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HomeMy WebLinkAbout45407-Z aoF Solo/ Town of Southold * * P.O. Box 1179 • a� 53095 Main Rd °��couNTr N� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47088 Date: 05/26/2026 THIS CERTIFIES that the building ALTERATION Location of Property: 735 Waterview Dr Southold. NY 11971 S ecB lock/Lot: 78.-7-11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/05/2020 Pursuant to which Building Permit No. 45407 and dated: 11/05/2020 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: Interior alterations to an existing single-family dwelling as applied for. The certificate is issued to: Indy&Luca LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 45407 5/21/2026 PLUMBERS CERTIFICATION: All Points East Plumbing & Heating 12/24/2020 ut o ' ed Signature TOWN OF SOUTHOLD �� g�FF01 �oGyi BUILDING DEPARTMENT TOWN CLERK'S OFFICE v�i x oy�o �ao � 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#: 45407 Date: 11/5/2020 Permission is hereby granted to: Indy & Luca LLC 140 W 22nd St#713 New York, NY 10011 To: Construct interior alterations to existing single-family dwelling as applied for with flood permit. Replaces BP#41238 At premises located at: 735 Waterview Dr SCTM #473889 Sec/Block/Lot# 78.-7-11 Pursuant to application dated 11/5/2020 and approved by the Building Inspector. To expire on 5/7/2022. Fees: PERMIT RENEWAL $241.40 Total: $241.40 uilding Inspector SOF04 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41238 Date: 12/20/2016 Permission is hereby granted to: Indy & Luca LLC 140 W 22nd St., #7D New York, NY 10011 To: construct interior alterations to existing single-family dwelling as applied for with flood permit. At premises located at: 735 Waterview Dr, Southold SCTM # 473889 Sec/Block/Lot# 78.-7-11 Pursuant to application dated 12/15/2016 and approved by the Building Inspector. To expire on 6/21/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $332.80 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $482.80 41 0�il pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 ' Date. /off- a�`/�o New Construction: Old or Pre-existing Building: V (check one) Location of Property: 7�S �t/�- ��'w 8 r Scud House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section R Block Lot / Subdivision C� Filed Map. Lot: Permit No. �— �JD Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature O��OF SOUIy�I � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y P.O.Box 1179 Southold,New York 11971-0959 Oli`C�UIY N I� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Indy & Luca LLC Address: 735 Waterview Dr city: Southold St: NY zip: 11971 Building Permit#: 45407 Section: 78 Block: 7 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzaninel IGarage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 30 Ceiling Fixtures 4 Smoke Detectors 2 Pump Service 3 ph Hot Water Gas GFCI Recpt 13 .Wall Fixtures 5 CO Detectors Heater Main Panel 200 A/C Condenser 1 Single Recpt RecessdFixtures 41 Combo Smoke/CO 3 Transformer Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights 8' Fridge 1 AutoCover ARC Blower Heads Switches 38 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 3 Hood 1 Dehumidifier Other Equipment: 200A Panel 40 Circuit/24 Used Notes: One Story House U � Inspector Signature: — Date: 5/21/26 i �o f Town Hall Annex W Telephone(631)765,1802 54375 Main Road" Fax(631)765-9502 P.O.Box 1179 � �. Southold,NY 1]971-0959 'QQ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERT1 FXCCAT1._0 v j! 2 2 2021 Rate; -2-0 Building Pern►it No, q �jO7 1 k+O p wner; c.�. +n -�-.�, P.+�n (Pleaso print) Plumber,IN Qd+�Cast e6,�,���-e �Ple�e pxutlt) .1 certify that the solder used in the waxer supply systcr><tC contains less than 2/10 of 1% lead. 4- 14m--bersSianature) Sworn to before me this 2� day of��� 2Q 20_ Notary Public, �y� �i� CIDUnaly SUSAN A.RIZZO Notary Public,State of New York . No.01 R16183459 Qualified in Suffolk County Commission Expires March 17,20,W ,;V.y 4 O��Of SOplyol � o H O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] OUNDATION 2ND [ INSULATION [ (FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: rA+m` ®V- $4rTpi © I_ vi OK / DATE INSPECTOR SO(/Tyolo i V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A DATE f INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU H PLBG. [: ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 1 .. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: to ✓� C�J�f 09% �PrV DATE II INSPECTOR �O�aOF SOUly�lo ) 4 6 7 v ez ` -— �`�l V ` fli"�f # TOWN O SOUTHOL BUILDI G DEPT. ���y�OUNfI,��io 631-765-1802 INSPECTION [ .] FOUNDATION 1 ST/ REBAR [ ] 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: V. DATEA21YINSPECTOR ,J pE SOUIHpIo J lJ _7 — - — —7 fz S n 11 l # TOWN OF SOUTHOLD BUILDING DEPT. I-Coorm,N�`' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: Nf L7 DATE INSPECTOR pf SOUTyo ma's -7 -35 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ RE13AR [ ] ROUGH PLSG. [ ] 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: 0 AJ C 4-V /17-11 T-FFZ47� Q� elo WOW w DATE �-P INSPECTOR ` National Flood Insurance Program Eleva io JUN 2 4 2024 Bulld;ng Department To of S®uthold Certi ica e f .NEW t and Instructions 2022 EDITION FEMA L } U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency,500 C Street SW,Washington, DC 20742, Paperwork Reduction Project(1660-0008). NOTE:Do not send your completed form to this address. PRIVACY ACT STATEMENT Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s):This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program (NFIP)floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas.This form may also be used as an optional tool for a Letter of Map Amendment(LOMA),Conditional LOMA(CLOMA), Letter of Map Revision Based on Fill(LOMR-F), or Conditional LOMR-F(CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974, as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003—National Flood Insurance Program Files System of Records Notice 79 Fed. Reg.28747(May 19,2014)and upon written request,written consent, by agreement, or as required by law. Disclosure:The disclosure of information on this form is voluntary; however,failure to provide the information requested may impact the flood insurance premium through the NFIP. Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE . The Elevation Certificate is an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F, or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post-Flood Insurance Rate Map(FIRM)buildings, which are buildings constructed after publication of the FIRM, located in flood ZonesA1—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.1660-0008 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: Indy& Luca, 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: 735 Waterview Drive City: Southold State: NY ZIP Code: 11971 A3. Property Description(e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-78-07-11 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.): RESIDENTIAL A5. Latitude/Longitude: Lat.N 41 dg 2' 35" Long.W-72dg 25'29" 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: 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,597.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ®Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: 4 Engineered flood openings: d) Total net open area of non-engineered flood openings in A8.c: 524.00 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 B=FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.a. NFIP Community Name:Town of Southold B1.b. NFIP Community Identification Number: 360813 B2. County Name:Suffolk B3. State: NY B4. Map/Panel No.: 0156 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: 1311. 