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hoy10'oF S°�lyo!° Town of Southold * * P.O. Box 1179 ,0 53095 Main Rd °l4-00UNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47216 Date: 07/14/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 315 Fleetwood Rd Cutchogue,NY 11935 Sec/Block/Lot: 137.4-14.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/27/2024 Pursuant to which Building Permit No. 51525 and dated: 01/08/2025 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: Additions and alterations, including covered porch, to existing single family dwelling as applied for per ZBA#7926, dated 8/15/2024. The certificate is issued to: Evan Giniger Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51525 10/15/2025 PLUMBERS CERTIFICATION: J. Zees Plumbing& Heating Inc. 10/14/2025 �WE 1 oil-1 00 ri d S gnature FSO& 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#: 51525 Date: 01/08/2025 Permission is hereby granted to: Evan Giniger 230 W 78th St#913 New York, NY 10024 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non- Jurisdiction letter,ZBA&Trustees approvals with flood permit. Premises Located at: 315 Fleetwood Rd, Cutchogue, NY 11935 SCTM# 137.4-14.1 Pursuant to application dated 08/27/2024 and approved by the Building Inspector. To expire on 01/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $586.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 k/ Total $836.00 Building Inspector pE SO!/r�,o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Evan Giniger Address: 315 Fleetwood Rd City: Cutchogue St: NY Zip: 11935 Building Permit* 51525 Section: 137 Block: 4 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: BJ Electric License No: 2670ME SITE DETAILS Office Use Only Indoor W Basement F Service F Solar (— Outdoor I✓ 1 st Floor (✓ Pool F Spa Renovation 2nd Floor 17 Hot Tub r Generator F Survey Attic rF—j Garage Battery Storage (— INVENTORY Service 1 ph r Heat Duplec Recpt 22 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph (— Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 22 4'LED Exit Fixtures Other Equipment: (7) ARC/ GFI Breakers Notes: Two Story Addition Inspector Signature: X C Date: October 15, 2025 Sean Devlin Electrical Inspector sean.deviina-town.southold.nv.us 315FIeetwoodAdd ition Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOL D C i' TIF C.AT. ON Date: � � ®� Building Permit No.. Owner: 9 y.A If t�QT Lvv�o lZ�, (Please print) .Plumber: J• 2 4{"S (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl ers Signature.) .Sworn to before me this l� day of c oyl .. ., 20;5 Notary Public,. JOHN A.MAKI Notary Public.State of New York No.01 M A6164838 Qualified in Suffolk County My Commission Exp. 04/30/202.7 OF SOUTyOIo - — —— - - - -- -- # TOWN OF SOU.THOLD BUILDING DEPT. com,� 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 [ I. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4��palii 4 ! foucam. DATE aV •02 INSPECTOR OF SOUIyOIo - # # .TOWN .OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTI-ON [ ] FOUNDATION 1ST/ REBAR . [ ] ROUGH PLBG. [ ] F NDATION 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: SlAn DATE YI T/DZJ INSPECTOR pF SObTyO� # TOWN OF SO.UTHOLD BUILDING DEPT. o , �� 631-765-1802 IN-SPECMN [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY - [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: h ` V h�►�j I �� U� .V o, Ak r\ DATE ti INSPECTOR ho�aOF SOUTyOIo # # OWN OF SOUTHOLD BUILDING DEPT. "Cauffm 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: c' DATE ' INSPECTOR OF SOUTyolo # * TOWN OF.SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR' [ ] UGH PLBG. [ ] FOUNDATION 2ND [V 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: DATE J INSPECTOR OF SObly 1 v # # TOWN OF SOUTHOLD BUILDING D PT. coum, 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: // a a !d- tAdA DATE 2 INSPECTOR MOF SO(/j�,°� # # ' TOWN OF SOUTHOLD BUILDING DEPT. co m,�a� 631-765-1802 �s INSPECTION [ ] FOUNDATION 1 ST/ REBAR [. ] R GH PLBG. [ ]'.FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] 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: /00, DATE INSPECTOR D EC E OV E T&T INSULATION LLC. MAY 3 0 2025 1090 WILLIAM FLOYD PKWY. Building®epart.ment �. Town of Southold SHIRLEY,NY.11967 " (631)399-9440 LICENSE#27808-H CERTIFICATE OF INSULATION JOB INFO:_01�1'/1-ol/ DATE OF INSTALLATION: -2o2 pep ATTIC ROOFING EXTERIOR WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE OPEN CELUCLOSE OPEN CELU�CLOSE - 2 / CEILING FIBERGLASS _:3o FIBERGLASS CATHEDRAL CEIL,INC % P1v WALL 2X6 FLAT CEILING _CL. '9 -1�, �r' WALL 2X4 -�(Z —�i0 U�G�� 5'0 o.t��/�oo,C' -- � —��•�i�-fr3,E�vCx�C6l�I' A-C� L l�/i�P v/�s- GI�I=}C I f3es`"iv. ;��s� ��cc��s9loo�° s ourtJF�iZooc- CELLAR CEILING CRAWL�SPACE TYPE INCHES R-VALUE TYP INCHES R-VALUE OPEN CELL/CLOSE _OPEN ELL/CLSE�O FIBERGLASS FIBERGLASS✓ - _ CEILING WALL BO�SEAM�.MRS�T�LOO�R, ARAGE,BASEMENT AND RAWL SPACE: GARAGE CEILING. GARAGE WALLS. FIRE STOP CAULKED,TO CODE DATE OF INSTALLATION: 7,f FIRE:STOP BLOCKED TO CODE , DATE OF INSTALLATION: L.