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Home My WebLink About48224-Z rum �o�S�FFa Town of Southold 6/16/2024 P.O.Box 1179 0 o _ 53095 Main Rd 4,j �ao�,, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45285 Date: 6/16/2024 THIS CERTIFIES that the building COMMERCIAL Location of Property: 1000 Terry Ln., Southold. SCTM#: 473889 Sec/Block/Lot: 64.-3-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/3/2021 pursuant to which Building Permit No. 48224 dated 8/29/2022 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: unconditioned boat storage buildings 05 and#6 replaced in kind as applied for. The certificate is issued to Founders Lndg Boat Yard LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48224 12/18/2023 PLUMBERS CERTIFICATION DATED Aut ri ed cr e TOWN OF SOUTHOLD gUEFOIk�, BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • ��ti 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#: 48224 Date: 8/29/2022 Permission is hereby granted to: Founders Lndg Boat Yard LLC 413 5th St PO BOX 2124 Greenport, NY 11944 To: reconstruct fire-damaged storage buildings (to match previously existing) as applied for per DEC Non-Jurisdiction letter and Trustees approval with flood permit. At premises located at: 1000 Terry Lm, Southold SCTM #473889 Sec/Block/Lot# 64.-3-11 Pursuant to application dated 9/3/2021 and approved by the Building Inspector. To expire,6n 2/28/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,166.40 Flood Permit $100.00 CO-COMMERCIAL $50.00 Total: $1,316.40 ding Inspector pF SOUl�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 o sean.devline-town.southold.ny.us Southold,NY 11971-0959 coUNm��v� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Founders Landing Boat Yard LLC Address: 1000 Terry Ln city,Southold st: NY zip: 11971 Building Permit* 48224 Section: 64 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric East License No: 4253ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 33 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED $ Exit Fixtures 4 Sump Pump Other Equipment: Notes: Boat Storage Building Inspector Signature: Date: December 18, 2023 S.Devlih-Cert Electrical Compliance Form SAIOF SOUTy°� 8121 l ✓mil/ �V r * # TOWN OF OUTHOLD -BUILDING DEP . N c 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: /G DATE INSPECTOR ` OE SOUIHp� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION illip—RE C/O [ ] RENTAL REMARKS: If DATE INSPECTOR OF SO(/l�O� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSULATION/CAULKING FRAMING/STRAPPING [ NAL(an4l. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: �rdS� CAA- QLAZ , C� V DATE INSPECTOR N. J. MAZZAFERRO RIN DD PO Box 57,Greenport,N.Y. 11944 F E B e 1 2022 Phone- 516-457-5596 TOW QF 509 THOLD ConsuPt zng ngineer Design, Construction, Inspection January 25,2022 Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Building Reconstruction—Founders Landing, 1000 Terry Lane, Southold,NY 11971 Owner—Founders Landing Boatyard Inc. PO Box 2124, Greenport,N.Y. 11944 District-1000, Section-64 Block-3, Lot-10 & 11 This is in reference to the Application for Building Permit to reconstruct the storagelwarehouse building on the noted property. This building was completely destroyed by fire on June 10,2021. As part of the design process for the replacement building, a search of Town records was performed. Information was also requested from the previous owners. No specific documents regarding the size of the building were produced. The design of the replacement structure is based upon the estimated size of the original building(length, width and height). The design dimensionally duplicates the original building based upon available information. The design also includes elements to address the current FEMA requirements and NYS/Town of Southold Building Codes. The materials used in the design are contemporary but have been used in a manner that matches(and improves)the original look of the building. Nicholas J.Mazzaferro,P.E. MA�9 O� z C a � • 05709� AROF�SSIONP�'� FEB 2 12023 N. J. MAZZAFERRO, P.E. T(�L�I� FS 1�1NOF8 DEPT 01 I7d-lf9L6 PO Box 57,Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer February 21, 2022 Desigyr, Corrstructiorr, Airspectiorr Page I of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: The Boatyard at Founders 2700 Hobart Road, Southold,N.Y. 11971 District-1000, Section-64,Block-3, Lot-10 & 11 Building Permit Number—48224—Building Replacement Inspection—Framing and Roof Structure On January 8 and February 15, 2023, I inspected the construction at the noted location. The inspection covered the framing for the replacement storage building structure. The areas inspected included the first floor and roof framing of the new structure. The framing work included exterior and interior walls and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing,framing connections,header sizes,bearing, continuity strapping and integration with the concrete foundation. The wall framing work, and exterior wall and roof sheathing was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. The roof frame structure is built with dimensional lumber,through bolted to form trusses that span the building. The trusses were constructed on-site and were done in accordance with the approved plans. The roof framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. E of N N, y0 5 Nicholas J.Mazzaferro,P.E. ,ir c 2�F0 �O 0570'9y AROFESS10 PNv- � N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 29, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 © Re: The Boatyard at Founders N 0 V 5 2022 2700 Hobart Road, Southold,N.Y. 11971 District-1000, Section-64, Block-3, Lot-10 & 11 13UMIA1_WG BE PT. Building Permit Number—48224—Building Replacement TOWN OF SOUTIHOI D Inspection—Foundation Wall—Forms &Reinforcement On October 26, 2022, I inspected the construction at the noted location. The inspection covered the foundation walls for the replacement commercial structure. The areas inspected included the footing keyway, reinforcement, and forms for the storage building. The inspection was completed before backfilling. The inspection results are: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF Neu,y O Nicholas J. Mazzaferro, P.E. 3.JW z A . � o �O 40 05109y SO, C LS N. J. MAZZAFERRO, P.E. flpt Nov - 6 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 au6lclrng®Rn aernent Consulting En 0'Utflosd November 5, 2023 DesigLi, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: The Boatyard at Founders 2700 Hobart Road, Southold,N.Y. 11971 District-1000, Section-64, Block-3, Lot-10 & 11 Building Permit Number—48224—Building Replacement Inspection—Insulation On October 20,2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls and the ceiling/roof. The inspection results are: 1 —Walls—Insulation provided and installed by General Contractor. Insulation provided rated as R-23. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—Roof—Insulation provided and installed by General Contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. The insulation and caulking installation as verified by inspection on 10/2/23 is compliant with all applicable codes and conforms with the design specifications. � OF NFW YO Nicholas J. Mazzaferro, P.E. 5 .4 0 0 w O 05709h pROFE'SSIOTA National Flood Insurance Program ■ Eleva.....tion . C e rt, i fi c . te . and Instructions- .,. o_ 2022 EDITION �- '.`�� CNN 1 0 ?024 AR �w �lAND 5 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Contra)No.16 Federal Emergency Management Agency Expiration Date:06/30/2026 6 /202 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,AR/A,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.166o-000a 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 agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: Founders Landing Boatyard LLC Policy Number: A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: Company NAIC Number: 2700 Hobart Road City: Southold State: NY ZIP Code: 11971 A3. Property Description(e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-64-03-10& 1000-64-03-11 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.): A5. Latitude/Longitude: Lat.N41 dg 340" Long.W-72 dg 24' 55" 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). AT Building Diagram Number: 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 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 A8.d 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. f) Sum of A9.d and A9.e rated area(if applicable—see Instructions): sq. ft. SECTION IS—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name:Southold B1.b. NFIP Community Identification Number: 360813 B2. County Name:Suffolk B3. State: NY B4. Map/Panel No.: 36103CO166 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): 6 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 i 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 2700 Hobart Road Policy Number: City: Southold State: NY ZIP Code: 11971 Company NAIC Number: SECTION C—BUILDING ELEVATION INFORMATION (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 ® 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): ❑ feet ❑ meters b) Top of the next higher floor(see Instructions): 6.30 ® 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): ❑ feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ❑ Finished 4.80 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ❑ Finished 5.40 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 4.80 ® feet ❑ meters SECTION D—SURVEYOR, 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. /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 ® No ❑Check here if attachments and describe in the Comments area. Certifier's Name: Howard W. Young License Number:45893 Title: Land Surveyor 5 ,�pRD Company Name:Young &Associates Land Surveying, Engineering and Geology, PLLC ,_ S � � OG Address: 400 Ostrander Avenue City: Riverhead State: NY ZIP Code: 11901 2 Signature: 1 ' Date: 03/18/2024 'gJVD Sv�� Telephone: (631)727-2303 Ex.: Email: Plac ere 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): 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 2700 Hobart Road Policy Number: City: Southold State: NY ZIP Code: 11971 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 E1—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. El. 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. SECTION F—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's 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, 8, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's 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 4 of 19 1, } 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 2700 Hobart Road Policy Number: City: Southold State: NY ZIP Code: 11971 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: G11. 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, 1 have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: 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 2700 Hobart Road Policy Number: City: Southold State: NY ZIP Code: 11971 • Company NAIC Number: SECTION H—BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED)(FOR INSURANCE PURPOSES ONLY) The property owner, owner's 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,1B,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 SECTION I—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's 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 Owner's 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 2700 Hobart Road Policy Number: City: Southold State: NY ZIP Code: 11971 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 Photo One PW or � son Photo Two Photo Two Caption: Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 t. 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 2700 Hobart Road Policy Number: City: Southold State: NY ZIP Code: 11971 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. I 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 owner's representative to ensure that this certificate is complete. For insurance purposes only, a local floodplain management official, a property owner, or an owner's 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. SECTION A-PROPERTY INFORMATION Items Al-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 owner's 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°, -110.758522°)or degrees, minutes, seconds(e.g., 39°30' 15.56", -110'45'30.68")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 A6.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 AT 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 3"x3". 