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Home My WebLink About50918-Z pf souryolo Town of Southold * * P.O. Box 1179 oe 53095 Main Rd Ulm ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45843 Date: 12/18/2024 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 39550 Route 25 Orient, NY 11957 Sec/Block/Lot: 15.-8-26.8 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/15/2024 Pursuant to which Building Permit No. 50918 and dated: 07/10/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar to existing single family dwelling as applied for. The certificate is issued to: Barry Ball ,Kimberly Vanzee Of the aforesaid building. SUF FOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50918 9/9/2024 PLUMBERS CERTIFICATION: ut ed ignature r o�Sn�Foi�co TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y 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#: 50918 Date: 7/10/2024 Permission is hereby granted to: Ball, Barry 303 E 60Th St Apt 39J New York, NY 10022 To: Install roof mount solar to existing single family dwelling as applied for, with flood permit. Disconnects must be located on the exterior, labeled, and readily accessible. At premises located at: 39560 Route 25 SCTM #473889 Sec/Block/Lot# 15.-8-26.8 Pursuant to application dated 5/15/2024 and approved by the Building Inspector. To expire on 119/2026. Fees: SOLAR PANELS $100.00 ELECTRIC $125.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 Total: $475.00 Building Inspector OF SO!/r�o! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Ol�� _`�O Jamesh(cD-southoldtownny.gov 4UNT`l, �1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barry Ball Address: 39550 Route 25 city:Orient st: New York zip: 11957 Building Permit#: 50918 Section: 15 Block: 8 Lot: 26.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: Element Energy LLC Electrician: Jaime Minnick License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 8.8 kw Roof Mounted Solar Energy System with 21 QCELL Q.TRON BLK M-G2+ 420 W PV Modules, 21 Micro-Inverters ENPHASE IQ8MC-72-M-US, 1 Enphase Combiner Panel, Notes: 1 AC 60amp Disconnect SOLAR ENERGY SYSTEM Inspector Signature: Date: September 9, 2024 39550 rt 25 house pF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. ,o rm��'�� 631-765-1802 INSPECTI-ON ' ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/ AULKING [ ] -FRAMING/STRAPPING FINAL&11W b t [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFET NSPECTI N [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: bg ovtfov fot7N ` t ve4w\+1 DATE INSPECTOR - SOUIyO� �Y 1-$- SI5 .56 At& A # # _ TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . .] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [Xf ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: moue Of !` S r DATE �� INSPECTOR House.. National Flood Insurance Program Elevatmion Certificate ,.Nmw- and Instructions.- 2022 EDITIONDEC 1 6 2024 pep-ng� qq FEMA ,O�yARTj�� U.S. DEPARTMENT OF HOMELAND SECURITY OMa Control No.1660.0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to:Information Collections Management, Department of Homeland Security,Federal Emergency Management Agency,500 C Street SW,Washington,DC 20742,Paperwork Reduction Project(1660-0008).NOTE:Do not send your completed form to this address. PRIVACY ACT STATEMENT Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s):This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program(NFIP)floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas.This form may also be used as an optional tool for a Letter of Map Amendment(LOMA),Conditional LOMA(CLOMA),Letter of Map Revision Based on Fill(LOMR-F),or Conditional LOMR-F(CLOMR-F),or for flood insurance rating purposes in any flood zone. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974, as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003—National Flood Insurance Program Files System of Records Notice 79 Fed.Reg.28747(May 19,2014)and upon written request,written consent,by agreement,or as required by law. Disclosure:The disclosure of information on this form is voluntary;however,failure to provide the information requested may impact the flood insurance premium through the NFIP.Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP.It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to inform the proper insurance premium,and to support a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post-Flood Insurance Rate Map(FIRM)buildings, which are buildings constructed after publication of the FIRM,located in flood Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation (BFE)),VE,V1 V30,V(with BFE),AR,ARIA,AR/AE,AR/A1—A30,AR/AH,AR/AO,and A99.It may also be used to provide elevation information for Pre-FIRM buildings or buildings in any flood zone. As part of the agreement for making flood Insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses.One such requirement is for the community to obtain the elevation of the lowest floor(including basement)of all new and substantially improved buildings,and maintain a record of such Information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement.Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance.However,the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA,CLOMA, LOMR-F,or CLOMR-F request.Lowest Adjacent Grade(LAG)elevations certified by a land surveyor,engineer,or architect,as authorized by state law,will be required if the certificate is used to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request.A LOMA,CLOMA,LOMR-F,or CLOMR-F request must be submitted with either a completed FEMA MT EZ or MT-1 application package,whichever is appropriate.If the certificate will only be completed to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request,there is an option to document the certified LAG elevation on the Elevation Form included in the MT EZ and MT-1 application. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing.Under the NFIP,non-residential buildings can be floodproofed up to or above the BFE.A floodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters)below the BFE.Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements.The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception.For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates,as a completed Elevation Certificate does not expire,unless there is a physical change to the building that invalidates information in Section A Items A8 orA9,Section C,Section E,or Section H.In addition,this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. Additional guidance can be found in FEMA Publication 467-1,Floodplain Management Bulletin:Elevation Certificate. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 1 of 19 _ U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.16SM008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany,and(3)building owner. SECTION A—PROPERTY1NIFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name: KIMBERLY J VANZEE,BARRY X BALL(HOUSE) Policy Number. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: Company NAIC.Number: 525 CEDAR BIRCH ROAD City: ORIENT State: NY ZIP Code: 11957 A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-15-08-26.7 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.): RESIDENTIAL A5. Latitude/Longitude: Lat.N41dg 9'12" Long.W 72dg 14'53" Horizontal Datum: ❑NAD 1927 ®NAD 1983 ❑WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). A7. Building Diagram Number: 2A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,172.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑Yes ®No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A8.c: sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation—see Instructions): sq.ft. f) Sum of ASA and A8.e rated area(if applicable—see Instructions): sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ❑No ❑N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c: sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation—see Instructions): sq.ft. 0 Sum of A9:d and A9.e rated area(if applicable—see Instructions): sq.ft. SECTION B—FLOO6,11 SURANCE RATE MAP(FIRM)1IN1F0RMATION B1.a.NFIP Community Name:Town of Southold B1.b.NFIP Community Identification Number:360813 B2.County Name:Suffolk B3.State:NY B4.Map/Panel No.:36103CO088 B5. Suffix:H B6. FIRM Index Date: 09/25/2009 B7. FIRM Panel Effective/Revised Date: 09/25/2009 B8.Flood Zone(s): AE B9.Base Flood Elevation(s)(BFE)(Zone AO,use Base Flood Depth): 7 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS ®FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ®NAVD 1988 ❑Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ®Yes ❑No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 525 CEDAR BIRCH ROAD - Policy Number: City: ORIENT State: NY ZIP Code: 11957 .Company NAIC Number: 'SECTIONIC—BUILDING'ELEVATIONtINFORMUITION(SURVEY-REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: GPS Vertical Datum: NAVD1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 E NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ® Yes ❑ No If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top,of bottom floor(including basement,crawlspace,or enclosure floor): 2.80 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 13.30 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): ❑ feet ❑ meters d) Attached.garage(top of slab): ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 3.00 ® feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ® Finished 9.10 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 10.50 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural support: 9.10 ® feet ❑ meters SECTION D-OURVEYOK ENGINEER,OR ARCHITECT°CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes Z No ❑Check here if attachments and describe in the Comments area. Certifier's Name:Howard W.Young License Number:45893 5-�PSE OFN Title: Land Surveyor ^ �0 ARp F Company Name:Young&Associates Land Surveying, Engineering and Geology, PLLC Address:400 Ostrander Avenue f n �� O m ,;,,r,^w$K c City: Riverhead State: NY ZIP Code: 11901 U) �rWQ/4./E_ .: m 893 Signature: Date: 11/20l2024 .9N �y Telephone: E ail: Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): Lowest elevation of equiptment is Hot Water Heaer EL-3.0/Furnace is EL-8.4 Solar Panel Box is at EL-14.0 Generator Panel Box is at EL-4.7 Generator is at EL-9.3 FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR'INSURANCE.COMPANY USE 525 CEDAR BIRCH ROAD Policy,Number. City: ORIENT State: NY ZIP Code: 11957 Company-NAIC Number: SECTION E—BUILDING MEASUREMENT INFORMATION(SURVEY-NOT REQUIRED) FOR ZONE AO,:ZONE AR/AO,AND ZONE A(WITHOUT BFE) For Zones AO,AR/AO,and A(without BFE),complete Items El—E5.For Items El-E4,use natural grade,if available.If the Certificate is intended to support a Letter of Map Change request,complete Sections A,B,and C.Check the measurement used.In Puerto Rico only, enter meters. Building measurements are based on: ❑Construction Drawings" ❑ Building Under Construction* ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. E1. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in-accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. ZECTIOWF PROPERTY'OWNER(ORtOWNEWS;AUTHORIZED;REPRESENTATIVE)CERTIFICATION- The property owner or owners authorized representative who completes Sections A,B,and E,,for Zone A(without BFE)or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owners Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 525 CEDAR BIRCH ROAD Policy Number.' City: ORIENT State: NY ZIP Code: 11957 Company NAIC Number: SECTION G—COMMUNITY INFORMATION(RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A,B,C,E,G,or H of this Elevation Certificate.Complete the applicable item(s)and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by state law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G,the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information(Items G5—G11)is provided for community floodplain management purposes. G5. Permit Number. G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑New Construction ❑ Substantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: ❑feet ❑meters Datum: G10.a. BFE(or depth in Zone AO)of flooding at the building site: ❑feet ❑meters Datum: G10.b. Community's minimum elevation(or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑feet ❑meters Datum: Gil. Variance issued? []Yes ❑No If yes,attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here.I have completed the information in Section G and certify that it is correct to the best of my knowledge.If applicable,I have also provided speck corrections in the Comments area of this section. Local Official's Name: Tide: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments(including type of equipment and location,per C2.e;description of any attachments;and corrections to specific information in Sections A,B, D,E,or H): FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE'COMPANY USE 525 CEDAR BIRCH ROAD Policy Number. City: ORIENT State: NY ZIP Code: 11957 Company NAIC Number: SECTION H-BUILDING'S FIRST FLOOR'HEIGHT 1NFORMATION FOR ALL ZONES (SURVEY NOT`REOUIRED)(FOR INSURANCE PURPOSES'ONLY) The property owner,owners authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for Insurance purposes.Sections A,B,and I must also be completed.Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A,16,3,and 5-9.Top of bottom ❑feet ❑meters ❑above the LAG floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,213,4,and 6-9.Top of next ❑feet ❑meters ❑above the LAG higher floor(i.e.,the floor above basement,crawlspace,or enclosure floor)is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building'Diagram? ❑Yes ❑ No SECTIONil'-PROPERTY OWNER:(OR'.OWNER'S AUTHORIZED'REPRESENTATIVE)-,CERTIFICATION- The property owner or owners authorized representative who completes Sections A,B,and H must sign here. The statements in Sections A,B,and H are correct to the best of my knowledge.Note:If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owners Authorized.Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 6 of 19 ELEVATION.CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE:COMPANY USE 525 CEDAR BIRCH ROAD Policy.Number: City: ORIENT State: NY ZIP Code: 11957 Company NAIC.Number: Instructions:Insert below at least two and when possible four photographs showing each side of the building(for example,may only be able to take front and back pictures of townhouses/rowhouses).Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation.When flood openings are present,include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. Photo One Photo One Caption: Clear,Phofo Eno] �slit 4�( p m tT,QIII gyp •I��Cil�I.IIIII'IIII'�ililai�;s 639p��` Photo Two Photo Two Caption: ClearPhoto Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt.,Unit,Suite,and/or Bldg..No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 525 CEDAR BIRCH ROAD Policy Number. City: ORIENT State: NY ZIP Code: 11957 Company NAIC Number: Insert the third and fourth photographs below.Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."When flood openings are present,include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. Nil wL" s� Photo Three Photo Three Caption: Clear Photo Three Photo Four Photo Four Caption: 'Clear Photo,Four FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 8 of 19 DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate is to be completed by a land surveyor,engineer,or architect who is authorized by state law to certify elevation information when elevation information is required or used for Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation(BFE)),VE,V1— V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO,orA99. Community officials who are authorized by law or ordinance to provide floodplain management information(herein referred to as"local floodplain management official")may also complete this form.For Zones AO,AR/AO,and A(without BFE),a local floodplain management official,a property owner,or an owner's authorized representative may provide floodplain management compliance information on this certificate in Section E,unless the elevations are intended for use in supporting a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. Certified elevations must be included if the purpose of completing the Elevation Certificate is to obtain a LOMA,CLOMA,LOMR-F,or CLOMR-F. The property owner,the owner's authorized representative,or local floodplain management official can complete Section A and Section B. The partially completed form can then be given to the land surveyor,engineer,or architect to complete Section C.The land surveyor, engineer,or architect should verify the information provided by the property owner or owners representative to ensure that this certificate is complete. For insurance purposes only,a local floodplain management official,a property owner,or an owners authorized representative may provide First Floor Height details in Section H for any zone. In Puerto Rico only,elevations for building information and flood hazard information may be entered in meters. Note:Section C can be used for insurance and compliance in any zone;however,Section E can be used only for compliance in Zone AO and Zone A. SEC,TIO14'A—�PROP.ERTY]NFORMATION Items AII A4.This section identifies the building,its location,and its owner.Enter the name(s)of the building owner(s),the building's complete street address or property description(e.g.,lot and block numbers or legal description),and/or tax parcel number.If the building's address is different from the owners address,enter the address of the building being certified:If the address is a rural route or a Post Office box number,enter the lot and block numbers,the tax parcel number,the legal description,or an abbreviated location description based on distance and direction from a fixed point of reference.For the purposes of this certificate,"building"means both a building and a manufactured(mobile)home.For properties with multiple buildings,include a description for the specific building. A map may be attached to this certificate to show the location of the building on the property.A tax map,Flood Insurance Rate Map (FIRM),or detailed community map is appropriate.If no map is available,provide a sketch of the property location,and the location of the building on the property.Include appropriate landmarks such as nearby roads,intersections,and bodies of water.For building use,indicate whether the building is residential,non-residential,an addition to an existing residential or non-residential building,an accessory building (e.g.,garage),or other type of structure.Use the Comments area of the appropriate section if needed,or attach additional comments. Item A5.Provide latitude and longitude coordinates for the center of the front of the building.Use either decimal degrees(e.g., 39.504322°,—110.7585220)or degrees,minutes,seconds(e.g.,39°30'15.56",—1100 45'30.68")format.If decimal degrees are used, provide coordinates to at least six decimal places or better.When using degrees,minutes,seconds,provide seconds to at least two decimal places or better.Provide the datum of the latitude and longitude coordinates(FEMA prefers the use of NAD 1983).Indicate the method or source used to determine the latitude and longitude in the Comments area of the appropriate section.When the latitude and longitude are provided by a land surveyor,check the"Yes"box in Section D. Item AS.The certifier must provide at least two and when possible four photographs showing each side of the building taken within 90 days from the date of certification.The photographs must be taken with views confirming the building description and Building Diagram number provided in Item A7.To the extent possible,these photographs should show the entire building including foundation. In addition, when applicable,provide a photograph of the foundation showing a representative example of the flood openings or vents.All photographs must be in color and measure at least V'4".Digital photographs are acceptable.Additional photographs may be requested by local floodplain management officials or for insurance purposes to show additional detail regarding the building characteristics or features. Item A7.Select the Building Diagram(shown on pages 17-19)that best represents the building.Then enter the diagram number and use the diagram to identify and determine the appropriate elevations requested in Items C2.a—h.If you are unsure of the correct diagram, select the diagram that most closely resembles the building being certified. Item A8.a.Provide the square footage of the crawlspace or enclosure(s)below the lowest elevated floor of an elevated building with or without permanent flood openings.Take the measurement from the outside of the crawlspace or enclosure(s).Examples of elevated buildings constructed with crawlspace and enclosure(s)are shown in Diagrams 6-9 on pages 18-19.Diagram 2A,213,4,or 9 should be used for a building constructed with a crawlspace floor that is below the exterior grade on all sides.If there is no crawlspace or enclosure, enter"N/A"for Items A8.a-f. Item A8.b.Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of each enclosed area identified in A8.a.A permanent flood opening is a flood vent or other opening that allows the free passage of water automatically in both directions without human intervention.If the crawlspace or enclosure(s)have no permanent flood openings,or if none of the openings are within 1.0 foot above adjacent grade,enter"0"(zero)in Item A8.o-f.If there is no crawlspace or enclosure,enter"N/A". FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 9 of 19 '' SECTION A—PROPERTY INFORMATION(ConNnuecp _ Item AB.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the crawlspaos or enclosure(s)that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.If the interior grade elevation is used, note this in the Comments area of Section D. Item ABA.Enter the total measured net open area of permanent non-engineered flood openings indicated in A8.c in square inches,excluding any bars,louvers,or other covers of the permanent flood openings.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item A8.e.Enter the total rated area of the permanent engineered flood openings indicated in A8.c,in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the International Code Council Evaluation Service(ICC ES)for all engineered openings,and indicate the manufacturer's name and model number in the Comments area of the appropriate section,if applicable.Flood openings cannot be considered engineered flood openings without documentation.If no documentation is available/ provided,enter the net open(unobstructed)area of the flood openings in ASA instead. Item A81 Complete only if permanent engineered and permanent non-engineered flood openings are both present.Enter the sum of ABA(net open area of all non-engineered openings)and A8.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in.of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings rated for 200 sq.ft.each,would yield 140+400=640 sq.ft.rated area.If eitherA8.d orA8.e is"0",then enter"N/A"forA8.f. Item A9.a.Provide the square footage of the attached garage with or without permanent flood openings.Take the measurement from the outside of the garage.If there is no attached garage,enter"NIA"for items A9.a-f. Item A9.b.Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of the attached garage identified in A9.a.If the attached garage has no permanent flood openings,or if none of the openings are within 1.0 foot above adjacent grade,enter V(zero)in ItemsA9.0.If there is no attached garage,.enter"N/A". Item A9.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the attached garage that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.This includes any openings that are in the garage door that are no higher than 1.0 foot above the adjacent grade.If the interior grade elevation is used,note this in the Comments area of Section D. Item ASA.Enter the total measured net open area of permanent non-engineered flood openings indicated in A9.c in square inches,excluding any bars,louvers,or other covers of the permanent flood openings,and enter the total In Item A9.d.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item A9.e.Enter the total rated area of the permanent engineered flood openings indicated in A9.c in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the ICC ES for all engineered openings,and indicate the manufacturer's name and model number in the Comments area of the appropriate section,I applicable.Flood openings cannot be considered engineered flood openings without documentation.If no documentation is available/provided,enter the net open(unobstructed)area of the flood openings in A9.d instead. Item A91 Complete only if permanent engineered and permanent non-engineered flood openings are both present.Enter the sum of A9.d(net open area of all non-engineered openings)and A9.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in.of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings rated for 200 sq.ft.each,would yield 140+400=540 sq.ft.rated area.If either A9.d orA9.e is"0",then enter"N/A'forA9.f. SECTION-13—PLOOb1NSURANCE'RATE,MAP(F.IRM),INFORMATION, Complete the Elevation Certificate using the Flood Insurance Study(FIS)and FIRM in effect at the time of the certification. The information for Section B is obtained by reviewing the FIS and the FIRM panel that includes the building's location.Information about the current FIS and FIRM is available from FEMA by visiting msc.fema.aov or contacting the local floodplain management official.If a Letter of Map Amendment(LOMA),Letter of Map Revision Based on Fill(LOMR-F),or Letter of Map Revision(LOMR)has been issued by FEMA,please provide the letter date and case number in the Comments area of Section D or Section G,as appropriate. For a building in an area that was mapped in one community but is now in another community due to annexation or dissolution,enter the community name and six-digit Community Identification Number of the community in which the building is now located in Items B1.a and 131.16;the name of the county or new county,if necessary,in Item 132;and the FIRM index date for the community identified in B1.a,in Item B6.Enter information from the actual FIRM panel that shows the building location,even if it is the FIRM for the previous jurisdiction,in Items B4,B5,B7, B8,and B9. If the map in effect at the time of the building's construction was other than the current FIRM,and you have the past map information pertaining.to the building,provide the information in the Comments area of Section D. Note:Indicate in the Comments area of Section D if using information based on best available data,such as base-level engineering or advisory flood hazard data(contact the local floodplain management official to confirm). FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 10 of 19 SECTION:B—FLOOD INSURANCE RATE MAP,(FIRM)INFORMATION(Condbuecp Items B1.a—b NFIP Community Name and Community Identification Number.Enter the complete name of the community in which the building is located in B1.a,and the associated six-digit Community Identification Number in B1.b.For an unincorporated area of a county, enter the county name and"unincorporated area",and the six-digit number of the county.For a newly incorporated community,use the name and six-digit number of the new community.Under the NFIP,a"community"is any state or area or political subdivision thereof,or any Indian tribe or authorized native organization which has authority to adopt and enforce floodplain management regulations for the areas within its jurisdiction.To determine the current community number,see the NFIP Community Status Book,available on FEMA's website at www.fema:aov/national-flo—innsurance-grogram-community-etatus-book. Item B2.County Name.Enter the name of the county or counties in which the community is located.For an unincorporated area of a county, enter the county name.For an independent city,enter"independent city." Item B3.State.Enter the two-letter state abbreviation(for example,VA,TX,CA). Items B4—B5.Map/Panel Number and Suffix.Enter the 10-character"Map Number"or"Community Panel Number"shown on the FIRM where the building or manufactured(mobile)home is located.For maps in a,county-wide format,the sixth character of the"Map Number"is the letter"C"followed by a four-digit map number.For maps not in a county-wide format,enter the"Community Panel Number"shown on the FIRM. Item B6.FIRM Index Date.Enter the effective date or the map revised date shown on the FIRM Index. Item 87.FIRM Panel Effective/Revised Date:Enter the effective date shown on the current FIRM panel.The current FIRM panel effective date can be determined by visiting mac.fema.gov.or contacting the local floodplain management official.If the area where the building is located was revised by a LOMR,include the LOMR effective date and the LOMR case number in the comments area of Section D. Item 88.Flood Zone(s).Enter the flood zone,or flood zones,in which the building is located.All flood zones containing the letter"A"or'V' are considered Special Flood Hazard Areas(SFHAs).Each flood zone is defined in the legend of the FIRM panel on which it appears.If the area where the building is located was revised by a LOMA,CLOMA,LOMR-F.or CLOMR-F,include the flood zone shown on the LOMA, CLOMA,LOMR-F,or CLOMR-F,and add the effective date and case number in the comments area of Section D. Item B9.Base Flood Elevation(s)(BFE).Using the appropriate Flood Insurance Study(FIS)Profile,FIS Data Table(e.g.Transect,Floodway, etc.),or FIRM panel,locate the property and enter the BFE(or base flood depth)of the building site to the nearest tenth of a foot(nearest tenth of a meter,In Puerto Rico).If the building is located in more than one flood zone in Item B8,list all appropriate BFEs in Item B9. BFEs are shown in the FIS or on a FIRM for Zones Al—A30,AE,AH,V1 V30,VE,AR,ARIA,AR/AE,AR/A1 A30,and AR/AH;base flood depths are shown for Zones AO and AR/AO.Use the AR BFE(or base flood depth)if the building is located in any of these zones: ARIA,AR/ AE,AR/A1 A30,AR/AH,orAR/AO. In A or V zones where BFEs are not provided in the FIS or on the FIRM,BFEs may be available from another source.For example,the community may have established BFEs or obtained BFE data from other sources(e.g.,Base Level Engineering)for the building site.For subdivisions and other developments of more than 50 lots or 5 acres in Zone A,establishment of BFEs is required by the community's floodplain management ordinance.If a BFE is obtained from another source,enter the BFE in Item B9.The BFE entered in Item B9 must be based on hydrologic and hydraulic analyses.In an A Zone where BFEs are not obtained from another source,enter N/A in Item B9 and complete Section E. Item 1310.Indicate the source of the BFE or base flood depth that you entered in Item B9.If the BFE is