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 a it 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 735 Waterview Drive 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,VI—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: NAVD 1988 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): 4.50 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 7.00 ® 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): 5.50 ® feet ❑ meters f) Lowest Adjacent Grade(LAG) next to building: ❑ Natural ❑ Finished 5.00 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ❑ Finished 5.50 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 5.00 ® 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. /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 OP& Title: Land Suveyor5 Rp P Company Name:Young &Associates Land Surveying, Engineering and Geology, PLLC ^ �0 O +� Address: 400 Ostrander Avenue City: Riverhead m J State: NY ZIP Code: 11901 �' < Fop Signature: Date: 05/28/2024 8 s 3 Telephone: (631) 727-2303 Ex.: Email: ®S�aI � 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): Outside AL EL= 5.5 Hot Water Heater Inside EL= 11.6 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 735 Waterview Drive 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 E1—E5. For Items El—E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. E1. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. 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, B, 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 x 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 735 Waterview Drive 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 � 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 735 Waterview Drive Policy Number: City: Southold State: NY ZIP Code: 11971 Company NAIL 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,113,3,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 735 Waterview Drive 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 town ho uses/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. t n Photo One Photo One Caption: front left Clear Photo One y 41 Photo Two Photo Two Caption: front right Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 735 Waterview Drive 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. x Mt -- F z 1 11 Southold Photo Three Photo Three Caption: front Clear Photo Three txa Photo Four Photo Four Caption: rear 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 A7.To the extent possible,these photographs should show the entire building including foundation. In addition, when applicable, provide a photograph of the foundation showing a representative example of the flood openings or vents.All photographs must be in color and measure at least 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 A8.a. Provide the square footage of the crawlspace or enclosure(s)below the lowest elevated floor of an elevated building with or without permanent flood openings.Take the measurement from the outside of the crawlspace or enclosure(s). Examples of elevated buildings constructed with crawlspace and enclosure(s)are shown in Diagrams 6-9 on pages 18-19. Diagram 2A, 213,4, or 9 should be used for a building constructed with a crawlspace floor that is below the exterior grade on all sides. If there is no crawlspace or enclosure, enter"N/A"for Items A8.a-f. Item A8.b. Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of each enclosed area identified in A8.a.A permanent flood opening is a flood vent or other opening that allows the free passage of water automatically in both directions without human intervention. If the crawlspace or enclosure(s)have no permanent flood openings, or if none of the openings are within 1.0 foot above adjacent grade,enter"0"(zero) in Item A8.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 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 A8.d.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 of A8.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 either A8.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 ItemsA9.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 eitherA9.d orA9.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 62; and the FIRM index date for the community identified in B1.a, in Item B6. Enter information from the actual FIRM panel that shows the building location, even if it is the FIRM for the previous jurisdiction, in Items B4, B5, B7, B8, and B9. If the map in effect at the time of the building's construction was other than the current FIRM, and you have the past map information pertaining to the building, provide the information in the Comments area of Section D. Note: Indicate in the Comments area of Section D if using information based on best available data,such as base-level engineering or advisory flood hazard data(contact the local floodplain management official to confirm). FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 10 of 19 SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION (Continued) Items 131.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-program-community-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 133.State. Enter the two-letter state abbreviation(for example,VA,TX, CA). Items B4-135.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 136.FIRM Index Date. Enter the effective date or the map revised date shown on the FIRM Index. Item 137.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.gov or contacting the local floodplain management official. If the area where the building is located was revised by a LOMR, include the LOMR effective date and the LOMR case number in the comments area of Section D. Item 138. Flood Zone(s). Enter the flood zone,or flood zones, in which the building is located.All flood zones containing the letter"A"or W" 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 69.Base Flood Elevation(s)(BFE). Using the appropriate Flood Insurance Study(FIS)Profile, FIS Data Table(e.g.Transect, Floodway, etc.), or FIRM panel, locate the property and enter the BFE(or base flood depth)of the building site to the nearest tenth of a foot(nearest tenth of a meter, in Puerto Rico). If the building is located in more than one flood zone in Item B8, list all appropriate BFEs in Item B9. BFEs are shown in the FIS or on a FIRM for Zones Al—A30,AE,AH,V1—V30,VE,AR,AR/A,AR/AE,AR/A1—A30, and AR/AH;base flood depths are shown for Zones AO and AR/AO. Use the AR BFE(or base flood depth) if the building is located in any of these zones: AR/A,AR/ AE,AR/A1—A30,AR/AH,or AR/AO. In A or V zones where BFEs are not provided in the FIS or on the FIRM, BFEs may be available from another source. For example,the community may have established BFEs or obtained BFE data from other sources(e.g., Base Level Engineering)for the building site. For subdivisions and other developments of more than 50 lots or 5 acres in Zone A, establishment of BFEs is required by the community's floodplain management ordinance. If a BFE is obtained from another source,enter the BFE in Item B9.The BFE entered in Item B9 must be based on hydrologic and hydraulic analyses. In an A Zone where BFEs are not obtained from another source, enter N/A in Item B9 and complete Section E. Item 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 1311. 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.fws.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-insurance-program/coasta I-ba rrier-resources-system. Item 1313.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, orA99. 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 C2.f. 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.c C2.0 GRADE ADIACEN{:;'; GRA4E .. .f.... . 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 139/1310; 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 El—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 El—E4 to the nearest tenth of a foot(nearest tenth of a meter, in Puerto Rico). Items E1.a and b. Enter in Item E1.a the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram, Item A7)above or below the natural HAG. Enter in Item E1.b the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram, Item A7)above or below the natural LAG. For buildings in Zone AO,the community's floodplain management ordinance requires the lowest floor of the building be elevated above the HAG at least as high as the base flood depth on the FIRM. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 13 of 19 SECTION E-BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT 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 ME 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 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, 2B,4,and 6-9 shown on pages 17-19,enter in Item H1.b the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico)of the top of the next higher floor or elevated floor(as indicated in the selected Building Diagram, Item A7) above the LAG. Refer to the arrows on the Foundation Type Diagrams on page 16 that indicate which floor to use to determine the height for Item H1.b. Note:The LAG is the lowest point of the ground level immediately next to a building. Item H2.Indicate"Yes"if all of the following M&E servicing the building, inside or outside the building, are elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16: central air conditioner(including exterior compressor), furnace, heat pump(including exterior compressor),water heater, and elevator M&E. For contents-only insurance coverage, all of the following appliances will need to be elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams below: clothes washers and dryers and food freezers. Note: For both building and contents coverage, all of the M&E and appliances listed above must be elevated per the Foundation Type Diagrams on page 16 to be considered for the M&E mitigation discount. Indicate"No"if any of the M&E listed above is not elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16. The diagrams on the following page illustrate the six NFIP Foundation Type Diagrams. Each foundation type corresponds with one or more of the eleven Building Diagrams shown at the end of this Elevation Certificate.The arrows on the diagrams indicate which floor to use to determine H1.a and H1.b The arrows marked as H2 show the minimum elevation required to be eligible for the M&E mitigation discount. SECTION I—PROPERTY OWNER(OR OWNER'S AUTHORIZED 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 G2.15 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 1. Foundation Type Diagrams(for use in Section H): Slab on Grade(Non-Elevated) Elevated without Enclosure on Posts,Plies,or Piers Corresponds to EC Corresponds to EC H2 Diagrams 1A, 1B _ Diagram 5 and 3 H1.a -- -------- H1.a Note:If the building has more than one floor,the Machinery and &H2 Equipment should be on the second floor or higher. Basement(Non-Elevated) Elevated with Enclosure on Posts,Piles,or Piers Corresponds to EC "�' Corresponds to EC r Diagrams 2A,2B % Diagram 6 and 4 ~ - — - ---� y H1.b -- t H1.b &H2 H1.a _ &H2 Crawispace(Elevated,including Non-Elevated Elevated with Enclosure Not on Posts,Piles,or Sub-Grade Crawispace) Piers(Solid Foundation Walls) Corresponds to EC Corresponds to EC Diagrams 8 and 9 Diagram 7 ®iAnH1.a HI b ® Ni fij H1.b &H2 &H2 H1.a FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 16 of 19 BUILDING DIAGRAMS The following diagrams illustrate various types of buildings. Compare the features of the building being certified with the features shown in the diagrams and select the diagram most applicable. Enter the diagram number in Item A7,the square footage of crawlspace or enclosure(s)and the area of flood openings as indicated in Items A8.a—f,the square footage of attached garage and the area of flood openings as indicated in Items A9.a—f, and the elevations in Items C2.a—h. In A, B, C,X and D zones, the floor elevation is taken at the top finished surface of the floor indicated; in V zones, areas seaward of the 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 1A: DIAGRAM 1B: 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 i NEXT HIGHER i FLOOR , FLOOR , GRADE BOTTOM FLOOR GRADE BOTTOM FLOOR s' i9_ ewstirig'graBe) .. •'existiiig"'grad"e: .... .... .............. .............. ............. DIAGRAM 2A: DIAGRAM 2B: 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 all sides.* C2.a , C2.b C2.a NEXT HIGHER C2.b NEXT HIGHER FLOOR GRADE FLOOR GRADE ` BOTTOM FLOOR \�1 BASEMENT -- -- -- ------------ BOTTOM FLOOR -: BASEMENT -77 i'r�'i "" AteRnlll;9d;ta','.'•:i i.;::::%.: ..-r..•::...:-;:'�Cfj:y'�:i: -... ode.. od.by 'eXisting'grade)... ... ............:.::...: ....:::�.::.........:.:..: C2.f—h ..exiskt?38rade} *A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office, garage,workshop,etc. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 17 of 19 BUILDING DIAGRAMS DIAGRAM 3: DIAGRAM 4: All split-level buildings that are slab-on-grade,either All split-level buildings(other than slab-on-grade),either detached or row type(e.g.,townhouses);with or without detached or row type(e.g.,townhouses);with or without attached garage. attached garage. Distinguishing Feature—The bottom floor(excluding garage) Distinguishing Feature—The bottom floor(basement or is at or above ground level(grade)on at least one side.* underground garage)is below ground level(grade)on all sides.* C2.a C2.kBOTTOM C2.b ' C2.b ' ' HIGHER L FLOORS ' ' GRADE NEXT HIGHER NEXT HIGHER GRADE B FLOOR BA EMENTOR FLOOR :t 2fRt ty C2.f—h ::.... exisfin rode exsting grade)"• 9 9 ) 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 ' i FLOOR r C2.a i NEXT HIGHER FLOOR C2.a C2.b ELEVATED ELEVATED FLOOR FLOOR GRADE A8.a—c GRADE EN OSURE Determine endosure size& openings,it any. determineii`ti' _ ( Y poi V zories` 'dstemn'6'd:5" `;a;(;;`' s .:. C2.f—h' existing grade) C2.0 j and other R n existing grade] C2.c` (�d otheries end 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 1 �' J BUILDING DIAGRAMS DIAGRAM 7: DIAGRAM 8: All buildings elevated on full-story foundation walls with a All buildings elevated on a crawlspace with the floor of the partially or fully enclosed area below the elevated floor. crawlspace at or above grade on at least one side,with or This includes walkout levels,where at least one side is at or without an attached garage. above grade.The principal use of this building is located in Distinguishing Feature—For all zones,the area below the first the elevated floors of the building. floor is enclosed by solid or partial perimeter walls. In all A Distinguishing Feature—For all zones,the area below the zones,the crawlspace is with or without openings**present in elevated floor is enclosed,either partially or fully. In A Zones, the the walls of the crawlspace. Indicate information about partially or fully enclosed area below the elevated floor is with or crawlspace size and openings in Section A -Property without openings**present in the walls of the enclosure. Indicate Information. (If the distance from the crawlspace floor to the top information about enclosure size and openings in Section A - of the next higher floor is more than 5 feet, use Diagram 7.) Property Information. C2.a ' ' C2.a C2.b NExT HIGHER GRADE NEXT HIGHER FLOOR FLOOR GRADE C2.f C2.g C2.f WALKOUT LEVEL C2'g CRAWLSPACE (ENCLOSURE) 0 77 A8.b—c AB.a A8.b—c A8.a OPENINGS•• OPENING" OPENINGS* 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 AB.b c A8.a :. .. OPENINGS' * A floor that is below ground level(grade)on all sides is considered abasement even if the floor is used for living purposes,or as an office,garage, workshop,etc. **An"opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIR a minimum of two openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than one square inch for every square foot of area enclosed,excluding any bars,louvers,or other covers of the opening.