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 AB.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 AB.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 AB.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 AB.c-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 t SECTION A-PROPERTY INFORMATION (Continued) Item A8.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the crawlspace 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 A8.d instead. Item A81 Complete only if permanent engineered and permanent non-engineered flood openings are both present. Enter the sum ofA8.d(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=540 sq.ft. rated area. If eitherA8.d or A8.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"N/A"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"0"(zero)in Items A9.c-f. 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 A9.d.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, 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 A9.d instead. Item A9.f.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 or A9.e is"0",then enter"N/A"forA9.f. SECTION B—FLOOD INSURANCE RATE MAP(FIRM)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.gov 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 B1.b;the name of the county or new county, if necessary, in Item B2; 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 engineehng.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 (Continued) 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.gov/national-flood-insurance-p rog ram-com m u n ity-status-book. . Item 132.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 63.State. Enter the'two-letter state abbreviation(for example,VA,TX, CA). Items 134-135.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 orthe map revised date shown on the FIRM Index. Item B7.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 msc.fema.govor 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 B8.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.Trahsect, 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 139. BFEs are shown in the FIS or on a FIRM for ZonesAl—A30,AE,AH,V1—V30,VE,AR,AR/A,AR/AE,AR/A1—A30, and AR/AH;base flood depths are shown for Zones AO and AR/AO. Use the A_R BFE(or base flood depth)if the building is located in any of these.zones: AR/A,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 ZoneA,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 89.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 B10.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 B11.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 www.tws.gov/cbra/maps/index.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 www.fema.gov/national-flood-ins urance-program/coastal-barrier-resources-system. 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.gov/flood-maps/coastal/insurance-rate-maps. SECTION C—BUILDING ELEVATION 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,AR/A,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)(10/22) 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"for not 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)(10/22) 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 ADIAU C2.c GRADE ADIACE.f1[{..'; GRADE :';.... . Figures for use in determining Item C2.c SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION 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 forA8/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.f-g; 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. SECTION-E—BUILDING MEASUREMENT INFORMATION.(SURVEY•NOT REQUIRED) FOR ZONE AO,ZONE AR/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(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. 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 I SECTION E-BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) (Continued) 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'N/A"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 OWNER(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 (without BFE),then the community should confirm 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 G5. Permit Number. Enter the permit number or other identifier to key the Elevation Certificate to the permit issued for the building. Item G6. Date Permit Issued. Enter the date the permit was issued for the building. Item G7.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 meets 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 G9.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 G9.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 Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 14 of 19 LL SECTION G-COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION)(Continued) 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 G10.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 G11. 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, 26,4,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 REPRESENTATIVE)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 V 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 Diagrams 1A, 1B Diagram 5 and 3 H1.a I 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 Diagrams 2A,26 -< Diagram 6. ® � wigand4 H1.b - ,. . � , .— H . H1:.a 1 b &H2 — — -- &H2 Crawlspace(Elevated,including Non-Elevated Elevated with Enclosure Not on Posts,Piles,or Sub-Grade Crawlspace) Piers(Solid Foundation Walls) . Corresponds to EC i Corresponds.to EC - Diagrams 8 and 9.. Diagram 7 7. a 0 ®IJ . •®.. .. ��, •�;:" `was. ' ... FEMA Form FF-206-FY-22-1'52(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 A8.a—f,the square footage of attached garage and the area of flood openings as indicated in.Items A9.6—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 LiMWA, 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 Ilk DIAGRAM 1113: 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 i NEXT HIGHER FLOOR �" FLOOR BOTTOM FLOOR GRADE BOTTOM FLOOR GRADE . .... _ _ _ ... .. .-:_.:•..._. ..: ... _,.....,.: .._.. _ i?8•te+)3i;eiad l?7F,'':`..::.q� �: .;i:;:i;�::i= s;:::�:�:;��;:::i�:�=:':'• ewshii rade t.:.:,:. •.: .• 9'?1 ). :eitsit dfe;::` r•:e:::.::::::: .::s=::.:.: u::.. :...•.,: :s DIAGRAM 2A: DIAGRAM 213: 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 i all sides.* C2.a C2.b C2.a NEXT HIGHER C2.b NEXT HIGHER FLOOR FLOOR GRADE GRADE BOTTOM FLOOR BASEMENT - -- ------------ BOTTOM FLOOR 777 J BASEMENT' •.0E6'ff111119. - rmi b' ..:: C2.f—h . .:...•:......... Via.y,:�`= :�'::: i'xishnggrade)`::.:::........:......:.::..............:�.,:•-..• ....,::..�:: ::::•.:�:; C2.f—h .'lexi51it+9'9F�de)::;:......:.,::r.::.:.;.:•.•:,::....:..:.:.:::.;._:.... *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. FEIVIA 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." 'C2.a C2.b � C2.b C2.a � HIGHER ' HIGHER t ' FLOORS ' GRADE FLOORS NEXT HIGHER NEXT HIGHER GRADE BOTTOM FLOOR BOOM A EMENT FLOOR FLOOR LOOR t';•. 'WO i •:M'r �u �•1, `:t .. .' W ..•..•.... ..:.:::: epsting grade)'.........:... ... 9 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 ' FLOOR t C2.a NEXT HIGHER FLOOR 8 C2.b ELEVATED ELEVATED FLOOR FLOOR A8.a—c GRADE GRADE . Et' OSURE Determine enclosure size& openings,if any. 77 deteritiiited'6'" .. .... " ( Y�` Fo�Vzones" f'•deCeririinszt`� =:'^�`''`', ..:. C2.f—h y ( C2.f—h ``f Y C2.0 (orvorie's'``V" exis5ng grade) C2.0 and other existing grade) and other regulated areas) regulated 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 NFIP,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.Alternatively,an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the]CC 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. I 1 C2.b C2.a C2.b NEXT HIGHER GRADE NEXT HIGHER FLOOR FLOOR GRADE C2.f C2.g WALKOUT LEVEL C2.g C2.f (ENCLOSURE) CRAWLSPACE O 1 A8.a A8.b—c A8.a A8'� 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 8.b—c. 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 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.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 :_ Town°af:Soutfiold: .Fire lYlarsial,Pln;Revi+ew' sPxawject: ,.; Founders Landing Boatyard Storage Building Date: 6/23/22 Addki6ss:•, 1000 Terry Ln,Southold 'SCTM, 64-3-11 Item.# to ��AIRDestiRp born; a. `'' �° re-',Qd"e efexence 4.. +$ ,*em v.v ai:: 'Ni...�n W' E.a.. xr,• P ..�..•.". 4!c3 ,..,. �,., , Item#1 Identify design standard. Item#2 Define construction type BC Chapter 6 Item#3 Define occupancy type and what will be stored in the building. BC Chapter 3 Item#4 Show a schedule of interior wall and ceiling finishes. BC Section 803 Item#5 Provide fire rating for exterior wall< 10' from lot line. BC Section 602 Untitled Map - / Legend Write a description for your map. / `7 1000 Terry Ln i 36103C 36103C L) 36103C / 36103C / 36103C o Founders Landing r I# FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) a i ----------------------------------- C FOUNDATION (2ND) z o O Cho O C, ROUGH FRAMING& PLUMBING 1 i r t� INSULATION PER N.Y. STATE ENERGY CODE 1 � $ Z FINAL ADDITIONAL COMMENTS 65 7 . aI n, r, a 0 23 e lecfr1 c, 243`'= L G o4483 z .< � reC'd t Ceir prtm p_u*j rr le .1 l04 r ` NZ y N � x x d r� b H o�sutw4-o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. U. Box 1179 Southold,NY 11971-0959 Telephone(631) 765=1$02 Fax(631) 765-9502h -Ltps://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT D For Office Use Only D PERMIT NO. l '' Buil ln inspector- SEP - 3 2021 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an T.oVVN OF SogJ,I,D®LD Owner's Authorization form(Page 21 shall be completed. Date. September 3, 2021 OWNER(S)OF PROPERTY: Name:Founders Landing Boatyard, LLC .--TsCTM#1000-64-3-10 11 Project Address:2700 Hobart Road & 1000 Terry Road, Southold,,N 11971 Phone#:(631) 477-2700 EE!m a i 1: jane @costellom-arine.com Mailing Address:PO Box 21,24, Greenport, NY 11944 CONTACT PERSON: . Name:Jane P. Costello MailingAddress:PO Box 2124., .Greenport, NY 11944 Phone#:(631) 477-1199 Email:jane@costellomarine.com DESIGN PROFESSIONAL INFORMATION: Name:N.J. Mazzaferro, P. E. MailingAddress:PO Box 57, Greenport, NY 11944 Phone.#:(516) 457-5596 Email:nickmazzgferro@venzon.net CONTRACTOR INFORMATION: Name:Costello Marine Contracting Corp. MailingAddress:PO Box 2124, Greenport, NY 11944 Phone#:(631) 477-1199 Email:jane@costellomarine.com DESCRIPTION OF PROPOSED CONSTRUCTION, ' El New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: D Other Reconstruction of buildings destroyed by fire on 6/10/21 $250,000.00 Will the lot be re-graded? ®Yes El No 1 Will excess fill be removed from premises? []Yes ®No 1 PROPERTY INFORMATION Existing use of property: Boatyard/Marina Intended use of property: Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Marine II this property? ❑Yes W No IF YES, PROVIDE A COPY. ®.Check Box After Reading:,The owndi/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Kermit pursuant to.the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations of for removal or demolition as herein described.The,applicant agrees to comply with all.applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s),for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New Yoric State Penal Law.'., Application Submitted By(print name):Jane P. Costello @Authorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Jane P. Costello being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Member of Founders Landing Boat Yard, LLC (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 3�d day of S� Aei"6e` 20 a/ Notary PubllCLYNN E STEVENS Notary Public-State of New York NO.OIST6269424 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) Commission Expires 9'-0)y0y I, residing at do hereby authorize 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 �.:'" r,Yy. 'r:, .� ,,, 3.°f g� ,,,, t:'°�>s��k . ;$. '+P�r ""-��, n.„ °a#s1 ">� :v',v t ,�'`r `t - `e. ,'�'"•` M 'sJ"..aaP.u3G, '1S�. °IS:��ix'c:5S3 F,SOU-THOLD+''TOWN TItVS'l 19E8 f SOUTHiOL:D;NEW YORK ry ,PERMIT PTOo'10144. ;DATE MAY-1$,�2022 ""t k Jw G� i ISSIJ D'TO: .FOUIV'Y)EItS I,ANIDING BOAT 1'ARID PROPERTY A;DPRESS:' 10'00 TERRY RO, ID'."SOUTHOLD a `I S&' M' #. 1000-64=3'-11' AUT'HOMIZ"ATION'. Putsuant�,to the provisions.of Chapter .275 ofl,the 'Fown''Code 'of the Town•'of'Southold "and' in r ` P .9 < 2 accordance°with the Resolution of the•Boaid.of'Trustees adopted at,the:meeting held on.May.l'8;2022, acid in i� t consideration Hof application fee in�the sum of'S2-50.00 paid by rounders Landing B'oat:Yard.LLC and subject to, , 6; > the'Terms acid Con'ditioris'as''stated"in'.the-Resolution, the"Southold Town Board'of Trustees authorizes''and i.