from a source other than the FIS, FIRM,or community,include the name of the study,the agency or company that produced it,and:the date when the study was completed. Visit msc.fema.gov or contact the.local floodplain management official to access the current FIS and FIRM. Item 1371.Indicate the elevation datum to which the elevations on the applicable FIRM are referenced as shown on the map legend.The vertical datum is shown in the Map Legend and/or the Notes to Users on the FIRM. Item B12.Indicate whether the building is located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA). OPAs are portions of coastal barriers that are owned by Federal,State,or local governments or by certain non-profit organizations and used primarily for natural resources protection.CBRS areas and OPAs are no longer shown on the FIRM;please use the maps available at vww Jmm govlc mjmapelindex.html to complete Item B12.federal flood insurance is prohibited in designated CBRS areas or OPAs for buildings or manufactured(mobile)homes built or substantially improved after the date of the CBRS or OPA designation.For the first CBRS designations,that date is October 1, 1983.Information about CBRS areas and OPAs may be obtained on the FEMA website at varar fema,go—v/national-flood-Insurance-grngramlcoastal-barrier-resaurces:"-stom. Item B13.Indicate whether the building is located seaward of the Limit of Moderate Wave Action(LiMWA).If the LiMWA is not shown on the FIRM,check the"No"box.Information about the LiMWA and other coastal flood zones may be obtained on the FEMA website at www.fema.a v/flood-mays/coastalnnsurance-rate-mans; SECTION C—BUILDINGELEVATION INFORMATION(SURVEY-REQUIRED)- Complete Section C if the building is located in any of Zones Al A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,ARIA,AR/AE, AR/A1—A30,AR/AH,or A99.If the Certificate is being completed to demonstrate compliance with local floodplain management requirements,contact the local floodplain management official to find out any additional requirements.Section C may also be completed for insurance purposes to determine the building's First Floor Height in any flood zone(including Zones AO,AR/AO, B,C,X and D).In addition,complete Section C if this certificate is being used to support a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. To ensure that all required elevations are obtained,it may be necessary to physically enter the building(for instance,if the building has a basement or sunken living room,split-level construction,or Machinery and Equipment(M&E)). FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) Page 11 of 19 SECTION C--BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)(Continued) Land surveyors may not be able to gain access to some crawlspaces to shoot the elevation of the crawlspace floor.If access to the crawlspace is limited or cannot be gained,follow one of these procedures. •Use a yardstick or tape measure to measure the height from the floor of the crawlspace to the"next higher floor,"and then subtract the crawlspace height from the elevation of the"next higher floor."If there is no access to the crawlspace,use the exterior grade next to the structure to measure the height of the crawlspace to the"next higher floor." •Contact the local floodplain management official of the community in which the building is located.The community may have documentation of the elevation of the crawlspace floor as part of the permit issued for the building. •If the property owner has documentation or knows the height of the crawlspace floor to the next higher floor,try to verify this by looking inside the crawlspace through any openings or vents. In all three cases,use the Comments area of Section D to provide the elevation and a brief description of how the elevation was obtained. Note:If any item does not apply to the building,enter"N/A"for not applicable. Item C1.Indicate whether the elevations to be entered in this section are based on construction drawings,a building under construction,or ! finished construction.For either of the first two choices,a post-construction Elevation Certificate will be required when construction is complete.If the building is under construction, include only those elevations that can be surveyed in Items C2.a—h.Use the Comments area of Section D to provide elevations obtained from the construction plans or drawings.Select"Finished Construction"only when all M&E such as furnaces,water heaters,heat pumps,air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Item C2.A field survey is required for Items C2.a—h.Most control networks will assign a unique identifier for each benchmark. For example,the National Geodetic Survey uses the Permanent Identifier(PID).For the benchmark utilized,provide the PID or other unique Identifier assigned by the maintainer of the benchmark.For GPS survey,indicate the benchmark used for the base station,the Continuously Operating Reference Stations(CORS)sites used for an Online Positioning User Service(OPUS)solution(also attach the OPUS report),or the name of the Real Time Network used. Also provide the vertical datum for the benchmark elevation.All elevations for the certificate,including the elevations for Items C2.a—h, must use the same datum on which the BFE is based.Show the conversion from the field survey datum used if it differs from the datum used for the BFE entered in Item B9 and indicate the conversion software used.Show the datum conversion,if applicable,in the Comments area of Section D. For property experiencing ground subsidence,the most recent reference mark elevations must be used for determining building elevations.However,when subsidence is involved,the BFE should not be adjusted. Note:Enter elevations in Items C2.a—h to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico);if data is surveyed to the nearest hundredth, round to the nearest tenth. Item C2.a.Enter the elevation measured at the top of the bottom floor(excluding the attached garage)indicated by the selected Building Diagram(item A7).For buildings elevated on a crawlspace,Building Diagrams 8 and 9,enter the lowest elevation of the top of the crawlspace floor in Item C2.a,whether or not the crawlspace has permanent flood openings(flood vents). Item C2.b.For Building Diagrams 2A through 9 in any flood zone,including Zones B,C,X,and D,enter the elevation measured at the top of the next higher floor(excluding the attached garage)indicated by the selected Building Diagram(Item A7).For buildings requiring more than two floors or levels to be surveyed,such as those with multiple floors or multi-level enclosures,enter the additional surveyed elevations and floor descriptions in the Section D Comments,and clarify which floors are entered as Item C2.a and C2.b. Item C2.c.For floodplain management compliance,this elevation is required for all Building Diagrams 5 and 6 in V Zones in areas seaward of the LiMWA,and in other areas regulated for coastal flooding hazards.Enter the elevation measured at the bottom of the lowest horizontal structural member of the floor indicated by the selected Building Diagram(Item A7)or the figure below.This elevation can be entered for Building Diagrams 5 and 6 in any flood zone,Including Zones B,C,X,and D.For Building Diagrams other than 5 and 6(if applicable),enter the C2.c elevation as indicated in the figure below.If this item does not apply to the building,enter"N/A"fornot applicable. Item C2.d.If there is an attached garage,enter the lowest elevation for top of attached garage slab.(Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the Building Diagrams.) Item C2.e.Enter the lowest platform,floor,or ground elevation supporting the lowest electrical,heating,ventilation,plumbing,and air conditioning M&E and other utilities servicing the building,which may be located in an attached garage or enclosure or on an open utility platform.Note that elevations for the M&E items are required regardless of their location.Local floodplain management officials are required to ensure that all new M&E servicing the building are protected from flooding.Thus,local officials may require that elevation information for all M&E,including ductwork,be documented on the Elevation Certificate.If the M&E is mounted to a wall,pile,etc.,enter the platform elevation of the M&E.Indicate the lowest M&E type and its general location(e.g.,on floor inside garage,on platform affixed to exterior wall)in the Comments area of Section D or Section G,as appropriate. Note:For more guidance on floodplain management compliance for utilities,including M&E,refer to FEMA P-348,Protecting Building Utility Systems from Flood Damage.The list of M&E and the elevation requirements for documenting floodplain management compliance are different than the NFIP insurance M&E discount eligibility considerations.See Section H Instructions for additional information. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(1D/22) Page 12 of 19 SECTION C—`BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)(Continued) Item C21 Enter the finished Lowest Adjacent Grade(LAG)elevation of the ground,,sidewalk,or patio slab next to and in direct contact with the building.For a building in Zone AO,use the natural grade elevation,if available.Indicate whether the natural or finished grade was used.If natural grade was used,attach the source of the information(e.g.,a grading plan).For buildings under construction in any flood zone,enter the LAG elevation at the time of the survey.Note:Natural grade means the undisturbed natural surface of the ground prior to any excavation or fill. Item C2.g.Enter the finished Highest Adjacent Grade(HAG)elevation of the ground,sidewalk,or patio slab next to and in direct contact with the building.For a building in Zone AO, use the natural grade elevation if available.Indicate whether the natural or finished grade was used.If natural grade was used,attach the source of the information(e.g.,a grading plan).For buildings under construction in any flood zone,enter the HAG elevation at the time of the survey. Item C2.h.Enter the finished LAG elevation of the lowest ground,sidewalk,or patio slab next to and in direct contact with the structurally- attached-deck supports or stairs structurally attached to the building.For buildings under construction in any flood zone,enter the lowest LAG at the time of the survey. BUILDING ON BUILDING WITH BUILDING ON PIERS,POSTS, SLAB BASEMENT PILES,COLUMNS,OR PARALLEL SHEAR WALLS C2.a \� C2.a C2.a / C2.c - ADIACEN7�-•-- - - _ C2.c GRADE ADIACEAt�_ GRAfIE Figures for use in determining Item C2.c SECTION D—,SURVEYOR;ENGINEER,OR ARCHITECTCERTIFICATION This section of the Elevation Certificate may be signed by only a land surveyor,engineer,or architect who is authorized by state law to certify elevation Information.Complete as indicated and place your license number,your seal(as allowed by the state licensing board), your signature,and the date in Section D.You are certifying that the information on this certificate represents your best efforts to interpret the data available and that you understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code, Section 1001.Use the Comments area of Section D to provide relevant and clarifying information not specified elsewhere on the certificate,including supporting information for latitude/longitude source forA5;openings for AB/A9;LOMR data for Section B;BFE and BFE source data for B9/B10;datum conversion for C2;grading plan for natural grade used in C2.fg;machinery type and location for C2.e; and any other relevant information identified in the instructions or needed for clarification.If attachments are included,check the attachments box and describe the attachments in the Comments area. SECTIONIE—BUILDING,MEASUREMENT INFORMATIONt.(St.RVEY NOT REQUIRED) FOR ZONE AO;ZONEAR/AO,AND ZONE.A(WITHOUT BFE) Complete Section E if the building is located in Zone AO,Zone AR/AO,or Zone A(without BFE)and the Certificate is being completed for the purpose of documenting compliance with local floodplain management requirements.If the Certificate is being completed to document compliance in other flood zones,including Zone A(with BFE),to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request,or to provide a ground elevation for flood insurance rating,complete Section C-instead of Section E.Explain in the Section F Comments area if the measurement provided under Items E1—E4 is not based on the"natural grade."Natural grade means the undisturbed natural surface of the ground prior to any excavation or fill. Indicate whether the measurements to be entered in this section are based on construction drawings,a building under construction,or finished construction.For either of the first two choices,a post-construction Elevation Certificate will be required when construction is complete.If the building is under construction,include only those measurements that can be determined in Items E1—E4.Use the Comments area of Section F to provide measurements obtained from the construction plans or drawings.Select"Finished Construction" only when all Machinery and Equipment(MBE)such as furnaces,water heaters,heat pumps,air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Note:Enter heights in Items E1—E4 to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico). Items E1.a and b.Enter in Item E1.a the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram,Item A7)above or below the natural HAG.Enter in Item E1.b the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram,Item A7)above or below the natural LAG.For buildings in Zone AO,the community's floodplain management ordinance requires the lowest floor of the building be elevated above the HAG at least as high as the base flood depth on the FIRM. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 13 of 19 SECTION E—BUILDING.MEASUREMENT INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT SFE)(ConBnuei:9 Item E2.For Building Diagrams 6-9 with permanent flood openings(see pages 18-19),enter the height of the next higher floor or elevated floor(as indicated by C2.b in the selected Building Diagram,Item A7)above or below the HAG. Item E3.Enter the height,in relation to the HAG next to the building,for the top of attached garage slab.(Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the diagrams.)If this item does not apply to the building, enter"WA"for not applicable. Item E4.Enter the height,in relation to the HAG next to the building,of the platform elevation that supports the M&E servicing the building. See Item C2.e for additional details on M&E.Indicate the M&E type in the Comments area of Section F. Item E5.For those communities where this base flood depth is not available,the community will need to determine whether the top of the bottom floor is elevated in accordance with the community's floodplain management ordinance. SECTION F—PROPERTY OWNEW(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION Complete as indicated.This section is provided for certification of measurements when completing Sections A,B,and E.If Section E is completed by a property owner or property owner's authorized representative in Zone AO,AR/AO,or A(without BFE),then the community should confine the heights in Section E to ensure compliance with community floodplain management ordinances.If Section E is completed by a local floodplain management official,then complete Item G2.a and Section G instead of Section F.The address entered in this section must be the actual mailing address of the individual who provided the information on the certificate.Check the box as indicated if including attachments and describe in the Comments area. SECTION G—COMMUNITY INFORMATION,(RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The community official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C,E,G or H of this Elevation Certificate and sign this section.Section C may be completed by the local official per the instructions below for Item G1. Item G1.Check if Section C is completed with elevation data from other documentation that has been signed and sealed by a licensed land surveyor,engineer,or architect who is authorized by state law to certify elevation information.Indicate the source of the elevation data and the date obtained in the Comments area of Section G.If you are both a community official and a licensed land surveyor,engineer,or architect authorized by state law to certify elevation information,and you performed the actual survey for a building in any flood zones (including Zones A99,B.C,X and D),you must also complete Section D. Item G2.a.Check if information is entered in Section E by the community for a building in Zone A(without a BFE),Zone AO,or Zone AR/ AO,or when the community certifies Item E5 for a building in Zone AO. Item G2.b.Check if information is entered in Section H by the community for insurance purposes. Item G3.Check if the community official is correcting information provided in Sections A,B,E and H.Describe corrections in the Comments area of Section G. Item G4.Check if the information in Items G5—G11 has been completed for community floodplain management purposes to document the as-built lowest floor elevation of the building.Section C of the Elevation Certificate records the elevation of various building components but does not determine the lowest floor of the building or whether the building,as constructed,complies with the community's floodplain management ordinance.This must be done by the community.Items G5—G11 provide a way to document these determinations. Item G6.Permit Number.Enter the permit number or other identifier to key the Elevation Certificate to the permit issued for the building. Item GB.Date Permit Issued.Enter the date the permit was issued for the building. Item 07.Date Certificate of Compliance/Occupancy Issued.Enter the date that the Certificate of Compliance or Occupancy or similar written official documentation of as-built lowest floor elevation was issued by the community as evidence that all work authorized by the floodplain.development permit has been completed in accordance with the community's floodplain management laws or ordinances. Item G8.New Construction or Substantial Improvement.Check the applicable box."Substantial Improvement"means any reconstruction, rehabilitation,addition,or other improvement of a building,.the cost of which equals or exceeds 50 percent of the market value of the building before the start of construction of the Improvement(or meats the community's more restrictive standards,if applicable).The term includes buildings that have incurred substantial damage,regardless of the actual repair work performed. Item GB.a.As-built lowest floor elevation.Enter the elevation of the lowest floor(including basement)when the construction of the building is completed and a final inspection has been made to confirm that the building is built in accordance with the permit,the approved plans, and the community's floodplain management laws or ordinances.Indicate the elevation datum used. Item GB.b.As-built lowest horizontal structural member.Enter the elevation measured at the bottom of the lowest horizontal structural member of the floor indicated by the selected Building Diagram(Item A7)or in the figure at the end of the instructions for Section C. Indicate the elevation datum used. FEMA Forth FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 14 of 19 SECTION G—COMMUNITY INFORMATION(RECOMMENDED FOR COMMUNITY OFFICIALCOMPLETION)(CondnuecQ Item G10.a.BFE.Using the appropriate FIRM panel,FIS,or other data source,locate the property and enter the BFE(or base flood depth)of the building site.Indicate the elevation datum used. Item 010.b.Community's minimum elevation or depth requirement.Enter the elevation(including freeboard above the BFE)to which the community requires the lowest floor or the lowest horizontal structural member to be elevated.Indicate the elevation datum used. Item G71.Indicate Yes if a variance from the floodplain management regulations(Title 44 CFR§60.6)has been issued for the building, attach the supporting documentation,and describe the attachment In the Comments area of this section.If no such variance has been issued,indicate No. Enter your name,title,and telephone number,and the name of the community and add any comments.Sign and enter the date in the appropriate blanks. SECTION H—BUILDING'S FIRST FLOOR HEIGHT'INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED)(FOR INSURANCE PURPOSES.ONLY) In any flood zone the property owner,owner's authorized representative,or local floodplain management official may complete this certificate for rating purposes to determine the building's first floor height and identify the elevation of Machinery and Equipment(M&E) servicing the building.Sections A, B,and I must also be completed. Note:If Sections C and/or E and H are all completed,then information in Section C will prevail for insurance purposes and for compliance. Item H1.a.For Building Diagrams 1A, 1 B,3,and 5-9 shown on pages 17-19,enter in Item H1.a the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico)of the top of the bottom floor(as indicated in the selected Building Diagram,Item A7)above the LAG. Refer to the arrows on the Foundation Type Diagrams on page 16 that indicate which floor to use to determine the height for Item H1.a. Item H1.b.For Building Diagrams 2A,2B,4,and 6-9 shown on pages 17-19,enter in Item H1.b the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico)of the top of the next higher floor or elevated floor(as indicated in the selected Building Diagram,Item A7) above the LAG.Refer to the arrows on the Foundation Type Diagrams on page 16 that indicate which floor to use to determine the height for Item H1.b. Note:The LAG Is the lowest point of the ground level immediately next to a building. Item H2.Indicate"Yes"if all of the following M&E servicing the building,inside or outside the building,are elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16:central air conditioner(including exterior compressor), furnace,heat pump(including exterior compressor),water heater,and elevator M&E.For contents-only insurance coverage,all of the following appliances will need to be elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams below:clothes washers and dryers and food freezers. Note:For both building and contents coverage,all of the M&E and appliances listed above must be elevated per the Foundation Type Diagrams on page 16 to be considered for the M&E mitigation discount. Indicate"No"If any of the M&E listed above is not elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16. The diagrams on the following page illustrate the six NFIP Foundation Type Diagrams.Each foundation type corresponds with one or more of the eleven Building Diagrams shown at the end of this Elevation Certificate.The arrows on the diagrams indicate which floor to use to determine H1.a and H1.b The arrows marked as H2 show the minimum elevation required to be eligible for the M&E mitigation discount. SECTION,I—PROPERTY OWNER�(OR'OWNER'S'AUTHORIZED-REPRESENTATWE)CERTIFICATION '. Complete as indicated.This section is provided for certification of measurements when completing Sections A,B,and H.If Section H is completed by a local floodplain management official,then complete Item G2.b and Section G instead of Section I.The address entered in this section must be the actual mailing address of the individual who provided the information on the certificate. Check the box as indicated if including attachments(e.g.,required photos)and describe in the Comments area. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 15 of 19 Foundation Type Diagrams(for use in Section H): Slab on Grade(Non-Elevated) Elevated without Enclosure on Posts,Piles,or Piers Corresponds to EC Corresponds to EC H2 v— t ' Diagrams 1A,1B ;' I Diagram 5 and 3 ! H1.a H1.a Note:If the building has more than one floor,the Machinery and &H2 ' Equipment should be on the second floor or higher. Basement(Non-Elevated) Elevated with Enclosure on Posts,Piles,or Piers Corresponds to EC _- °!!' Corresponds to EC G Diagrams 2A,2B `- r Diagram 6 Oil® and 4 i / _. — -4 H1.b —� HH1.b &H2 H1.a � 1 &H2 Crawlspace(Elevated,Including Non-Elevated Elevated with Enclosure Not on Posts,Piles,or Sub-Grade Crawlspace) Piers(Solid Foundation Walls) Corresponds to EC Corresponds to EC Diagrams 8 and 9 - Diagram 7 ® ®..� H1.b H1.a H1.b ® i .� &H2 &H2 H1.a FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 16 of 19 BUILDING DIAGRAMS The following diagrams illustrate various types of buildings.Compare the features of the building being certified with the features shown in the diagrams and select the diagram most applicable.Enter the diagram number in Item A7,the square footage of crawlspace or enclosure(s)and the area of flood openings as indicated in Items AS.a—f,the square footage of attached garage and the area of flood openings as indicated in Items A9.a—f,and the elevations in Items C2.a—h. In A,B,C,X and D zones,the floor elevation is taken at the top finished surface of the floor indicated;in V zones,areas seaward of the UMWA,and in other areas regulated for coastal flooding hazards,the floor elevation is taken at the bottom of the lowest horizontal structural member(see figure at end of instructions for Section C). DIAGRAM 1A: DIAGRAM 113 All slab-on-grade single-and multiple-floor buildings(other All raised-slab-on-grade or slab-on-stem-wall-with-fill than split-level)and high-rise buildings,either detached or single-and multiple-floor buildings(other than split-level), row type(e.g.,townhouses);with or either detached or row type(e.g.,townhouses);with or without attached garage. without.attached garage. Distinguishing Feature—The bottom floor is at or above Distinguishing Feature—The bottom floor is at or above ground level(grade)on at least one side.* ground level(grade)on at least one side.' C2.b C2.a C2.b C2.a NEXT HIGHER NEXTHIGHER i FLOOR , FLOOR , GRADE BOTTOM FLOOR GRADE BOTTOM FLOOR 77- i . t C2.f—h tdeler<nulaa ity t , C2.f—hde►e►mtirga per ekisUliggrade) ' i:' exrsNn�prods) ! ' " t DIAGRAM 2A: DIAGRAM 28: All single-and multiple-floor buildings with basement(other All single-and multiple floor buildings with basement(other than split-level)and high-rise buildings with basement, than split-level)and high-rise buildings with basement, either detached or row type(e.g.,townhouses);with or either detached or row type(e.g.,townhouses);with or without attached garage. without attached garage. Distinguishing Feature—The bottom floor(basement Distinguishing Feature—The bottom floor(basement or or underground garage)is below ground level(grade)on underground garage)is below ground level(grade)on all sides; all sides." most of the height of the walls is below ground level on all sides; and the door and area of egress are also below ground level on 1 1 all sides.• C2.a C2.b C2.a NEXT HIGHER C2.b NEXT HIGHER FLOOR FLOOR GRADE GRADE \i ` BOTTOM FLOOR ------------ BASEMENT ., BOTTOM FLOOR BASEMENT a.,.i. d�;brnt ne' C2.f—h cae►ei�ea i>; 'exislinpgrade) • ?eaisl4g'giede)_:"•_ •A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office, garage,workshop,etc. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 17 of 19 BUILDING DIAGRAMS DIAGRAM 3: DIAGRAM 4: All split-level buildings that are slab-on-grade,either All split-level buildings(other than slab-on-grade),either detached or row type(e.g.,townhouses);with or without detached or row type(e.g.,townhouses);with or without attached garage. attached garage. Distinguishing Feature-The bottom floor(excluding garage) Distinguishing Feature-The bottom floor(basement or is at or above ground level(grade)on at least one side' underground garage)is below ground level(grade)on all sides.' t C2.a C2.a C2.b ' n C2.b t HIGHER HIGHER FLOORS FLOORS GRADE NEXT HIGHER NEXT HIGHER GRADE FLOOR BOTTOM FLOOR FLOOR BOTTOM BASEMENT LOOR t ` + t ' ? tf' 11i�d. t4lo -tiy;s - .f h C2 exisling•grade). DIAGRAM 5: DIAGRAM 6: All buildings elevated on piers,posts,piles,columns,or All buildings elevated on piers,posts,piles,columns,or parallel shear walls.No obstructions below the elevated parallel shear walls with full or partial enclosure below the floor. elevated floor. Distinguishing Feature-For all zones,the area below the Distinguishing Feature-For all zones,the area below the elevated floor is open,with no obstruction to flow of floodwaters elevated floor is enclosed,either partially or fully.In A Zones,the (open lattice work and/or insect screening is permissible). partially or fully enclosed area below the elevated floor is with or without openings"present in the walls of the enclosure.Indicate information about enclosure size and openings in Section A - C2.b Property Information. NEXT HIGHER t C2.a r FLOOR i NEXTHIGHER FLOOR 8 C2.b ELEVATED ELEVATED FLOOR FLOOR GRADE GRADE A8.a-c EN OSURE Determine Ae enclosure size 8 openings•if any. L• t;. C: •( Y '(ForV zorie ;;'(deiermfiiEid`by'`�•;• 9,egulated 2.f—tl existin reds CZf—h g g ) C2.0 and other existing grade) end other regulated areas) areas) A floor that is below ground level(grade)on all sides is considered abasement even if the floor is used for living purposes,or as an office,garage, workshop,etc. ••An"opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIR a minimum of two openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than one square inch for every square foot of area enclosed,excluding any bars,louvers,or other covers of the opening.Altematively,an Individual Engineered Flood Openings Certification or an Evaluation-Report Issued by the ICC ES must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window,a door,or a garage door is not considered an opening;openings may be installed in doors.Openings shall be on at least two sides of the enclosed area.If a building has more than one enclosed area,each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor Immediately below the opening.For more guidance on openings,see NFIP Technical Bulletin 1. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 18 of 19 BUILDING DIAGRAMS DIAGRAM 7: DIAGRAM 8: All buildings elevated on full-story foundation walls with a All buildings elevated on a crawlspace with the floor of the partially or fully enclosed area below the elevated floor. crawlspace at or above grade on at least one side,with or This Includes walkout levels,where at least one side is at or without an attached garage. above grade.The principal use of this building is located In Distinguishing Feature—For all zones,the area below the first the elevated floors of the building. floor is enclosed by solid or partial perimeter walls.In all A Distinguishing Feature—For all zones,the area below the zones,the crawlspace is with or without openings**present in elevated floor is enclosed,either partially or fully.In A Zones,the the walls of the crawlspace.Indicate information about partially or fully enclosed area below the elevated.floor is with or crawlspace size and openings in Section A -Property without openings••present in the walls of the enclosure.Indicate Information.