�-- AIR SEAL SUBSTATE;TO CODE DATE OF INSTALLATION: -2,, F- Z` CERTIFY THAT THE RESIDENCE REFERENCED ABOVE WAS INSULATED AS PER SIGNED PROPOSAL BY BUILDERMOME-OWNER,AND THE INSTALLATION WAS ' CONDUCTED IN CON I FORMANCE TO APPLICABLkCODES AND STANDARDS AND REGULATIONS. AUTHORIZED SIGNATURE r National ' Flood Insurance Program tion e v a. JUL -mow e i ica rt f .....te and Instructions 2023 EDITION AR w �r�I` 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 Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation (BFE)),VE,VI—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)(8/23) Form Page 1 of 8 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 INSTRUCTION PAGES 1-11 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: Evan Giniger Policy Number: A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: Company NAIC Number: 315 Fleetwood Road City: Cutchogue State: NY ZIP Code: 11935 A3. Property Description (e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: S.C.T.M. DIST.:1000 SEC.: 137 BLK.: 04 LOT: 14.1 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.): Single Family Residence A5. Latitude/Longitude: Lat.41°00'34.04" N Long.72°28'03.36"W Horiz. Datum:❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs(one for each side)of the building (see Form pages 7 and 8). A7. Building Diagram Number: 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1400 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: 0 Engineered flood openings: 7 d) Total net open area of non-engineered flood openings in A8.c: 0 sq. in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 1400 sq. ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): 1400 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: 0 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: 0 Engineered flood openings: 0 d) Total net open area of non-engineered flood openings in A9.c: 0 sq. in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): 0 sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): 0 sq.ft. SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name:Southold, Town of B1.b. NFIP Community Identification Number: 360813 B2. County Name:Suffolk B3. State: NY B4. Map/Panel No.: 36103CO164 B5. Suffix:H B6. FIRM Index Date: 09/25/2009 B7. FIRM Panel Effective/Revised Date: 09/25/2009 B8. Flood Zone(s): AE & 0.2%ACFH 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 69: ❑ FIS ® FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ®NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area (OPA)? ❑Yes ® No Designation Date: ❑CBRS ❑ OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑Yes ® No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 2 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 315 Fleetwood Road Policy Number: City: Cutchogue State: NY ZIP Code: 11935 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: NAVD1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ❑ Yes ® No If Yes, describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement, crawlspace, or enclosure floor): 4.3 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 8.8 ® 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): 8.9 ® feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ® Finished 5.3 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 6.7 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 6.0 ® 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. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 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: Jeffrey W. Haderer L.S. License Number:NYS 050538 PDF NE41 Title: Land Surveyor �� � W, yqo ,per 10 Company Name:Twin Forks Land Surveying dba Jeffrey W. Haderer Land.Surveying PC Address: 188 West Montauk Hwy, Suite E3 City: Hampton Bays State: NY ZIP Code: 11946 050538 Telephone: (631)369-8312 Ext.: Email:twinforkslandsurvey@yahoo.com 'Y`�FDLANDS � Jeffrey W. Haderer\ :Digitally260,011by 5:06 1 04-00-Haderer Date: 06/29/2026 Place Seal Here Signature: ,/ Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and (3)bdilding owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e; and description of any attachments): A8c: 2 flood vents below grade+/-1 bounded by steel hoop wall, 1 flood vent below grade +/-0.5' (inoperable due to soil debris) bounded by steel hoop wall. All three flood vents within 0.2%ACFH portion of flood zone boundary. C2a: next highest crawl space floor EL.:5.4% C2b: First Floor Elevation el.:8.8' C2e: Hot Water Heater: el.: 8.9% Furnace: el.: 13.0% Breaker Panel (x2): el.:12.0% el.:13.0', Exterior A/C condenser: el.: 6.3' Detached Garage: Floor el.: 6.7' -372 sf- no flood vents- within 0.2%ACFH, interior breaker panel: el.:11.0' FEMA Form FF-206-FY-22-152 (formerly 086-0-33)(8/23) Form Page 3 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 315 Fleetwood Road Policy Number: City: Cutchogue State: NY ZIP Code: 11935 Company NAIC Number: SECTION E—BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO,ZONE AR/AO,AND ZONE A(WITHOUT BFE) For Zones AO,AR/AO, and A(without BFE), complete Items El—E5. For Items E1—E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ❑Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. 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: Telephone: Ext.: Email: Signature: Date: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33)(8/23) Form Page 4 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 315 Fleetwood Road Policy Number: City: Cutchogue State: NY ZIP Code: 11935 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, I 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: P Stater 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)(8/23) Form Page 5 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 315 Fleetwood Road Policy Number: City: Cutchogue State: NY. ZIP Code: 11935 Company NAIC Number: SECTION H—BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) The property owner, owner's authorized representative, or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, B, and I must also be completed. Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico). Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A, 113,3,and 5-8.Top of bottom ❑ feet ❑ meters ❑ above the LAG floor(include above-grade floors only for buildings with 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: Telephone: Ext.: Email: Signature: Date: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 6 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 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 315 Fleetwood Road Policy Number: City: Cutchogue State: NY ZIP Code: 11935 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 houses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View." Photographs must show the foundation.When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo One Photo One Caption: see attachment Clear Photo One Photo Two Photo Two Caption: see attachment Clear Photo Two FEMA Form FF-206-FY-22-152 (formerly 086-0-33)(8/23) Form Page 7 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 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 315 Fleetwood Road Policy Number: City: Cutchogue State: NY ZIP Code: 11935 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. Photo Three Photo Three Caption: see attachment ClearPhoto Three Photo Four Photo Four Caption: see attachment Clear Photo Four FEMA Form FF-206-FY-22-152 (formerly 086-0-33)(8/23) Form Page 8 of 8 1• tY Fi. c. i M tv a� I" A pp��� V. �s. 2 � t AI � •Ir � � Q ,. ■ ♦ II �� 'p � y� -> yy .� ertL .*Oi AOO L L DI is F P n • 1 ' kit P. 3' 4 jJ v kai k , Y 14 4 p n�. fl s r C+ u� 1 P e� ar Al ?IELD INSPECTION REPORT DATE _ COMMENTS �7,FOUNDATION (1ST) ------------------------------------- SDI FOUNDATION (2ND) - - D t� ROUGH FRAMING& PLUMBrnc INSULATION PER N.Y. STATE ENERGY CODE -- - s - - O -lei ►mil (� �' FINAL ADDITIONAL COMMENTS tc_a t FL -r-e c# /0 9 _S- r3 aS cu 00�% �� recce# noo 4 � Q - -- — - z l �t#Fr41L� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitholdtowiuiy.gov Date Received APPLICATION FOR BUILDING PERMIO A C E V E n 5 For Office Use Only �.