= perimitsthe..fo9loiving: '..Wetland Permit to'reconstruct previously existing 24:5 x59 building#S,and,24:5 x34.5 building#6'that were destroyed liy,al fire,®n'6%1Q/202l'; with.the coiiditioh tla t tiiere,be no Jy : tem'p&ature,'control"s including air=conditioning and-'heat;no.septic connection and'no*ater; and as:depacted on the revised site plan prepared by:Co'stello A'Iarine Contracting Corp.,last ° dated Junel%2022'`and staHnped,„approved on June-15,2022,. ,f IN,WITNESS WHEREOF,the- of Trustees hereby causes'its Corporate Seal to b'e affxed,,and these. ., presents+to lie subscribed by a majorityof the,said Board,as of the:year anal day'firsf.above written. ' JAY ,i!(l',r Sx?R,33S�re�tA` L^n'aw.itt�'2t3�?t '�i�'� � "''.:� y "Sn � �•- f'tl �_ d". 0"�"' !'Y :5• `�a' ;.��"�'� :%I,.•b"3Tar'?#.4CA ip, :�i oys�t:.e `yt',,.d't�<� '� { •4a �'°.. �:'`{•;. a Glenn Goldsmith,President so Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25P.O.Box 1179 Eric Sepenoski J J Southold,New York 11971 "L" Gill ly �1 .1'Z 00 CA Telephone(631) 765-1892 \ , � a:r_- -lizixbtph�Peeples :3h. Fax(631) 765-6641 VU SSX\ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2147 Q Date: June 3, 2024 THIS CERTIFIES that the reconstruction of previojj-1�--ex-is-t�in-2q.-�S-x-59-56 24.5'x34.5' building#6 that were destroyed by a fire on 6/1012021,with the condition that there be no temperature controls including air-conditioning and heat,no septic connection and no water-, At 1000 Terry Road, Southold Suffolk County Tax Map#1000-64-3-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 10,2022 pursuant to which Trustees Wetland Permit#10144 Dated May.18,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the reconstruction of previously existing 24.5'x59' building#5 and 24.5'x34.5' building#6 that were destroyed by a fire on 6/10/2021;with the condition that there be no temperature controls including air-conditioning and heat no septic connection and no water. The certificate-i--s-issued to FOUNDERS LANDING, OkrY.- LL- C owners of the afdresa'ld pro r.ty. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY;cr Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 mvw.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 3, 2015 The Boatyard at Founder's Landing Inc. PO Box 2124 Greenport,NY 1 1 944-2 1 24 Attn: Jane Costello Re: NYSDEC Permit#: 1-4738-00474/00008 The Boatyard at Founder's Landing Inc., 2700 Hobart Rd., Southold SCTM#1000-64-3-10& 1I7 -__ Dear Ms. Costello; Based on the information you submitted, the New York State Department of Environmeptal Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the copy of the survey prepared by Robert H. Fox,dated 4/20/05,which was constructed prior to August 20, 1977, as evidenced on the copy of the survey prepared by Roderick Van Tuyl, dated 2/14/77,and.on Tidal Wetland Map.#716-548, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised,no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure,that all precautions are taken to prevent any'sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15' wide construction,area)or erecting a temporary fence,barrier,or hale bay berry. This letter shall remain"valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Rog r Evans Regional Permit Administrator cc: BOH-TW NEW YOR�C Department of STATE OF OPCOR7l4T' Environmental Conservation ®SUFEpjc BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 ^+ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 rogerr _southoldtownny.gov - seand(a).southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 05/09/2023 Company Name: MODERN ELECTRIC EAST, INC. Electrician's Name: T. RUTKOWSKI License No.: ME-4253 Elec. email:TRUT299@AOL.COM Elec. Phone No: 516-903-7151 211 request an email Copy of Certificate of Compliance Elec. Address.: PO BOX 321, MATTITUCK, NY 11952 JOB SITE INFORMATION (All Information Required) Name: FOUNDERS LANDING BOATYARD Address: 1000 TERRY LANE, SOUTHOLD, NY 1191 Cross Street: HOBART ROAD Phone No.: 631-477-1199 BIdg.Permit#: 48224 email:office@costellomarine.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): WIRING OF NEW STORAGE BUILDING Square Footage: 2700 Circle All That Apply: Is job ready for inspection?: YES ❑NO ❑Rough In �I�g ❑ Final Do you need a Temp Certificate?: YES ❑NO Issued O �I v Temp Information: (All information required) bell? Service SizeF&/I1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter#` ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead #Underground Laterals ✓ 1 R2 R H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 51101S3 -P ot43a.,0- g eo L(q-ZZC/ r-ec A- Iogq$3 BUILDING DEPARTMENT-Electrical Inspector t TOWN OF SOUTHOLD w � Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 71�— Date 2�_ 2.023 Customer Name UnUo-S LMd Electrician Name p kkiG apt Address 000 T-r (A f//10 Phone 51 D,3 -7 1 5 e-mail C05klloYylCtr(h-e POyh e-mail �121,(�oZl.'(�1 �. ;a C) C-4r Phone 7 — I License# M E -25 3 Size Q OO A Phase�_ Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by s -------------- BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o '` ' Town Hall Annex - 54375 Main Road,= PO Box 1179 co Southold., New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 05/09/2023 Company Name: MODERN ELECTRIC EAST, INC. Electrician's Name: T. RUTKOWSKI License No.: ME-4253 Elec. email:TRUT299@AOL.COM Elec. Phone No: .516-903-7151 01 request an email copy of Certificate of Compliance Elec. Address.: PO BOX 321, MATTITUCK, NY 11952 JOB SITE INFORMATION (All Information Required) Name: FOUNDERS LANDING BOATYARD Address: 1000 TERRY LANE, SOUTHOLD, NY 1191 Cross Street: HOBART ROAD Phone No.: 631-477-1199 Bldg.Permit#: 48224 email:office@costellomarine.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): WIRING OF NEW STORAGE BUILDING Square Footage: 2700 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In( f 6 ❑ Final Do you need a Temp Certificate?: FV-] YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv-11 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals e/ 1 2 H Frame Pole Work done on Service? F Y 171N Additional Information: PAYMENT DUE WITH APPLICATION sll al Ls P&Z d. * ;t43a.9- g e,-tt- kc PERMIT ti Address: Switches Outlets G F I's Surface Sconces H H's UC Us Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C AH Hood Service L20 Amps Have Usec special: :omments �� Nunemaker, Amanda From: Jane P. Costello <jane@costellomarine.com> Sent: Tuesday, February 1, 2022 12:45 PM To: Nunemaker,Amanda Subject: RE:The Boatyard at Founders Landing Fire Follow Up Flag: Follow up Flag Status: Completed Hi Amanda - I hope all is well with you. I've been back working with Nick Mazzaferro on the construction details for the sheds that burned down last June. Lynn from my office will be dropping off updated project plans with Nick's construction details and a letter stating that the height of the proposed buildings are as close to the height of the previous buildings as he can determine. There's not enough space on the property to construct access ramps to raise the overall elevation of the finished floor to elevation +10'. So in order to comply with FEMA regulations, the floor elevation has been raised to elevation+6' (versus previously existing +4') and we are proposing flood shields on the doors. (We could not find flood shields that worked with barn doors or garage doors, so we had to change those doors to a carriage style (swing) door and place them on the ends of the buildings so there's room to construct ramps needed to enter the building with boats, equipment, etc...). So the building is somewhat the same as previously existed but a bit different to comply with FEMA. Please let me know if any additional information is needed, I know some time has past since we last spoke. Best, Jane Costello Marine Contracting Corp. PO Box 2124 Greenport,NY 11944 Phone (631)477,1199 Fax(631)477,0005 From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent:Thursday,September 2, 20219:55 AM To:Jane P.Costello<jane@costellomarine.com> Subject: RE:The Boatyard at Founders Landing Fire You too! We will talk soon I'm sure From:Jane P. Costello <iane@costellomarine.com> Sent:Thursday,September 2, 20219:20 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: RE:The Boatyard at Founders Landing Fire i Nunemaker, Amanda From: Nunemaker,Amanda Sent: Monday, February 7, 2022 9:02 AM To: 'Jane P. Costello' Subject: RE: Buildings Hi Jane, Mike and I looked at the latest plans submitted for the 2 buildings being reconstructed. Everything looks good to go as far as zoning, however,the one small item that needs to be revised is the length of building#6. The existing survey shows the length of it at 34.5 feet but the proposed building is now at 35.5 feet. The new building must be consistent with the dimensions of the previous fire damaged buildings in order to avoid needing ZBA approval. Don't forget we will need an original survey that indicates the flood zones when you come back to us to apply. From:Jane P.Costello<jane@costellomarine.com> Sent:Tuesday, February 1, 2022 1:00 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: RE: Buildings No problem. I'll prepare the Trustees application and get that ready. I have a DEC non-jurisdiction letter already. From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Sent:Tuesday, February 1,2022 12:57 PM To:Jane P. Costello<iane@costellomarine.com> Subject: RE: Buildings Oh boy, I'm doing good today. This application been sitting here since September so I forgot some of the details. I believe we were working on details in order for you to avoid needing ZBA. If I find ZBA will not be required based on the new plans,then yes,you can go to Trustees/DEC.You will hear back from me once I review the file in depth. From:Jane P. Costello<iane@costellomarine.com> Sent:Tuesday, February 1, 2022 12:51 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: RE: Buildings Amanda - Should I go to the Trustees at this point? Jane Costello Marine Contracting Corp. PO Box 2124 Oreenport,NY 11944 Phone (631) 477-1199 Fax(631) 477-0005 1 From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent:Tuesday, February 1, 2022 12:30 PM To:Jane P. Costello<iane@costellomarine.com> Subject: Buildings Hi Jane, Hope all is well! Sue received plans for the 2 new storage buildings, however,they need to be a new building permit application,so when you can please provide all required paperwork,approvals and flood permit application. Thank you Amanda 5Vunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 2 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer Design, Construction, Inspection July 28, 2022 Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Building Reconstruction—Founders Landing, 1000 Terry Lane, Southold;-NY 11971 Owner—Founders Landing Boatyard Inc. PO Box 2124, Greenport,N.Y. 11944 District-1000, Section-64 Block-3, Lot-10 & 11 This is in reference to the comments provided by Southold Town(dated 6-23-22) regarding the Application for Building Permit to reconstruct the storage/warehouse building on the noted property. The drawings/application has been revised and updated as follows: 1 —Code references updated to 2020 NYS and 2017 NEC 2—Nailing and Strapping details added to drawings 3 —Geographic and Climatic Criteria added to drawings 4—Type of Construction designation added to drawings 5 —Occupancy Type has been identified and added to drawings 6—Occupancy Load has been calculated and added to drawings 7—Detail for Exterior wall construction has been provided on drawings 8—Fire Extinguishers added and located on drawings 9- Smoke/CO detectors added and located on drawings 10—There are no trusses used in the building. The roof is standard framing. The rafter/collar tie sizes and framing details have been added to the drawings. 