(if the distance from the crawlspace floor to the top information about enclosure size and openings in Section A - of the next higher floor is more than 5 feet,use Diagram 7.) Property Information. C2.a , C2.b C2.b C2.a NEXTHIGHER GRADE NEXT HIGHER FLOOR FLOOR GRADE C2.f C2.g C2.F WALKOUT LEVEL C'2'g (ENCLOSURE) CRAWLSPACE AB.a AS.b-c AB.b-c AS.a :. AB.b-c OPENINGS" OPENINGS•' OPENING" DIAGRAM 9: All buildings(other than split-level)elevated on a sub-grade crawlspace,with or without attached garage. Distinguishing Feature—The bottom(crawlspace)floor is below ground level(grade)on all sides'(If the distance from the crawlspace floor to the top of the next higher floor is more than five feet,or the crawlspace floor is more than two feet below the grade[LAG)on all sides,use Diagram 2A or 2B.) C2.a C2.b GRADE NEXT HIGHER FLOOR C2.f C2.g OPENINGS- • A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office,garage, workshop,etc. ••An"opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIP,a minimum of two openings is required for enclosures or crawtspaces.The openings shall provide a total net area of not less than one square inch for every square foot of area enclosed,excluding any bars,lowers,or other covers of the opening.Alternatively,an Individual Engineered Flood Openings Certification or an Evaluation Report Issued by the ICC ES must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window,a door,or a garage door is not considered an opening:openings may be installed in doors.Openings shall be on at least two sides of the enclosed area.If a building has more than one enclosed area,each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor Immediately below the opening.For more guidance on openings,see NFIP Technical Bulletin 1. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 19 of 19 1 e� All 4F AIR < (( y p To two I '11• 1 1 11 1 1 1 8/30/24,1:05 PM 20240828_162535 jpg b I r . f'Y f � �•pr ` a 14 � r��"��, des' •`,�- r'K� p �_'�.,i a � � .3 rIra ; s Sk 1 rztL f y { J w. :4• ,1+ 1, t � v �� 1��?f � r t ,► �1 � ��: 4 C / . t �, tom. �PS�t,f�MhA.�" {�. t. ,'► https://mail.google.com/mail/u/0/#inbox?projector--i 830/24,1:04 PM 20240829084831jpg M. PAP , 1 w�°Oco" pl S https://mail.google.com/mail/u/O/#inbox?projector--i FIELD INSPECTION REPORT' ADATE COMMENTS FOUNDATION (1ST) -------------------------------------- -- FOUNDATION (2ND) O ROUGH FRAMING& PLUMBING INSULATION PER N. Y. STATE ENERGY CODE 1 lu6pt- 2.0. FINAL ADDITIONAL COMMENTS FL cj� -op Q. 0 9-9= - _-�_ _ o --- , �, - ,� --- --- -- --- X e�4 ---------- ------------- ---------- ........ --—------- Sys r G TOWN OF SOUTHO L D -BUILDING DEPARTMENT Town Hall Annex 54375 Main Load p. ®. Box 1179 Southold,y =:1 1°dY11971-0959 'syof y" Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled cut in their entirety.fncompfete applications will not be accepted. Where the Applicant is not the owner,an t Owner's.Authorization form(Page 21 shal;be cam,pg eted, Date: S Aq1 OWNER(S)OF PROPERTY: Name: k(olberr Ulm Z,ec, SCTM#1000- �y O V _0 Q 00 Project Address: r0 �-f' N-v `l 957 Phone#: ®L- I Email: CC 01 Mailing Address: 5 2- 5 CieJ Gv' '8 Y &1 01 tki qs CONTACT PERSON: Name: L0 Mailing Address: -7 4" o 'SOUAd avyu Mo,44 V. )Lg5p- -' Phone#: (P3J-392 �70LJI Email: DESIGN PROFESSIONAL INFORMATION., Name: Mailing Address: Phone#: Email: CONTPJW-TO9 INFORMATION. Name: Mailing Address: 14q6 ,�S®md. r/a�t,�� ,�►d Q �a� Phone#: I v 3 g 2 ' D .9' Email: ��ib��➢'fl� � � '�,�5 b co .DES C91PTION...OP PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ° then 1r)54-A-0 ISO )A.r" Py S,d�&v-6n on by $ 3 2-7.5-0 Will the lot be re-graded? ❑YesXNo Will excess fill be removed from premises? ❑Yes)lo byl 40L4C 1 I PROPERTY'I NFORMATION Existing use of property: Intended use of property: Zone or use district in w ich premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yeso IF YES, PROVIDE A COPY. heck Box After-Reading The owner/contractor/design professional is responsible for alldrainage an8 storm water�ssue5 as provided by ' Chapter 236 of the-Town Code.APPl1CATION I5 HEREBY,MADE to the Building Department for the'issuance of a Building Permit pursuant to theBuilding Zone Ordniarice of the Tdiun of Southold,Suffolk,County New York arid other applicable laws,.Ordinarices or'Regulatwr s for the,construction otbuildings;: .additions,alterations or for ie i&al 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.premise' nd in buildmg(s);for necessary inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to8ect�on 210:45'of the New_York'State:PenaCLaw:. - AApplication Submitted I3 tint name):Lorraine ®iPenta pP y(P ) BAuthorized Agent El Owner Signature of Applicant: � F' Date: Y/2-7-/z� STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Lorraine ®i Penta being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (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 20c� L/ DMAASEPUL . PROPERTY OWNER AUTHORIZ AT101 IQuEd F1W►01S6�Oi (Where the applicant is not the owner) }.` A^- eC- residing at 's z l t'nh do hereby authorize l�-Y�e h�' G V12►'r G f 1)Pu1,6 to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 'o�suFFutrcoG� TOWN OF SOUTHOL,D—BUIL,DING DEPARTMENT C. x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 https://Nvivw.southoldtownny.gov Floodplain Development Permit Application FAddress: FORMATION.:. Flood Zone: _ FIRM Panel: SCTM#1000- 15 -(' s 02 5 oZ(o.c�c�� City: Y-1`CA 1L Zip: 5 '7 CONTACT PERSON':' Name: Lj)yr tl p lc ^b I o �.�,� Phone#: �g'°? MailingAddress:-i q—� O ��,t�IOL. � Ave`'&,j�"1"�LtC PR0IECT DESCRIPTION:: s .PdL-rl� G Al r� SECTION A:STRUCTURAL DEVELOPMENT(CHECK.ALL THAT APPLY) - Type of Str icttire; Type of Structural Activity - >Residential (1 to 4 families) ❑New structure ❑ Residential (more than 4 families) ❑ Demolition of existing structure ❑Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑Manufactured Home W Other: -� ks h er'o o 4c r-n o urt-kA_ 601 air ❑ Located on individual lot ❑ Located in manufactured home park SECTION B.OTHER'DEVELOPMENT(CHECK,ALL TKAT APPLY) ❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑Drilling ❑Dredging ❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration(attach description) ❑ Excavation(not related to a structured development) ❑Other development not listed(specify): "By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge thesnformation coed ntain ` �n this application�s true and accurate,i understand that no work may�start until a permit is issued The o,'--- may be revoked:if 'false statements are made he ern If r'e'voked,.all work must cease until permit is re issued Development shaIV-not be,used or occupied until a'Gert of,`6ompliance is issued The permif will ekpire if no work}is=commenced within orie year ofrssuance Other:"permits may,b.e. ;;`required to fulfill regu{atory requirements Appf�cant gives consent to beat autF�ontyy or;representatwe'to make%reasonable inspections: to verify cornphance - _ ';,' Application Submitted By(print name): Loy-rm nt, ignature of Applicant: z� � -44 Date: -7 . 1 o/,9 �L �? O gtaff 0(,� BUILDING DEPARTMENT-El rQ0 pector c 1b TOWN OF S`" HOLD o Town Hall Annex - 54375 M oa ® go,1179 Southold, New Yor 1„,9711---0959 Telephone (631) 765-1802 IF (63�1)�75Q2'�a rogerr a(�southoldtownny gov seandCa��s�ytlioidtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Ski z Company Name: 6 0 M CA4 Enf r- L-L,cj Electrician's Name:Jo mg_-,� License No.: 61 _ S\,J F Elec. email: Pe r-rn s-b 0, r,a S S, Cow Elec. Phone No: -)p1c13 (9I request an email copy of Certificate of Compliance Elec. Address.: -7 4-7 o ,So vy3�_ ave,, M +kkcI� d' DOB SITE INFORMATION (All Information Required) Name: kr"m bLr'l Zt Address: �50 i- Z5 Cross Street: M Wri o•fk Phone No.: 1 -5- 1 a 7 0 L Bldg.Permit#: so q / Ii/ email: PZ-r-M. Tax Map District: 1000 Section: ) Block: IR Lot: a� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): � 9 on h&Lc, Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ® NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ®NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? F1 Y FIN Additional Information: PAYMENT DUE WITH.APPLICATION Mejia, Evelin r/ From: Lorraine DiPenta <lorraine.dipenta@e2sys.com> Sent: Monday, September 9, 2024 6:17 PM To: Mejia, Evelin Cc: Barry X Ball; Kimberly Van Zee Subject: [SPAM] - Re:electrical certificates for both solar permits. . Attachments: STAMPED PLAN -VAN ZEE - DETACHED BARN - REV A.1.pdf, STAMPED PLAN -VAN ZEE - MAIN HOUSE - REV A.1.pdf Hi Evelin, I sent these electrical certificates to the homeowner and she noticed that James has the information stated incorrectly. He must have been looking at the original plans and not the as built plans that were at the inspections. I have attached the as built plans. Please let me know if you need anything else Thanks, Lorraine DiPenta \ Project Manager \, Element Energy LLC 7470 Sound Avenue Mattituck,New York 11952 P: 631-779-7993 X On Mon, Sep 9,2024 at 4:42 PM Kimberly Van Zee<vanzeekna,gmail.com>wrote: Hi Lorraine, There are several errors on the certificates. Are there going to be negative ramifications from those errors? For example: For the first certificate,which I believe is for the barn: 1. There is no basement 1pd '� al "o—A, CC)lt)m{1 2. It is not an"additio�". It is a separate structure t at was built at the same time as the house, or possibly before the house. , COn QW Chanoo p d-c "r%cVW'% CFWW The panels are 420 W 4. Total is 10.9kW(not 11.5 kW) f For the 2nd certificate, which I believe is for the house: L se panels are 420 W al is 8.8kW (not 19.SSkW)re are 21 panels and micro inverters (not 20). Thanks, Kim Begin forwarded message: From: Lorraine DiPenta <lorraine.dipenta �,e2sys.com> Subject: electrical certificates for both solar permits Date: September 9, 2024 at 3:51:47 PM EDT To: vanzeek -gmail.com Hi Kimberly, Attached are the 2 electrical certificates for both solar permits. When I receive the final CO for both permits I will email them to you. Please feel free to contact me with any questions. Thank you, Lorraine DiPenta Project Manager Element Energy LLC 7470 Sound Avenue Mattituck,New York 11952 P: 631-779-7993 X N W workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a.Legal Name 8 Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ELEMENT ENERGY LLC 7470 SOUND AVE MATTiTINCK,NY 11952 1 c.Federal Employer Identification Number of Insured Work Location,of Insured Ont ra ufred Hcover a is 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 54375 MAIN ROAD 3b,Policy Number of Entity Listed in Box"1a" SOUTHOLD,NY 11571 DBL567527 3c.Policy effective period 01/01/2023 to 1213W024 4. Policy provides the following benefits: ® A Both disability and paid family leave benefits. HS.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the foilowing class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licx used agent of the insurance carrier referenced above and that the named insured has NYS Disabiflty andfor Paid Family Leave Benefits insurance coverage as described above. Date Signed 7/10/2023 By w4d,ut (Signature of insurance carriers authorized representative or NYS Licensed!insurance Agent ofthat insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. 9 Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. it must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 6200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation!Board(only if Box 46,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. r Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carders are authorized to issue Form D6-120.1.Insurance brokers are NOT authorized to issue this form. D6.120.1 (12_21) 111111i�i�iu�ii�irsimi,iiiiouiiilfl AC4!:)R CERTIFICATE OF LIABILITY INSURANCE DATE(M 7/1=013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder,in lieu of such endorsement(s). PRODUCER I CONTACT ROBERT S.FEDE INSURANCE AGENCY NAME: PHONE FAX _ 23 GREEN STREET,SUITE 102 E-MAILNo Exl. A1C No); HUNTINGTON,NY 11743 ADDRESS: ROBERTS.FEDE INSURANCE INSURERS)AFFORDING COVERAGE NA INSURED DdIc a SURERA:ATLANTIC CASUALTY INS.CO. 52421t) INSURER Element Energy LLC C I DBA ELEMENT ENERGY SYSTEMS NSURER - INSURER D:GEN ' 7470 SOUND AVENUE MATTITUCK,NY 11952 INSUU FNSRERRER COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE OOL POLICY NUMBER MMID�D EFF YYyI Rww EXP LIMITS IX I A COMMERCWL GENERAL LiABRnT X XL1450036873 7I14223 7/14/ 04 EACH OCCURRENCE 3,000,000 CLAIMS•MADE IX-1 OCCUR PREMISES JE2omurance $ 100,000 91AP13$92036 MED EXP(A are person) $ 5000 X Contractual Lis 7/19/2022 71IS2024 PERSONALaAm WRy s 3000000 GEMLAGGREGATE UMITAPPLIES PER: GENERALAGGW(3ATE $ 3.000,000 POLICY PRO- JECT LOC PRODUCTS-COMPIOPAGG $ 3000000 OTHER: $ AUTOMOBILELIABIL11Y ECOMBI ISIN LWIT $ ANY AUTO OWPIED SCHEDULED eODILY INJURY(Per person) $ AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OIMNED PROPERTY OAIWAGE AUTOS ONLY AUTOS ONLY per 111 $ s UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LUIB CLAIMS-MADE AGGREGATE $ DE❑ RETENTICNs $ WORKERS CGMPENSATION 124494445 PER oTH- AND EMPLOYERS'LW MKT/ Y j N 7/1312023 7/13/2024 AT ER ANY PROPRIETORMARTNEWEXECUTIVE B OFRCERIhEMSER EXCLUDED? NIA E L EACH ACCIDENT 3 1 000 000 If yes.desc in NH) EL DISEASE-FA EMPLOYE $ I1 yes,tlesCllbe urtQir DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ NY State DBL DOL567527 11 nO23 IV3112024 Statutory DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,AthBtlonal Remake SehedWe,nmy be atlaehed If amM space to retored) CERTIFICATE HOLDER IS ADDITIONAL INSURED Certtificate holder and Property Owners are hereby named as additional insured(using CG 2010 and CG 2037)(Blanket)on a non contributory basis including completeted operations on GL Waiver of subrogation is applicable to General Liability. 30 day notice of cancellation applies. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE fcbe# 'S- Feder ©1988-2015 ACORD CORPORATION. All rights reserved. At-nnn lit tJnaGrnit Tk-Ar-non ...a t... .......:sa a..r.., .1—-41 Armor, NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 122m CERTIFICATE OF WORKERS'COMPENSATION INSURANCE (RENEWED) 823336604 ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 0 HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD DBA ELEMENT ENERGY SYSTEMS 54375 MAIN ROAD 7470 SOUND AVENUE SOUTHOLD NY 11971 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12449 444-5 369075 07/1312023 TO 0711312024 711112023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449444.5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, NTH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COMICERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND10R MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION ANDIOR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND JyY � DIRECTOR,[NSURANCE FUND UNDERWRITING OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: • o•a B.P.# o ��' WITHOUT CERTIFICATE. FEE" 6-Oa By OF OCCUPANCY . .NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION COMPLY WTH ALL CODES OF 4. FINAL-CONSTRUCTION MUST NEW YORK STATE&TOWN CODES BE COMPLETE FOR C.O. AS REQUIRED ND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUMOLD TOWN ZM YORK STATE. NOT RESPONSIBLE FOR SOUMOLDTOWN PLANNING BOARD DESIGN OR CONSTRUCTON ERRORS SOUMOLD TOWN TRUSTEES N.Y.S.DEC SOUMOLD HM SCHD COMPLY 1!!ffN CMAPTER 1M RETAIN STORM WATER RUNOFF FLOOD DARE PURSUANT TO CHAPTER.236 � ' �'�'` '' �"' OF THE TOWN CODE. � rw r;0� F Zoho Sign Document ID:2A768FFA-RMNFGISDU9CGOU5X04CLNDZ-TCBMXL3MBSWDTS60N-A '� . O \\lVV Town of Southold April do?