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 I. FIELD INSPECTION REPORT DATE COMMENTS ON FOUNDATION(IST) ------------------------------------ C 'FOUNDATION (2ND) �P Z y I re o K QKV iKaV4& Vwt �I ° ✓ V, ROUGH FRAMING& PLUMBING VT SVI 'on/ p Y Q INSULATION PER N.Y. -3 STATE ENERGY CODE FINAL K ADDITIONAL COMMENTS a -DA r ee� - D rerw q 7a -a�- a dZI WJL z x H x C N TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 1A ,20 Single&Separate Storm-Water Assessment Form Contact: Approved U ,20� Mail to: a- Disapproved a/c- Phone: Expiration ,20 :[� D Bui i g spe t'or [EC[2DV[2 DDAPPLICATION FOR BUILDING PERMIT DEC 1 5 2016 1 � Date Z C• ' , 20 BUILDING DELI'. INSTRUCTIONS T®ai9Ap�QWWT be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, g ner=contractor,;ectrician, plumber or builder Name of owner of premises a ��*-/14ti� rn (4,--v� Lw G4 L-Z-C. (As on the tax roll or latest dee If applicant VCI1-r-0 poration ignature of duly authorized officer c►- (Name and title of cor orate officer) Builders License No. z-1 go 7- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section �� Block Lot j rI Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear .. Depth Height Number of Stories? ; 8. Dimensions of entire new construction: Front Rear ° 1 Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO I/Will excess fill be removed from premises?YES NO 14.Names of Owner of premises 141aac 6-1A4'54't' ^Address 735- 6J-4t✓1"t—b,✓Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on surve 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said'work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn-WN re e is dayof 201 tQ � 0C)NNIr D.gUNcH �V a 1� Notary'Public,State of Now York � Notary Public NO.o1BU618505 Si natur ofA Applicant Qualified in Suffolk County g pp commission Eypires April 14,2 Q�Q i jWj?•H T. TERRY ('.O` fl r ) OWN CLERK' :�� �. .+ ,� Snwlrrilrl. Nc\%-1�► ItEGISrRAR OF VITAL.STKn511C5 l y L, Fax (.S I(,) lC�t�� TcicNluinc (S I(q MARRIAGE OFFICER ��Ol _� yb � RECORDS mMAGEMENT OI-FICE R i FREEDOM OF INFORMA'nON OfTICER OF1,ICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of, the Code of the Town of Southold: "Floodplain Development. Permit application" (FDP(93) ] , and ""Certificate of Compliance fyir Devel%-pment in r Special Flood Hazard Area (C/C(93) ) TOV%:;,l OF SO! i IOLD Ah T . Terry Southold Town Clerk August 25, 1993 'T APPLICATION f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sien)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to ftilfill local,state and federal regulatory requirements. 7. Applicant hereby gives coasent to the Local Admiai trator.or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATI'ACHMEN'I'S TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) DATE AL l b i SECTION 2: PROPOSED DEVELOPS/I-NT (T��e completed by APPLICKNED NAME ADDRESS TELEPHONE AP P U CANT �J�l-s��-- (�3/�7 '-7_0/3 BUILDER ENG INEER PRQJF,QT LO TION: To avoid delay in processing the applicadoa, please provide coough infor mation to easily idcatify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch altachcd to this application sbowing (be project location would be hcllpfful. FD,P(93) rt I ' 1 APPLICATION PAGE 2 OF e DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE D New Structure O Residential (1-4 Family) Vition O Residential (More than 4 Family) Alteration ❑ Noo-residential (Floodproofwg? O Yes) O Relocation ❑ Combined Use (Residential & Commercial) ❑ Demdkioo' ' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECT S t Aaa B. OTHER DEVELOPMENT ACTIVITIES: ❑ ]--ill ❑ Mining ❑ Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modilicalioru) O Drainage Improvements (Including Culvert Work) ❑ Roa�)i Street or Bridge Construction / ❑ SnZuF�vision (New or Expansion) / ❑ Idual Water or Sewer System 6 G'Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECT'IOI`I 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL- ADhiIMSTRATOk) The proposcd development is located on FIRM Panel No. . Dated The Proposed Development: O Is IDS located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAiN DEVELOPMENT PERMIT IS REQUIRED). O Is located is a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is:' ' R. NGVD (MSL) ❑ Unavailable O The proposed development is located to a (loodway. FBFM Panel No. Dated ❑ Scc Section 4 (or a/ddiuonal iostructioos. SIGNED " ! DATE �r APPLICATION 4 PAGE 3 OF 4 SECTION 4: ADDfTI NAL INFORMATION RE UIRED To he com Ictcd by L CAL ADMiNIST RATOR The ;applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all costing structures, water bodies, adjaeeot roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fast Iloor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ 0 Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For O Floodproofang protection Icvcl (non-residential only) ( ) fioodproofcd structures,�Applicaot must attach certification from registered engineer of architect. ❑ Certification from a'registered engineer that the proposed acdvit�in a regulatory floodway will not result in.Any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. ,SECTIONS PERMIT DETERMINATION (To be cornplctcd by I,Ot AL ADMiN11STRA.TOR) I hava determined that the proposed activity. A. D Is B. ❑ Is not in conformance with provisions of Local Law � , 19_• The permit is issued subject to the conditions attached to and made part of this per-mit. SIOI`fED DATE if BOX A is checked, (be Local Administrator may issue a Development Permit upon payment of designated fcc. If B tX B is checked, the Local Administrator will provide a written summary of dcficicnucs. Applicant may revise: and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. APPLICATION W PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing dale: PPed _"_ 9 NO Conditions SECTION 6 AS GUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section mast be completed by a registered! profession ga] engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest Door, including basement(in Coastal High Hazard 2►reas• bottom of lowest structural member of the lowest Door, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of Doodproofing protection is FT. NGVD (MSL)_ NOTE: �. y work performed prior to submittal.ibf the above information is at the risk,•:if the Applicant. J I SECTION 7 COMPLLANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this sedion as applicable based o❑ inspcc6o❑ of Lhe project to ensure compliance with the community's local law for flood damage prevention_ INSPPECT'IONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTI014 $ CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMiNISTRAT R Ceriificatc of Compliance issued: DATE: BY: Attachment B /i SAMPix CERTIFICATE 'F COMPLIANCE / ecial Flood Hazard Area for Development in a Sp Iy I I , li TOWN OF SOUTHOLD CERnFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (014rNMER MIST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: o NEW BUILDING Cl EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL. LAW # , 19_. SIGNED: DATED: B. CO',MPLIANCE IS HEREBY CERTIFIED WITH Tj E REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C !C ( 93 ) ur avUT�,QIo Town Hall Annex l ( J �hone 31)765-1802 54375 Main Road r0 er.ri Ill` 5 5 2 n .US P.O.Box 1179 G Q Southold,NY 11971-0959 'Q � �yCOUNT`I,�� FEa , 5 D 201? BUILDING DEPARTMENT TOWN OF SOUTHOLD rozzvv' APPLICATION FOR ELECTRICAL INSPECTION SOS bib REQUESTED BY: 0e1 Pilo F Le_G TA r_T C, Date: G S O21 Company Name: ft PRO Name: PCLUA C arOn . License No.: 33 *O 3 N F. Address: P. 0 b O.X 2 93 tfe o u e 11931 . Phone No.: 9*3 s 83 u * l 4 JOBSITE INFORMATION: (*Indicates re 'red information) *Name: I n. *Address: 3 S U/CL Gr vi;f-tU 'ovl-h O *Cross Street: *Phone No:: Permit No.: LJ SLI Tax-Map District: 1000 Section: Block: Lot:*BRIEF DESCRIPTION OF WORK(Please Print Clearly) o fe ri"Or -P 11J C f rL 0n S-. (Please Circle All That Apply) *Is job ready for inspection: NO ough I Final *Do you need a Temp Certificate: YES/ NO Temp Information (if-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �j 82=Request for Inspection Form 1 g11FFptK, v �8tiILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Co �e W Tow Hall Annex -54375 Main Road PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION ( I Infoprmation Required) Date: Company Name: P(O M",4, 6Tr 1C. Electrician's Name: R040 Lofc2 License No.: TZ77 6 —tf--3. Elec. email: Qomas �'�« tic Mai • coy► 631-3 -�' -SQS�'J Elec. Phone No: 1012 2 6 -1I S E3—1 request an email copy of Certificate of Compliance Elec. Address.: eOgoo Offh PC) sccPpn3 JOB SITE INFORMATION (All Information Required) Name: �(LX f-n.