10—The flood barrier specifications are provided on Sheet 12 of 12 in the drawing set. The drawing is dedicated to the flood barrier work. A full set of revised drawings are being submitted. Nicholas J. Mazzaferro, P.E. f C THE BOATYARD SOUTHOLD, September 3, 2021 D S E P - 3 2021 Ms. Amanda Nunemaker Southold Town Building Department BIDING DEPT• PO Box 1179 TOWN OF SOUTHOLD Southold,NY 11971 Dear Ms.Nunemaker: As you are aware on June 10,2021,two buildings on the southside of the boatyard were destroyed by a fire. Currently,I am submitting an application to reconstruct these buildings. Enclosed you will find the following items for your review: • Building Permit Application • Property Survey • Three sets of project plans stamped by N. J. Mazzaferro,P. E. • Contractor's Proof of Insurance o Certificate of Workers' Compensation Insurance o Certificate of Disability Compensation Insurance o Certificate of Liability Insurance o Copy of Suffolk County Home Improvement License# • NYSDEC Letter of No Jurisdiction dated 8/3/2015 I understand that a Disapproval Letter is likely but necessary to move forward with the other departments within the Town. Please do not hesitate to contact me if you have any questions, comments,or concerns. Respectfully, /T�7v, . Costello enclosures 1/ /11 • ••• ••• • ® o n e 11 e• • • • e P THE BOATYARD SOUTHOLD,NY June 20, 2022 Ms. Amanda Nunemaker,Building Permits Examiner Southold Town Hall Building Department PO Box 1179 Southold,NY 11971 RE: Founders Landing Boat Yard,LLC Reconstruction of Buildings#S&6 after fare on 6110121 Dear Amanda: Enclosed you will find a copy of the recently issued Wetlands Permit issued by the Board of Trustees. Also enclosed are three copies of engineered stamped plans. I believe this is the last of items needed to issue a building permit,but if additional information is needed,please do not hesitate to contact. Sincerely, Jane P. Costello enclosures • 11 111 • • -•• r, net • P.O. 6• • • • 11 • • 0 lTHEBOATYARD ad =s: SOUTHOLD, November 22,2022 NOV 2 2 2022 Ms. Amanda Nunemaker Southold Town Building Department PO Box 1179 Southold,NY 11971 RE: Building Permit#48224 dated 8129122 Issued to Founders Landing Boat Yard,LLC Dear Amanda: Enclosed you will find three copies of the Foundation Location Survey performed by Young & Young on November 8, 2022. Please advise when we can proceed with framing. Si ely yours G�w . Jane P. Costello ' ® C® • • ®/ • • • THE BOATYARD SOUTHOLD, June 7, 2024 Mr.John J.Jarski, Deputy Chief Building Inspector � G�s, •1 Southold Town Building Department ° -- PO Box 1179 Southold, NY 11971 RE: Permit#48224 Dear Mr.Jarski: As per your Inspection notes, enclosed you will find a copy of the Trustees Certificate of Compliance#2147C and an Elevation Certificate certified by Howard W.Young of Young& Associates Land Surveying, Engineering and Geology, PLLC. If any additional information is needed to issue a Certificate of Occupancy, please let me know as soon as possible. Sincerely, AJa:ne . Costello enclosures • 1/ 1/ •W •• •®• • ' • C• • • • /1 • • • • •71 '1 FIRM ZONE BOUNDARY LINE AS \ 5CALED FROM FLOOD INSURANCE RATE MAP - - -- MODART LOAD LIMIT OF MODERATE WAVE ACTION ! �, 200 76 -o- r. 5510261'4 '� o ----"'�'-- j4 PROPOSED DRY WELLS` = 8-O (1Jx3-O DEEP \ O x \ `N \ ZONE AE \ _ f L6) ZONE X (0.2% ANNUAL CI1A N NC O vJ 00 0 (SHORELINE AS SHOWN ON MAP OF �` GI\, ; � \ F ��O\ G "FOUNDERS E5TATE5' OTHEfZ OLD MAPS \ \` , r (D �2L 1 A� uj 2 u z U m N I� ca I co G O g r m �L o ( p Q / 0 1 ` pfl p I \ PROPOSED -77 v \\ \l DRY WELL \� ' Q 0 O �— \ %\ 8'-0"0x4`-O" \ O \�� ►�- U DEEP �O 1 \ S TOWN OF SOUTHOLD TO LIMIT OF MODERATE JEANE7E GOLDSMITH 1954 WAVE ACTION GRANT OF LAND UNDER WATER ` `f 0UTHOLD RECORDS PAGE 323 �+ N 01m 1� �\ 1 , ---- —1 -------------------- ------- -----------� ROOF DRAINAGE CALCULATION5 N47008'20"W 200.20, TOWN CREEK ROOF AREA WIDTH LENGTH AREA-SF BUILDING 24.5 59.0 1,445.5 BUILDING G 24.5 34.5 845.3 RAIN RUNOFF AREA 2'RAIN VOLUME-CF 11 "u BUILDIIG 5 1.445.5 2 240.9 �— BUtLDIIJG G 545.3 2 140.9 BASIN 42.3 IG 5 240.9 42.3 VOLUME 5.70 DEPTH REQD. ,iFIG 6UILD 5 -� APPLICANT: FOUNDERS LANDING BOATYARD LLC. -i a � i BUILDING G 140.9 42.3 3.33 �-, all ADDRESS: P.O. BOX 2 124 RESULT GREENPORT, NY 1 1944 BUILDING 5 - USE 2 BA51N5-B'-0'DIA.BY 3'-O"DEEP ICI SITE PLAN JOB SITE: 1000 TERRY LANE BUILDING G - USE I BA51N5-8'-0"DIA.BY 4'-0"DEEP u u� SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K-9 30' SCTM: #1000-64-3-1 I COSTELLO MA:"-.CONTRACTING CORP. �-� _ DATE: OG/10/22, OG/OG/22, 05/113/22, P.O BOX 21 2-,t ENPORT, N.Y. 11044 "° 05/05/22, 04/14/22, (--' 3/22, (63 I)477-I I 2) 01/14/22- (SHEET COSTE-1 ACORO- CERTIFICATE OF LIABILITY INSURANCE DATE(MMMDNYYY) 09/02/2021 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: If the certificate holder Is an ADDITIONAL INSURED,the policy(lds)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 endorsemen s, PRODUCER 518-746-9230 c ACT James B.Robinson Robinson&Son,LLC PHONE 518-746-9230 FAx 618-746-9234 P,O.Box 432 Arc,No,Ext: MC No): Hudson Falls,NY 12839 ames ro insonan sonnet Robinson&Son LLC INSURER(3)A)AFFORDING COVERAGE NAId N INSURER A:Atlantic Specialty Ins.Co. 27154 INSURED INSURER B: Costel10 ari" Contracting Corp. 235� INsuRER c4 th St0OB2124 Greenport,NY 11944 INSURERD., INSURER E: INSURER F: COVERAGES CERTIFIgME NLJMBER: REVISION B R, THIS IS TO CERTIFY THAT THE POLICIES 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 TYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE y 1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED S 60,000 PREMIA X MARINE GENERAL BSJ401734 10/28/2020 10128/2021 MED EXP(Any one personi $ 5,000 LIABILITY ERSONAL&ADV INJURY $ 11000,000 GE 'LAGGREGATELIMITAPP I SPER: GENERAL GGR GATE S 2,000,000 POLICY El jpCT LOC PRODUCT -CO PLOP AGG S 110001000 OTHER: AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT ANYAUTO BODILY INJURY(PerPerson) S OWNED SCHEDULED AUTOS ONLY AU�TNOSy�NED BODILY INJURY(Per accident AU700S ONLY AUTO ONLY PAop DAMAGE S UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE DED RETENTIONS WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITYTUTE ANpYPROPRIIETORIPARTNERIEXECUTIVE E.L EACH ACCIDENT S (AMaeda ory In N R EXCLUDED? N I A EL DISEASE-EA EMPLOYEE $ III WA describe under RI TION OF OPERATIONS belm E L DISEASE-POLICY LIMB DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) SUBJECT TO ACTUAL POLICY CONDITIONS. CERTIFICATE O D R CANCELLATION TOWNSOH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. , P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE Robinson on LL,C/ ACORD 26(2016103) 01988-2015 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD N Y S ' F New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 I nysif.com r CERTIFICATE OF WORKERS' COMPENSATION INSURANCE d A A A A A A 112399620 LEVITT-FUIRST ASSOCIATES LTD 520 WHITE PLAINS ROAD,2ND FL O TARRYTOWN NY 10591 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COSTELLO'S MARINE CONTRACTING CORP TOWN OF SOUTHHOLD 423 5TH ST. P O BOX 1179 P.O.BOX 2124 SHOTHOLD NY 11971 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2151572-1 817737 06/29/2021 TO 06/29/2022 9/2/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2151572-1, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COMICERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. 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 STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1043768858 U-26.3 (1)UNAUTHORQED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YOPI,STATE EDUCATON LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E45TING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND APE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION Cf FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPAFFD AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTTUTIi,N.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS N+SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FROM OTHERS. N / 400 Ostrander ,Avenue, Riverhead, New York IIQOI / tel. 631.127.2303 fax. 631.121.0144 adman@youngengineering.com W N E Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer 1 `I Douglas E. Adams, Professional Engineer S �oy� 11.63 Robert C. Tost, Architect / Robert St mski, Architect 51 TE DATA UPLAND AREA 11,67Q 50. FT. q / LAND UNDERWATER =4a,7(55 50. FT. / TOTAL AREA = a4,642 SO. FT. S #1 1 STORY METAL BUILDING = 6,275 50. FT. = 11.5% #2 2 STORY METAL BUILDING = 2,O1°i 50. FT. = 2.6 0 / #3 1 STORY GONG. BLK. BUILDING = IQQ 50. FT. = 0.3% CMF #4 1 STORY FRAME BUILDING = 1,225 50. FT. = 1.1% 1.7•N #5 1 STORY FRAME BUILDING = 2,5�2 50. FT. = 5.3% 2 2 W = 14,115 50. FT. = 1a.6% 6.96 \9.1 VERTICAL DATUM = NAVD (1966) � 8.77 KEY MAP // // ^� � OWNER = FOUNDERS LANDING BOAT YARD, LLC, 110 5.95 P. 0. BOX 2124 425 5th STREET SCALE: I"=600' / / 8.36 % I &REENFORT, NEW YORK IIci44 V1°e• /6.5 17S, 84�� SUBDIVISION MAP "FOUNDERS ESTATES" FILED IN THE CO OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 10, IQ2-7 A5 6.48 6.31 'O ' � e��O FILE NO. 634 5,34 � 66 5.50 o< � $ 0�" FF 6.11, E hCO �� 0. 5.80 5 27 r7`C r7ti' VQ � r'S 5,65 5.00 p ��` �C/ /�• S O 6�� Op 5.69 5.59 111yo I +4.61 ryJQ 5.65 O J" /,' `4.85.6 7 4.59 5.56 / 6. 4 6F63 e'o, 4.33 5.75 c°ti �° 5.381 4.85 3.67 3.07 r / 6.445.58 FPS /?s 5.91 0°� O 4.61 ` 3.71 / 3.29 j / FSr FF 5.6 -/ 5.78- 7 A 4.80 v 5j� F `i.0 S'41QSTO oc \\ I - b, 5.47 oG�°ps TGa 4.1j ` / F .°•Fo FST 16 r G' Q��P P 3.99 4.16 00, wx� L E&END CMF F� 5.59 0 2 s 5.20 qTF < T"tip FF5.04 4.57��y�� 1 0.A� ,j 3.78/ 5.5 \ f T f �C 4.35 / 4.05`�f'4� _ - ` 2�6 ° r ' EOP = EDGE OF PAVEMENT \ ��oQ cod e° 1'� 1. FEN-ND = WOOD FENCE Q �(6 °' ti / o° ° 4-78 / r 4.52 FEN-CLF =CHAIN LINK FENCE 0/)j� ao ti�Q C� ® +4.43 / �° 4.68 FEN-5TK = STOCKADE FENCE .. 4� ! �� / /QQ / �T/tip 4.81 4.93 RO =ROOF OVER ?� 5.11 F �° 5P = STONE PAVEMENT \ 5.19 2 �FO'Oti�c 4.60 3.9� 3,�'�Q' � t °� 4.87 �i- 4.63 / - d _ _ _ \ ► 4.32 4. 3 �� GM5 = CONCRETE MONUMEN UTILITY T LE - F +4� ,y /� / ' i 4.84/ - Z_ 4j96=NAIL CMF = CONCRETE MONUMENT FOUND \ \ 5.62 1 OF SOUTHOJ.-D `� � / / ' W55 = WOOD STAKE SET 4.39 / 015,O 5.13 + TOWN S TO GOLDSVIITH '? 93 /\ % I WSF = WOOD STAKE FOUND \� �' p��n/41 ALVAH 81931 +4.51 ; / IPF = IRON PIPE FOUND 4.45 SP O I OFp O` Under Water / S SS Grant of and e 145 = LIGHT POLE 4.5 5.27 N I FST SOS Southold RecSIDords page - -- - f /' 4.12 5.25 �ry00 \ 4.31 / 3.84 3_99 210.00 5.61 -------- �S 3.75 4.29 tic / 5.75 U 5.22 / /' °°� at / FF ?4 4 4.59 +5.33 T y� �ti \, 1 16 � yo 5.64 514 5.59 5.24 °� S & / Sly pC S OT \\\ 5.8079 G'O SO :94 +5.085.2 � o° O 7 #S 4.485.44 5.5 9 s 4.3 � 4.61c� OFD -4-- IPF p� ` eURgtijF 3.41 \ \ 63 5.55 9e tee f a g +4.96 loTti /' OHO TAT O ti r �p�Nc 3.2 ` 0 U 5.47 �8 14173.9 ��Po ° °c LigAO,, 3 0 ° S t '_e oAR gcF 4.07 4 42 5- o � 5.1 5UR\/EY0RI5 OERTIFIOATION / � � F N 7 N6 /00 O � � ry j #6 e 8 Q 5.58 / /� s �8 p�/ U) VIE HEREBY CERTIFY TO FOUNDERS LANDING BOAT YARD, LLC THAT THIS S 27 4 00 /�Q , �e RqM 1 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND / I' (Jko (; hew o �. 4.811 SURVEYS SURVEYS ADOPTED BY THE NEIN YORK STATE A550CIATION OF PROFESSIONAL LAND %.86 13 FIRE DW r A, IPF f'/• N /y 0 3.1 .04 �� Me 5.?.3 ml G.1 �J/' Fj�.e p D ' ?4•q. CqR \ LLC r y TO °ck J 3.90 gs, 'S£ 4.1 / �� r 3.61� �4u \ Av 4.00 e r +4.30 4.74.0 \\ s 4.67 �0 Sp mry HOWARD W. YOUNG, N.Y.S. L.S. NO. 458a5 0 / r �(-Y 5UR\/EY FOR 4.40 t 4.7 5.16 FOUNDERS LANDINCB � 5. �� E30AT `rARD, LLG FIXED DOCK C 4.88 5.33 0i at Southold, Town of Southold + `FN �cF 0�ti Suffolk County, New York ry TOPOGRAPH I GAL 5URVEY 8/ .50 .93 1000 64 03 10 a �O 4.56 5.03 County Tax Map District 1000 Section 64 Block 03 Lot 11 0. 8 MAP PREPARED APR. ICI, 2O1a O, 4.26 0 Record of Revisions 4.90 4.91 RECORD OF REVISIONS DATE FIXED DOCK yWM 0 } 50 0 15 50 60 QO m Scale: I" = 30' J a JOB NO. 2015-0076 DWG. 2O16_OO-76_survey I OF I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTIOY OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAIIO TRITE COPY. { CERTIFICATION()CERTI CATION INDICATEDALL RIJN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTINTIM OR SUBSEQUENT OWNERS. (5)111E LOCATION OF WELLS(W),SEPTIC TANKS(ST)8 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND ON DATA OBTAINED FROM OTHERS N ,/ 400 Ostrander Avenue, Riverhead, New York 110101 tel. 631.727.2303 fax. 631.727,0144 odmin@youngenglneering.com � W+E / / Howard W. Young , Surveyor Thomas C. Wolpert, Professional Engineer Dou los E. Adams, Professional Engineer Z Robert C. Tost, Architect Robert Stromskl, Architect F 0 � s, E � SITE�� 0� � � DATA ,. UPLAND AREA � Q 71070t 50. FT. LAND� TOTAL AREA =41,763 50. FT. = gq,642 50. FT. S / �o CMF 1.7'N op // , 2.2'W �2c ZONE X �Q� . �� VERTICAL DATUM = NAVD (Ig88) / KEY MAP _.. . �. w�. � / ZONE X (0.2% ANNUAL CHANCE) �� ,c o= SCALE: 1"=600' p� OWNER = FOUNDERS LANDING BOAT YARD, LLC / a P. O 425 5th STREET GRENPORT S �� , NEW YORK I M44 /0 6 T ' �8I <�e�Oti�,O ,I.- " 5UBDIVIVON MAP "FOUNDERS ESTATES" FILED IN THE Q OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 10, Icl27 AS _ FILE NO. 534 P / / h cc ,t V� v to FF 6.11 wOro / ,r °'�ti t, SEE FLOOD IN5URANCE RATE MAP PANEL NO. 3610300166 H LAST DATED SEPT. 25, 20011. 0� FF F 0 6.63 �� 5.38 / - , C 2O"F I �9• T OG�O�� ° # O,lc c:. �fo /?9 5.58 S16` FF 5.6 °° /„ / ?o A` �/ S� # FIRM ZONE BOUNDARY LINE AS YeAF�F�s<' qhC , S �OGYO�of/ To �G/O� J • .