* 20 4 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 ` Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Van Zee Residence, 525 Cedar Birch Rd. Orient, NY 11957 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. pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. P��oo AEc yo Great Eastern Services, Inc. PO Box 240 24 Harvey Rd m w Riverhead, NY 11901 �N Mobile: 631.235.0189 �oA �03443 Email: jerrygiustra@gmail.com Ro�ss1oNP f Zoho Sign Document ID:2A768FFA-RMNFGISDU9CGQU5XO4CLNDZ-TCBMXL3MBSWDTS60N-A 5COPE-OF WORK DESIGN&DRAFTING BY: ELEMENT ENERGY LLC TO INSTALL A 19.55 KW 50LAP PHOTOVOLTAIC(PV)SYSTEM AT VAN ZEE RESIDENCE, 051 112-12929 REVIEW BY J.M.NCERTIFIE LOCATED AT 525 CEDAR BIRCH RD, ORIENT, NY 1 1957. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS Plum'sland DESCRIPTION DATE REV _ ORIGINAL 04-19-2024 SYSTEM RATING at OnentrP°mt 19.55 kW DC 5TC v ; 14.72 kW AC 5TC T`ern® /. EQUIPMENT SUMMARY EM 20 QCELL Q.TRON ELK M-G2+ 425 WATT PV MODULES nlet P°qd °unty':Park 20 ENPHA5E IQ51MC-72-M-US MICRO INVERTERS CONTRACTOR I IRONRIDGE XRI 00 MOUNTING SYSTEM ® ELEMENT ENERGY, LLC. SHEET INDEX I —_._I c 7470 SOUND AVE °H"�1a4vr PV-I COVER MATTITUCK, NY 1 1952 PV-2 51TE PLAN IFROJECT LOCATION LICENSE# G74G 1-HI PV-3 ROOF PV LAYOUT LICENSE# 52G89-ME PV-4 STRUCTURAL/DETAILS*SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM PV-G LABELS � _Ov NEIV GOVERNING CODES r` ��Pa�`O A Go�'� - 2017 NATIONAL ELECTRICAL CODE. o 2020 U51DENTIAL CODE OF NEW YORK STATE. 0 2 2020 FIRE CODE OF NEW YORK STATE. Z� A5CE 7-1 G AND NFPA-70. FQ 103443 UNDERWRITERS LABORATORIES(UL)STANDARDS ARO OSHA 29 CPR 1 910.2G9 GENERAL NOTES PROJECT NAME 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT 0 O -THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE w Q HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK w AGREE THE SAME. AERIAL VIEW z OO 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED > _ w = � APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM w m AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN- COMPENSATION, g z 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O w w w ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO o N COMMENCING WITH WORK. w Q U a-/JURISDICTION. Ln Ln p 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR O > c\l WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE Ln THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS 2 ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATIOON. THIS SHALL INCLUDE, BUT ARE NOT 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 A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 CONSTRUCTION. COVE 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 UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. t CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NY5 CODES$REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. DRAWING SCALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON � 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. N 'T'`�j SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PV- I RESULT OF HIS WORK. TAX MAP: 1000-0 1 5.00-08.00-02G.007 Zoho Sign Document ID:2A768FFA-RMNFGiSDU9CGQU5XO4CLNDZ-TCBMXL3MBSWDTS60N-A LEGEND DESIGN$DRAFTING BY: EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS 051112-125 A/C DISCONNECT COMBINER INVERTERS REVISIONS GND ELECTRODE AIN HOUSE DESCRIPTION DATE REV PV MODULE ORIGINAL 04-19-2024 RACKING RAIL / o ATTACHMENT POINT ---RAFTERS .*--ROOF PITCH ANGLE �SUNRUN METER ®VENT 0PLUMBING VENT ®SKY UGHT CONTRACTOR ®CHIMNEY ELEMENT ENERGY, LLC. COMPOSITE SHINGLES GOOD CONDITION e 7470 SOUND AVE ❑POTENTIAL SHADING ISSUES 00 TRIM/REMOVE AS NECESSARY GG�S� MATTITUCK, NY 1195 (9UTILTY METER " LICENSE#G74G I-HI ®MAIN ELECTRICAL PANEL LICENSE# 52G(59-ME ©PV AC DISCONNECT pF NE4/Y �Aj z jj �O �034a3 AROFESSVONP� ;e ter, M-E° PROJECT NAME cam' 13'- 1 Q W z O In LLJ LLJ u�/ Goa N � Z LLJ z U W `NOTE /j / G"x 3G"GROUND ACCE55 Ln 1.)THE ROOF SETBACK/FATHWAY SHALL NOT BE / REQUIRED ON ROOF WHERE ADJACENT OR OPPOSING ROOF SLOPE IS ACCESS ROOF IN TIL. METER ACCORDANCE WITH R324.G.I EXCEPTION OF ON H-FRAME °S �P;' / 5HEETNAME 2020 NYS RESIDENTIAL CODE. oo \QyS i 2.)THE ROOF SETBACK/PATHWAY SHALL NOT BE / t REQUIRED ON ROOF WHERE THE SLOPE IS S 1 TE PLAN EQUAL TO OR LESS THAN TWO UNITS IN VERTICAL WITH 12 UNITS IN HORIZONTAL IN ACCORDANCE WITH R324.G EXCEPTION OF 0 ° 2020 NYS RESIDENTIAL CODE. 3.)THE ROOF SETBACK/PATHWAY SHALL NOT BE I DRAWING scALE REQUIRED ON DETACHED GARAGE IN 4 — ACCORDANCE WITH R324.G. — I /QII — I I-OII W 270°0 �90°E V CONSTRUCTION NOTES 240° Q 120° 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 2100 150° SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 180° 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. g PV-2 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000-0 15.00-08.00-02G.007 Zoho1Sign Document ID:2A766FFA-RMNFGISDU9CGQU5XO4CLNDZ-TCBMXL3MBSWDTS60N-A CONSTRUCTION SUMMARY LEGEND DESIGN&DRAFTING BY: (20)CQELL Q.TRON BLK M-G2+ 425 WATT PV MODULES SM IN SE UTILITY METER ELEMENT ENERGY LLC (DIMENSIONS: G7.8"X 44.G"X I.I C3") MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CERTIFIE (20) ENPHASE IQB A/C MC-72-M-US MICRO INVERTERS NEW SUB-PANELS O5 1 1 1 2-1 29 DISCONNECT (50)ATTACHMENT POINTS @ G4"O.C. MAX. NVER7COMBI ER INVERTER (183.8) LF IRONRIDGE XRI 00 MOUNTING SYSTEM. S REVISIONS AIN HOUSE e ONO ELECTRODE ROOF TYPE: STANDING SEAM ROOF(SINGLE LAYER) DESCRIPTION DATEV PV MODULE ORIGINAL 04-19-2024 RACKING RAIL _ CONSTRUCTION NOTES o ATTACHMENT POINT 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE __ WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. -RAFTERS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH -*--ROOF PITCH ANGLE MINIMUM NEMA 3R RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE SUNRUN METER FIELD VERIFICATION. ®�T OPLUMBING VENT ®SKY LIGHT ®CHIMNEY CONTRACTOR BRAY#2 COMPOSITE SHINGLES ELEMENT ENERGY, LLC. oo� 10 MODULES ®GOOD CONDITION POTENTIAL SHADING ISSUES 7470 SOUND AVE 22°PITCH P TRIM/REMOVE AS NECESSARY MATTITUGK, NY 1195 G9°AZIMUTH ®uTIuTY METER LICENSE #G74G I-HI / SP MAIN ELECTRICAL PANEL LICENSE# 52G89-ME / ©PV AC DISCONNECT �'�_pF NEbv y s LU n W 'i �O �03443 �tr� 9� ARO�SSIONP� ARRAY#1 ;. 8 MODULES 22° PITCH •,'Eo PROJECT NAME •.� 239°AZIMUTH i / PRAY#4 I MODULE 0 w 45° PITCH g w Q 149°AZIMUTH z OO ,t j t >- o C z O Iu () w p z it! uJ © w 9"x 3G"GROUND ACCESS TYP. 0 > N Ln TIL. METER ON H-FRAME SHEET NAME _ 6 PV LAYOUT 1�� 'NOTE Z N I.)THE ROOF SETBACK/PATHWAY SHALL NOT BE 0° REQUIRED ON ROOF WHERE ADJACENT OR OPPOSING ROOF SLOPE IS ACCESS ROOF IN ' ACCORDANCE WITH R324.G.I EXCEPTION OF DRAWING SCALE 2020 NYS RESIDENTIAL CODE. ARRAY#3 W 2700p o90°E I II 2.)THE ROOF SE 13ACK/PATHWAY SHALL NOT BE I MODULE I /8II = I -Q REQUIRED ON ROOF WHERE THE SLOPE IS 45'PITCH EQUAL TO OR LESS THAN TWO UNITS IN 149°AZIMUTH 240° 120° VERTICAL WITH 12 UNITS IN HORIZONTAL IN y 210° 150° ° ACCORDANCE WITH R324.G EXCEPTION OF 18 SHEET NUMBER 2020 NYS RESIDENTIAL CODE. S 3.)THE ROOF SETBACK/PATHWAY SHALL NOT BE PV-3 REQUIRED ON DETACHED GARAGE IN ACCORDANCE WITH R324.G. TAX MAP: 1 000-01 5.00-08.00-02G.007 Zoho Sign Document ID:2A768FFA-RMNFGISDU9CGOU5XO4CLNDZ-TCBMXL3MBSWDTS60N-A ITEM DESCRIPTION ARRAYS#1-4 DESIGN 8 DRAFTING BY: LOAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3t4 (RD) I RiciLie BeamBoard 2"X 10"D. FIR ELEMENT ENERGY LLC R Rafter 2"X 8"D. FIR P I G"O.C. REVIEW BY J.M.NABCEP CERTIFIE MODULE WEIGHT(Lbs) 4G.7 4G.7 49.7 _ P Pitch 22°*45° 051 1 1 2-1 29 (D) Deckln 5/5" PLYWOOD #OF MODULE5 8 10 I (J) EfLlinci Joist 2"X I G"O.C. I REVISIONS TOTAL MODULE WEIGHT(Lbs) 373.E 4G7.0 4G.7 r1zorital 512an of DESCRIPTION DATE REV TOTAL LENGTH OF RAIL(Ft) 91.1 75.2 1 1.4 ORIGINAL 04-19-2024 RAIL WEIGHT PER FOOT(Lb5) O.GB O.GB 0.G8 (RB) TOTAL RAIL WEIGHT(Lbs) G 1.9 5 1.1 7.5 (PQ #OF 5TRANDOFF5 22 20 4 (D) WEIGHT PER STRANDOFF(Lbs) 2 2 2 TOTAL STANDOFF WEIGHT(Lbs) 44 40 8 TOTAL ARRAY WEIGHT(Lbs) 470.5 555.1 G2.5 POINT LOAD(Lbs) 21.8 27.9 15.G CONTRACTOR TOTAL ARRAY AREA(Sq Ft) 17 .3 214.1 21.4 ELEMENT ENERGY, LLC.7470 SOUND AVE ARRAY DEAD LOAD 05/5q Ft) 2.5 2.9 2.9 MATTITUCK, NY I 1552 LICENSE #G74G I-HI WIND DESIGN 5UBJECTTO DAMAGE FROM LICENSE# 52G89-ME GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ( ) SNOW e DE51GN Frost DE51GN UNDERLAYMENT HFLO D59 FREEZING ANNUAL LOAD' Speed Topographic Special Windborne CATEGORY' Weathering' line Termite` TEMP` REQUIRED" INDEXI TEMP (mph) effects wind region debris Zone"' depth' OF NE 20 140 NO NO NO B SEVERE 3 FT MOD TO 15°F YES FEMA 555 5 J*F ,Q� PRO A G�yO� HEAVY ZONE X * ltr * MANUAL J DE51GN CRITERIA" Indoor Winter Summer desi n Heatm temperature (J) N _ � Elevation Latitude heating cooling Altitude correction factor tempera Design temperature cooling d fference FQ 34 10 43 ture SSIONP�• 108 FT 41°N 15°F 80 F 1.00 70°F 75°F 55°F Wind Wind ROOF FRAMING DETAIL I I PROJECT NAME Coincident Winter Cooling temperature difference velocity velocity wet bulb Daily range humidity Summer humidity heating cooling U_ 15°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @507 PH1L p W Q U O [� For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. z LO LU _ 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 2 t j p strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible;"'moderate"or"severe"for concrete as w 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. General Notes: z 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 w Q shall fill in the frost line depth column with the minimum depth of footing below finish grade. (n p z 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. 1 . S-5_S Clamp p N w L J 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 u.J Q ,J � on a site-specific basis in accordance with Section R301.2.1.4. /�Q > Ln O 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 2. 1 V 1 V_1 .25 Stainless Steel Hex 1 Ln N 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 O see Figure R301.2(1).] Flange Bolt (13mm Socket) n- f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. � 3 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 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 3. 3/8-24 Stainless Steel Round SHEET NAME Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: i.The loodBoundaryandFlng Flood odwayMap(FteMap),aFIRM), Point Setscrew (3/16 Hex Drive) ii.Flood Boundary and data along Map(ny revisions and 4 5TRU CTU RAL iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 4. Example roof 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) value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." DRAWING SCALE 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)." 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 A5 NOTED jurisdiction shall fill in this part of the table with"YES:'Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 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 "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 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 table. SHEET NUMBER in. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1b from ACCA Manual J or established criteria determined by the \ / jurisdiction. MOUNTING DETAIL n P V -4 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. TAX MAP: I000-0I 5.00-08.00-02G.007 (•) See FigureR3012(4)B Zoho Sign Document ID:2A768FFA-RMNFGISDU9CGQU5XO4CLNDZ-TCBMXL3MBSWDTS60N-A DE51GN t DRAFTING BY: ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE 05 1 1 1 2-1 29 SOLAR ARRAY ON MAIN HOUSE B.S kWDC TO UTILITY ORD REVISIONS (20)OCELL O.TRON BLK M-G2+425 W PV MODULES (1)STRINGS OF(10)MICRO-INVERTERS&(1)STRING OF(10)MICRO-INVERTERS MODULE TYPICAL DESCRIPTION DATE REV STRINGS TOTAL ON THE MAIN HOUSE1 N ORIGINAL 04-19-2024 BI-DIRECTIONAL STRING #1 = _ _ _ • • • o i PH TY E240 V L------------- - E14PHASE 1 N _ 7TER1IMATOR PT JM M�2402I )D1x !1 N r- ------------- IEwm DF TAP 0Dl000mm --� �- �- 9WL MDT E]®10 FT I 1 I STRING #2 I V. A 1 r - - r 1Ddt0'NVr7tlFR CONTRACTOR I ----- _- 40 AC 11ST A72�1-US SIM 000-WEIGHTED EFF. 1 1 ELEMENT ENERGY, LLC. IASEaE TYPICAL NWA6.UL Us1m I 1 7470 SOUND AVE I + MATT LICK, NY 1 1952 ENPHA5E AC COM51MR4 AC DISCONNECT 1W1 , ( LICENSE#G74G I�OWAA50 D PA 60ATEWA M� l�OU;RLLIMM , , LICENSE# 52G89-ME 40 A FUS SII 1roAI-M s-W 2,0 VAC MAN S RVICE PANEL '�vO AE0 G i-------------------------------------- I I 1 F111IS11NO MOUND ]1 T ELECTRODE SYSIFNG I v I--------- O �o3a45 --------------------------4---------� ARO�SSIoNP� PROJECT NAME WIRE & CONDUIT SCHEDULE STARTING TEMPERATURE MAXIMUM O0 CIRCUIT CONDUCTOR MAX. CONDUCTOR CONDUIT FILL CONDUCTOR GROUND CONDUIT AMBIENT ESTIMATED VOLTAGE ALLOWABLE CORRECTION ADJUSTED CURRENT Q IRCUIT I.D. CIRCUIT ORIGIN DESTINATION SIZE CONDUCTORS QUANTITY DERATE INSULATION GROUND SIZE QUANTITY CONDUIT SIZETYPE TYPE TEMP. DISTANCE DROP (7.) AMPACITY FACTOR CONDUCTOR APPLIED TO w W O r- PER POLE 310.15(B)(3) 310.15(B)(16)310.15(B)(16) AMPACITY CONDUCTORS Z D/ m IN RACEWAY NffCRU1 - uj AWG #12 1 4 0.8 SE-2 PV- AWG #8 1 BARE CU 55'C 110 FT. 1.89 30 0.84 20.16 13.30 N U IRE EMT tY 2 COMBINER BOX AWG #8 1 3 1 THWN-2 AWG #8 1 THWN-2 CU PVC SCH 40 45'C 50 FT. 0.96 55 0.96 52.80 34.58 g uj m z 3 C DISCONNECT POI AWG #6 1 3 1 THWN-2 AWG #8 1 THWN-2 CU PVC SCH 40 45'C 30 FT. 0.04 75 0.96 72.00 34.58 O - < ILJ Q U D/ C) N 0 > n O N O In n- ELECTRICAL NOTES 5NEET 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 Ampacity Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 909C WET ENVIRONMENT. [NEC G90.8(B)(I)I:(Isc)'(#ofstrin s)'(I.5G)= I G.G25 A 3-LINE D I A. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g Modules per String I O MAX. AWG#12,ampacity'Temp Derate= 20.I G A TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. 20.1 G A> I G.G25 A,therefore AC wire size is valid. Modules per Inverter 1 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL #2 Inverter Output Wire Ampacity Calculation 5.)DRAWINGS INDICATE THHEE G.GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Number of Inverters 20 GO WITH NEC I I Inverter Max Amperage output' (1.25)= 2G.G A Record low temp -109C AWG#8,am acit (Tem Derate)'(Conduit Fill Derate)= 52.5 A FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACESSORIES TO FULFILL P y p Voc Temp Coefficient -0.24%/--C DRAWING SCALE 8 A> 2. G.G A,therefore AC wire size is valid. APPLICABLE CODES AND STANDARDS. 52 DC SYSTEM SPECIFICATIONS G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. Inverter Max Amperage output'(1.25)= 2G.G A Operatinq Current 13.0 A N .T.5. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampacity'(femp Derate)'(Conduit Fill Derate)= 72.0 A Operatinel oltacle 32.7 V 5.