�a 5 I PERMIT O. Building Inspector: 1 2024 '4 x� Applications and.forrns must be filled out in their entirety Incomplete ap,"plications wills,i t be'accepted. Where the'Appl16nt is not the owner,an Owners Authorization forni(Page 2)shall'be completed " Date: OWNERS)"OF PROPERTY:. Name: Evan Giniger SCTM# 1000- 137-4-14.1 Project Address: 315 Fleetwood Road, Cutchogue Phone#: 917-9.13-3539 Email: eginger@driglobal.com Mailing Address: 230 W. 78th Street,Apt. 9B, New York, NY 10024 ;CONTACfi PERSON Name: Lisa Poyer, Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644-5998 Email: lisa@twinforkspermits.com DESIGN'PROFESSIONAL INFORMATION Name: Mark Schwartz &Associates Mailing Address: 28495 Main Road, PO Box 933, Cutchogue, NY 11935 Phone#: 631-734-4185 Email: mksarchitect@optonline.net ' CONTRACTOR-INFORIVIATION Name: Mailing Address: Phone#: Email: DESCRIPTION OF PRO POSEDCONSTRUCTION "b El New Structure EXAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes IX No Will excess fill be removed from premises? ®Yes ❑No 1 r � PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes CXNo IF YES, PROVIDE A COPY. �F CheCl{f BQx After Reading: ,The owner/contractor/design professional is'responsitile for all,drainage and storm water issues asprovided by' v Cha ter 236.of the Town Code. APPLICATION 15�HEREB, Ordmanceof the Town of Southold,�Suffolk,County,New Yorkandother a licable Laws'Ordinances'or Re"ula4ions for the cori'ursuant tot he Building Zone` ADE to the Building Department for the issuance of a Building Permit p pp g structwn of buildings,. additions,-alterations or forremoval or demolition as.herein'described.The applicant agrees to,.comply.with all applicable,laws,ordinances_build'ing code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for.necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45rof the.New-York State P11 enal Law .`` Application Submitted By(print na e): Evan Giniger ElAuthorized Agent [ZOwner Signature of Applicant: Date. a�j STATE OF NEW YORK) SS: COUNTY OF ) Evan Giniger being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the owner of the subject property (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn bef re me this day of ��✓nvl' , 20—i:�l Notary Public SHARMIN AKTER Pulic-State of New PROPERTY OWNER AUTHORIZATION Notary NO.01AK0003049 York (Where the applicant is not the owner) Qualified in Bronx county My Commission Expires Mar 20.2027 I, Evan Giniger residing at 230 W. 78th Street,Apt. 913, New York, NY 10024 do hereby authorize Lisa Poyer, Twin Forks Permits to apply on my behalf to t e own of Southold Building Department for approval as described herein. Owner's Signature DateT :AV A 60 Print Owner's Name 2 aa5°SFDI r�oG TOWN OF SOUTHOLD—BUILDING DEPART T(� � D �I Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, �' 1 1- 9 9 Telephone(631) 765-1802 hitps:i/wwN\--. outholdtotvtu� v .: J AN 1 0 2025 FI®edplain Development Permit ApplieatWQ,,,,Dg,a,tment PROPERTY INFORMATION: FloodZone:gE �L ! FIRM Panel; �(o IG'3Gvi6 ¢ SCTM#�1000 1�1.(,�,•14. t Address: � tJav� r City: j�— Zip: 1 1" CONTACT PERSON: Name: Phone#: s a z. �3 734 L Mailing Address: 1&63 C1,51 CoU PROJECT DESCRIPTION: SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated (Addition to existing structure ❑ Flood proofed(attach certification) X Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑-Located on individual lot ❑ Located in manufactured home park SECTION S: OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation(not related to a structured development) ❑Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate.I understand that no work may start until a permit is Issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance Is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name): K W Signature of Applicant: Date: © 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 8, 2024 TO: Lisa Poyer, Twin Forks Permits (Ginger) 288 E. Montauk Highway Hampton Bays,NY 11946 Please take notice that your application received February 1, 2024 For permit to: Construct additions and alterations to an existing single family dwelling at: Location of property: 315 Fleetwood Road, Cutcho ug e,NY County Tax Map No. 1000— Section 137 Block 4 Lot 14.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 24,585 sq. ft. parcel, in the Residential R- 40 District, is not permitted pursuant to Article XXII Section 280-116A(1), which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard. In the case of a waterfront parcel, accessory buildings and structures may be located in the frontyard, provided that such buildings and structures meet the front yar principal setback requirements". The proposed construction will result in the existing accessory garageg located in a side Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. � s BOARD MEMBERS ��0� SOUT�� Southold Town Hall Leslie Kanes Weisman, Chairperson fO 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert, Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento �couffm Southold,NY 11971 IFT%f 3:Z(� (�-� http://southoldtownny.gov �.