« P yo "� F/ c�Co �g RATE SCALEMAP FROM FLOOD INSURANCE ` / ) �♦ o� goorb �SISq �, .T FF5 04 QQe � 8 / / ® ""� °,�rk�5 �_� LEGEND CMF <. IT. o�sti = co�c A r - ♦♦ / ® •' {=A'_� 1, EOP - EDGE OF PAVEMENT /20 ,�' / °,� FEN-WV = WOOD FENCE ' ��♦ ti tioz_•�• �� ' e FEN-CLF =CHAIN LINK FENCE ® 6 90 �Q1 p FEN-5TK = STOCKADE FENCE AF �000 ♦� RO =ROOF OVER tiF �� _ �PD ti�Fq �' '/\ryO /'� t c,� 2a � 5P = STONE PAVEMENT \ o�F♦� _ - - _ _ _ _ z.M � = UTILITY POLE ` / / ' CM5 = CONCRETE MONUMENT SET \ �J `N, I 04' 0p TOWN OF SOUTHOLD /�' ° CMF = CONCRETE MONUMENT FOUND / W55 = WOOD STAKE SET \ SP I o�QS 9 S ALVAH B. GOLDSMITH WSF = WOOD STAKE FOUND q. S / a War / - IPF = IRON PIPE FOUND y0ly Grant of Land Un page 145 t� %/�O Southold Records = LIGHT POLE •g _ S 0 4h coo q 0� ��/ ' f 6 / O '' o o� °d'� o �9SG'O S��r0 ��/ SyO�A�. °o, Lo e S `� T� O 9S o E ago= O O `� as IPF O 3 0- P"� �O qT�,O<• Ci of F (7 _ 1CAR CARgMe 40, 'e RAGF O,ry i �o F£ N68 io V SURVEYOR 5 CERTIFICATION ' t �'' WE HEREBY CERTIFY TO FOUNDERS LANDING BOAT ,/1.� t hp YARD, LLIC THAT THIS SURVEY WA5 PREPARED IN ACCORDANCE 8 //6 D�� -IPF L� or po IPF-� WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSION AND ��,/ gkFo rylJ SURVEYORS. /�� 0 (l V S Q Q' C '`�,k _ '_ (:•�L ice,' YX ? C.: N 08, <o 0t't6 °j, �TF. TO N BOO oc�- Po'aSRO�O o j �\ � (•' .6f, � C'_ o J\ SP e ryFY /]� HOWARD W. YOUNG, N.Y. .5. NO. 4 8CII3 t ° C, ry ++` U) 5URVEY FOR OUNDER5 LAND I NG 0� ��u BOAT YARD, LLO FIXED DOCK t:' �� ./ Cq C Ot Southold, Town of Southold e"'�� o�Q Suffolk County, New York z ry 4' ' w �, w , ,.� FOUNDATION LOCATION SURREY ao v LIMIT OF MODERATE 1000 64 03 10 WAVE ACTION County Tax Map District 1000 Section 64 Block 03 Lot 1 � OO o ¢ k O' MAP PREPARED � Qu NOV. 05, 2022 Record of Revisions RECORD OF REV151ON5 DATE FIXED DOCK ywM '�` Z ONE AF (EL6) a ZONE VE G a 0 J O C O r Wry F Nov 2 2 2022 30 O 15 30 60 410 o Scale: 1" = 50' JOB NO. 2021-025q DWG. 2018_0076_foundation_loc I OF I Sena Old North Rd 1! i i a I r D 9 a po:.I - °�i; c 25 °tend a m g Qd,�� o Steers �aoQey, m BEIXEDON S 4o ESTATES boo 1 O� 7� SOUTHOLD y06 08 �" 4y O�aN°rr @�yA 25 9�m WESTMORELAND PROJECT LOCATION 4 10 3' 38.289G" N 72° 24' 53.5932"W a Qa Pine Necy-¢ v B v "d PO cy Custer Ave Vf ea Clearv; ` f >. Ave 91 N m I(I(Vu, cAn E chor Ln ° z REYDON PROPOSED: --- -- - JUN 2 12022 DD RECONSTRUCT PREVIOUSLY EXISTING BUILDING5 #5 (24.5' x 59') AND BUILDING DEPT. TOWN OF SOl1THOLD BUILDING #G (24.5' X 34.5') DESTROYED BY FIRE ON OG/10/202 1 . ACCE55: D ECE IV E BY LAND THRU APPLICANT5' PROPERTY � 320 Southold Town Board of Trustees APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2 124 GREENPORT, NY 1 1944 JOB 51TE: 1000 TERRY LANE V PREPARED BY: KS REVISED BY: KS VICINITY MAP 50UTHOLD, NY 1 19715CTM: #1000-64-3-I i C05TELLO MARINE CONTRACTING CORP.P.O BOX 2124, GREENPORT, N.Y. 1 1944 DATE: OG/I O/22, 06/OG/22, 05/19/22, (G3 0477-1 190 05/05/22, 04/14/22, 03/23/22, (5HEET I of 12) 01/14/22 s' r-' z q r N� r Af i 9,q ADJACENT PROPERTY OWENER5 DFOUNDER.5 LANDING BOAT OALLAN GOLDSMITH ODWMD LLC YARD, LLC 4824 SAN CARLO COURT I G30 N. OCEAN AVENUE P.O. BOX 2124 NAPLES, FL 34103 HOLT5VILLE, NY 1 1742 'r GREENPORT, NY 1 1544 (2620 HOBART ROAD) (1080 TERRY LANE) i (2700 HOBART ROAD) (5CTM# 1000-G4-3-9) (5CTM# 1000-G4-3-1 2) s.. (5CTM# 1000-G4-3-10) OPATRICIA DICARLO OMATILDA 5ULE IRREVOCABLE ©PETER M. OLLEN TRUST 3 DRIFTWOOD COURT TRUST 75-2G BELL BLVD., APT. 5E 5HOREHAM, NY 1178G 32-30 73RD STREET OAKLAND GARDENS, NY 113G4 (1 150 TERRY LANE) EAST ELMHURST, NY 1 1370 (2845 HOBART ROAD) Jyr (5CTM# 1000-G4-3-13) (2745 HOBART ROAD) (5CTM# 1000-G5- 1 -14) 5 ' (5CTM# 1000-G4-5-33) 2 "7 7 O OCHARLES S. ®SOUTHOLD PARK DISTRICT Q f CONCETTA JOSIN5KY P.O. BOX 359 3 ® 5 BEN51N DR.NE SOUTHOLD, NY 1 1971 MELVILLE, NY 1 1747 (1025 TERRY LANE) ® i (2945 HOBART ROAD) (5CTM# 1000-G5- 1-19. 1) (5CTM# 1000-G5-1-15) F.. Y Exxu - E C E I V Ca::8 - /�� Southold Town LOCATION MAP Board of Twstm APPLICANT: FOUNDER-5 LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K5 5CTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: OG/10/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 (63 i)477-1199 05/05122, 04!14/22, 03/23/22, (SHEET 2 of 1 2) 01114122 „,`` U Z o\` FIRM ZONE BOUNDARY LINE A5 sN SCALED FROM FLOOD IN5URANCE \moo RATE MAP ac / N h ---- HOBART LOAD LIMIT OF MODERATE WAVE ACTION 55102814011E 200.76 � o I - ` r 77.4' ''� ZA' \ �� /Q�� 0� 60 0 `v`4 t � r i \ r s _ , °, �� 5 � O WI 5HORELINE A5 5HOWN `\3` 2 c� �v\ �'1 O — Ott 2 ON MAP OF Z U n CV t "FOUNDER5 E5TATE5” C o o 4 OTHER OLD MAP5 o SQO Lu m 2 O U \ ` \\ ,` �O TOWN OF 5OUTHOLD TO \\ LIMIT OF MODERATE t JEANETTE GOLD5MITH 1954 \ WAVE ACTION t GRANT OF LAND UNDER WATER 5OUTHOLD RECORD5 PAGE 323 t \ I � t � t \ t � 0 -� m _� �a w � _ I --- ----- ----------------------- --------- a N47008'20"W 200.20' m APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRE55: P.O. BOX 2124 GREENPOKT, NY 1 1944 EX15T1 NG 51TE MAP JOB SITE: 1000 TERRY LANE 5OUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: K5 0 30' 5CTM: #1000-G4-3-1 I DATE: 06/I 0/22, 06/06/22, 05/19/22, COSTELLO MARINE CONTRACTING CORP. P.O BOX 2 124, GREENPORT, N.Y. 11944 1"=30' 05/05/22, 04/14/22, 03/23122, O I l i 4/22 (G31)477-1 199 (SHEET 3 of 12) 1 ` FIRM ZONE BOUNDARY LINE AS ` SCALED FROM FLOOD IN5URANCE \ RATE MAP - ------ HOBART LOAD `\ e � LIMIT OF MODERATE WAVE ACTION -- �. 55 f °28'40"E -- �'-- j 47PROPOSED DRY WELLS\ `\. � ' . 8 OOx3 0 DEEP \ \ J �0-0 ` ZONE AE \ \\ (ELG) 5 _ _- -' G lO.2% ZONE X \ G p NG\N ANNUAL CHANCE 77.1 'SHORELINE AS SHOWN\ `\\ � \�� '� �(zPG� 0�, n�(Z�• ON MAP OF \ \�• \v` "FOUNDER5 ESTATES" l q \ \ \ `� +f OTHER OLD MAPS ` \ \ �Q VIN I � - A. O p G �O to pG� m z � 0 \ O � \ PROPOSED`\ �f- v CO :2 I \\ DRY WELL \ ` -0 0 O 3 \ \ 8 0`Ox4-0 \ \� \ DEEP \ 0 p, / \ \ 0 a TOWN OF SOUTHOLD TO .. \ . LIMIT OF MODERATE JF-ANETTE GOLDSMITH 1054 X\ WAVE ACTION "'f `• GRANT OF LAND UNDER WATER 0UTHOLD RECORDS PAGE 323 1' s \\ \ 6Yjl - O O r 20 i / m m. I t` 1 � --- --------- ------- ----- -- — -- -- -- ROOF DRAINAGE CALCULATIONS N47008'20"W 200.201 TOWN CREEK ROOF AREA WIDTH LENGTH 1,445.5 BUILDING 5 24.5 59.0 I 445.5 BUILDING G 24.5 34.5 845.3 RAIN RUNOFF AREA 2°RAIN VOLUME-CF m BUILDING 5 1,445.5 2 240.9 C BUILDING 6 845.3 2 140.9 W o BASIN Rea. VOLUME CrIFT42.3 DEPTH REOD. APPLICANT: FOUNDERS LANDING BOATYARD LLC. BUILDING 5 240.9 42.3 5.70 -i a C.eJ � , BUILDING G 140.9 42.3 3.33 2 o ADDRESS: P.O. BOX 2124 91 RESULT pa GREENPORT, NY 1 1944 BUILDING 5 - USE 2 BASINS-V-0"DIA.BY 3'-0'DEEP SITE PLAN JOB SITE: 1000 TERRY LANE BUILDING G - USE 1 BASINS-8'-0'DIA.BY 4'-O°DEEP SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K5 0 30' 5CTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: OG/10/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 11944 11•=30' 05/05/22, 04/14/22, 03/23/22, (G31)477-1 199 (SHEET 4 of 12) 01/14/22 20' _ POURED I O'x2O' POURED CONC. +G' FLOOR ELEV (BFE) °e .. �• a.e ••a .°. ' ' a n - . - ,. . RAMP(G% SLOPE) +4' FIN. GRADE a ° °. a a, °• a TO MATCH BULKHEAD HEIGHT +4' FIN. GRADE (3) 4'x5' POURED CONC. LANDINGS WITH 4'x5-9" POURED CONC. TO MATCH BULKHEAD HEIGHT POURED I O'x20' POURED CONC. 5'-I I" ONE STEP OF I 1"TREAD AND ,5" RISER LANDING W/8" RISER� I I" RAMP(G% SLOPE) TREAD STEP FOUNDATION EAST ELEVATION VIEW +8' FNDT WALL ELEV. FOUNDATION WALL- SEE DETAIL 6" POURED CONCRETE SLAB +G' FLOOR ELEV. WE) ON WELL TAMPERE±4' FIN. GRADE TO MATCH BULKHEAD HEIGHT ? -""`--rt�`"" r.r , • - _ _ _ _ . _.... _ _ __._�.....,__ �__..___.. ...- D BASE , II JJ _.. •. •• ,-F.-.. 6 FLOOR ELEV. BFE1 �— {I III I i I--�I L-I !_i I t— � ...-...•; .:.. .. .�.� .+.,..-._.:-•'. .-S_'.:.:'•��.w,^�,�+�.':.�i•-- •:•��..,,y,.�.w.�:s:p:.i4.�•.�'�+`'r_:� 1 ( / I I-1 i I-1!I=1 I I- i I— 1=!!1g i 1=i 11-=1 i I—i 11=1 f 1=1 I i-1 i I-f 11—. +4 FIN. GRADE TO MATCH H BULKHEAD HEIGHT I=� _ (-1111 1."• 1 II1=111_Ilei--1u=� _ TAMPERED BASE �`s =-QaEE EE11! II1-111_lll—Elli-lll ;;II;-I'_.1-II I=11111 1= — �—III—;1 FOUNDATION SECTION VIEW f, 201 31 60'-G" ___ ______ ____ 4' x5'11" OVERALL PATIO I �---- . ----- --------.- _ -- ------- ------ _ r -____----- - -� 4. d da. a cv ° - ° • .ICI 4 �° n° ° " 4 ° a� ° ° /% a2 d 4. - I I ° J • 4 . ^ G" POURED CONC. SLAB ° 4 I a• ' - � d a 4 ' d ° d ° • - all• a d ° A 10. d' I L--------------- —°--- — -.- ------ _________ --------------------J 41 x 5'1 1"OVERALL PATIO _— 4'x 5'1 1" OVERALL PATIO 3' 3 P-G" i 31 4'-I I"x 5'-9" 54'-G" 1 PATIO N p E 0 P (CANT: FOUNDERS LANDING BOATYARD, LLC. FOUNDATION PLAN j U N 1 3 2022 .E55: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB 51TE: .1000 TERRY LANE PREPARED BY: K5 REVISED BY: KS SoulnoldTown SOUTHOLD, NY 1 1971 C05TELLO MARINE CONTRACTING CORP. U 10' gird ofUust2es SC #1000-64-3-I I P.O BOX 2124, GREENPORT, N.Y. 11944 DATE: OG/10/22, OG/OG122, 05/19/22, (63 I)477-1199 1��'�� 05/05/22, 04/14/22, 03/23/22, (SHEET 5 of 12) 01/14/22 i ALL GUTTER DOWN SPOUTS DRY WELLS (3) TO DRAIN INTO DRY WELL • 1 BASIN = 6-0"0 by 4'-0" DEEP FOUNDATION WALL: • 2 BASINS = 6-0"0 by 3'-0" DEEP •8"THICK POURED CONC. • 8" -REINFORCED WI#4 REBAR 12" O.C. BOTH DIRECTIONS VARIES +4' FIN. GRADE +8'T_OP OF_C_ONC. WALL EL_EV_. __ __ •4' EXTERIOR EXPOSURE TO MATCH BULKHEAD HEIGHT - •EXTERIOR MUST BE COATED W/ 2 LAYERS OF WATER IH _�= RESISTANT TAR ° 111-1 I I E I :: 4"0 PVC INLET W/ 1=III-III I% MIN. +G' FLOOR ELEV. (BFE) — _ .' o 0 0 0 0 (Do 0 -- - H 1=1 I I=1 - --,- II-11 =1J-111�i=III-1t4 00o 0 o 0 o rJ O 0 o 0 oo0 '^1�II�J1= N ;: tzy'e�-•' .,��;�_.a.:v.a;;.�: a'tiF:.``ar�';t':': I I la I i-1 I I-1 I f=1 I I-�11=1 I tJ I I I I-1T=> := ' ' -III-1 I I-III li Ot t} TAMPERED FILL i-�i l_I 11=1 L�11=1 I I-1 I-�-I 11=1 0 0 0 0 0 O o O © 0 0 0 0 0 0 4 ';I-1 I{�11=_ +4' FIN. GRADE I I�1 I-1 11=1 I I =111-1 11-I 11=L_ I I I 1=1 I i-III-' ,a 0 0 0 0 0 O o O o 0 0 0 0 0 0 =J I i-III-I I i I 11=11 I-I 11= -{II=IIf�III-III-III-1I=1II�T'- = :1�I{III-1I MATCH BULKHEAD HEIGHT 1-IIIJII� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Ti-11 i-I 1I1=11 SLAB: -III-1I I-I I i-!I I_I I= _••�.�� -��••1 I I-I 11=1 I I- I�I I� •• I I�I -I�EEI I1=J I1= � ;:: , 0 0 0 0 O O o O m O o 0 0 0 0 w�{Z�I I-I ' m • G" POURED CONC. CONIC. DRY WELL PRE CAST 1=111_I I-II._: ."„ ! _ -Y „_ ;•��.,,,Y• r `-III-III-III LEVEL WITH EXISTING GRADE (+4') L. .II _Ii_IIIi_I 3v:<-�.w;. < h '; ='•,�t�r;,. � I=l 1 l=I Ii ± FROST LINE v 8 (I � • ON FILLED WELL TEMPERED BASEWRAPPED W/FILTER CLOTH _- REINFORCED W/#4 REBAR 12' I-1 11=1 I I-I i-I 11=1 I�-1 I la 11=1 I I-111-111=1 I la11,11 _ — -1II-1II—=Il—III—IIl—III-III=1I�1laIIE1II-III O.C. BOTH DIRECTIONS i 21 z SAND SURROUNDING WELL FOOTING: � • 12"x24" FOOTING W/KEYWAY • REINFORCED W1#G REBAR • MUST SIT BELOW FROST LINE DRY WELL INSTALLATION DETAI L 0 4' 4 1"=4' 8' FOUNDATION DETAILS L_mi4' E C E i V E V=4' Ri JUN 9 3 ZM ID 24'-G" Southold Town — 2'-05/a" 2'-2V811 Board of Trustees 3' 10' 7'-3" _TOP OF_CONIC, WALL U ELEV. +8' r, N 12' N r 8" COVER a +G' F_F. ELEV_(BFE)� 6 d J q00 0 0 0 0 0 © 0 0 0000010 A ° a a ° s ±4' FIN. GRADE TO MATCH BH HEIGHT z a 0100000 0 0 0 0 C 0 0 0 0 0�0 =1 I I=1 1=1 11=i I I�I i�11=1 I I -I 11=1 I{-III-I �I 11=1 11=1 I-i I�I 11=1 11=L=1 11=1 11=!11=1 11-1 I L=1 I I-1!1=1 f 1=J 11=1 I I-III-_I O 0100000 0 0 O o 00000010 = - t�l 11=1 11=1 - 4 x5 9 POURED CONIC. 1=1 I l=1 11=1 I I IT "f'"-"'-"'-" T- I I p OtoO 0 0 0 0 0 O o 0 0 0 0 o0t0 -II-III�II-III-111�11= LANDING W/8" RISER$=1IaIF-911=11=1 POURED 1O'x20' POURa=D CONIC.