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 72.0 A> 2G.G A,therefore AC wire size is valid. Max.System Voltacje 42.3 V SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 1 7.1 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG AC 5YETEM SPECIFICATIONS 5NEET NUMBER OR IL5CO G5L-4DBT LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) Max AC Output Current 2G.G A PV-5 OR O eratin AC Volta e 240 V 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP: 1000-0 15.00-08.00-02G.007 • Zoho Sign Document ID:2A768FFA-RMNFGiSDU9CGQU5XO4CLNDZ-TCBMXL3MBSWDTS60N-A SERVICE METER O Q ® DESIGN b DRAFTING BY: INSTALLATION NOTE ELEMENT ENERGY LLC ® � SOLAR PV SYSTEM ll PHOTOVOLTAIC • • REVIEW BY J.M.NABCEP CERTIFIE ( 1 ) ALL LABEL SHALL BE IN5TALLED IN 051112-129 EQUIPPED WITH SOLAR BREAKER , ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN 0 VOLTAGEOPERATING REQU I REM ENT5. Revisionls 8 DESCRIPTION DATE REV •' (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 04-19-2024 MAX SYSTEM VOLTAGE VDC — SOLAR AC LOAD CENTER-- OUT51DE poraoTRaoc�+7�hits�' OR REQUIRE FIELD VERIFICATION. SovQttxrrutffoEMcE T (3) LABELS, WARNING(5) AND MARKING Q SHALL BE IN ACCORDANCE WITH NEC O TURN RAPID SHUTDOWN SWITCH TO O THE'OFF*POSITION TO SHUT DOWN 1 10.21 (13). PVSYSOCKHA EMMD ARDINT DUCETHE ARRAY ;I — I CAUTION (4) THE MATERIAL USED FOR MARKING SHOCK HAZARD INTHEARRAY =LCDI�CONNECT POTO THIS 'S^'�OSJ°�D ``�'XN CL`�� `�`�' C MUST BE WEATHER RE515TANT, IN IBCME oLe LAGATED A8 SMOWN SOLAR AC LOAD CENTER- INSIDE 2� �^ � COMPLIANCE WITH NEC 1 1 0.2 1 (B)(3). CONTRACTOR ® i I ELEMENT ENERGY, LLC. O O O Q Y® (5) THE PV SYSTEM CIRCUIT. CONDUCTORS 7470 SOUND AVE 4 7 8 I I `�' I ±► 5HALL BE LABELED INSTALLED IN IMATTITUCK, NY 1 195 THIS EQUIPMENT FED BYMULTIPLE DUAL POWER SUPPLY EDURCEB.TOTAL RAW OFALL � { COMPLIANCE WITH NEC G90.3 1 . LICENSE# G74G 1-HI OVERCURRENrDEVICES,EXCLUDW13 SOURCES:UTILITY GRID L LICENSE# 5 2G89-M E MAIN SUPPLY OVERCURRENT AND PV SOLAR DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM CONDUIT - INSIDE BUILDING AMPACITYOFBUSBAIt � OF: NE(N y 3 ITHIS C7EL7EK i , SERVICE METERS ALSO SERVED BY AW HAZARD it PHOTOVOLTAIC SYSTEM HOTOVOLTAIC SYSTEM Z 2 E UNE AND itIBINER PANEL ENERGIZED II DO NOT ADDLOADS �034A3POSITION rIARO�SSIONP� CONDUIT - OUTSIDE BUILDING PROJECT NAME_ DUAL POWER SUPPLY i w W ISOURCES:UTILITY GRID AND ° ® z �/ In PV SOLAR ELECTRIC SYSTEM° _--- } W L n MAIN SERVICE PANEL - OUTSIDE — 50 g M z TIC*? ® N o z SOM ELECTRIC SYSTEM CONNEM p U-jz U w© � • • I ° O N • , • O lfl MAIN SERVICE PANEL - INSIDE ,I. OPERATING OPERKI ING VOLTAGEVOLTS POWER SOURCE I OUTPUT CONNECTION If; SHEET NAME OVERCURRENT DEV ICE LABELS AC DISCONNECT/BREAKER DRAWING SCALE 0000 ® N .T.S. SHEET NUMBER PV-6 TAX MAP: 1000-0 1 5.00-08.00-02G.007 Zoho Sign Document ID:2A768FFA-EUITWBAJJ5GA6E2YLZXMJ7DWGZUVC6YJCKBWJ91WPX0 - t 6 � � gTown of Southold P August 21st, 2024 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Van Zee Residence, 525 Cedar Birch Rd. Orient, NY 11957 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 2.9 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. 01 N FpV Great Eastern Services, Inc. ��P� o A c0 PO Box 240 24 Harvey Rd Riverhead, NY 11901 Z cn `a-1:ax� act Mobile: 631.235.0189 10344% Email: jerrygiustra@gmail.com ARC ss►oNP�' Zoho Sign Document ID:2A768FFA-EUITWBAJJ5GA6E2YLZXMJ7DWGZUVC6YJCKBWJ9IWPXO SCOPE OF WORK DESIGN E DRAFTING ELEMENT ENERGY LLC TO INSTALL A 8.82 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM ON THE MAIN HOUSE AT VAN ZEE RESIDENCE, REVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 525 CEDAR BIRCH RD, ORIENT, NY 1 1957. 051 1 12-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EX15TING ELECTRICAL SERVICE EQUIPMENT. REVISIONS Plum IslarM DFSCRIFMON DATE REV ORIGINAL 05-10-2024 SYSTEM RATING T„eP°,°t- aPOnrm`tR°'rII� REVISION 08-20-2024 A e 8.82 kW DC 5TC unans h C.72 kW AC 5TC Evans EQUIPMENT SUMMARY East 21 QCELL Q.TRON BLK M-G2+420 WATT PV MODULES gletP°nd 21 ENPHA5E IQ8MC-72-M-U5 MICRO INVERTERS N°�vra> a I I RONRI DGE XR 100 MOUNTING SYSTEM ®' Girt CONTRACTOR j ELEMENT ENERGY, LLC. SHEET INDEX a 7470 SOUND AVE PV-I COVER ` MATTITUCK, NY 1 195 PV-2 51TE PLAN PROJECT LOCATION LICENSE# G74G 1-HI PV-3 ROOF PV LAYOUT LICENSE# 52G89-ME PV-4 STRUCTURAL/DETAILS*SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM PV-G LABELS of n,E,Vs GOVERNING CODES 0 A G 2017 NATIONAL ELECTRICAL CODE. o * O e• 2020 RESIDENTIAL CODE OF NEW YORK STATE. d �� 2020 FIRE CODE OF NEW YORK STATE. A5CE 7-1 G AND NFPA-70. UNDERWRITERS LABORATORIES(UL)STANDARDS 103443 05HA 29 CFR 1 910.2C9 ARO �tpNp� GENERAL NOTES 16 PROJECT NAME 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE p HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK w w <O AGREE THE SAME. AERIAL VIEW P z 0 � 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP u� INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM LU m >- AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN-5 COMPENSATION, g K z ' COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O w 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND w a z ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO o N p COMMENCING WITH WORK. w z U a/ JURISDICTION. Q 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR cO > N O WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE O 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. THI5 SHALL INCLUDE, BUT ARE NOT RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 SCAFFOLDING STAIRS, ETC.. AS WELL AS PERMANENT COVE SPECIFICATIONS. CONSTRUCTION. G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. t- DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NY5 CODES t-REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON N .T.S. 1 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE WEEKLY BASIS SOONER IF CONDITIONS WARRANT. PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 4. A THE COMPLETION OF WORK, THE SITE TO BE CLEARED THEY ARE NOT TO B LE E USED ON ANY OTHER PROJECTS OR Off ALL L DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE SHEET NUMBER 9. CONTRACTOR SHALL 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. PV- I RESULT OF HIS WORK. TAX MAP: 1000-01 5.00-08.00-02G.007 Zoho Sign Document ID:2A768FFA-EUITWBAJJ5GA6E2YLZXMJ7DWGZUVC6YJCKBWJ91WPX0 LEGEND DESIGN 4 DRAFTING BY: @EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS 051 1 1 2-1 29 A/C DISCONNECT COMBINER INVERTERS O GNO ELECTRODE REVISIONS PV MODULE DSCRIPTION DATE REV ORIGINAL 04-19-2024 RACKING RAIL REVISION 08-20-2024 A o ATTACHMENT POINT ---RAFTERS PROOF PITCH ANGLE F19SUNRUN METER [71VENT AIN HOUSE OPLUMBING VENT ®SKY LICIT ®CHIMNEY CONTRACTOR ®COMPOSITE SHINGLES ELEMENT ENERGY, L-C. GOOD CONDITION POTENTIAL SHADING ISSUES 7470 SOUND AVE nTRIM/REMOVE AS NECESSARY MATTITUCK, NY I 1052 (9uTIuTY METER LICENSE# G74G I-HI ®MAIN ELECTRICAL PANEL ©PV AC DISCONNECT _ ,��% LICENSE# 52G89-ME OF NEI.yY O ��P= � AG�Gs �7- n W Z � b 1133445 � AROFEss►oNP�" 'r 13_11 PROJECT NAME / Q �. = LU U O [� Z D-/ ILL }' G'x 3G'GROUND ACCE55 TW. O W Q W IV W z / / a / / LU Z U �/ TIL. METER k 4' Q 'NOTE ON H-FRAME fiSF, ,/ �.�P`n F / O N O In 1.)THE ROOF SETBACK/PATHWAY SHALL NOT BE �% ,a`: 4 F O REQUIRED ON ROOF WHERE ADJACENT OR ^4; / � OPPOSING ROOF SLOPE IS ACCESS ROOF IN ACCORDANCE WITH R324.G.I EXCEPTION OF 2020 NYS RESIDENTIAL CODE. 11 —1 SHEET NAME 2.)THE ROOF SETBACK/PATHWAY SHALL NOT BE 4'— REQUIRED ON ROOF WHERE THE SLOPE IS EQUAL TO OR LESS THAN TWO UNITS IN 51TE PLAN VERTICAL WITH 12 UNITS IN HORIZONTAL IN ACCORDANCE WITH R324.G EXCEPTION OF N 2020 NYS RESIDENTIAL CODE. 0° 3.)THE ROOF SETBACK/PATHWAY SHALL NOT BE REQUIRED ON DETACHED GARAGE IN ' DRAWING SCALE ACCORDANCE WITH R324.G. 0 490°E 3/32" _ 1 1_011 W 270° — CONSTRUCTION NOTES 240° V 120° 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 210' 150' SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 180° fDV —2 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. S I 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1000-0 1 5.00-08.00-02G.007 Zoho Sign Document ID:2A768FFA-EUITWBAJJ5GA6E2YLZXMJ7DWGZUVC6YJCKBWJ9IWPXO CONSTRUCTION SUMMARY LEGEND DESIGN b DRAFTING BY: (2 1)CQELL Q.TRON BLK M-G2+ 425 WATT PV MODULES (DIMENSIONS: G7.8"X 44.G"X 1.18") GMAINISERVICE PANEL UTILITY METER VIEW BY JEM.NABCEP CERTIFIE MAIN S NEW PV SUB-PANELS 051 1 12-129 (2 1) ENPHA5E IQ8MC-72-M-U5 MICRO INVERTERS A/C DISCONNECT (5G)ATTACHMENT POINTS @ 48"O.C. MAX. COMBINER INVERTERS (200.3) LF IRONRIDGE XRI 00 MOUNTING SYSTEM. (D CND ELECTRODE REVISIONS ROOF TYPE: ASPHALT SHINGLE(SINGLE LAYER) DE5CRIPTION DATE REV PV MODULE ORIGINAL 04-19-2024 CONSTRUCTION NOTES —RACI(ING RAIL REVISION 08-20-2024 A 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE o ATTACHMENT POINT WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AIN HOUSE ---RAFTERS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH -*-ROOF PITON ANGLE MINIMUM NEMA 3R RATING. �SUNRUN METER 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ®V°IT 0PLUMBING VENT ®SKY LIGHT CONTRACTOR CHIMNEY COMPOSITE SHINGLES ELEMENT ENERGY, LLC. OOD CONDITION 7470 SOUND AVE BRAY#2 POTENTIAL SHADING ISSUES I O MODULES 1:11RIM/REMOVE AS NECESSARN MATTITUCK, NY 1 1952 �" 4+ 22°PITCH ®umnY METER LICENSE# G74G I-HI G9°AZIMUTH [NE]MAIN ELECTRICAL PANEL LICENSE# 52G89-ME ©PV AC DISCONNECT / of: NEW), 0 A r � F ` _ 2 ARRAY#I * O �03443 b MODULES 22°PITCH �z A'40��►ONP� 239°AZIMUTH RPA Y#4 I MODULE / 45°PITCH PROJECT NAME 149°AZIMUTH y o w o Q LU G'x 3G'GROUND ACCE55 TYP. — g � z m TIL. METER ` / 0 u Q ON H-FRAME N o z C) w w Q U � C) > N O 62� O In Il PRAY#5 ARRAY#3 1 MODULE I MODULE 45°PITCH 5HEET NAME 45°PITCH 239°AZIMUTH 49°Ayv N 'NOTE PV LAYOUT 1.)THE ROOF SETBACK/PATHWAY SHALL NOT BE 0° REQUIRED ON ROOF WHERE ADJACENT OR OPPOSING ROOF SLOPE IS ACCESS ROOF IN I ACCORDANCE WITH R324.G.I EXCEPTION OF DRAWING SCALE 2020 NYS RESIDENTIAL CODE.2.)THE ROOF SETBACK/PATHWAY SHALL NOT BE W 270°a 090°E REQUIRED ON ROOF WHERE THE SLOPE IS 240° 120° EQUAL TO OR LESS THAN TWO UNITS IN VERTICAL WITH 12 UNITS IN HORIZONTAL IN 210° 150° ACCORDANCE WITH R324.G EXCEPTION OF 180° SHEET NUMBER 2020 NYS RESIDENTIAL CODE. S �`V,_� 3.)THE ROOF SETBACK/PATHWAYBE SHALL NOT REQUIRED ON DETACHED GARAGE IN ACCORDANCE WITH R324.G. TAX MAP: 1 000-01 5.00-08.00-02G.007 Zoho Sign Document ID:2A76BFFA-EUITWBAJJ5GA6E2YLZXMJ7DWGZUVC6YJCKBWJ91WPXO LOAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3-5 DESIGN$DRAFTING BY: ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE MODULE WEIGHT(Lbs) 4G.7 4G.7 4G.7 051 1 12-129 #OF MODULES 10 8 I °x 8°@ 144°O.G. REVISIONS TOTAL MODULE WEIGHT(Lbs) 4G7.0 373.G 4G.7 x 8^TONGUE 6 GROOVE Tl P. DESCR PfION DATE REV TOTAL LENGTH OF RAIL(Ft) 113.5 Co.1 1 1.4 °x G"@ 24"O.C.R.R. ORIGINAL 04-19-2024 RAIL WEIGHT PER FOOT(Lbs) O.GB O.GB O.GB REVISION 08-20-20 4 A TOTAL RAIL WEIGHT(lbs) 77.4 40.5 7.8 °X 6"@ 46 O.C.C.T. #OF 5TRANDOFF5 32 24 4 2)2°X 8°@ 48"O.C. 2 2°X 8" 48°O.C. WEIGHT PER STRANDOFF(Lbs) 2 2 2 °X 8"@ 144"O.C. °TOTAL STANDOFF WEIGHT(Lbs) G4 48 8 X 4°@ 24°O.C.R.R. TOTAL ARRAY WEIGHT(Lbs) G08.4 4G2.5 G2.5 POINT LOAD(Lhs) 10.0 15.3 15.G CONTRACTOR TOTAL ARRAY AREA(5alFt) 214.1 171.3 21.4 ELEMENT ENERGY, LLC. ARRAY DEAD LOAD(Lb5/561 Ft) 2.5 2.7 2.9 7470 SOUND AVE X 8"@ 144"O.C. MATTITLICK, NY 1 1952 LICENSE#G74G I-HI WIND DE51GN SUBJECT TO DAMAGE FROM 51 2X35 STEEL 1-BEAM @ 144°O.C. GROUND SEISMIC WINTER ICE BARRIER AIR MEAN LICENSE# 52G89-ME FLOOD SNOW e DESIGN i Frost DESIGN UNDERLAYMENT HAZARD59 FREEZING ANNUAL LOAD' Speed Topographic Special Windborne CATEGORY TEMP` REQUIRED' INDEA TEMP) k i Weathering' depth" Termite` 0 tV (mph) effects wind region debris zone"' depthb of NE 20 140 NO NO NO B SEVERE 3 FT MIIOEDD TYO 151 F YES ZONE X FEMIA 595 51°F ��Q �pRO A MANUAL J DESIGN CRITERIA" W Indoor Z 2 Elevation latitude Winter Summer Altitude correction factor design Design temperature cooling Heating temperature N - � heating cooling tempera difference 103443 ture A �, R��SSIONP 105 FT 41°N 15°F 80 F 1.00 70°F 75°F 55,F Wind Wind ROOF FRAMING DETAIL Fli Cooling temperature difference velocity velocity Coincident Daily range Winter Summer humidity _ PROJECT NAME heating cooling wet bulb humidity 0 15°F I5 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%Ph Q W For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 Ms. N U 0 L j a. Where weatheringrequires a higher strength concrete or grade of mason than necessary to satisfy the structural requirements of this code,the frost line depth w q 9 9 9 masonry ry Y q P t j � U strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,"moderate"or"severe"for concrete as 2 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. g L m Z 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 govem.The jurisdiction O w shall fill in the frost line depth column with the minimum depth of footing below finish grade. � N p Z 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. 1 . S-5-S Clamp p uJ w 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 w Q C) � on a site-specific basis in accordance with Section R301.2.1.4. /�Q Ln Ln 0 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 2° 1 V I V-1 ,2 5 Stainless Steel Hex 1 O > LNn 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 no - seetFigureR301.2(1).] p g category Flange Bolt (13mm Socket) n_ f. The jurisdiction shall fill in this art of the table with the seismic design cafe o determined from Section R301.2.2.1. 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 3 Q 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 3° 3/8-24 Stainless Steel Round Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: SHEET NAME i.The load Boundary and Fl odway nceMap(F to M),a(FIRM), Point Setscrew (3/16 Hex Drive) ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. 4 5TRU CTU RAL The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 4, Example roof h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R9D5.6.3.1,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." L 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) 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 DRAWING SCALE (Base 32°F)." 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 AS NOTED jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 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 "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 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 table. SHEET NUMBER in. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table is or lb from ACCA Manual J or established criteria determined by the jurisdiction. MOUNTING DETAIL n PV-4 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. (•) See FigureR301.2(4)B. TAX MAP: 1000-0 1 5.00-08.00-02G.007 Zoho Sign Document ID:2A768FFA-EUITWBAJJ5GA6E2YlZXMJ7DWGZUVC6YJCKBWJ91WPX0 SOLAR ARRAY ON THE DETACHED GARAGE 10.92 kW _ ' (`26)QCIELL 0.TRON EILK M-G2+420 W PV MODULES (1)STRING.OF(10)MCRO-INVERTERS h(2)STRINGS OF(8)MICRO-INVERTERS DESIGN 4 DRAFTING BY: •(, STRNCS TOTAL ON THE OETACIED GARAGE ELEMENT ENERGY LLC STRING REVIEW BY J.M.NABCEP CERTIFIE _ _ _ _ _ _ 4__ _ _ 051 112-129--------- - - _ _ - I - r ----------- REVISIONS DE5CRIPTION DATE REV - I STRING #4 - - - - - - - ORIGINAL 04-19-2024 'SYSTEM SPECIFICATIONS&NOTES' r---------- _ _ _ _ _ _ _ _ _ _ _ _ _ REVOION 08-20-2024 A TOTAL SYSTEM SIZE:19.74 kW I I MODULES:(47)QCELL Q.TRON BLK M-G2+420 W PV MODULES INVERTERS:(47)ENPHASE IQ8MC-72-M-US MICRO-INVERTERS I 1 (21)MODULES INSTALLED ON MAIN HOUSE j (26)MODULES INSTALLED ON THE DETACHED GARAGE i I STRING #5- 14- - - - - - I I i i II Nr�_ TO URNIY GRND CONTRACTOR _ SOLAR ARRAY ON MAIN HOUSE ti82 kWDC I I I PSEOU A0171 21)OCELL Q.TRON E!R M�2+420 W PV MODULES _ 1)STRINGS of(11)YICRO-HVERTERS h(1)51fioNG OF(10)MICRO-DNVERTETS I I I AC.="COMBINER W` ^6 � ELEMENT ENERGY, LLC. K2)SIR NCS TOTAL aN TNT 1EAw NODS MODULE TYPICAL. I ' I I 1 G"'�" gS��•�� AG DlsmNrEcr �fNLL10fp®'°'T + N 7470 SOUND AVE r STRING #t-- _ _ _ - • • • - - •_¢ "_� wR� O 'E'wm nLICENSE# G74G119H1 '°" > •■•wv LICENSE# 52G89-ME I �-- �-- �-- �-- I MMI.Im®qR I I I I _ 1 1 j STRING2 _ _ _ _ _ _ - ---- --- I OF�EVy r - - - - - - - - - - - 1 i ' ' P oA y0 I i ---- °��-M-� i I .