- r� 2 fi C Adu G i 6 2024 ZONING BOARD OF APPEALS ' TOWN OF SOUTHOLD ' L. AUG 2 2 2024 Tel. (631) 765-1809 f Icf own Irk INDINGS, DELIBERATIONS AND DETERMINATION: ez MEETING OF AUGUST 15,2024 town ZBA FILE: 7926 NAME OF APPLICANT: Evan Giniger PROPERTY LOCATION: 315 Fleetwood Road, Cutchogue,NY SCTM No. 1000-137-4-14.1 SE RA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated April 9, 2024 stating that this application is considered a'matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation' dated July 29, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is,a 24,585 sq. ft. non-conforming parcel located in an R-40 Zoning District. The property has a road frontage of 75.00 feet along Fleetwood Road, it then turns northwest for 315.7 feet towards Eugenes Creek, it then turns 78.04 (along the tie line) feet northeast along Eugenes Creek, before returning 333.82 feet southeast back to Fleetwood Road. ,The property is improved with an existing two-story residence with an accessory garage in the front yard as shown on survey prepared by Nathan Taft Corwin, III, L.S., last revised August 6, 2012. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's March 8, 2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) resulting in an existing accessory structure located in other than the code permitted rear yard; located at: 315 Fleetwood Road(Adj. to East Creek),Cutchogue,NY. SCTM No. 1000-137-4- 14.1. RELIEF REQUESTED: The applicant requests a variance to construct additions and.-Alterations to the existing residence that would result in the existing accessory garage to be located in a side yard where a rear yard location is required, or a front yard location on waterfront properties. J A Page 2,August 15,2024 97926, Giniger SCTM No. 1000-137-4-14.1 ADDITIONAL INFORMATION: As per written submissions to the Board, the existing residence exists with a Certificate of Occupancy # 35901, dated August 21, 2012. The existing accessory garage currently exists with a Certificate of Occupancy#35902, dated August 22, 2012. Two letters of support were received from neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning'Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject accessory garage exists with a certificate of occupancy. Although the proposed additions to the front of the residence do not require variance relief, they will place the existing garage partially into a side yard. Since the accessory building legally exists in its current conforming front yard location on this waterfront parcel and,no changes are being proposed, the change in the technical side yard location will in no way change the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. Any proposed additions to the front of the residence would technically relocate the exiting garage into the non-conforming side yard,thereby requiring variance relief. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. However, the existing accessory garage in question already exists in a legally allowable front yard location with the benefit of a certificate of occupancy. The proposed additions to the front of the house will put it partially in the non-conforming side yard, although no changes to the subject garage are being proposed. It is financially not feasible to move the garage closer to the road to:retain its current conforming front yard location. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm'Water Management Code and the conditions of this board. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to the existing residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried,to GRANT the variance as applied for,and shown on the Site Plan,page S-1,dated March 27,2024;and Architectural Plans,pages A-1 thru A-10, dated February 1,2024, all prepared by Mark Kevin Schwartz,Architect. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void The above conditions shall be written into the Building Inspector's Certificate of Occupancy, when issued Page 3, August 15,2024 #7926, Giniger SCTM No. 1000-137-4-14.1 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application wiih public hearing before the Board of Appeals Vote of the Board: Ayes: M bers Weisman(Chairperson),Dantes, Planamento, Acampora and Lehnert.