=11{=III=III=III=111=111=III w p t t I-III- I I"TREAD STEP 1=1 11=1 I1=T- -RAMP(G% SLOPE) I1=1 I I-I i I-1 I I-1I I I I�1I- N_ 6100000 0 o O o 0 0 0 0 0 o t 0 - - `0 010000 0 O 0 O o 0 0000010 _I i l-III-III-1 I1=1 I1=1 I1-1 I I=1 I I-1 I1=11I=1 I1-1 I1-1 I(=1 I1=1 I I-I 11=1I l=1 I I�I1�11=1 I1=1I 1=1!1=1I1=1 I l=1 I i=1 11= - -1 11=1 11=1 I I-1 I I-1 11=1 I I-1 11=1 I I-1 I I-III-1 I I-1 11=i I I-I l I-{I I-1 I I�f I-1 11=1 I I-III-I 11=1 11=1 I I-1 I I-1 11= 4" _ =1 I I=1 =1 I I�I-1 I _I-11 =III-1 ro APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 DRY WELL DETAIL - TYPICAL FOUNDATION ELEVATION DETAILS RT, NY 1 1944 JOB SITE: 1000000 T TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS 0 4' ol-�t�---�—mmmi SCTM: #1000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. V=4' DATE: OG/10/22, OGIOG122, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 11044 (63 I)477-1199 05/05122, 04/14/22, 03/23/22, (SHEET G of 12) 01/14/22 FLOOR PLAN KEY DOOR �—� WALL WINDOW BARN DOOR 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 3'-G 3'-G" I'-G" 8'-5" 6'-8" 7'-1 111 16'-8" G' 13'-8" G' N (U N N N © © ® cm 0 coN `� DOUBLE SLIDING J BARN DOORS tu p O -1BLDG. #G = 510.75 SQ.PT, O BLDG, #5 = 13G3 SQ.FT. -1 O O N N t0 cV u N N It N � N N N ch 1 i 0 58' m m N 30 30 30, 54'-G" I'-G" 93'-G" TOTAL OVERALL ® - E 0 E 9 V E i PROPOSED WINDOW SCHEDULE Boarof-old f=Trusf es; TAG MAKE/MODEL UNIT DIM5 R/0 QTY ® ANDERSEN W G'-O" W G'-O X" 2 SLDG040-2 H 4'-0" H 4'-0 h" © ANDERSEN W 3'-5 7/a' W 3'-G Ye" 2 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. TW3452 H 5-4310' H 5'-4Yd' ADDRESS: P.O. BOX 2 124 ANDERSEN W 2'-1 1'5f6' : W 3'-0X" GREENPOKT, NY 1 1944 AX31 H 2'-7Yz' H 2'-8" 2 FLOOK PLAN JOB SITE: 1000 TERRY LANE SOUTHOLD, NY I 1971 PREPARED BY: K5 REVI5ED BY: KS 5CTM: #000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. �p� DATE: OG/10/22, 0G/0G/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1044 05/05/22, 04/14/22, 03/23/22, (G31)477-1 199 (SHEET 7 of 1 2) 01/14/22 -- -------------------------- - In _QD _QD - - - - - - - cQp - A It ------ ' --------------- 1 i ! it 1 BLDG. #G = 5I0.75"SQ.FT. ; BLDG. #5 = 1363 SQ.FT. u o 50 u u v u u u` u u 3 I1 � I l -------------------------------------------------------------- -'-' ELECTRICAL KEY ELECTRICAL NOTES dF' 110 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET I . ALL OUTLETS TO BE ON GFI CIRCUIT AND MUST BE ELEVATION + 10' 6wF�F 110 VOLT WATERPROOF GFI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4' APART LED LIGHT 3. ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED, CENTERED ON ROOM AND SPACED EQUALLY THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIAl Q V E CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/OWNERS WALL MOUNTED LIGHT l: jUN 13 2022 a ELECTRIC METER Board of Trustees; APPLICANT: FOUNDERS LANDING BOATYARD, LLC. PROPOSED ELECTRIC PLAN ADDRE55: P.O. BOX 2124 o GREENPORT, NY 1 1044 .JOB 51TE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS SOUTHOLD, NY 11071SCTM: #1000-64-3-I I COSTELLO MARINE CONTRACTING CORP. DATE: OG/10/22, OG/OG/22, 0511'122, P.O BOX 2124, GREENPOKT, N.Y. 1 1944 (63 I)477-i 199 05/05122, 04/14/22, 03/23/22, - (SHEET 6 of 12) 01/14/22 i RIDGE I RIDGE METAL PANEL ROOF W/VENTED RIDGE I METAL PANEL ROOF ICE SHIELD W/VENTED RIDGE UNDERLAY REQUIRED 6� -24" FROM EDGES i ICE SHIELD UNDERLAY 2"xG" SCISSOR FRAMING 4 12 >2 ALUMINUM REQUIRED-24" FROM I , GUTTERS 6p EDGE'S 24" O.C. WITH 6/Z OUTTER 2"xG" SCISSOR FRAMING 4p 12 ALUMINUM GUTTERS PITCH AND 4/12 INNER PITCH f"x8" FASCIA BOARD 24" O.C. WITH -12 OUTTER I"x 1 2" SOFFIT WITH VENT I PITCH AND 4/i 2 INNER PITCH I"x8" FASCIA BOARD N WALLS WALLS I"x 1 2" SOFFIT WITH VENT I • 2"xG" STUD5 BOARD AND BATTEN • 2"xG" STUDS • 16" O.C. TYP. SIDING �0 1 G" O.C. TYP. BOARD * BATTEN SIDING • 4"xG" BOTTOM PLATE • 4"xG" BOTTOM PLATE • 2"xG" DOUBLE TOP PLATE I 2"xG" DOUBLE TOP PLATE r ' MIN. PLYWOOD 7Xc;" MIN. PLYWOOD SHEATHING WITH VAPOR I SHEATHING WITH VAPOR = X BARRIER PROVIDE 8d BARRIER PROVIDE 8d i COMMON NAZIS @ 4' COMMON NAILS @ 4' i 4 POURED CONC. ? O.C. AT EXTERIOR ENDS 4 POURED CONC. i 1 FLOOR EL. +G' (BEE) { FLOOR EL. +G' (BEE) O.C. AT EXTERIOR ENDS `'v;r a•a ,,:t; �;a:^ M. >a:!r::ap"x%•'r-..-"4:�< "a...� "4r,=:r.`T Z -'.a_,•:•t +c:•-° ^s >+.,,�..-,:.-ate :,;•w:�-- ;ntr .s:nt.r - :,�^_ n ,?,>k. .. ,... ..._.,>...,..•:as.,rx ;;< ... _ r: _.�;� x? i FIN. GRADE TO MATCH ...,. . t:u, �:; -a p � ,.I �' p � "f�i•�. �..•� a��_. .";.M;-:4��.,::� ,t�... �,:.�.;:•:_•1,.,::_�.;.,-:,`>.�;:;'_ n Its' ! FIN. GRADE TO MATCH BULKHEAD HEIGHT — �! IQ I��1 i— ' BULKHEAD HEIGHT lill � 1— I �I II � I 11— i II I 11-1 z 1 ( 1 I r l I I IT FOUNDATION WALL ; `�i�—i i FOUNDATION WALL 1 I tl - - SEE DETAILS O -SEE DETAILS i ap IFill ap I • NOTE: I FINISHED GRADE TO MATCH BULKHEAD HEIGHT BUILDING #5 SECTION VIEW BUILDING #G SECTION VIEW FID ECEflVE IDAPPLICANT: FOUNDERS LANDING BOATYARD, LLC. J U N 1 3 2022 ADDRE55: P.O. BOX 2124 GREENPORT, NY 1 1344 JOB SITE: 1000 TERRY LANE Southold PREPARED BY: K5 REVI5ED BY: K5 Board ofTrus Town #1000- 4- -1 1 ! SCTM: #1000-64-3-1 I C05TFLLO MARINE CONTRACTING CORP. DATE: OG/10/22, OG/OG122, 05/15/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 (63 I)477-1199 05/05/22, 04114/22, 03/23/22, (SHEET 9 of 1 2) 01/14122 METAL PANEL ROOF W/VENTED RIDGE I ' I � I Tf I ALL GUTTERS TIE INTO i !� III I i ! !I jI ! ! ! 1 I{ I, �: i I I DRY WELLS - SEE DETAIL t 1 I ! ; I �; 1 b iI I , J Ell, !. I II � II BOARD AND r > ' BATTEN 51DING >9 BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION OPTION If' ECEIVE METAL PANEL ROOF F( SUM 1 3 2022 W/VENTED RIDGE t I , I Soathold Town Board of Trustees ALL GUTTERS TIE INTO DRY WELLS - SEE DETAIL BOARD AND I I I i1 I II I � I G ► I� I III i I I 1 I] ! �� I �, � I ! ! ;r 1 � BATTEN SIDING14 BUILDING #G BUILDING #5 EAST ELEVATION EAST ELEVATION APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRE55: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB 51TE: 1000 TERRY LANE PREPARED BY: K5 REVISED BY: K5 0 10' SOUTHOLD, NY 1 1971 SCTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. =90, DATE: OG/10/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 (63 I)477-1199 (SHEET 10 of 12) 05/05/22, 04/14/22, 03/23122, O 1114/22 RIDGE VENT GABLE VENT CUSTOM I O'x 12'-7" CARRIAGE SWING DOORS 1772 ®6 I I I � c d p o d BUILDING #G 5OUTH ELEVATION RIDGE VENTS GABLE VENTS CUSTOM I Ox9'-7" CARRIAGE SWING DOORS I I � I ®G 12 ocn IT a s � Ll N � ry n ry F. u H 44. BUILDING #5 NORTH ELEVATION APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 JOB 51TE: 1000 TERRY LANE SOUTHOLD, NY 11971 PREPARED BY: K5 REVISED BY: K5 95' SCTM: #1000-64-3-1 I COSTELLO MARINE CONTRACTING CORP. iiiiiii 1„=5, DATE: 06/10/22, 06/06/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (631)477-1 199 (SHEET I 1 of 12) 01/14/22 t d i DESCRIPTION OF OPERATION : OUR FLOOD BARRIER DOOR DAMS CAN BE ADJUSTED TO FIT MOST DOOR WAYS, IF YOU TO INSTALL AN EXTENSION POLE: WISH TO PROTECT A LARGER ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CON515TS OF A CENTER PIECE, AND TWO WINGS. THE REQUIRE TO INSTALL ONE OR MORE EXTENSION POLES (DEPENDING ON THE 51ZE OF YOUR • CORE A HOLE 55 MM (2. 1") THICK X I GO MM (G.3"), WINGS SLIDE IN AND OUT OF THE CENTER PIECE, ALLOWING THE OPENING). IF YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLES YOU REQUIRE . A METAL ROD 15 SECURED INTO THIS HOLE AND COMES PANEL'S WIDTH TO BE ADJUSTED TO FIT A RANGE OF DOOR OPENINGS. TO SECURE YOUR HOME PLEASE REACH OUT TO US AND WE WILL GLADLY ASSIST YOU FLUSH WITH THE GROUND. • THE EXTENSION POLE CAN THEN CLIPPED INTO PLACE IN THE WINGS ARE LINKED TOGETHER BY A SCREW MECHANISM. THE FLOOD BARRIERS EXTEND FROM 750 MM - 1100 MM. (30.7" - 43.3") SECONDS. MOVEMENT OF THE WINGS 15 CONTROLLED BY A RATCHET HANDLE. THE BARRIER HEIGHT IS 720 MM (25.3") DIRECTION OF MOVEMENT OF THE WINGS 15 CONTROLLED BY A IF YOUR ENTRANCE 15 LARGER THAN 1100 MM YOU WILL REQUIRE TO INSTALL AN REVERSE BUTTON ON THE RATCHET HANDLE. SEALING OF THE DOOR EXTENSION POLE TO CONNECT MULTIPLE BARRIERS. OPENING IS MAINTAINED BY A PATENTED, INFLATABLE RUBBER TUBE EACH BARRIER COMES WITH AN INFLATABLE SEAL INSTALLED, AND ONE SPARE. ARRANGEMENT, THAT SURROUNDS THE EXTENDED FRAME. WHEN THE PANEL 15 HELD IN POSITION BY THE EXTENDED WINGS, THE TUBE 15 INFLATED BY A MANUALLY OPERATED, BUILT-IN, AIR PUMP. THE AIR SYSTEM HAS A BUILT-IN AIR PRESSURE GAUGE. z 0 'ORANNu FOR Rf"-MNCE ONLY Lu SPECIFICATION 5: -- ------ z w • MAIN BODY: A552100- GR 10 GLA55 FIBRE REINFORCEMENT 'DRAWING FOR REFERENCE ONLY • INNER MOULDINGS: POM M90-44 POLYACETAL • REINFORCEMENT: STAINLESS STEEL 304 O 3'-4" 3'-4"� • GEAR SYSTEM: BRASS 0 • COMPRE55ION SEAL: EPDM 40-50 SHORE A • INFLATABLE SEAL: (PATENTED) 3 ••. PROD) SOURCES:MANUALLY GENERAT D (GEARED) LEVERAGE, FOR EXTENDING PANEL I. p 1 a WIDTH. •• B) MANUALLY GENERATED AIR PRESSURE, TO INFLATE RUBBER SEAL. ot---=---- 0 6' 1"=4' 1"=6' 10, �- 1"=10' O EXTENSION POLE INSTALLATION NOTES k I . FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER. ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED BY DAM EASY FLOOD GATES BY DAM EASY FLOOD GATES 2. VERIFY WITH OWNER PRIOR TO INSTALLATION 3. SEAL HOLE FOR POLE EXTENSION WITH POLYESTER RE51N a ECEIVE APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRE55: P.O. BOX 2124 0 10, JUN i � 2�`2� GREENPORT, NY 1 1944 I---�---{ JOB SITE: 1000 TERRY LANE 1"=10' SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K5 Southold Town SCTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. FLOOD PROTECTION Board otTrustees DATE: OG/10122, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04114122, 03/23/22, (G3 1)477-1 199 (SHEET 12 of 1 2) 01114122 APPROVED AS NOTED DATE: 0 d2B.P.# --q&vd FEE: -_ BY:NOTIFY,-BUILDING DEPARTMENT AT ELECTRICAL 765' 86i�44AM.' TO 4 PM' FOR THE INSPECTION REQUIRED FOLLOWING.INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE, 2., ROUGH-;;FRAMING & PLUMBING 3.- INSULATIbN -- 4: FINAL . CT IOT PRO. ED:W1-T i CONSTRUCTION MUST If R MII�IG' NTILSUAVEY'-�! BE,COMPLETE FOR C.O. dRf,OUNDATIQN L C TI.OX1: ��!}N b p y y 4` ALL CONSTRUCTION SHALL MEET THE 111�--'� �I��'�E�"NA`PPF�OU�D:: REQUIREMENTS OF THE CODES OF NEW PRO-, YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ASREQUIRED AND CONDITIONS OF ..FIRf':�l�SPE TON. REQUIRED EEFORL BOARD O,PEN1NG. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC Fire separation required as per NYS Code OCCUPANCY OR All exterior lighting Installed,replaced or USE IS UNLAWFt1�L repaired shall conform WITHOUT CERTIFICAT to chapter 172 OF OCCUPANCY of the Town Code FLOOD ZONE 464-- RETAIN STORM WATER RUNOFF COMPLY WITH CHAPTER"46" PURSUANT TO CHAPTER 236 FLOOD DAMAGE PREVENTION OF THE TOWN CODE. SOUTHOLD TOWN CODE. D Er," WE N. J. MAZZAFERRO P.E. AUG. 17 9099 Ju PO Box 57, Greenport,N.Y. 11944 BUILDING DEPT Phone- 516-457-5596 TOWN OF SOUTHOLD - Consulting Engineer DesigLi, Construction, Inspection August 5, 2022 Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 -Re: Building Reconstruction—Founders Landing, 1000 Terry Lane, Southold,NY 11971 Owner—Founders Landing Boatyard Inc. PO Box 2124, Greenport,N.Y. 11944 District-1000, Section-64 Block-3, Lot-10 & 11 This is in reference to the comments provided by Southold Town(dated 8-4-22) regarding the Application for Building Permit to reconstruct the storage/warehouse building on the noted property. t The comment refers to the exterior wall fire rating and UL design. In response: Please refer to drawing sheet 9 of 12 submitted with the application. This drawing shows the two cross sections of the building and provides details of the exterior wall construction. The'exterior wall composition has a fire rating of 1-hour. This is based on the IBC Section 721 —Prescriptive Fire Resistance. In particular, the design wall section meets the prescriptive requirements shown in Table 721.1(2) Rated Fire-Resistance For Various Walls and Partitions. The Table Item Numbers 15-1.13 and 16-1.3 are used in this project and the elements used in the design exceed the fire resistance requirements, increasing the resistance above 1 hr. Since the wall section shown in the design applies to the entire building the 10 foot lot line requirement is met. OF yo Nicholas J. Mazzaferro,P.E. - c 05709g 1?10FESSION�'�� SUBFLOOR !GIST 2ND FLOOR WALL STEEL BEAM SURFLOOR WOODJOISTS 4•DIAMAXIMUM 216/218 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM 35T FLOOR WALL /—SUBFLOOR WITH Jf DIA BOLTS 048'0.M STAG JOIST LATE STEEL BEAM WITH}'16'ANCHOR BOT GR OUT OUT STRAPPING TO BE ATTACHEDTO WALL STUDS 048° OC AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3•STEEL COLUMN(10 KIPS) FLOORJOISTDEPTH USPNUMBER DESCRIPTION APPLICATION 4'-8° LSTA36 1.1/4°136°i8ga.STRAP INSTALL STUDS ON,ALL OPENINGSK NOTCH JOIST AND ADJUST HEIGHT(WITH A NAILING PLATE IF NEEDED)TO BE APROXk TYPICAL BEAM DETAIL 8'-16• ISTA48 1-1/4'148°169a STRAP INSTALL NO'O.C,AND JACK OR HIGHER THAN STEEL BEAM TO ALLOW STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS FOR KEEP SHRINKAGE(PROVIDE O STAIR RAILING KING STUD ENDWALL RIPPLE STUD 4°DIA MAXIMUM SIDEWALL WOOD101S7 HEADER FLOOR LISP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER 3 TACK STUDS E in ADSS HOLDDOWNANCHOR CONNECTITO i SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR BOLTS m 2ND ADSS HOLDDOWNANCHOR CONNECT TO I SIDE OF ALL CORNERS SPLICED JOISTS OVER HEADER/GIRDER ON BOTH 807 PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION AND TOP PLATES OF SST FL CONNECT JOISTTO RTSO TYDOWN CONNECT TO THROUGH THE FLOORS TO EACH OTHER GIRDER/HEADER ANCHOR EA JOIST LOCATOR USP NUMBER DESCRIPTION APPLICATION GUARD RAILING W/THREADEDROD, ALL OPENINGS LSTA12 1-1/4Y12'20GA STRAP APPLYTOEACH JACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLYTO EACH CRIPPLE STUD WALL STUD METALSTRAP ARM BOARD SILL PLATE(S) DEL SILL PLATE TERMITE SHIELD SILL GASKET FOUNDATION a ANCHOR BOLT EMBEOMENT: POURED CONCRETE 7° GLOCK WALL 1S' WOODJOIS7 STRAPPING TO BE ATTACHED TO WALL STUDS®48• USE WITH 313 SQUARE WASHERS BLOCKING OC AND ALL WINDOW/DOOR OPENING JACK STUDS (USP LBPO5S) P844 POST ANCHOR FLOORJOXSTDEPIH USPNUMBER DESCRIPTION APPLICATION FOUNDATION DIAANCHORBOLT WOOD GIRDER 4•-8' LSTA24 i-V^24.20ga.STRAP INSTALLNO'D.C.AND JACK ANCHOR BOLT CONNECTION SUPPORTING MNOMUMSPACNG CS R Q. STUDS ON ALL OPENNGS SILL PLATE TO FOUNDATION iSTORY (CRAWL SPACE OR FND) 72.00 8°-14• LSTA30 W4Y30'18ga.STRAP INSTALL4'0.D.C.AND JACK PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED j DECK PIER PER PLAN STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 25TORY 36'OC AND OVER OVER BEARING WALLS AND HEADERS. ON0. (CRAWL SPACE OR FND) f 14°-16' LSTA36 41/45c36'iBga.STRAP INSTALL STUDS ON GALL OPENINGS WALL ALL(SLAB ONGATET 1-2 STORY S7.00 P�E F N y YD PIER n � CONG SLAB STEEL COLUMN 4RE.