� c►1cr irl Address: 43S LVNfel icy drNe. o�fh4d NY 1l q 7h Cross Street: Phone No.: f ( � . Bldg.Permit#: y5 Q email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters I Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 M H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ur auUlyolo Town Hall Annex F—Telephone(631)765=1802 54375 Main Roadg5 2 P.O.Box 1179 roger. i f,�erit iQ4(/fl: t�tiT .n :us G • p Southold,NY 11971-0959 ��� l� �c4UMy, a 2011 L BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTIONN� ��i, ° REQUESTED BY: all Pilo F L8_C_T1R 7 C. Date: Company Name: ft PRO 9 LeG T VLC.. Name: PCLU I C 0-r0Y1 . License No.: 33 -TO 3 ;j`'( F,. Address: P• 0 b0-V 293 ve boSvc NY 1193 Phone No.: . 3 S 83 L{ l JOBSITE INFORMATION: (*Indicates req 'red info * �n. 3� rmation) Name: C *Address: 3 S (iUCL Gr -Vi emu/ , Z , SocAhold- *Cross Street: *Phone No:: Permit No.: LJ 1-10-1 Tax-Map District: 1000 Section: Block: Lot: =� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) fc'Ti'OT (Please Circle All That Apply) *Is job ready for inspection: 6P NO ough I Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form / I PERMIT# Address: Switche e /, Outlets _ - GFI's — Surface Sconce H H'.s UC Lts � Fridge H�N("�/ POOL Fans Mini Fr. W/D �� PanelPump Exhaust Heater C Oven51 Sump Trnsfmr Smokes DW Generator Salt Gen. I Carbon � Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo) Cooktop Minisplit Blower AC � AH Hood Blower Service Amps Have t4C) Used Sub Amps Have Used Comments j i f Scott A. Russell ��°�u �� STOPLMMATIER, SUPERVISOR aIMIA\N A.G IEM[1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 �y 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold th o l d- CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) —___._—._--------.--°----------- Yes Y No (CHECK ALL THAT APPL ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Ej//B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Re preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with.your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.C ntractor, then) S.C.T.M. 1 OOO Date - APPLICANT: '7 District NAM ein� w�1+ Section Block Lot x)X/Z19/ /IS,Sm—) !:'()R BUILDING UEPr1f?"I'11PN`I- USE-_. t�tiLi' Contact Information: 'C ������'Y3 felrphone�umlKr: ,^^ � Reviewed By: - - - - - - - - - - - - — - — - - - Date: � � I✓✓{ In Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — ��� �, 1 /_ _�(G ^ Approved for processing Building Permit. 2! ) ,. Ul��*- �►' GJ Stormwater Management Control Plan Not Required. i A/ 1 ,bJ I C ❑ Stormwater Management Control Plan is Require-.. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 FOQ- Town Hall Annex Telephone(631-1802 54375 Main Road ! -c fi: Fax(631) 734-9502 P_ O. Box 1179 CZ) Southold, NY 11971-0959 "� z BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 41 "/S- 4 Owner: /YaX Location of Property: IS s Please take notice that the (check applicable line): New residential structure -Addition to existing residential structure 7 Rehabilitation to an existing residential structure to be constructed or{performed at the.subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction.(PW) Timber construction (TG} in the following iocation(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof flaming (FR) Signature: .Name (person submitting this form): Capacity(check applicable line): I wrier Owner representative TrussResReol5.docx Effective 1/112015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC Pi4PiTOfit -•--...... ._...._ _.. .-. _..__._ ...-•-- -------3ES'IGPI7:TPOK,-OF'CO•NSTRUCTiOil (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. R-EFLECT(VE WHITE 1/2" STROKE . ---- .. "-- .._ ::•ohsroti��eorl�otisf�z(�cru:ii�dt� `� - --.-•---:- -. __._....._._. _._._ '�_ • --- CdA4PONENTS THAT APE'OF TRUSS CONSTRUCTION -F" FLOOR FRAMING,-fR,CLUDI14G - G[RQERSti/iFfD,BEigFIiS "R` ROOF FRAMING "FR" FLOOR AND ROOF FRAidI1�G TRUSS IDI3-fi RCKnCN-SIGN �E� olvrs(s�H EXAMPLE TRUSS IDEN nFICAT�O�!SIGN - QATE�0�20Q5 NEW Y ORK STATE DEPARTMIENT OF STATE DIVISION 4F CODE ENEORCEM'ENT AND ADMINISTRATION ij2TbtEN�i]F'�-TCFc pF SO�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 iQ COMM April 19, 2021 BUILDING DEPARTMENT TOWN OF SOUTHOLD Indy & Luca LLC 140 W. 22"d Street, #7D New York, New York 10011 RE: 735 Waterview Drive, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (631-765-1802) lay A fee of$50.00. Final Board of Health survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required y Z� Final elevation certificate from surveyor. Wl l (y-\dl J Uk M Oy- Spray Foam Insulation Certification from a NYS licensed architect or. Engineer BUILDING PERMI ESSEKS, HEFTETR�, ANGEL, DI TALIA & PAS CA, LLP \ COUNSELORS AT LAW MAIN OFFICE,MAIL&SERVICE 108 EAST MAIN STREET P.O.BOX 279 _ RIVERHEAD,NY 11901-0279 June 21, 2024 SOUTHAMPTON OFFICE PARTNERS 30 MAIN STREET CARMELA M.DI TALIA SOUTHAMPTON,NY 11968 ANTHONY C.PASCA y 0 EAST HAMPTON OFFICE AMANDA STAR FRAZER f . USA D.TYMANN VIA FEDERAL EXPRESS "' 15 RAILROAD AVE.,sulrE 1 KIM A.SMITH Ili r� ry EAST HAMPTON,NY 11937 j Ll JUN 2 4 2024 WWW.EHALAW.COM SENIOR COUNSEL (631)369-1700 STEPHEN R.ANGEL Building Department FAX:(631)369-2065 MARCIA Z.HEFTER B1171di 9 10ta artm nt (NOT FOR SERVICE) Town of Southold .����.�®�Southold Town Hall Annex CHRISTINE PERRUCCI SMITH 54375 Main Road ELIZABETH L.BALDWIN Southold,NY 11976-0959 PATRICIA M.CARROLL ASSOCIATES Re: 735 Waterview Drive, Southold LAUREN K.PETERSEN MEGAN E.CASE EMILY FANTI Dear Sir/Madam: OF COUNSEL JAMES SPIESS We represent Indy & Luca, LLC, the owner of the property located at 735 MCNULTY SPIESS,P.C. Waterview Drive, Southold, New York. Enclosed please find the Original of the final WILLIAM W.ESSEKS Elevation Certificate from the surveyor, in response to the enclosed April 19, 2021 (1934-2022) checklist. Please contact me should you have any questions. Very truly yours, /ml Amanda Star Frazer Encs. �y t�lt�L�,L 5UQVEYED,=FAQ AT Coll - ill D 4 SAT F q WELL /` x// (4 THl5 IMEY 15 A VJO:A2 { 7 p� / iZ�TIOH 7=9 Of THE t9w 5T i !L'l rwBo�LAW. f.002 Of Thl3 SJ4vE .&3 f+GT aw fiq WCY E LAM WA-LYW.' A �rtBE A1. SEAL�'h t.)i rat C'Lvw'En"#C y 3 t 3Q 9f A Yd;:17 3.. (`�`' Q� y�� As;' A �' G�'� /.C/00 4�Y �.-�'TO JYi r; ..;;v.. 'Q"�•�•`.2'S. � - .Ll I.1•`•�y"n it 7�. 'a'r f ' � � / � 'i��JR'r• '�Cl�fv�Y. .,;++•t�t:a.1 f.:•a,�rye', .. } \ .�( , / •f }•SOS. �p�t '.^�(3 QcTii'}.111;1K L5•ir l.:vu.s :3• i (! ! {f�.01fa}.75 OS T>.. :ttV!4-cY.�.. U-• I Ape IV. yv �^'� .� / 0• .1fAt S'iIU.Rkti:ti hS t'i.+t SrsNt;;.• .> T! � � � �+ T9H � � ., l .31�.• � �']�'iNiOkf. .r. w�.a n� t•p.,,, � SCALE LkJ TO 1\ 0 `f� + b 1 ae . ;� �i I v P07LS S �IQQN PJP I I - 1J 77�� •I pea is��'`_ ; �� , 1G �1 5.57� l.}2 a- 4 So "¢2`w. l f I\ laC b2p• ''_`' t tom' Vlf �n IYAc,gNr) WAIVIVsliw :; �uA�ArtiED ro rug t�. .t�lE 7"AT .E iNSItR�,N� C{�.; l; CC.iA)( MAP VESIGNA7-10N.j P}ST.JCX*'CEC1;07$ BUCK 7 LOT I t. }C t:N5,y (AND rG_EE.NPOf1 Of AAPPROVIAS NOTED PLUMBER CERl7FICATION DATpLU3-3 ONlEAD CONTENTBEFORE CERTIFICATE OF OCCUPANCY FEE: Y:_ SOLDER.USED IN WATER NOTIFY BUILDING DEPART&'" AT SDPPLY SYSTEM CANNOT 765-1802 $AM TO 4 PM FOR THE 2I10 OF i% LEAD•.EXCEEE?