(5-0) Leslie Kan s Weisman hairperson Approved for filing //6 /2024 a '."• �'Y :.Ss' .s�., ..�'_ ,tea s=�=— ;, .� + +il....y,,r •,w ..ei 4 ' _` ,r,. 'a,�+��+ �� �jy�� " ��a'�'�}c.. 4 r, i +1 ,� �F,,�H�..[�l,•.c'• i �.AN BOARD OF SOUTHOLD TOWN TRUSTEES { • SOUTHOLD,NEW YORK PERMIT NO. 10687 DATE: DECEMBER 18,2024 ISSUED TO: EVAN GINIGER PROPERTY ADDRESS: 315 FLEETWOOD ROAD, CUTCHOGUE SCTM# 1000-137-4-14.1 ' AUTHORIZATION o Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in `L accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 18,2024, ,. 4 and in consideration of application fee in the sum of$1,250.00 paid by Evan Giniger and subject to the Terms I and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the t following: { �H Wetland Permit for the existing 1,047sq.ft. two-story dwelling and to construct a , F - 342.2sq.ft. two-story landward addition; remove existing front porch and construct a new 65sq.ft. front porch; existing 440sq.ft. seaward deck; existing 24sq.ft. outdoor shower; existing 360sq.ft. detached garage; and to establish and perpetually maintain a 25' wide no fertilization vegetated non-turf buffer along the landward edge of wetland , vegetation; and as depicted on the site plan prepared by Mark Schwartz & Associates, received on December 13,2024, and stamped approved on December 18, 2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, T; and these presents to be subscribed by a majority of the said Board as of the day and year written above. .' A�ipl ::� �. `f,e�;dei}�n'd'Xa Vdjlh�;.��is�'f.�cSl.3S�!rxTty 7,i,..SF."..�'� 'rQta�S�,.61.'"5':'4f�t'"'"S.r[ ,'�Sic�3['t'u"S'�S� v'�..d5£tT,�..i'1�3.7�`rhfuG�7�15zt'e'�b S;:fiS"fi r,7,1al.a:ru����✓1Gt;.t�.u't.'Q;d ice" xi "• °- 4.1wJ .•. �. 6 .� TERMS AND CONDITIONS The Permittee Evan Giniger, 315 Fleetwood Road, Cutchogue,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. 5/5a5 Glenn Goldsmith, President �OF so�fy Town Hall Annex Nicholas Krupski,Vice President ,`O� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora • �O Fax(631) 765-6641 ®ly0®U ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2392C Date: July 14, 2026 THIS CERTIFIES that the existing 1 047sq ft two-story dwelling and construction of a 342 2sq ft two-story landward addition;removal of existing front porch and construction of a 65sg.ft. front porch; existing 440sq ft seaward deck,• existing_24sq ft outdoor shower; existing 360sg.ft. detached garage; and establishment of a 25' wide no fertilization vegetated non-turf buffer along the landward edge of wetland vegetation, At 315 Fleetwood Road, Cutchogue Suffolk County Tax Map#1000-137-4-14.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 8,2024 pursuant to which Trustees Wetland Permit#10687 Dated December 18,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 1 047sq.ft. two-story dwelling and construction of a 342 2sq ft two-story landward addition,• removal of existing front porch and construction of a 65sq ft front porch; existing 440sq ft seaward deck; existing 24sg.ft. outdoor shower; existing_360sc ft detached garage,• and establishment of a 25' wide no fertilization vegetated non-turf buffer along the landward edge of wetland vegetation. The certificate is issued to EVAN GINIGER owners of the aforesaid property. r DR E C E 0 W E Authorized Signature JUL 1 4 2026 nLir Building Department Town of Southold M NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov NO PERMIT NECESSARY & NOTIFICATION OF ENDANGERED SPECIES JURISDICTION gM r—� -� October 16, 2024 `( Evan Giniger OCT 1 8 2024 230 W 781h St Apt. 96 7 . New York NY 10024 Re: Application #1-4738-03993/00005 Giniger Property—315 Fleetwood Road Cutchogue SCTM #1000-137-4-14.1 Dear Applicant: The New York State Department of Environmental Conservation (DEC) has completed a review of your proposal to construct a 2-story addition to the existing residence, a new porch and install drywells. All proposed work is located greater than 75 feet from the Tidal Wetlands boundary and conforms to the Tidal Wetlands Development Restrictions under 6NYCRR Part 661.6, as shown on the site plans prepared by Mark Schwartz and Associates, dated 2/1/2024. Based on the information you submitted, DEC has determined that the project is listed in