[NFORC.INGBAR LY ? CONC.SLAB R FILL "%P SIGN Py� COMPACTF LL TYP.CONC.END.DAMPPROOF CONC.FOOTING. EXTERIOR EMIL POLY ON EXT. WOOD JOIST APPLICANT: FOUNDERS LANDING BOATYARD, LLC. MR3-STEEL COLUMN ANCHORED TO KEYWAY FOOTING. GIRDER/HEADER ADDRESS: P.O. BOX 2124 24'124'ri2'CONC,FOOTING 4 WOOD JOIST GREENPORT, NY 1 1944 DRAIN TILE UpPORTTE�WITHTTHjEPROPPERRSSTEEELL�CODNNECTUR.GABLE, JOB SITE: 1000 TERKY LANE SET FIR JOISTS APROXL}'HIGHER THAN LVL HEADERS TO SOUTHOLD, NY 1 1971 TYPICAL CONG FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE h REDUCE BUMP OUTS. PREPARED BY: KS REVISED BY: KS WHERE NEEDED FOR STRUCTURAL BRACING. 5CTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING COPP, DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (G3 I)477-1 195 (SHEET I b of 1 2) 01/14/22 RAFTER NEOPRENE GASKET TOP PLATE ROOFIACK WALLSTUD ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM LOCATION USPNUMBER DESCRIPTION APPLICATION 4' RAFTER/PLATE REIS TYDOWN ANCHOR CONNECTTO EACH RAFTER {-{ TO PLATE ROOFIACKS 6,VENTS DETAIL PLATE/WALL SPLH4 STUD PLATE ANCHOR CONNECT OVER PLATES O 1 4• O O O O O TO EACH STUD 198. FASTENER TYPE: SPACING: No.S WOODSCREW BASED 1910.C. O O O O O ANCHOR WITH 21N. EMBEDMENT LENGTH No.10 WOODSCREWS BASED 1610.C. ANCHOR WITH 21N. EMBEDMENT LENGTH O O O O O O k CIA LAGSCREW BASED 1610.C. CHORWITR EMBEDMENT LENGTH. RIDGE CAP OF SAME RAFTER EMBEDMENT MATERIALAS O O O O O \ ROOFING NAILED TO SHEATHING LOP PLATE O THROUGH VENT }'APA RATED SHEATHING 214 OF 62 STUDS WALLrnD GRADE PLYWOOD (ALTERNATWE�•O.SB.) RS fAPA PLYWOOD SHEATHING O O O O WINDOW SILL PRE-MANUFACTURED KEEPSHEATHING RIDGE VENT FOLDS MIN.id/21 FROM LOCATION USPNUMBER DESCRIPTION APPLICATION OONFOR TOOETO PEAK AI ALLOW 4'-G' RTio SO34 1igga CONNECTTO EACH RAFTER O O 00 O O CONFORM TO ELOPE FREE AIR PASSAGE /1 OF ROOF TYDOWNANCHOR FASTENER TYPE: SPACING: 61-121 RT20 21-1/81120ga CONNECTTO EACH RAFTER No.8 WOOD6CREW BASED a'0.G TYDOWN ANCHOR ANCHOR WITH 21N. WP. WINDOW OPENING EMBEDMENTLENGTII ° 2 No.10 WOOD-SCREWS BASED 8'Mr. PANELSPAN EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 2UL EMBrDMENTLENGTH O PDIALAGSCREWBASED 16.Ma 421O O O A ANCHOR WITH 2IN. EMBEDMENT LENGTH. MULTIPLE PLYWOOD ASSEMBLIES(2)214 DFi2 STUDS CONNECTED TOGETHER THROUGH-ROOF EXHAUSTVENTS WITH STAINLESS STEEL OR ^ SELECTED AND LOCATED BY CONTRACTOR GALVANIZED BOLTS / \ W/WASHERS AND NUTS® VENTILATION CHANNELAS REM 2W O.0 RAFTERS MAINTAIN VENTILATION WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL BLOCKING 214 LEDGER LEDGER 214 SOFFIT101ST Nk AS PER SEC 1609.1.2,201S IBC✓.NYS 2017 SUPPLEMENT ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) FASCIA RAFTER WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A GUTTER MINIMUM THICKNESS OFIk AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO CONTIN.SCREENED VENT STORY BUILDINGS.PANELS SHALL BE PRECUTTO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO CONITN.SOFFIT SECTION 16091.4,1609.6E AND TABLE 1609AA OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS S NOT ASUBSTITUTION FOR ATITCSHALL BE FRONDED WITHA EXT.PLYWOOD DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MUST BE CUTTO SIZE MIN.NET FREE VENTILATING AREA AND RFADYTO USE ON ANY NEWWINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER HARDWARE RAFTER SIZE USPNUMBER DESCRIPTION APPLICATION MUST ACCOMPANYSHUTTERS FOR INSTALLATION. NOTLESSTHAN jt5OFTHE AREA ROOFVENTILATION/SOFFITED OF THE SPACE VENTILATED.ALL EAVE DETAIL 216-218 LS26 18ga.SLOPE HANGER APPLYTO EACH RAFTER LEDGER OPENINGS SHALL BE COVERED WITH CORROSION4ESISTANr METAL MESH OPENINGS OF j'IN 2110 LS210 189a.SLOPE HANGER APPLYTO EACH RAFTER/LEDGER DIMENSION. 5 PEE of W yo J. M q� it 0 ' APPLICANT: FOUNDERS LANDING BOATYARD, LLC. _u 057�9y ��\ RIDGE ADDRESS GREEBNPOORTI NY 1 1944 A'QOFEssioNP�. JOB 51TE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS #1000- 4- -1 11971 SCTM: #1000-64-3-I I C05TELLO MARINE CONTRACTING CORP. LOCATION I USPNUMBER I DESCRIPTION I APPLI N DATE: 07/22/22, 06/OE/22 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 ROOF LSTA24 1-1/4-W4.20GA STRAP APPLY OVER RIDGETO EACH RAFTER (63 I)477-1199 05/05/22, 04/14/22, 03/23/22, (SHEET I c of 1 2) 01/14/22 Q1%, Old North Rd a Q < D 9� B(.1, OPo or o 03 25 0 N �a m P o`�,k m c Stea(�e �B D BEIXEDON y� ESTATES; Poo 4 ti 9� as `fo SOUTHOLD y°6 °r^ o m ow Of, yYes��o 4 a.� �9� MORELAND /,odd l',p 25 0 PROJECT LOCATION r^ 4 10 3' 38.289G" N 720 24' 53.5932" W Qa pine NO&Rd d �e x Custer Ave f v �0 3 F o C'd ° Cleary w �' a Ave 91 N a) Anchor Ln o REYDON PROPOSED: RECONSTRUCT PREVIOUSLY EXISTING BUILDINGS #5 (24.5' x 59') AND BUILDING #G (24.5' X 34.5') DESTROYED BY FIRE ON OG/101202 1 . ACCESS: BY LAND THRU APPLICANTS' PROPERTY PEE OF �p,S�• 229 O�'i- F Z APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 �= 1 000 TERRY LANE PREPARED BY: KS REVISED BY: K5 VICINITY MAP �oARo� 0570 JOB SITE:9�� 50UTHOLD, NY 1 1971 ESSION SCTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/1 9/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 05/05/22, 0411 4122, 03/23/22, (G3 I)477-1 199 (SHEET I of 1 2) 01114122 - oQ �• 5 ti w v- i.9 i � c h ADJACENT PROPERTY OWENERS :4 (DFOUNDERS LANDING BOAT �ALLAN GOLDSMITH �DWMD LLC YARD, LLC 4824 5AN CARLO COURT I G30 N. OCEAN AVENUE P.O. BOX 2124 NAPLES, FL 34109 HOLTSVILLE, NY 1 1 742 �N ti GREENPORT, NY 1 1944 (2G20 HOBART ROAD) (1080 TERRY LANE) (2700 HOBART ROAD) (SCTM# 1000-G4-3-9) (SCTM# 1000-G4-3-1 2) (SCTM# 1000-G4-3-10) f f; ®PATRICIA DICARLO OMATILDA SULE IRREVOCABLE ©PETER M. OLLEN TRUST 3 DRIFTWOOD COURT TRUST 75-2G BELL BLVD., APT. 5E �2 SHOREHAM, NY 1178G 32-30 73RD STREET OAKLAND GARDENS, NY 113G4 (1 150 TERRY LANE) EAST ELMHURST, NY 1 1 370 (2845 HOBART ROAD) (SCTM# 1000-G4-3-13) (2745 HOBART ROAD) (SCTM# 1000-G5- 1 -14) 5 © (SCTM# 1000-G4-5-33) 2 h rRo 7 OCHARLES S. ®SOUTHOLD PARK DISTRICT O CONCETTA J05INSKY P.O. BOX 959 3 ® 5 BEN51N DRIVE SOUTHOLD, NY I 1 071 - MELVILLE, NY 1 1 747 (1025 TERRY LANE) • ® (2945 HOBART ROAD) (SCTM# 1000-G5-1 -1 9. 1) Mio?ARW RD �� (SCTM# 1000-G5-1 - 1 5) F rn ti CA1`+F 5 Nf[K LOCATION MAP OF '42�9 DPP * APPLICANT: FOUNDERS LANDING BOATYARD, LLC. o ADDRESS: P.O. BOX 2124 w GREENPORT, NY 1 1944 = JOB SITE: 1 000 TERRY LANE PREPARED BY: KS REVISED BY: KS ,�R�' 05709 SOUTHOLD, NY 1 1971 OFESSIoc1P SCTM: #1000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. DATE: 07122122, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 0 (G3 1)477-1 1 99 (SHEET 2 of 1 2) 011 , 04/14/22, 03/23/22, 1412� ` y U 2 v \2 2AK O FIRM ZONE BOUNDARY LINE A 5GALEH r-tklc'Kun F�Ca{7 INSURANCE \ p RATE MAP / \ H ODAU ROAD r LIMIT OF MODERATE WAVE ACTION ' 11 200.7 G' JOcN D D LK I \ A. - - 2 2 o,�� yob t . AA 210 O O OI O 5H0 O OWN N MAP OF 2 Z U N °FOUNDERS ESTATE5" \ \�� N �'OTHER OLD MAP \�\_ � —'/ \ ` � 7�0 o � o cA \ C10JU O ' TOWN OF 50UTHOLD TO \ LIMIT OF MODERATE I JEANE17E GOLDSMITH 1954 \ WAVE ACTION GRANT OF LAND UNDER WATER 5OUTHOLD RECORDS PAGE 323 �6l P� OF fir YO 1 � U� ;0 r Z O 2��p �0 0570 pR�PIE ssioNP�'� N47008'20"W 200.20' APPLICANT: FOUNDERS LANDING BOATYARD, LC. ADDRESS: P.O. BOX 2124 GREENPORT, NY 1 1944 EXISTING SITE MAP JOB 51TE: 1000 TERRY LANE 50UTHOLD, NY 1 1 97) PREPARED BY: K5 REVISED BY: K5 0 30' 5CTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/10/22, P.O BOX 2124, GREENPORT, N.Y. 1 1544 V,=30' 05/05/22, 04/14/22, 03/23/22, (G3 1)477-1 1 99 (SHEET 3 of 1 2) 01114122 \ FIRM ZONE BOUNDARY LINE A5 \ SCALED FROM FLOOD INSURANCE \\ RATE MAP ————————--— _ -- H OBART ROAD `\ LIMIT OF MODERATE ----_--- WAVE ACTION / 200.7 G 14011E -----L- ,4 PROPOSED DRY WELLS \ ccJ 8'-0"0x3'-O" DEEP \ J 0-0 r \00- S ZONE AE(ELG) ZONE X �-�O ——— 'LNG\NG / (0.2% ANNUAL CHANC 77-11 ZA. \ \\ g\\-� CIO -/,, \0 00\N ISHORELINE AS SHOWN ON MAP OF \ "FOUNDERS ESTATES" 4\ \\ \ O�v O\Z- ��G \ \\ OTHER OLD MAPS \ \ \ 1 2A5 �,��2L O 4- \\ \ �. yj 0 Q Q � 0 �im \\ P\P\N � \\ ` ,L z ju \ \ p z- � 4 I \\ PROPOSED\\ `3j � v :D m 2 \ DRY WELL \ O p \ DEEP \ cn O p, / \ \ I- 2 // It \ \ i A I TOWN OF SOUTHOLD TO `\ ,� `— / LIMIT OF MODERATE JEANETTE GOLDSMITH 1954 \ • N\ WAVE ACTION GRANT Of LAND UNDER WATER + SOUTHOLD RECORDS PAGE 323 I �O� — � F NEW y0 r O i NFO "O 05709h A�OFESSIOW, � i------------- -- ------- --� ROOF ORAINAGE CALCULATIONS N47°0812011W 200.201 TOWN CREEK ROOF AREA WIDTH LENGTH AREA-5F BUILDING 5 24.5 59.0 1,445.5 BUILDING G 24.5 34.5 845.3 RAIN RUNOFF AREA 2"RAIN VOLUME-Cr BUILDING 5 1,445.5 2 240.9 BUILDING G 845.3 2 140.9 BASIN REQ. VOLUME CF/FT DEPTH READ. BUILDING 5 240.9 42.3 5.70 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. BUILDING G 140.9 42.3 3.33 ADDRESS: P.O. BOX 2124 RESULT GREENPORT, NY 1 1944 BUILDING 5 - USE 2 BA51N5-U-0"DIA.BY 3'-0"DEEP SITE PLAN JOB 51TE: 1000 TERRY LANE BUILDING G - USE I BASINS-8'-0"DIA.BY 4'-0"DEEP 50UTMOLD, NY 1 1 071 PREPARED BY: KS REVISED BY: K5 0 30' 5CTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/10/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 V-30' 05/05/22, 04/14/22, 03/23/22, (G31)477-1 199 (SHEET 4 of 12) 01/14/22 20' POURED I O'x2O' POURED CONC. RAMP(G% SLOPE) +G' FLOOR ELEV °a p• py e ' a a ° a. p .e.. —__-------__—__----'• - a y .. .y •' p.. a p.. :.a .y °..' .a.. p � °' '.a� '.n •° a. pp. °�a -+4' FIN. GRADE +:.•':.3:,:;_ . a; , '. °• a' , :. ' a . , . ' • e 9 ° 4' F .. �- •a. G a y •e ;, ..• a ..: IN. GRADE 5� (3) 4'x5' POURED CONC. LANDINGS WITH 4'x5'-9" POURED CONC. MATCHING EX. POURED 1O'x20' POURED CONC ONE STEP OF I I"TREAD AND 8" RISER LANDING W/8" RISER* I I" RAMP(G% SLOPE)) 5'-1 1" TREAD STEP FOUNDATION EAST ELEVATION VIEW +8' FNDT WALL ELEV. FOUNDATION WALL- SEE DETAIL G" POURED CONCRETE SLAB +G' FLOOR ELEV. ON WELL TAMPERED BASE +G' FLOOR ELEV + r. ..�. . ... .... - . GRADE MATCHING EXISTING -r - . . •- 111-III•-III=III=III=III=III=III=III-III-•• �- �• ' � /'- _ - I-IIIJII-III- _4FIN k-jll I=III-III=-III=III= =III—III=1IlaII=III=III-111-1 TAMPERED BASEI I .1111=1 I I�=1 I�—J� — — —' — — — =1 I I-1 t I FOUNDATION SECTION VIEW 29' 3' GO'-G" 4'x 5'1 1" OVERALL PATIO — ———————————— '=-4-------------------- Izg---------.— =--=--=------=—.----a---n-- [\ 4. Q 4 v I Ira d v v �• d .Q a c d v I c 4 dv d nv . a v a v d• d I I v. d I Q cu d d O ' Q'i I v v G" POUfZED CONC. SLAB nv n c i I O v d. cv d I I 4, a v N v Q I I J ' d d J Q Q v ` dl I• d • v d . Cn I I Q v. v d d d v I •'a --=------------ — — --t+-•----------y----------------------�J �'. �— ----------------- --- ----------------------------------I 4'x 5'1 1" OVERALL PATIO 4' x 5'1 1" OVERALL PATIO I 1-01 31 31 1-01 31 54-6 OVERALL PATIO N O APPLICANT: FOUNDERS LANDING BOATYARD, LLC. FOUNDATION PLAN � * ADDRESS: P.O. BOX 2 124 Q GREENPORT, NY 1 1944 0: JOB 51TE: 1000 TERRY LANE PREPARED BY: KS REVISED BY: KS 2 _��" SOUTHOLD, NY 1 1971 C05TELLO MARINE CONTRACTING CORP. 0 10' a Ho 057091 d SCTM: #1000-G4-3-1 I se,o ' DATE: 07/22/22, OG/OG122, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 1"=10' ROFEgSOO 05/05/22, 04/14/22, 03/23/22, (G3 1)477-1 199 (SHEET 5 of 1 2) O1/14/22 ALL GUTTER DOWN SPOUTS DRY WELLS (3) TO DRAIN INTO DRY WELL • 1 BASIN = 8'-0"0 by 4'-0" DEEP FOUNDATION WALL: • 2 BASINS = 8'-0"0 by 3'-0" DEEP •8"THICK POURED CONC. 8" -REINFORCED W/#4 REBAR 12" O.C. BOTH DIRECTIONS VARIES +4' FIN. GRADE +&TOP Of CONC. WALL ELEV. __ __ •4' EXTERIOR EXPOSURE MATCHING EX. GRADE �a •EXTERIOR MUST BE COATED W/ 2 LAYERS OF WATER III-III-1 :: 4"0 PVC INLET W/j=11�- - _—_ :1- RESISTANT TAR I-1II-1I I I% MIN. SLOPE =1I1= �� III-II1=1II +G' FLOOR ELEV. - - -- o00000 (Do 00000 I1=1II—III _ T - .