�: FOLLOWWG INSPECT':NS: 1. FOUNDATION - TV`yC', :REQUIRED FOR POURED C,^? �'-;RETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION PLUMBING 4. FINAL - CONSTRUE i iON MUST ALL PLUMBING WASTE BE COMPLETE :09 C.O. ,WATER LINES NEED ALL CONSTRUCTION SHALL MEET THE T &TING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSSPL.ACARUINGREGUIRED S�H+f OUTHOLD-TORN-PRAN-NIN-GRUAD FLOOD 7C E ' Gpli n nrn - COMPLY WITH CHAPTER 148 FLOOD DA A E PREVENTION SOUTHOLD TOWN CODE OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF OCCUPANCY OF THE TOWN CODE, POSTING @ BEAM5: L — MAX RaW HOLE GG TO INSTALL 51MP50N "PGII NUMBER OF EXISTING BEDROOMS- 3 I L ALLOWABLE L/3 BEAM DEPrH DIAMETER GALVANIZED METAL P05T NUMBER OF BEDROOMS PROPOSED= O 5 1� TOTAL. # OF BEDROOM WITH ADDITION= 3 HOLE ZONE � 3 I/2"-7" 3/4" GAPS AT ALL POSTS/BEAM I I/3 de th l I/4" -9 I/4" I I/2" CONNECTIONS. . . L ARCHITECTURE, PLLG 7 p "_ " • ® (NO INCREASE IN BEDROOM COUNT) 1/3 depth q I/2 Ib 2 I 1 DEEPER THAN lb" 3" • m• PH: 631.516.550 I 1 FIN 15HE5: FAX: 651.415.V50 \- MIN. CLEAR DISTANCE BETWEEN HOLES= EXI5TINO 5UN RM. I. WALL AND GEILIN6 FINISHES SHALL BE IN ACCORDANCE WITH 2O15 E: D5TE15I!L@0PT0NLINE.NET 2x DIAMETER OF THE LARGER HOLE (51MP50N STRONG-TIE PG) N.Y.5. GODS TABLE R102.3.5. (GATHEDRALED GLGa 2. INTERIOR WALL GOVERIN6 SHALL BE IN ACCORDANCE WITH 2O15 NOTES: I I WWW.DIESLARGHITGTUR�.VPIN>=B.GOM 1. HOLE(S) MUST BE LOCATED COMPLETELY IN THE ALLOWABLE HOLE ZONE. C/O I�t N E G T(O I�l DETAIL 3. A GODS SECTION R102. 2. NO RECTANGULAR HOLES ARE ALLOWED. 3. ALL INTERIOR WALLS IN BATHROOMS AND OTHER HIGH MOISTURE 3. NO MORE THAN THREE HOLES ALLOWED PER SPAN. GALE: N.T.S. AREAS SHALL BE FINISHED WITH MOISTURE RESISTANT BYPSUM BOARD 1101 NAVERLY AVE., HOLTSVILLE, NY 11142 4. TABLE 15 VALID FOR SINGLE AND MULTIPLE SPAN UNIFORMLY LOADED BEAMS ONLY. TABLE IS NOT VALID FOR 4 CEMENT BOARD IN TUB 4 SHOWER. CANTILEVER SECTIONS. 5. HOLE LOCATION, CLEARANCE AND THE EFFEGT5 OF BEAM DEFLECTION SHOULD BE CONSIDERED TO AVOID PROBLEMS WITH PIPING. PROJECT TITLE: 6. DO NOT NOTCH, DRILL OR GUT GP LAM LVL EXCEPT AS SHOWN IN THIS DIAGRAM. �I EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. INTERIOR ALTERATION5 ALLOWABLE HOLES IN OF LAM LVL SGALE: N.T.S. . -F EXI5TINO / BATH DOUBLE STUD E TING o LAUN Y �+ EXISTING LIVING RM. o �o� EXI5TIN PROJECT LOCATION: (GLG. HT. = 8"$°) ST z x (GATHEDRALED GLG.) / \ BEDROOM- 8'� 3 5 WATERVIEW DR, O pw d ( L ) x � , 5OUTHOLD, NY TOP PLATE q-52 \ d v --- - BORED _- PROPOSE EXISTING LOAD BEARING WALLS PROPOSED /C- HOLE MAX SINGLE X BATHtz TO BE REMOVED. v 4xb POSTS, �� 40AMETER STUD w HT. = S'-O") x O TYP. G M !<,+ `� EXIST. 2x8 R.R. 16" O.G. m SEAL AND �.�' I GNATURE PERGENT EXTERIOR OR ___ __P�0 25ED (4) 1 3/4 x cy= BEARING WALL o 2068 --BEAM UNDER EXISTINGt- OF STUD /F( DEPTH NOTCH 50 go BUOORP WITH 2x6 / „ „ MAX OF THE F.J. ® I6" O.G. EX ST. 2x8 R.R. ® 16" O.G. o 5�AND 5/g PLATE WIDTH FINISHED FLOORS ; I �� 4 5T IN. TO BE FLUSH WITH K - - - ---------- --------- - ----� --------- 16 GAGE (0.0054 EXISTING MIN. 1PE30RED IN) AND 1.5 IN. ADJACENT I 6TO 5/8 IN. MIN. WIDE METAL TIE FINISHED FLOOR. PROP05ED,CONVER510NEDGE TO EDGE ACROSS AND TO NOTCH MUSTBORED HOLE EACH SIDE OF THE _� T,0STUDY � v NOT EXCEEDMAX. DIAM 60% NOTCH WITH 6 - 16D = LG. HT. = V-0'9 o I ; ! EXISTINGEXISTING EXIS' M,1625 PERGENTOF DOUBLE NAILS EAGH51DE TOP LATEs ----- �, BEDROOM # ( BEDROOMSOF STUDSTUD DEPTH I 1 p THDEPTH HOLESSHALL NOT PIPE 13'-3" Dyi EXI5TING KITCHEN ; v��' �+ ' (GLG. HT. = 8'-0") (GLG. HT. = 8'-OATED IN THE SAME W/ NEW LAYOUT �+ GROSS SECTION OF GUT EX15T. G.J.a I6" O.G. REF. / EXIST. G.J. ® Ib" O.G. \� OR NOTCH IN STUD (GATHEDRALED GLG) ` NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HAS, NOTCHED 4 BORED HOLE LIMITATIONS TOP PLATE FRAMINGn BEEN ADVISED THAT PRIOR TO ANY GON5TRU6TION FOR INT. NONBEARINO WALLS TO AGCOMODATE PIPING EXIST. EXIST. EXIST. EXIST. AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'5 SCALE: N.T.S. SGALE: N.T.S. 5q,_gl" RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM 2 THE GOVERNING, BUILDING DEPARTMENT. THE ARCHITECT DOES NOT RECOMMEND AND DOES NOT I GUARANTEE THAT SOLELY BY THE PREPARATION OF 4I/2" R S T FLOOR FLAN TOTAL EXISTING FOOTPRINT I,G44 S.F. THE5E PLAN5 SHALL GON5TRUGTION OGGUR. 0 _1 I = Issues and Revisions SGALE: 1/4"= 1'-0" No. Date Issues and Revisions NOTE: 1213/Ib FIELD WORK I. ALL INTERIOR WALL5 IN (2) 2x4 TOP PLATES BATHROOMS AND OTHER HIGH I I 1 I 12/14/Ib 155UED FOR BUILDING PERMIT M015TURE AREA5 5HALL BE (1) LAYER 1/2" GYP. BO. EA. I I FINISHEDWITH M015TURE 51DE OF FRAMED WALL (U.O.N. r------------------------------------------- L-----___-_-____-___----_--_______-------__-___----_--------__--------J L--------------------------------------------------------------------, RE515TANT GYPSUM BOARD Q ON PLAN5) I CEMENT BOARD IN TUB a 5HOWER.. ' r-------------------------------------I r------------------------------------------- ------------------- -- ------------------------------------------------------------------------- 2. LOAD BEARING WALL5 SHALL 2x4 STUDS SPACED ® 16" HAVE SOLID BLOGKIN6 PLACED O.C. N.O.N. ON PLANS) BETWEEN STUDS ® 4'-0" O.G. VERTICALLY. 1 , ' I I , ° I � EXISTING 1 , WALL BASE AS PER I I UNEXGAVATED HOMEOWNER I I 1 I NEW 4" DIAM. SGHED. 40 STEEL p ' 1 PIPE COLUMN W/ 1/2" THIGK TOP 8 FLOOR LINE I I 1 BOTTOM STEEL BEARING? PLATES. ® 1 BEARING PLATES SHALL BE I I I PROPOSED P.T. SLEEPERS _ __ I i DRILLED IN (4) LOCATIONS TO " u- EXISTING CRAWL 1 , UNDER WALL EVE I { RECEIVE BOLTS To BLOCKING �-' ' I (51MP5ON STRONG-TIE H2G0 I I 1 1 ABOVE AND FOOTING BELOW. G.G. `n SPACE T)"'F I GAL. NEW INTERIOR MALL I I I 1 SHALL ALIGN WITH POST ABOVE. SCALE: N.T.S. NON-RATED ui4 i I I t I6'-O" I Project No. I6-134 REFER TO NAILING 1 , , __ __ __ _ EXISTING (2) 2x10 GIRDER I , HEFT A-2 ' i i i i- - ---ii � n ' I 2015 WFCM, TABLE 5.1 i I I I -�-- -- - ---F�--I -- - -- -I-�--'-- -- -- --�-- -- -- -- I I PREPARED EXCLUSIVELY FOR SCTM #: SG D 5 I � u I OOO-'18-'7- 1 ' PROPOSED P.T. SLEEPERS_ -- UNDER HALL �OVE �j I 1 ------- NEW 4"VENT I I ® 0 I 1 PROPOSED 18" DP POURED GONG. THRU ROOF ROOF i 1 o I I FTC. WITH (b) # 4 RE-BAR EACH ' WAY AND 3" CONCRETE COVER AT I I Scale: AS NOTED ® I I 51DE5 $ BOTTOM OF FOOTING 3" DIA. I I I (TYPJ FOOTINGS SHALL REST ON PROPOSED BATHI 29 I I I � � UNDISTURBED SOIL WITH MIN. 2. p�p:yENT-__-- ��"D/q NEW KITCHEN i i AVJ- ( 3,000 P5F SOIL BEARING ® I I Drawn By: DLS �'Erv�'i ' i -- PROPOSED P.T. SLEEPERS p �p I I CAPACITY. REFER TO SHEET A-2 m— I I/2"DIA. I , -- -- -- -- p`-- , I FOR MINIMUM SPECIFIED L I 1 1/2" DIA:�i '—v SINKI I i I I GOMPRE551VE STRENGTH OF 1 LAV I I I I GONGRETE. i I Date: I2/3/16 ------------------- , i sHwlz I FIRST FLR. � ' i i i I I I 1 1 I I I 2" 3" DIA 2" 2" PIA. LS5U210-2 I i i i i ---------- TOi i I DIA DIA. I I 4"cm. EXIST. 1 L------------------------------------- --------------------------------� i i L---------------------------------------------------------------------------------------� I WR5TE GAST IRON I HOUSE TRAP RAFTER TIE FLU1"--1B 1 N0 RISER D I AGIRAM ID TAILS FOUNDATION FLAN Proj. North DAO. I OF 2 SCALE: N.T.S. SCALE: 1/4"= 1'-0" DO NOT SCALE PRINTS 2015 INTERNATIONAL RE51 DENTI AL GODE III TH MINIMUM SPECIFIED 0OMPRE551 VE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2015 N.Y.S. CODE TABLE RR 301.1 N/�I L 1 N�7 SCHEDULE 2016 NYS UNIFORM BUILDING CODE SUPPLEMENTS ABBREVIATIONS ALLOWABLE STRENGTH OF CONCRETE 2015 WFGM TABLE 3.1, 130 MPH, EXPOSURE B O E N E R A L NOTES . 