the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661.5#50) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25)of the Environmental Conservation Law. Be advised, any additional work or modification to,the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. In addition, DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB) (Myotis septentrionalls), a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take" of these endangered species within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid an Endangered YQRK I Departmentof TATE Environmenta, conservation Page 1 of 2 i Species "take" or the need for an incidental take permit, no tree cutting activities can be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, vG� Kevin A. Kispert Permit Administrator cc: BMHP Lisa Poyer File Page 2 of 2 SIrE DATA CIO B �I 7 SBT1a5 E �G N 65'68U3'£ a fl56' C V .l4 (� a •m. w. .n. — —'p T k STORM WATER MNN EMENT DETA�LyS t~ T ,� LFA 4LC.ni,AT�ONS� 6 PROPOSED SITE PLAN scuEr-zaa ,�„ / �W ig H 1 SKY PLANE M s esvo'oolu is. FLEETWOOD ROAD S-1 O�oS�fFO(,�c BUILDING DEPARTMENT- Electrical Inspector .TOWN OF SOUTHOLD o =` Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 amesh(@-southoIdtownny.gov — seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �•'� �G���f2�� Electrician's Name: /5�/L-7� r�s3�L, License No.: 94 Elec. email: ,g . Elec. Phone No: Qgr5�,,6jV-- l request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: VO Address: Cross Street: PEW GIA-574 VC Phone No.: Bldg.Permit#: email: �3�v Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE F OTAGE (Please Print Clearly): �► rr�n� �s¢� Square Footage: < soo Circle All That Apply: �� Is job ready for inspection?: ❑ YES 2NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[]service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame n Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION re c� 1.1.,o03c� fl CK aq� TWIN FORKS 288 E. Montauk Highway PERMITS Hampton Bays, NY 11946 631-644-5998 info@twinforkspermits.com February 1,2024 -Via Hand Delivery- � � Michael J.Verity,Chief Building Inspector V Southold Town Building Department U 54375 Main Road PO Box 1179 F E B - 1 2024 Southold,NY 11971 RE: Denial Application Review Request s,ag ;t..,1 Owner:Evan Giniger 'tOYJn Q ;.;,,_.:`°?c' Situate: 315 Fleetwood Road,Cutchogue SCTM No. 1000-137-4-14.1 Dear Mr.Verity: Please view this letter as a request to review the application for a proposed addition to the exiting residence for the property located at 315 Fleetwood Road,Cutchogue(SCTM No. 1000-137-4-14.1). We believe the addition has been designed to avoid the necessity of a wetland permit(greater than 100'from the wetland limit)and ZBA variance (meeting setbacks and pyramid). In support of this request,the following materials have been enclosed for your review: 1. Application fee in the amount of .00,check issued by Twin Forks Permits; 2. Building Permit Application;and I a 3. Proposed site plan,floor plans and elevations as prepared by Mark Schwartz&Associates. Please review the enclosed materials if you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, R)qt— Lisa Poyer Principal Planner r 7 REVISIONS: mcmmm (AUG 21 2024 flo,o BOARD Df-APPEAI S o O o i'---i 9 W a ® ® z 0 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" �D o O p w o z W w L`7 w � w x e M U 0 F/-rr_--_-��� dH11x o o � P4 ?, "*' � � .52 Li Lj m U 4 I IQ 1 N o (o w n s=_ _ 1 1 1 1 ' le nne W 1 'I I / \ ♦ Fri U 1 1 1,1/ / \ ♦ O LA I L _ ♦ vJ / N 1 =_1 1 , \I Bldg Dept cagy from 8A Final reviewed doqxrA me � ZBA Flle# fZQ V� Date: EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" ow + � T9Y�- '�..;''�`;"c'�.r• DRAWN: MH/MS SCALE: JOB#: =►'" �,t•-,.!'° 2/1/2024 SHEET NUMBER: A- 1 REVISIONS: IIH W O i--i Fn-�I PROPOSED EAST (ELEVATION SCALE: 1/4" = F-0" �D c o 0 A oo W w 0 w x M U 0 N� CC v G n c° M � of rn v a v � � � ° `�° u7 9� .