%�— v •6.•�. •••�:.r...+.".. .`y.•{•�!.f+.•,;r'�;•y . s....a•�r ..�lrf'�r�••a':•:••�••' I-1 I I�11-111=111=III=III=111=111�11=i t=s_,;: 0 0 0 0 0 0 I © o o © 0 0 0 0 N 1 j -- • - �'' A III-III-III-III=III-III-III-III-III-III-'y;_:: u:�I=III=III I- TAMPERED FILL 0 0 0 0 0 0 © O © 0 0 0 0 0 0 1=1 -1 11=1 +4' FIN. GRADE } I 1=1 11=1 11=1 I I _° A ° III-III=III- =III=III-III-III-III=III=11I-III- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `::- III—III—III MATCHING EX. GRADE 1=111=111-1 ` I11=1I I—�I11 00 0 0 0 0 0 0 0 0 0 0 0 0 0 r 1=1 -I 11=1 I I El I MI I I :. I i I-1 I 5LAB: :,:::III—I I1=1I1= I—III—I I1=1I 000 0 0 0 O O O O 0 0 0 0 0 ';4I JII-1 I I—I I m - - • G" POURED CONC. 1=III-11 I-III= :' _ =:_III=III=T CONC. DRY WELL PRE CAST LEVEL WITH EXISTING GRADE (+4') _�,;;��;;�� tile: .::T• ._''Y-��:.�`� r��-— 1 I I=III=1 —I- 'w�- — — FRO ON FILLED WELL TEMPERED BASE WRAPPED W/ FILTER CLOTH — — I—I I- .'~Y' ''=' Y` I I I�I I-I + I _FROST LINE _————— _——___ -III=1 =f I M I 1=111-11 I=1 fT�ll-�1 I`=-1 I ICI I 1-11 f=1-1"I I-1 f1=1 I I -- ---- _ REINFORCED W/#4 REBAR 12" =1 11-I I 11=1 11=1I 1=1 I I-I I I-I 11=1 I_I=1 11=1 I I-1 11=1 I I - - =1I1=111=lII-III-III-III-III-1I1=1IlaI1=1I1=III � A T O.C. BOTH DIRECTIONS - =III-III=III= _ - - 1=III=III 21 T SAND SURROUNDING WELL z FOOTING: • 1 2"1 FOOTING W/ KEYWAY DRY WELL INSTALLATION DETAIL • REINFORCED W/#G REBAR •0 4' MUST SIT BELOW FROST LINE V=4' FOUNDATION DETAILS 0 4' 8� 111=4' 241-G" rr �� 21-OW 21-2%" 10' 7'-3" TOP OF CONC. WALL • � -- -- ELEV. +8' a Ld 12'- - -_ - +G' F.F. ELE—V-tik - 5 r 8" COVER .0 "°- -a a •a - a•' •� 4' T ° a a � . : a °'. � a ±4' FIN. GRADE MATCHING EXISITING J 01000 0 0 0 ® o 0 0 0 0 0 0 0�0 =1 I I-1 I-1 11=1 I I-1 I I�11=l INill4'x5'9" POURED CONC.=1 I I-1 Ii- 1 1=1 11„Ia o o0 0 0 0 0 0 0 0 0 0 0 0 00�0 -I I I_I I MI 11=1 11=1-1 I I� I I I I-I 11=1 I I III-, , -II-11I-I II-III-I11=II LANDING W/8 RISER -II1=111=111=1I=1 POURED I Ox20 POURED CONC.=III=111=11I-I I1=1I1=111=1II ORr 0100 0 0 0 0 ® o 0 0 0 0 0 0 0 o ==1 11=1 11=1 11=1 11= M I I-111-1 I i- -I 11=1 11=1 11=1 I-L- I I TREAD STEP =RAMP SLOPE) D i o 0 0 0 0 0 0 0 © © 0 0 0 0 0�0 —I I-1 -III-111 W o , =L-1I11�.1-III-�I-111-1-II L 1 I f=11=_ =_T I-L-1 I I-I I-III=III-J I-1 I I-I IJ-1J-I 11=III=I 11=III=11 I- 01 o 0 0 0 o © O O O O O 0 0 0 0 i 0 - =1 I I=1 I I-III=III=1 I I-I I IE-11=1 I Ia I I-11�11=1 I I-I 11=1 I II-III-I I I�I i-III-i 11=1 11=1 I I-1 I I-1 11- "� 0 10 o o 0 0 0 ® O 0 0 0 0 0 0 010 y�P�E OF NEk,Yo11=1 11=1 11=1I 1=1 I I-III-1 11=III=1 I I=1 = - " FOUNDATION ELEVATION DETAILS APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 DRY WELL DETAIL - TYPICAL o 0 4 GREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE 0 4' 0 05�09y �� 1 _4 SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS A SCTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. 111=4' R�FESSIoN DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. I 1 344 ( 05/05122, 04/14/22, 03/23/22, 63 I)477-1199 (SHEET G of 1 2) 01/14/22 FLOOR PLAN KEY G� DOOR o WALL WINDOW BARN DOOR s/co SMOKE/CO ALARM O A B � FIRE EXTINGUISHER 0 WINDOW TAG 34'-G" BLDG. #G OVERALL 59' BLDG. #5 OVERALL 3'-G" 3'-G" I'-G" Q DOOR TAG 8'-5" G'-8" 7-1 111 1 G'-8" G' 13'-8" G' I G'-8" N N N 20 N N m © 33'-G" o DOUBLE SLIDI N in BARN DOORS p 5/CO °O aom cNV p BLDG. #G = 810.75 5Q.FT. BLDG. #5 13G3 SQ.FT. CD cV N N W�N 55' 20 O N o on C9j O0 � 3° 3° A B 30' 54'-G" I'-G" 93'-G" TOTAL OVERALL P F O y�P�E W Y �PsJ.M �; * APPLICANT: FOUNDERS LANDING BOATYARD, LLC. z , 0 ADDRE55: P.O. BOX 2124 c�u GREENPORT, NY 1 1944 FLOOR PLAN No og5 �\_`" JOB 51TE: 1000 TERRY LANE PREPARED BY: K5 REVISED BY: K5 0 10, DA 057 �� SOUTHOLD, NY 1 1971 COSTELLO MARINE CONTRACTING CORP. R°Ffsslot% SCTM: #1000-G4-3-1 I 1"=10, DATE: 07/22/22, OG/OG/22, 05/19/22, P.O BOX 2124, GREENPORT, N.Y. 1 1944 (631)477-I 199 (SHEET 7 of 12) 05/05/22, 04/14/22, 03/23/22, 01/14/22 ------------------------------------------------- raD -------------------- I`. 1 BLDG. #G = 810.75 SQ.FT. i sico r f i r ', i sico BLDG. #5 = 13G3 SQ.FT. r r r - r 3 "dbI o(lo(Mo(Io(M1 1 1 r , 1 , I j 5 `` ----------------------------------------------------------------------------------------------------------------------------------.-------------------_ - ELECTRICAL KEY ELECTRICAL NOTES d" 110 VOLT GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET 1 . ALL OUTLETS TO BE ON GFI CIRCUIT AND MUST BE ELEVATION + 10' dl GI 110 VOLT WATERPROOF GFI DUPLEX OUTLET 2. ALL INTERIOR OUTLETS SPACED 4'APART C=7 LED LIGHT 3. ALL EXTERIOR OUTLETS TO BE ON GFI CIRCUIT AND WATERPROOF $ SINGLE POLE SWITCH 4. ALL INTERIOR LIGHTING MUST BE LED, CENTERED ON ROOM AND SPACED EQUALLY THREE-WAY SWITCH 5. ALL EXTERIOR LIGHTING MUST BE DARK 5KY COMPLIANT CIRCUIT BREAKER PANEL G. VERIFY ALL ELECTRICAL LOCATIONS W/OWNER WALL MOUNTED LIGHT ELECTRIC METER sJco SMOKE/CO ALARM 0 NEIV �P y APPLICANT: FOUNDERS LANDING BOATYARD, LLC. PROPOSED ELECTRIC PLAN p ADDRESS: P.O. BOX 2 124 0 10, GREENPORT, NY 1 1944 5 `= JOB 51TE: 1000 TERRY LANE 1"=10, ° 05709 ��' 50UTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS ESSIONP SCTM: #1000-G4-3-1 I C05TELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/15/22, P.O BOX 2124, GREENPOKT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (G3 1)477-1 190 (SHEET 8 of 1 2) OI114122 RIDGE RIDGE LINE - TOP OF I ROOF EL. +25.91' RIDGE RIDGE LINE -TOP OF METAL PANEL ROOF ROOF EL. +22.9 P W/VENTED RIDGE METAL PANEL ROOF I ICE SHIELD W/VENTED RIDGE UNDERLAY REQUIRED 6� -24" FROM EDGES 12 ICE SHIELD UNDERLAY SCISSOR FRAMING 41 ALUMINUM REQUIRED-24" FROM • (2) 2"x 10" RIDGE GUTTERS 6p EDGES 2"x5" RAFTERS 24" O.C. I I"x8" FASCIA BOARD ALUMINUM GUTTERS • 2"x4" BRACE 24" O.C. INLINE SCISSOR FRAMING 4 2 W/ RAFTERS I"x 12" SOFFIT WITH VENT Eo • (2) 2"x 10" RIDGE `° I"x8" FASCIA BOARD N • 2x4 COLLAR TIES WALLS • 2"x8" RAFTERS 24" O.C. m • 2"x4" OUTSIDE HANGERS • 2"xG"STUDS • 2"x4" BRACE 24" O.C. INLINE WALLS I"x 12" SOFFIT WITH VENT • 2"xG" CENTER HANGER- UP a 16" O.C. TYP. 3/4' BOARD * BATTEN W/ RAFTERS I • 2"xG" STUDS — TO RAFT RIDGE • 4"xG" BOTTOM PLATE HARDIE BOARD CEMENT m • 2"x4" COLLAR TIES • I G" O,C. TYP. 3/4' BOARD * BATTEN HARDIE • FULL DEPTH BATTS I • 2"xG" DOUBLE TOP SIDING • 2"x4" OUTSIDE HANGERS • 4"xG" BOTTOM PLATE BOARD CEMENT SIDING • %" GYPSUM BOARD TYPE X PLATE • 2"xG" CENTER HANGER- UP • 2"xG" DOUBLE TOP /�� MIN. PLYWOOD • SEE DETAIL FOR HARDWARE • FULL DEPTH BATTS /�� MIN. PLYWOOD • FULL DEPTH BAITS • FULL DEPTH BAITS T RAFT RIDGE PLATE SHEATHING WITH VAPOR • TYPE SUM BOARD SHEATHING WITH VAPOR • %" GYPSUM BOARD TYPE X I • 5/a BARRIER PROVIDE 8d X BARRIER PROVIDE 8d" GYPSUM BOARD COMMON NAILS @ 4' COMMON NAILS @ 4' I • SEE DETAIL FOR HARDWARE TYPE X O.C. AT EXTERIOR ENDS I O.C. AT EXTERIOR ENDS I. :II,.I,�IT.•.�cF?: ^.._.., ..a.....;%1.:c..\: :� �...i....:v ...v.�..v-_:... i, %.:.....,.•ctxi,.i.J•4 .:T —II hr' — iif+f ~r l,ly�`�.:•l.—...d rY}wr`'r•-.r.�....ti....'.'•'.Ki?..:mod.'.r n.:�w+r.r.r.:•a,i%r_S•. ::rS:a';., �c.:":.a�..',S...r•r`:!:-:?,�...y„r;C,.:;.'�•xMar•;h•or,...�,:;,.)Yt..f 4^.'..ry.^.•x:.!:::::I'I''It4.IFbIr ,I:'i's.If•'I—•/'(I {{ FIN. GRADE MATCHES FIN GRADE MATCHES O EXISTING +4'0 EXISTING +4' I III JII I 4 POUREDCONC. 91_II—II-1=I S FLOOR EL. + FLOOR EL. +G4" POURED CONC. 1 � p FOUNDATION WALL FOUNDATION WALL u- — I I_- SEE DETAILS I - SEE DETAILS FS�dJ Fi 24'-0" 24'-G" BUILDING #5 SECTION VIEW BUILDING #G SECTION VIEW 0 5' 0 5' 1„=51 2"x4" COLLAR TIES �„=5, �GE 2"x4" OUTER HANGER 2"x4" OUTER HANGER 2"x8" RAFTER 2-4- CARRIAGE BOLTS TOP VIEW I-Y4- CARRIAGE BOLTS GALV. W/ FENDER WASHER GALV. W/ FENDER WASHER 2"xG" CENTER HANGER �tk Nfh�Y 2"x4" BRACE �Q,S J A� 0------------ 'p,P 2"x4" OUTER HANGER BOTTOM VIEW 2"x4" OUTER HANGER APPLICANT: FOUNDERS LANDING BOATYARD, LLC. z O ADDRESS: P.O. BOX 2124 �� GREENPORT, NY 1 1944 5C155OR FRAMING DETAIL g �= JOB SITE: 1000 TERRY LANE 0 5' p � � �09 �� SOUTHOLD, NY 11971 PREPARED BY: KS REVISED BY: KS R�FESs�ONP�' SCTM: #I UTHOL I I COSTELLO MARINE CONTRACTING CORD, 1"=5' DATE: 07/22/22, OG/OG/22, 05/1 5/22, P.O BOX 2124, GREENPOKT, N.Y. 1 1944 05/05/22, 04/14/22, 03/23/22, (G3 I)477-1 199 (SHEET 9 of 1 2) 01/14/22 METAL PANEL ROOF W/VENTED RIDGE i ALL GUTTERS TIE INTO - DRY WELLS - SEE DETAIL � on IPA I LLI I 3/4' BOARD BATTEN HARDIE BOARD CEMENT SIDING BUILDING #5 BUILDING #G WEST ELEVATION WEST ELEVATION METAL PANEL ROOF W/VENTED RIDGE 11111111111111111111111 Hill a0 CQ ti ALL GUTTERS TIE INTO N DRY WELLS - SEE DETAIL %" BOARD * BATTEN HARDIE BOARD CEMENT SIDING BUILDING #G BUILDING #5 OF Ey,y EAST ELEVATION EAST ELEVATION APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 1 O GREENPORT, NY 1 1944 JOB SITE: 1000 TERRY LANE � PREPARED BY: KS REVISED BY: KS 0 10' � SOUTHOLD, NY 11971 O o. 05 9 co SCTM: #1000-64-3-I I COSTELLO MARINE CONTRACTING CORP. V=10' 'ORo PN,`�� DATE: 07/22/22, OG/OG122, 05/19/22, P.O BOX 2124, GREENPOKT, N.Y. 1 1944 FESSION 05/05/22, 04/14/22, 03/23/22, (G3 1)477-1 135 (SHEET 10 of 1 2) OI/14/22 RIDGE VENT GABLE VENT CUSTOM I O'x 1 2'-7" CARRIAGE SWING DOORS d6 12 � I Fv- D ° D ° .° ° e v e. d' • > e BUILDING #G SOUTH ELEVATION RIDGE VENTS GABLE VENTS, CUSTOM I Ox9'-7" CARRIAGE SWING DOORS dG i 12 FMI D D n a •.ed a •Q a • ,. a o: ° E OF NEW J.Mq A� BUILDING #5 r NORTH ELEVATION O n � 2 �_`" APPLICANT: FOUNDERS LANDING BOATYARD, LLC. CFO 0. 05109 05109 ADDRESS: P.O. BOX 2124 AROFESSIONP�'� GREENPORT, NY 1 1944 JOB 51TE: 1000 TERRY LANE SOUTHOLD, NY 1 1971 PREPARED BY: K5 REVISED BY: K5 5. SCTM: #1000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. DATE: 07/22/22, OG/OG/22, 05/1 9/22, P.O BOX 2124, GREENPOKT, N.Y. 1 1 944 05/05/22, 04/14/22, 03/23/22, (G3 I) 77-1 199 (SHEET I I of 1 2) 01114122 �y u DESCRIPTION OF OPERATION : OUR FLOOD BARRIER DOOR DAMS CAN BE ADJUSTED TO FIT MOST DOOR WAYS, IF YOU TO INSTALL AN EXTENSION POLE: WISH TO PROTECT A LARGER ENTRANCE SUCH AS A GARAGE OR PATIO DOORS YOU WILL THE PRODUCT CONSISTS OF A CENTER PIECE, AND TWO WINGS. THE REQUIRE TO INSTALL ONE OR MORE EXTENSION POLES (DEPENDING ON THE SIZE OF YOUR • CORE A HOLE 55 MM (2. 1") THICK X I GO MM (G.3"), WINGS SLIDE IN AND OUT OF THE CENTER PIECE, ALLOWING THE OPENING). IF YOU ARE UNSURE HOW MANY BARRIERS AND EXTENSION POLES YOU REQUIRE • A METAL ROD IS SECURED INTO THIS HOLE AND COMES PANEL'S WIDTH TO BE ADJUSTED TO FIT A RANGE OF DOOR OPENINGS. TO SECURE YOUR HOME PLEASE REACH OUT TO US AND WE WILL GLADLY ASSIST YOU FLUSH WITH THE GROUND. THE WINGS ARE LINKED TOGETHER BY A SCREW MECHANISM. THE • THE EXTENSION POLE CAN THEN CLIPPED INTO PLACE IN MOVEMENT OF THE WINGS IS CONTROLLED BY A RATCHET HANDLE. FLOOD BARRIERS EXTEND FROM 780 MM - 1100 MM. (30.7" - 43.3") SECONDS. THE BARRIER HEIGHT IS 720 MM (28.3") DIRECTION OF MOVEMENT OF THE WINGS IS CONTROLLED BY A IF YOUR ENTRANCE IS LARGER THAN 1100 MM YOU WILL REQUIRE TO INSTALL AN REVERSE BUTTON ON THE RATCHET HANDLE. SEALING OF THE DOOR EXTENSION POLE TO CONNECT MULTIPLE BARRIERS. OPENING IS MAINTAINED BY A PATENTED, INFLATABLE RUBBER TUBE ARRANGEMENT, THAT SURROUNDS THE EXTENDED FRAME. WHEN THE EACH BARRIER COMES WITH AN INFLATABLE SEAL INSTALLED, AND ONE SPARE. PANEL IS HELD IN POSITION BY THE EXTENDED WINGS, THE TUBE IS INFLATED BY A MANUALLY OPERATED, BUILT-IN, AIR PUMP. THE AIR SYSTEM HAS A BUILT-IN AIR PRESSURE GAUGE. z 0 5 P E C I F I C AT I O N S• DRAW NG FOR REFERENCE ONLY W U z w az w • MAIN BODY: ABS2 100 — GR10 GLASS FIBRE REINFORCEMENT w "DRAWING FOR REFERENCE ONLY oL • INNER MOULDINGS: POM M90-44 POLYACETAL • REINFORCEMENT: STAINLESS STEEL 304 0 �3'-4" 3'-4"� • GEAR SYSTEM: BRASS o U • COMPRESSION SEAL: EPDM 40-50 SHORE A • INFLATABLE SEAL: (PATENTED) UCT ENERGY ••• PROD)MANUALLY GENE MANUALLY (GEARED) LEVERAGE, FOR EXTENDING PANEL WIDTH. - e •• B) MANUALLY GENERATED AIR PRESSURE, TO INFLATE RUBBER SEAL. 1"=4' 1"=6' 1"=10' EXTENSION POLE INSTALLATION NOTES l ENTRY WAYS PROTECTED ENTRY WAYS PROTECTED I . FOLLOW INSTALLATION INSTRUCTIONS FROM MANUFACTURER. ) —�'�� BY DAM EASY FLOOD GATES BY DAM EASY FLOOD GATES 2. VERIFY WITH OWNER PRIOR TO INSTALLATION 3. SEAL HOLE FOR POLE EXTENSION WITH POLYESTER RESIN �P OF NEB,Y �o�PS M 9 APPLICANT: FOUNDERS LANDING BOATYARD, LLC. ADDRESS: P.O. BOX 2124 0 10, t p GREENPORT, NY 1 1944 W JOB SITE: 1 000 TERRY LANE r"=10' SOUTHOLD, NY 1 1971 PREPARED BY: KS REVISED BY: KS `pc SCTM: #1000-G4-3-1 I COSTELLO MARINE CONTRACTING CORP. �1=LOOD PROTECTION SPECI fICATIONS O o 05� DATE: P.O BOX 2124, GREENPORT, N.Y. I 1944 �O�pp��S1 p�. 07/22/22, OG/OG/22, 05/19/22, 05/05122, 04114122, 03/23/22, (G3 I)477-1199 (SHEET 12 of 12) 01/14/22