2016 SUPPLEMENT TO THE NY5 EGGG. 2015 N.Y.S. GODS TABLE R402.2 STRUCTURAL MEMBER DEFLECTION RAFTERS HAVING SLOPES GREATER THAN # OF # OF TYPE OR LOGAnONS� MINIt�JM SPECIFIED G4NPRESSIVE 3/12 WITH NO FINISHED CEILING ATTACHED L/180 COMMON BOX GENERAL GONDITIONS: A.F.F. - ABOVE 1=ANISE FLOOR { TO RAFTERS JOINT DESCRIPTION NAILS NAILS NAIL SPACING CONCRETE cor�STRUGnoN I. ALL DIMENSIONS OF EXIST. STRUCTURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. IF ANY DISGREPANGIE5/ CONDITIONS AR15E A.P.B. - ANTHONY POWER BEAM HEATHB21N6 POITMzb INTERIOR HALLS AND PARTITIONS COLLAR TIE TO RAFTER (FACE-NAILED) B.P. - BEAM POCKET SEVERE FLOORS (WFGM TABLE A-3.6) WITH THESE PLANS PRIOR TO OR DURING THE COURSE OF CONSTRUCTION, CONSTRUCTION SHOULD CEASE AND THE ARCHITECT SHALL BE NOTIFIED G.J. - CEILING JOISTS BASEMENT V{ALL5, GEILING5 WITH BRITTLE FIN15HE5 PLASTER L/36o PRESCRIPTIVE ALTERNATIVE TO TABLE 3b) ARCHITECTURE, PLLG IMMEDIATELY. FAILURE TD DO V15 WILL RESULT IN THE ARCHITECT A55UMIN6 NO LIABILITY WITH THE ACTIONS TAKEN TO CORRECT THE DISCREPANCY. FOUNDATIONS AND O� 2,5o0'G AND 5TUG60 (4:12) lb" O.G., ROOF SPAN = 26'-3" 3-8d 3-10d EACH END OF G.M. - GARBON MONOXIDE CONCRETE NOT EXP05ED GLG. WITH FLEXIBLE FIN15HE5 GYP. BD 240 1 1/4" STRAP 2. PLAN DIMMEN51ON5 ARE FROM FIN15H WALL TO FIN15H WALL,UNLESS OTHERWISE NOTED. G.T. - GOLLAR TIES TO THE ETHER L OTHER STRUGTURAL MEMBERS L 2 O WALL FRAMING PH: 631.816.5518 DEMOLITION: DN.- DOWN BASEMENT 5LAB5 AND EXTERIOR WALLS- WIND LOADS PLASTER H/360 TOP PLATE TO TOP PLATE (FAGS-NAILED) 2-16d 2-I6d PER FOOT 3. C.G. TO FURNISH 8 INSTALL TEMPORARY BRACING 4 SHORING PRIOR TO THE REMOVAL OF ANY STRUGTURAL ELEMENTS. DP. - DEEP INTERIOR 5LAB5 ON OR STUCCO FINISH D.H. - DOUBLE HUNG GRADE,EXCEPT 6ARA6E 2,500`G EXTERIOR WALLS-WIND LOADS WITHTOP PLATES AT INTERSECTIONS - - - JOINTS- EACH SIDE FAX: 651.415.2150 4. WHERE EXI5TIN6 WALLS ARE INDICATED TO BE REMOVED, CONTRACTOR IS TO PATCH EXIST. FLOOR,ADJACENT WALLS 4 CEILING EXTERIOR WALLS-WIND LOADS WITH FINISHES AS REOV. D.J. - DEGK J015T5 FLOOR SLABS OTHER BRITTLE FINISHES H/2`� HEADER To D R- AGE- D dI&CI I O.G. ALONG, DG E: DSTEISEL@OPTONLINE.NET (TYP) D.W. - DISHWASHER BASEMENT wALLs, FLEXIBLE FINISHES H/120 FOUNDATION: EXIST. - EXISTING FOUNDATIONS HALL5, d TOP OR BOTTOM PLATE TO STUD (END-NAILED) LINTELS 5UPPORTIN6 MASONRY L/b00 TABLE 3.5A) INM.DIESELARGHITEGTURE.VPYCB.GOM 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIIRC1N SOIL HAVING A MIN. 3000 P5F BEARING CAPACITY AS PER 2015 NY5 CODE,SECT. R404, E.P.- ELECTRICAL PANEL EXTERIOR HALL5 AND 3,000 VENEER WALLS 16" O.G. WALL HEIGHT OF & FT. UP TO 20 FT. 2-I6d I 2-40d I PER STUD TO PLATE TABLE R401.4.1 OR COMPACTED 70 CONFORM TO TH15 CAPACITY. IF COMPACTING 15 PERFORMED 501L TESTS WILL BE REQUIRED 8 APPROVED BY F.D.- FLOOR DRAIN OTHER VERTICAL L = SPAN LENGTH H = SPAN HEIGHT BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, , ,2 CONCRETE WORK 2-Ibd 2-Ibd PER FOOT THE ARGHITEGT. FL. - FLUSH EXP05ED TO THE END JOIST OR BLOGKING (FACE-NAILED) 1101 WAVERLY AVE., HOLTSVILLE, NY I1142 6. ALL CONCRETE FOOTINGS SHALL CONFORM TO .'2015 NYS CODE 5EGT. R403 MIN. 2,500 P.5.1. ® 25 DAYS PLAIN CONCRETE UNLESS OTHERWISE NOTED FPSG - FIRE PROOF SELF GL051N6 HEATHER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS FLOOR FRAMIN6 WITHIN THESE PLANS OR 5PEGIFIGATION5 WHEN APPLICABLE. 2015 N.Y.S. CODE TABLE R3013 6ALV.- GALVANIZED JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-I0N PER JOIST GYP. BD. - GYPSUM BOARD PORCHES,CARPORT USE LIVE DEAD FRAMING ~ STRAPPING: 5LAB5 AND 5TEP5 ATTIGS WITHOUT 5TORA6E # 1 # BRIPOINO TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END H.R. - HIP RAFTER EXPOSED TO THE (TOE-NAILED) - - PROJECT TITLE: 1. ALL ROOF EAVES,RIDGES, RAFTER 5PAGE5 ADOVE INSULATION,UNHEATED ATTIC SPACES AND FOUNDATIONS GRAWL 5PAGE5 SHALL BE VENTILATED AS VEATHER,AND GARAGE 3,500 d e,f ATT GS WITH 5T0 G 20 10 BLOGKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d 4-I6d EAGH BLOGK IN5UL. - INSULATION FLOOR SLABS ATTIG5 WITH FIXED STAIRS 30# 10# L DGER STRIP TO BEAM FAGE- ILED INDICATED ON THESE PLANS AND IN CONFORMANCE WITH COVERNIN6 RECULATION5. -I -I6d FR - of T L.V.L - LAMINATED VENEER LUMBER EXTERIOR BALCONIES a DECKS 40# lD# - - I NTER I®R ALTERATI®N� b. ALL SHEATHING AND 5UBFLOORING SHALL BE EXTERIOR GRADE AND AS REQUIRED BY ALL 6OVERNIN6 RECULATION5. MIN. - MINIMUM FIRE E5GAPE5 40# N/A BAND JOIST TO J015T (END-NAILED) 5-16d 4-16d PER JOIST cl. ALL FLOOR J015T SHALL BE DOUBLED AT END RUNS UNDER PARTITIONS RUNNING PARALLEL TO THEM AND UNDER BATHTUBS. MNFR. - MANUFAGTURER'S # BAND JOIST TO 51LL OR TOP PLATE TOE-NAILED 2-I6d 3-I6d PER FOOT '5TREN6TH AT 2b DAYS P51. - # 1 WA M.O. - MASONRY OPENING b CEILING SHEATHING 10. GRO55 BRIDGING SHALL BE PLACED IN ALL FLOOR SYSTEMS, MINIMUM OF b'-0' ON CENTER AND OF TYPE REQUIRED BY GOVERNING GON5T. CODE. 5EE TABLE R3a-v FOR MFATHBRIN6 PoTemAL PASSENGER VEHICLE GARAGES 50# N/A 11. ALL ROOF RAFTERS SHALL HAVE HURRICANE TIES THAT ATTACH TD TOP PLATE d STUD. O.G. - ON CENTER `COWP IE IN T>ESE CATIONS THAT 15%uB.EGT TO FREZIN6 AND IIIWHING DURING ROOM ROOM5 OTHER THAN 5LEEPIN6 ROOMS # 10# GYPSUM WALL BOARD 15d COOLERS 5d GDOLER 7' EDGE/ 10" FIELD 0.5.6. - ORIENTED STRAND BOARD CONSTRUCTION SHALL BE AIR-ENrRAM GONCRM IN ACCORDANCE NTH FoornoTE d. 5LEEPIN6 ROOMS 30# 10# WALL SHEATHING 12. BLOCKING SHALL BE PROVIDED TO SUPPORT ROOF 6UTTER5, FASCIA ENDS, 6YP5UM BOARD CORNERS AND ED6E5, CABINETS AND ACCESSORIES, ETC. P.T. - PRESSURE TREATED dGONGRETE%HALL BE AIR-EMRPJPED.TOTAL AIR CONTENT(PERGENi W VaIM OF ISTAIR5 40# N/A 13. INSTALL FIRE STOPPING AT ALL REQUIRED LOCATIONS TO COMPLY WITH 2O15 NY5. CODE SECTIONS 502.13, 602.b 4 1003.Iq. REF. - REFRIGERATOR CON RETE)l 514ALL NOT BE LESS THAN 5 PERCENT OR MORE THAN I PERCENT. WOOD STRUCTURAL PANELS (WFGM TABLE 3.11) R.O. - ROUGH OPENING MIN. ROOF LIVE LOADS IN POUNDS- FORGE PER S.F. OF 'SEE SECTION R4022 FOR MWtlMJM GEE9EENTITIOUS MATERIALS COMTEMlL DG 2 D 14. PROVIDE FIRE RATED A55EMBLIE5 AS INDICATED ON DRAWINGS AND IN COMPLIANCE WITH APPROPRIATE TESTING AGENCY SPECIFICATION. F FOR 6ARW FLOORS WITH A STEEL TROHEIM FINr*REDUCTION OIFTHE TOTAL AIR HORI Z. PROJECTION (2015 NY5 CODE TABLE R.301 b) INTERIOR ZONE t d GD D PROJECT LOCATION: R.R. - ROOF RAFTERS CONTENT(PC{,ENT BY VOLUME OF CONCRETE)TO NOT LE%THAN 3 PERCENT 15STRUGTURAL FIBERBOARD PANELS 15. CONTRACTOR SHALL INSTALL METAL WALL TIES AS PER DRAWING SPEGIFIGATIONS IN ACCORDANCE WITH THE 2015 NEW PORK STATE RESIDENTIAL R/R - REMOVE b REPLACE PERMITTED IF THE 5PEGIFIED GOWFeWE 51RENOTH OF THE COWRT E 15 INCREASED TRIBUTARY LOADS AREA IN S.F. 1/2„ I I GA. GALV. ROOFING NL 3" EDGE / b" FIELD I,�I \ / 'w� BUILDING GODS. SEE DETAIL SHEET FOR WALL TIE LOCATIONS. To NOT LESS THAN apoo P51. FOR ANY STRUGTURAL MEMBER 155 Y�{ATER Y I Er� DR./ T.O.W. - TOP OF WALL (.12"x 1.5" L x 7/I6" HEAD) �,/ TYP. - TYPICAL ROOF SLOPE 0-200 201-b00 OVER. II GA. GALV. ROOFING NL . 3' EDGE / b" FIELD 5®UTI-I®LD, N I LOAD BEARING STRUCTURE: 25/32" (.12°x t.-►5° L x 3/a° HEAD) U.D.N.- UNLE55 OTHERWISE NOTED FLAT OR RISE LE55 THAN I6. PROVIDE PO5T5 BELOW ALL CARDERS � BLOCK: SOLID DOWN TO FOUNDATION WALL OR 61RDER BELOW GYPSUM WALLBOARD b V.I.F. - VERIFY IN FIELD 4" PER FT. (1:3) 20 16 12 HARDBOARD SEE TABLE Jt 11. LUMBER TO BE HEM FIR #2, Fb=850, E= 1.3 x IQ OR BETTER b" EDCEi 12° FIELD Ib. MIGRDLAM LVL'S BY TRU55 JOIST, MIN Fb=2,600 P51, E= Lq x ID b V.P. - VALLEY PLATE RISE 4 PER FT. (1:3) TO PARTIGLEBOARD PANELS SEE MANUFAGTURER H. FASTENERS, HANGER5 d TIE DOWN CONNECTORS THAT COME IN CONTACT WITH A.G.Q. TREATED LUMBER MUST BE DE516NED FOR SUCH USE- REFER V.R. - VALLEY RAFTER LESS THAN 12" PER FT (1:1) 16 14 12 DIAGONAL DIAC70NAL BOARD SHE THING W.H. - WATER HEATER Ixb OR Ixb 2-bd 2-I0d PER SUPPORT TO MANUFACTURERS SPECIFICATIONS. W.M. - WASHING MACHINE R15E 12" PER FT. (1:1) 12 12 12 IxIO OR WIDER 3-&d 3-Lod PER SUPPORT AND GREATER M,E,P NOTES: ROOF SHALL BE DESI6NED FOR THE LIVE LOAD FLOOR SHEATHING BEAL AND 51eNATURE: 20. ALL PLUMBING, HVAG, AND ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED AND INSURED CONTRACTORS AND IN ACCORDANCE WITH ALL INDICATED IN TABLE R301b OR THE SNOW LOAD WOOD STRUGTURAL PANELS APPLICABLE CODES AND RE6ULATIN6 A6ENGIE5., INDICATED IN TABLE R301.20), WHICHEVER 15 GREATER. I" OR LE55 a lod b EDGE 12 FIELD 21. ELECTRICAL WORK TO BE UNDERNRITER'S, INSPECTED AND APPROVED. GREATER THAN I" 10d Ibd ED&E 12 FIELD 22. GENTERLINE OF TYPICAL ELECTRICAL OUTLET TO BE MOUNTED 1'-3" A.F.F. UNLE55 OTHERWISE NOTED. CONTRACTOR SHALL FURNISH AND INSTALL A DIAGONAL BOARD SHEATHING PER SUPPORT Eo