`.s�i�nog �� W:]fSE I I IROAT CABLE 7W7IL1L I AC DISCONNECT A 1 1 y� I I GATEWA e ,o M� 1 �O 10344S fB0k ML,IG® 1 1 I .O A �------------� I R FESSio P IDA I M YAW SERNLE PAIh1 ■ 1 PROJECT NAME • ■ ----- -------------------------------- 11 1 ' .i r-------------------------------- --- • ---------- - ----i 1 EXISDNG!ROUNDING D/ I N I I I 1 ELECIROIE SYSTEM O QI I II L- ----L------JJ W z O LIl ---------------------- -------� CZ L < LLJ WARE k CONDUIT SCHEDULE O LLJ z MAX. CONDUIT FILL STARTING TEMPERATUREN CIRCUIT CONDUCTORCONDUCTOR CONDUCTOR GROUND CONDUIT AMBIENT ESTIMATED VOLTAGE ALLOWABLE CORRECTION ADJUSTED CURRENT p w w w IRCUIT I.D. CIRCUIT ORIGIN DESTINATION SIZE CONDUCTORS QUANTITY DERATE INSULATION GROUND SIZEQUANTITY ONDUIT SIZETYPE TYPE TEMP. DISTANCE DROP (Z) AMPACITY FACTOR CONDUCTOR APPLIED TO w Q U � PER POLE 310.15(B)(3) AMPACITY CONDUCTORS U) Q 310.15(B)(16)310.15(B)(16) 0 > N 1 - AWG 12 1 4 O.B AWG #8 1 BARE CU 55'C 110 FT. 1.89 30 0.84 20.16 13.30 � Ln IRF EMT 2 COMBINER BOX AWG #8 1 3 1 THWN-2 AWG #8 1 THWN-2 CU PVC SCH 40 45'C 50 FT 0.96 55 0.96 5280 34.58 � w 3 C DISCONNEC P01 AWG #6 1 1 3 1 THWN-2 AWG.#B 1 THWN-2 I CU PVC SCH 40 45-C 30 FT. 0.04 75 0.96 72.00 1 34.58 ELECTRICAL NOTES 5HEET 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 Ampacity Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC G90.8(13)(1)]: (Isc)'(#of strin s)'(1.5G)= 18.29 A 3-LINE D IA. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g Modules per String I I MAX. TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. AWG#I 2,ampacity'Temp ore.Der A = 20.16 A 4.)WORKING CLEARANCES AROUND ALL NEW AND EX15TING ELECTRICAL EQUIPMENT SHALL 20.I G r > 18.29 A,therefore yC wire size is valid. Modules per Inverter I COMPLY WITH NEC 110.2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 47 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output'(I.25)=34.58 A Record low temp -I OeC FUPNI5H ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL AWG 0,ampacity'(femp Derate)'(Conduit Fill Derate)= 52.8 A Voc Temp Coefficient -0.24016/9C DRAWING SCALE APPLICABLE CODES AND STANDARDS. 52.8 A>34.58A,therefore AC wire size is valid. G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation DC SYSTEM SPECIFICATIONS THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. Inverter Max Amperage output'(1.25)=34.58 A Operatinq Current 13.0 A N T 5 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampacity'(Temp Derate)'(Conduit Fill Derate)= 72.0 A Operatincl Voltacle 32.7 V 8.)MODULE GROUNDING CUPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 72.0 A>34.58 A,therefore AC wire size is valid. Max.System Voltacje 42.3 V SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 17 1 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG AC SYSTEM SPECIFICATIONS 5HEET NUMBER OR IL5C0 G5L-4DBT LAY-IN LUG. Max AC Output Current G2.5 I A I0.)THE POLARITY OF THE GROUNDED CONDUCTORS I5(positive/negative) PV-5 OR O eratin AC Volta e 240 V 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP:- 1000-0I 5.00-08.00-02G.007 Zoho Sign Document ID:2A768FFA-EUITWBAJJ5GA6E2YLZXMJ7DWGZUVC6YJCKBWJ9IWPXO O 1 7 DESIGN 8 DRAFTING BY: SERVICE METER O INSTALLATION NOTE EL REVIEW BY J.M.NADCEP CE RTIFE ® � S©LARPVSYSTEM PHOTOVOLTAIC s' • • • ( 1 ) ALL LABEL SHALL BE INSTALLED IN 051112-129 EQUIPPED VI(ITH !SOLAR BREAKER A, DC • ACCORDANCE WITH THE 2017 NEC NS OPERATING . 1 REQUIREMENTS. REvisio DATE RAPIDSHUTDOWNDESORPTION DATE R V ® O (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 04-19-2024 - ` • ' 1 PEV1510N 08-20-2024 A SOLAR AC LOAD CENTER- OUTSIDE �DONOTRELOUTETHISS I O REQUIRE FIELD VERIFICATION. sOVERCURRENTDEVICE (3) LA5EL5, WARNING(5) AND MARKING O TURNRI��sllurwrlSINIT ITO i 0 ® SHALL BE IN ACCORDANCE WITH NEC THEro�PosmoNTosHurDDwN �, 1 10.2 I (B). WSYSTEMANDREDUCE A CAUTION --' (4) THE MATERIAL U5ED FOR MARKING ' SHOCK HAZARD WMARRAY AC DISCONNECT '° �^M°E°�° - _ - -- -- I ��5R� MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER- INSIDE 2O ® �� COMPLIANCE WITH NEC 1 10.21 (13)(3). CONTRACTOR w ELEMENT ENERGY, LLC. wY (5) THE PV SYSTEM CIRCUIT CONDUCTORS 7470 SOUND AVE ® O ® 1 I ® •'► 'Y° ■ SHALL BE LABELED IN5TALLED IN MATTITUCK, NY 1 195 THISEQUIRAWFEDBY!MULTIPLE DU AL POWER SUPPLY I COMPLIANCE WITH NEC 690.3 I LICENSE # G74G 1-HI SOURCES.TOML RAMS OFALL �� LICENSE# 52G89-ME OV RENTOEMCES.EXCLUDING SOURCES:UTILITY GRID MAIN SUPPLYOVERCURRENT AND PV SOLAR DEVIE,SHAMNOTEXCEED ELECTRIC SYSTEM CONDUIT - INSIDE BUILDING aT�uaTr°FBD�aA - ��o0 AEG y�� I � O �. _ z G O ,I, ,IL i �"COMBINERPANEL THIS SERVICE METER IS ALSO SERVED BY A 2 ELECTRiCSHOCKHAZARD y I PPHOTOVOLTAIC SYSTEM TERMINALS ON THE LINEAND 4O 103443 LOAD SOESNIAY�Ef�tGIZ® �—WTHEOPENF'DSR10N .. li —_— CONDUIT - OUTSIDE BUILDING ® _--—V,Mill—__----—.—._ ----_.—, PROJECT NAME 2 re es FAT DUAL POWER SUPPLY w U O [� ISOURCES UTRMGRIDAND PV SOLAR ELECTRIC SYSTEM MAIN SERVICE PANEL- OUTSIDE Vl 0 O w Q O O O ACf1 !D ® w z U ILJ� SDIAR ELECTRIC SYSTBA CDIIDECiID O A O MAIN SERVICE PANEL- INSIDE QPERATINGCURRENT AMPS OPERATING • VOLTS POWER SOURCE OUTPUT CONNECTION rII SHEET NAME DO NOT CURRL OCATE THIS i' OVEENT DEVICE - LABELS AC DISCONNECT/BREAKER DRAWING SCALE 000 � ® N .T.S. SHEET NUMBER PV-6 TAX MAP: 1000-01 5.00-08.00-02G.007 ENPHASE. SENPHASE ilk IQ8MC Microinverter Our newest I08 Series Microinverters are the indust ry's first ,software- micro Easy to install g rid-formin g' defined microinverters with split-phase power conversion capability to convert DC power to Lightweight and compact with plug AC power efficiently.The brain of the semiconductor-based microinverter is our proprietary and-play connectors application specific integrated circuit(ASIC),which enables the microinverter to operate in • Power line communication i(PLC) grid-tied or off-grid modes.This chip is built in advanced 55 nm technology with high-speed between components digital logic and has superfast response times to changing loads and grid events,alleviating - constraints on battery sizing for-home energy systems. Faster installation with simple two-wire cabling _ Enphase High productivity'and reliability ; �. Produces power even when the grid is 'down• • More than one million cumulative hours Part of the Enphase Energy System, I08 Series Microinverters redefine of testing I138 Series Microinverters integrate with reliability standards with more than one Class 11 double-insulated enclosure the IQ Battery,IQ Gateway,and the million cumulative hours of power-on ."Optimized for the latest high-powered " Enphase App monitoring and analysis testing,enabling an industry-leading PV modules = - software. limited warranty of up to 25 years. Microgrid-forming Complies with the.latest advanced grid= support CERTIFIED Remote.automatic updates for the ; - �.. L latest grid requirements Connect PV modules quickly and easily I08 Series Microinverters are UL Listed _•-Configurable to support a wide range to the I08 Series Microinverters that have as PV rapid shutdown equipment and of grid profiles integrated MC4 connectors. conforms with various regulations when •.Meets CA Rule 21(UL 1741-SA)and IEEE .installed according to the manufacturer's 1547:2018(UL 1741-SB) instructions. Note: 108 Series Microlnverters cannot be mixed together -with previous genemtlons of Enphase microimrerters •Only when installed with 10 System Controller meets UL 1741. (107 Series;106 Series,and so on)In the same system. m 2023 Enphase Energy.All rights reserved.Enphase,thee and CC logos,10,and certain other marks listed at https://enphase.com/trademark-usage-guidelines are trademarks of Enphase Energy,Inc.In the US and other countries. Data subject to change. IOBMC-MC4-DSH-00049-2.0-EN-US-2023-09-11 IQ8MC Microinverter INPUT DATA(DC) UNITS 108MC-72-M-US Commonly used module pairings w 260-460 Module compatibility To meet compatibility,PV modules must be within the maximum input DC voltage and maximum module I listed below. Module compatibility can be checked at https://enphase.com/installers/microinverters/calculator. MPPT voltage range v 25-45 Operating range v 18-58 Minimum/Maximum'start voltage : v : 22/58 _ Max.input DC voltage v 60 Max.-continuous operating DC current A 14: " Max.input DC short-circuit current A 25 Max module(- A. 20 Overvoltage class DC port II DC port backfeed current mA' : 0 PV array configuration Ungrounded array,no additional DC side protection required;AC side protection requires max 20 A per branch circuit OUTPUT DATA CAC) UNITS IOSMC-72-M-US @240 VAC 108MC-72-M-US @208 VAC Peakoutputpower VA . : 330 315- Max continuous output power VA 320 310 Nominal grid voltage(L=L) v -'240,split-phase(L-L),180°: _ 208,single-phase(L-0,120° Min✓max.grid voltage 2 V 211-264 183-229 Max continuous output current A 1.33 _ 1.49 Nominal frequency Hz 1 60 Extended'frequency range' Hz - ! 47-68 AC short circuit fault current over three cycles Arms 2.70 Max units Per 20 A(L-L)branch circuit': : 12 10 Total harmonic distortion % <5 Overvoltage class AC part AC port backfeed current mA 18 Power factor.setting 1,0 Grid-tied power factor(adjustable) 0.85 leading-.0.85 lagging Peak efficiency % _ _ 97.38- : _ 97.23 CEC weighted efficiency % 97.00 96.50 Nighttime power consumption mw" 28 25 MECHANICAL DATA U NITS Ambient temperature range -40°C to 65°C(-40°F to 149°F) Relative humidity range 4%to 100%(condensing) DC connector type Staubli MC4 Dimensions(H=W=D);Weight 212 mm(8.3")•175 mm(6.9")=30.2 mm(1.2"r 1.1 kg(2.43 Ibs) Cooling : Natural convection-no fans Approved for wet locations;Pollution degree Yes;PD3 Enclosure Class II doubler-Insulated,corrosion-resistant polymeric enclosure Environ.categor)r UV exposure rating NEMA Type 6;outdoor CA Rule 21(UL 1741-SA),UL 62109-1,.IEEE 1547:2018(UL 1741-SB),FCC Part 15 Class B,ICES-0003 Class B,CAN/CSA-C222 NO.107.1-01 Certifications: This product is UL Listed as PV rapid shutdown equipment and conforms with NEC 2014,NEC 2017,and NEC 2020 section 690.12.and C22.1-2018 Rule 64-218 rapid shutdown of PV systems for AC and DC conductors when installed according to manufacturer's Instructions. (1)No enforced DC/AC ratio.See the compatibility calculator at https://onphase.comAnstallers/microinverters/calculator. (2)Nominal voltage range can be extended beyond nominal if required by the utility. IQBMC-MC4-DSH-00049-2.0-EN-US-2023-09-11 (3)Limits may vary.Refer to local requirements to define the number of microlnverters per branch In your area. Q.TRON BLK Im M-G2+ SERIES ocells 405-430 Wp 1108 Cel Is 22.0% Maximum Module Efficiency t MODEL Q.TRON BLK M-G2+ MANTUM High performance Ocells N-type N=Q solar cells Q.ANTUM NEO Technology with optimized module layout boosts module efficiency up to 22.0%. A reliable investment Inclusive 25-year product warranty and 25-year linear Warranty performance warranty. Enduring high performance Long-term yield security with Anti LeTID Technology,Anti PID �cellsp Technologyz,Hot-Spot Protect (-r'�O Extreme weather rating y High-tech aluminium alloy frame,certified for high snow(8100 Pa)and wind loads(3600 Pa). r_ Innovative all-weather technology Optimal yields,whatever the weather with excellent low-light and temperature behaviour. n The most thorough testing �w•( programme in the industry Qcells is the first solar module manufacturer to pass the most comprehensive quality programme in the industry:The new"Quality Controlled PV"of the independent certification institute TOV Rheinland. See data sheet on rear for further Information. 'APT test conditions according to IEGTS 62804-1:2015,method A(-1500 V.96h) The ideal solution for: mnry r<,mamw I 94 Rooftop arrays on — TO-A, _ — residential buildings ugp :oza XRON BLK M-G2+ SERIES ■Mechanical Specification Format 67.8 in x 44.6 in x 1.181n(including frame) 3es aw ' (1722 mm x 1134 mm x 30 mm) Weight 46.71bs(21.2kg) Front Cover 0.13 in(3.2mm)thermally pre-stressed glass with anti-reflection technology Back Cover Composite film - Frame Black anodised aluminium Cell 6 x 18 monocrystalline OANTUM NEO solar half cells Junction box 2.09-3.98in x 1.26-2.36Inx 0.59-0.71in (53-101 mm x 32-60 mm x 15-18 mm),Protection class IP67 with bypass diodes Cable 4mm2 Solar cable;(+)a68.9 in(1750mm),(-)2:68.9in(1750mm) I -A Connector Staubli MC4;IP68 ■Electrical Characteristics ° POWER CLASS 405 410 415 - 420 J 425 _ �430 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+SW/-0 W) Power at MPP' P„W [W] 405 410 415 420 425 430 Short Circuit Current' Isc [A] 1333 13A1 13.49 13.58 13.66 13.74 E -- -- - - -- ---------- - - -- -- ---- - - ---- -- - - --- - -- ------ --- --- --- --- E Open Circuit Voltage' Voc _ _M 37.91 38.19 38.47 38.75 - 39.03 39.32 .� Current at MPP - _ - -- - IpW [A] 12.69 12.76 12.83 - -12.91 12.98 _ --- 13.05 f - -- --- Voltage at MPP V_ M 31.93 32.13 32.34 32.54 32.74 32.94 Efficiency'- - --- -- ---- ----- r)----[%] -- -- a20.7 - --a21.0 --- 2!21-3- --Tz21.5 2,21.8 222.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP Pare [W] 306A 309.9 313.7 317.5 3212 325.0 E Short Circuit Current_--_ - Is, [A]---- --10.74---------10.81 _ - 10.87 -_10.94 11.00 ----11.07 E Open Circuit Voltage Va M 35.96 3623 36.50 3677 37.04 3731 Current at MPP Iww [A] 9.98 10.04 10.10 10.15 1021 1027 Voltage at MPP V_ M 30.66 30.87 31.07 3126 31.46 31.65 'Measurement tolerances Pem 13%;Iw Voc±5%at STC:1000 W/m2,25±2°C,AM 1.5 according to IEC 60904-3-2800 W/m2,NMOT,spectrum AM 1.5 i (icells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE too At least 985%of nominal power E 995 ®ne,a1'mwraan�' dodo Flrst 3 g year.Thereafter malt i a as`--- - --- -- a33%degradation per year.At w r I -- least 95.53%of nominal power 'Yw --r----- ------ r upto10years.Atleast9058%cd w i 0 nominal power up to 25 years. a o 5 u All data within measurement so w o as -__._-__--._________________ a .� - tolerances.Full warranties In 3 accordance With the warranty g o so - terms of the Ocells sales ea cu o os rg 1s m gs organisation of your respective 2m aao am am ame YEARS country. IRRADIANCE[W/m21 'Standard turns oftluarantee for the S PV companies with the Typical moduleperformance under low brad'a,ce mndibo sin 9 highestprodu0ion opacity In 2021(Februay2021) campa'smc W SIC mrdimrsR5'C,1000M.'I. 9 TEMPERATURE COEFFICIENTS Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of Voc S [%/K] -0.24 =' 109±5A Temperature Coefficient of P_ y [%/K] -030 Nominal Module Operating Temperature NMOT (°F) (43±3-C) `^ ■Properties for System Design o Maximum System Voltage Vy M 1000 QEC)/1000(UL) PV module classification Class 11 ° Maximum Series Fuse Rating [A DC] 25 Fire Rating based on ANSI/UL 61730 C/TYPE 2 c Max.Design Load,Push/PUII3 [Ibs/ft2] 113(5400 Pa)/50(2400 Pa) Permitted Module Temperature -40`F up to+185'F o Max.Test Load,Push/PuIP [Ibs/ft2] 169(8100Pa)/75(3600Pa) on Continuous Duty (-40°C up to+85'C) 3 See Installation Manual ■Oualifications and Certificates " UL617304 8 UL61730-2,CE-compliant Quality Controlled PV-TI1V Rheinland, IEC 61215:2016,IC-C 6173020.r U.S.Patent No.9,893,215(solar cells). , ,,,,, (` (\at rwnn+m.d ❑ ❑ N e us miri;amrr 'Contact Ocala Sales Representative for details regarding the module's eiigibiliryto be Buy American Act(BAA)compliant ❑ Ocelis pursues minimizing paper output in consideration of the global environment.N re.Installation Ha nwha 0 CELLS Ame rica ce Inc.400 Spelctrum Center Drive.Suite MO.Irvine.CA9 618,,USA TEL 19497485 961IEMAIL hgc4 quby®gcells.com l WEB wwwgcellscom ocells