ARC MINIMUM OF ONE OUTLET PER WALL AND ONE OUTLET PER TWELVE LINEAR FEET OF WALL. L E O E N D RIDGE BOARD 4 COLLAR TIE5: - - PER SUPPORT �� y�T 23. GENTERLINE OF TYPICAL LIGHT SWITCH TO BE AMOUNTED 4'-0" A.F.F. UNLESS OTHERWISE NOTED. UNLE55 OTHERN15E NOTED COLLAR TIE5 ALL DIMENSIONS SHALL BE VERIFIED BY ��� %_? Fist`FO� GONTRAGTOR PRIOR TO (ON5TRUGTI ON. IF ANY I. NAILING REU)IRE�ENT5 ARE BASED ON WALL SFE.ATHIN6 NAILED b O.G.AT THE PANT EDGE. ALTERNATIVE NAILING SGHEDULE5 SHALL BE U5ED Y&ERE HALL 24. CONTRACTOR TO COORDINATE LOCATION OF L16HT FIXTURES WITH SMOKE DETECTORS. ARE TO BE PLACED IN THE UPPER THIRD %FEATHIN6 NAILING 6 REOLCED. FOR EXAMPLE,IF HALL 5HEATHIN615 NAILED 3.O.G.AT THE PAte E06E To OBTAIN H16HER SHEAR CAPACITIES,NAILING REMIRD'ENT5 NEW WOOD FRAME WALL D15GREPANG I E5 AR15E WITH THESE PLAN5, FOR%TTURAL W+BER5%HALL BE DouBLED,OR ALTERNATE COMEG %H TOR5 ALL BE M TO MAINTAIN TIE LOAD PATH. 25. CABLE, DATA AND TELEP14ONE JACKS TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PER HOMEOWNERS REQUIREMENTS. OF THE ATTIC 5PAGE GONSTRUGTION SHOULD CEASE AND THE EN A5 PER DETAIL Ruc 2.WH WALL SHEATHING is CON IRM OVER CONFECrm MEMBERS,THE TABULATEDUMB NER OF NAIL55HALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT i 26. ALL HVAG WORK SHALL BE DESIGNED AND IN5TALLED A5 PER THE 2015 RE5IDENTIAL CODE OF NEW YORK STATE, CHAPTER 12-23 0 EXIST. WOOD FRAME WALL 3.IOC ALL INFORMATION WAS TAKEN FROM THE 2015 WFGM FOR ONE-AND TWO-FAMILY DWELLINGS ARGHITEGT SHALL BE NOTIFIED IMMEDIATELY.4 5EGTION 3.2.6.1 OF THE 2015 T r7�oti3$ �o INGLU5IVELY AND ALL DUCTS SHALL BE INSULATED IN ACCORDANCE WITH THE ENERGY CONSERVATION CODE OF NEW YORK STATE, 5EGT. 503 -----� WFGM. �sqr 21. ALL ELECTRICAL EQUIPMENT 4 WIRING 5HJALL BE DE516NED AND INSTALLED IN ACCORDANCE W L--------J EXIST. WALL TO BE REMOVED FAILURE TO DO THI5 WILL RESULT IN THE/ GHAPTER5 34-41 OF THE 2015 A RIDGE BOARD MAY BE U5ED IN LIEU OF UPLIFT STRAP CONNECTION REQUIREMENTS �,, F OF NE�-- ARGHITEGT A55UMIN6 NO LIABILITY WITH THE (NUMBER OF NAILS REQUIRED ® EACH END OF 1-1/4' x 20 GAGE STRAP) RESIDENTIAL CODE OF NEW PORK STATE. T, ExlsrtNG LOAD BEARING WALL A RIDGE BEAM ON ROOF SLOPES AGTION5 TAKEN TO GORREGT THE 1)15GREPANGY. ROOF - TO - WALL WALL - TO - WALL 2b. ALL WINDOW5 AND GLA55 DOOR5 SHALL BE INSTALLED IN ACCORDANCE H/ 2015 RE51DENTIAL CODE, SECTION R60q. ALL GLAZING GREATER THAN 3:12. (WFGM 2015 5EGTION HALL - TO -FOUNDATION (130 MPH) (WFGM2015 TABLE A-3.4) X6 R.R. PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) SHALL COMPLY W/ 5ECTION R30b FRAMING NOTATION 3.5.1.4) No 16 D.G. 2q. ALL PLUMBING WORK SHALL BE DE516NED AND INSTALLED A5 PER THE 2015 RE5IDENTIAL CODE OF NEW YORK STATE, CHAPTER 25-33 LVL FASTENING REQUIREMENTS: 4:12 Ib" O.G. ROOF SPAN = 26 3 - EACH END OF EACH NOTE: BY INCLUSION OF THI5 NOTE, THE OWNER HAS 50 GFM MIN. EXHAUST GG SHALL REFER TO MANUFACTURERS 1 1/4"x20 GAGE STRAP BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION INCLUSIVE. ALL DOMESTIG WATER SUPPLY LINES SHALL BE COPPER TYPE L UTILIZIN6 5% MAXIMUM LEAD CONTENT SOLDER VENT TO EXTERIOR . . AID/OR DEMOLITION WORK, IT SHALL BE THE OWNER'5 3O. ALL WINDOWS SHALL BE W/ LOW 'E" INSULATED GLAZING. s�GP oNNR3D3�N.o.N.) N��� SPEGIFIGATIONS WHEN FASTENING MULTIPLE RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM A GONTRAGTOR MAKING A BID FOR IWORK MEMBER5 4 TAKE INTO��AGGOUNT WHETHER THE PRESUMPTI\/E LOAD-BEARING THE GOVERNING BUILDING DEPARTMENT. THE DEMOLITION NOTES 0 4x4 STRUCTURAL P05T ON THI5 PROJECT 15 MADE AWARE BY THI5 BEAM 15 TOP LOADED OR SIDE LOADED". VALUES OF END. MATERIALS ARGHITEGT DOES NOT RECOMMEND AND DOES NOT (U.O.N.) NOTE THAT IT 15 THE INTENT OF THE OWNER 2015 N.Y.S. CODE TABLE R401.4.1 GUARANTEE THAT SOLELY BY THE PREPARATION OF -------- TO HAVE A COMPLETELY INSTALLED JOB GLAss of MATERIAL LOAD-BEARI%PRE55URE THESE PLANS SHALL GON5TRUGTION OCCUR. I. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, 6G SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCY (FROM i I 5MOKE ALARM: 0 I ExisrlNG FOUNDATION 8 FTC. AND SHALL UNDERSTAND THAT ALLY CONDITIONS AND DIMENSIONS INDICATED) ON THESE PRANINC25 TO THE ARGHITEGT IMMEDIATELY. NEW SMOKE ALARMS ARE TO BE HARDWIRED CRYSTALLINE BEDROCK 12POO Issues and Revisions 2. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, 6G 15 TO COORDINATE THE REMOVAL OF ANY AND ALL PLUMBING, ELECTRICAL, MECHANICAL NEGE55ARY WORK TO COMPLETE THE AND INTERGONNEGTED AND ARE TO BE AND/OR ARCHITECTURAL ITEMS INGLUDIN6 WALL PARTITIONS IN CONFORMANCE WITH THESE PLANS. IN5TALLATION 5HALL BE PERFORMED AT IN5TALLED A5 PER N.Y.S. 2015 CODE 5EGTION SEDIMENTARY AND 4,000 No. Date Issues and Revisions 3. ELECTRICAL FIXTURES, OUTLETS, JUNCTION BOXES,CONDUIT PIPING, PANELS, TRANSFORMERS, ETC. ARE TO BE DISCONNECTED AND/OR REMOVED AS NEW DOOR NO ADDITIONAL COST TO THE OWNER: OR R314. ONE CARBON MONOXIDE DETECTOR 15 TO FOLIATED ROCK 12/3/16 FIELD WORK APPLICABLE TO NEW FLOOR PLAN A5 NOTED. �_ PROJECT. BE INSTALLED ON EAGH LEVEL A5 PER N.Y.5. SANDY GRAVEL AND/OR 6RAVEL 31000 4. REMOVAL OF CONSTRUCTION DEBRIS 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DOOR 51ZE 2015 GODS 5EGTION R315. 04 AND 6P) 12/14/Ib ISSUED FOR BUILDING PERMIT 5. GG TO DEMONSTRATE AND COORDINATE WITH ALL TRAFFIC SAFETY PRAGT16ES ACCORDING TO STATE AND TOWN ORDINANCES AND IN SAW 5ILTf GOMPLIANE WITH INSURANCE RE5TRITION5 AND,'/OR REC-I)LATION5. 5AND,SILTY SGRAVEL AND AND,CLAYEY Zpoo C G 6. DEMOLISH AND REMOVE FROM THE PREM15E5 IN A MANNER ACCEPTABLE TO ALL JURISDICTIONAL AC-ENGIE5, AND TO THE APPROVAL OF THE OWNER EXISTING DOOR DEMOLITION: CLAYEY 6RAVEL AND ARGHITEGT 50 INDICATED OR REQUIRED BY THE WORK OF THE CONTRACT DOCUMENTS, OR A5 MAY BE DIRECTED IN THE FIELD BY THE OWNER. CLASP,5M,SC,6M AND 6G) WHERE EXISTING WALLS ARE INDICATED TO BE CLAY,SANDY CLAY,SILTY b 1. EXISTING FIXTURES, HARDWARE, PARTITIONS, ETC. SHALL BE REMOVED A5 NOTED. 1,500 b. EXISTIN6 LIGHTING TO BE REMOVED, INGLU51VE OF WIRING BACK TO 015TRIBUTION PANEL. REMOVED, CONTRACTOR 15 TO PATCH EX15T. CLAY, DY5AVr 5ILTILT,SILT q. ALL REMOVAL WORK DEBRIS SHALL BE REMOVED AT LEAST ONCE PER DAY OR A5 REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS. VERIFY NEW SMOKE DETECTOR FLOOR, ADJACENT WALLS 4 CEILING FIN15HE5 (6 L,ML,MH AND GH) METHOD AND LOCATION OF REMOVAL WITH OWNER. A5 REQ'D. (TYP) 10. ALL ABANDONED ITEMS- EQUIPMENT, WIRING, PLUMBING, BLOGKIN6, ETC. NEEDS TO BE COMPLETELY REMOVED FROM THE SPACE. NEW CARBON MONOXIDE CAPACITIES HIERE of THE s TESTS a sH�ALL BE OF T�R4O1REGO�t�BID�ATION5 OWABLE SING b.WHERE THE BUILDING OFFIGAL DETERMINES THAT IN-PLACE SOILS HITH AN ALLOHABLE 11. NO CHANGE ORDERS OR EXTRAS SHALL BE ALLOWED DUE TO THE 6G'S LACK OF A SITE VISIT. G M DETECTOR BEARING CAPACITY OF LE55 THAN I,500 P517 ARE LIKELY TO BE PRESENT AT THE SITE, 12. AT COMPLETION OF DEMOLITION WORK, 6G 15 TO MEASURE THE SPACE AND REPORT ANY 0I5GREPANCIE5 TO THE ARGHITEGT. THE ALLOHABLE BEARING CAPACITY SHALL BE DETERMIrEP BY A SOILS INVE5r16ATIM L MAX. D L FROM THE PROPOSED WOIRK DEPICTED IN THIS SET OF PLANS WAS DES I O NED TO L/3 i-i i----- L15 SUPPORT �� L/3 Project No. I6-134 MEET THE REQUIREMENTS OF THE 2015 MOOD FRAME CONSTRUCTION NOTCHES NO D/5 MANUAL FOR 1 2 FAMILY DWELL I NO S FROM THE AMERI CAN FOREST AND PERMITTED I MAX, PAPER GOMPANY THE 201 5 INTERNATIONAL RESIDENTIAL AL BU I LD I NO CODE ( I I A PREPARED I�CGLUSIVELY FOR Sc7M #: I p/3 i i D/6 MAX. RAFTER/ GE I L I NG JO I ST5 56#/FT 56#/FT WITH 201 b NYS UNIFORM BU I LD I NO CODE SUPPLEMENTS � 201E NYS MAX. SUPPLEMENT TO THE ENERGY CONSERVATION CONSTRUCTION CODE FLOOR JOIST - GRNTER GUTS -AVI- 20#/FT WITHOUT STORAGE Scale: AS NOTED 30#/FT WITH 5TORA67E ROOF L + L/3 p/3 Drawn By: DLS I I D/4 MAX. No Ln� CLIMATIC AND OE00 RAP-1 I C DES I O N CRITERIA 1 �-•-NOTCHES-..-I p Date: 12/3/I6 2015 N.Y.S. CODE TABLE POO 2(1) PERMITTED 0/4 MAX. I ( 5o#/FT 5o#/FT FIRST FL. 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