� \ 0 H x„ Ri .r cu Lo V � v N � w3 w V O N L dg Dept cu�y from ZSA Final reviewed documents EXISTING EAST !ELEVATION SCALE: 1/4n — 1 -0 n DRAWN: MH/MS - 4�. SCALE: JOB#: @�A• 2/1/2024 SHEET NUMBER: A-2 REVISIONS: z O 100 z FliH h--I PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" � � o A � w � H U 0 N � G O n c� p 4 LoU TO z �n s~ w O s� N Bldg Dept tiny from ZSA Final reviewed documents V ZBA Flle t `Z`��(� U1 Data: fYr EXISTING WEST ELEVATION` , . ��'► SCALE: 1/4" = V-0" ��,• * DRAWN: MH/MS SCALE: 1 JOB#: 2/1/2024 SHEET NUMBER: A- 3 REVISIONS: DECK DECK DECK 1 0� ' DW � I 1 1 I 1 rT, ' KITCHEN N , 1 I 1 1 BATH O � j� e e O, O ° -- 1 1 O, O 1Q 0-- LIVING ROOM 1 LINEN 1 DINING Z I ,R O 1 I I --- --- - ' •-------- I ( I , I , __ ____ _ - MASTERBATH S - - - - - - H QUEEN ----- -- 0--- AC UNITS UTILITY L-- ---- ---- - I -------- I - - MAST BEDROO ROOM • e ' ---------- 0 ; 5 1 I I 1 ' BEDROOM o. 2 "" -" - `-------- --- - ENTRY N -- ------- BA H No. 1 ----- " A ' BEDROOM d O O 1 I � 1 ' O 1 1 I 1 O 1 1 I I W W w F TEMPERED i� ii rM1 W �OJ I11 III �,/ Laz.l x III I11 PORCH U III III � III 111 M 1 1 I f fillV I I I •-- U ---__ _______________ O N v _ m 3'.0" o u EXISTING 1ST. FLOOR PLAN EXISTING 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" o o SCALE: 1/4" = 1'-0" w v it 1 , C'4 y 1 1 >~ 1 o w 3 1 1 I 1 1 , I , 1 1 1 I I 1 1 1 r^ 1 1 vJ 1 1 w 1 1 1 , ►r ' � V ' O1 1 ----------------------------- Bldg Dept copy from Z5.A 1 1 1 , 1 , 1 1 1 1 1 1 ' I Final reviewed document 1 I 1 I ZBA File# `7 Date: / / 1 1 I 1 I 1 I 1 I 1 1 1 rV^ I I 1 1 v I 1 1 1 I I 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 10'-01, t �+ DRAWN: MH/MS O F'off' SCALE: f`.ry'`` `-' JOB#: 2/1/2024 SHEET NUMBER: A-4 REVISTONS: I , I , I , I I I I I I I ----- ----- ---- 1 I I 1 I I I I =---__i / _ I ♦ I -- ---- 1�-C ----- ---- -- --T--------�- / /,/'i I I I I I I ;___ ___________'\`\\\'♦� I r --- --------- _--------------�- EXISTING DECK -- II 1� 11 1; II 'I 11 t, II II rl 1 it ,I 11 a' ,1 ,1 11 ,I II ,I II ,' II ,' II till!—-- -.__—__—_.,_It 1 DWFE17E 1 i II I I I 1 q / a II I I I } 41 , I ' EXISTING KITCHEN EX. LIVING / DINING / 1 - I f 1 , I I I i „ 1 I 1 1 I I I I G =--t=-----------2_t:-- --_=_tS=------t_--_--_- ` ]]]]r'--•"-_'-_G__-�---LAC-C�ittCtCiCCC,Lt- _ _ ._ _ a• e 1 �� , s 1 la,e , f• I e e e e l 'ift r A 1 4 q " " m •tVe 1 1 1 DEN 4' EXISTING ___-____-- ;o FORMER BEDROOM No.2 1 O EX. UTILITY AT No. 1 '^ 'ROOM % F—I 3 Z V I I IIII ;�IIH,; O W 31- 9'-41/2" 1 ' ° RE-FRAME EXIST.WALL n 1 e r M A ACCESS .� o-r—., - '- n- ......__.. T._,'____ n.,,. •«.._. y,-._ ----n _...-w-_w.,.._ T _ r .. - ---- ---------------- _--.---L__jj 'UR Illlr a , v w x Lu i .I -�-•- - ._ .. '.h--- -II . - .. - ♦nr I�-�- I - III11Y ` ,. ., ..., .. .. i- ., .. - i -� I �".� Irr--��a W 'iT �-+ : IIII r I S' °I 1 V w- a _ S �- W 4 I 3�6"yy�6�0" Itl l' rl Ar Ir IM'`� HALL �' H W R 4 > A 11111 I �\ I LA PROPOSED IIII; ; j , e ,+ I I I IIII�„ A If I I _`a. PROPOSED 2���m i L,_:. N a -- - - �- BATH No. 2 0o I ItIIA / _ ..._.__ _ . ENTRY d' IIII FAY_ ._- __, A �� " a 2r_6rr : I p____ uta� _r TT .. z e - ��� t - _3 CRAWLSPACE______________ D+ z L ® QUEEN O : i -II " A IIII _" s IIII A�\' it am � i'�m.^ ras IIIIy^ Q II11 . 11 - < �ii//11,r•Qn , ^ r p L •o_„,_ r. A v 4 .�,v a•�-,_. li � N G1 • --- 911 = POR H CD _ I ; ' '� m o 1 x o/ 1 OI Y 11 A ' S i YH W ++ 00 Ln El PROPOSED 114 BEDROOM No. 2 ----------- " ` �a In U �. -—----------- — iLn __ _ _ 0" 61-101/211lo 1_0r i r 1 1 1 , e a ' 4'-8'/411 4'-01/411 7'-611 71-611 ; ; 8'-8'/211 15'-0" 1 a EXISTING ; 10'-81/2"± 8t-8'/2" 15'-011 ` " 2 3'-8'/2" E-I GARAGE i i 1 I i i; PROPOSED ADDITION u / 1 O I 1 1 VJ e , A i _ _ --------------- ---------------------- ---- Bldg Dept copy from ZSA Final reviewed do umwitt �m1 1 ZBA File i �cj Date:�/ / I PROPOSED 1ST. FLOOR PLAN PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-011 SCALE: 1/4" = 1'-0" - - - -- - - -I..>p__- Y__w--_ d f}y '4 Y •� DRAWN: MH/MS SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-5 REVISIONS: ------------------ ---------- ------ ----- ---- -------------- --- ------------- EXISTING DECK - - EXISTING DECK - ---------------------- F Pt BATH No. 3 I/ ° i '1 I+ F r 1 IR � e O / EXISTING LOFT 1 PRIMARY BEDROOM - ------- ----- -- (ENLARGED) LINEN FFF--111 31. 3/4" IT-11/2" 0 z C? o f ---- Li i 0 11 bN -----------—--- —--------— ----------- 91-8t' ------------ EXISTING WALK-IN p o Em BEDROOM No. 3 1 CLOSET ------------ ----------- -- --------- -- ---------- L BLT.N DESK(TBD) C 31-4" ------ 6_'-11/2' 3' 1 ---------- -01 t 6'-1"i2-------- ----- ---------------- -------- -----------1� -------- loo 0 o 6 N _ A SH ER ----- ------ - IMARY ATH 5 (.� c --------- - ----------- U 101-311 30X30 30X30 SKYLIGHT SKYLIGHT II + u 7 72'- I 42" 30X30 30 X30 Ln SKYLIGHT 0 SKYLIGHT FREE STANDING CN T ---------- ATTIC ------------------------------------------ TEMPERED CD AW251 I1'-101/2" 51-5" cn 'o 17' 31/2" lie 6t.211 o Lo tn 5-6"CLG HT tt 00 c' ------------ ----------------- v 7 7 7 7 7 ZZZZZZ= z 7777777771 m x 16" .2 AW251 Lo u CH cf) — m 71-611 71-611 81-911 151-011 u 0 PROPOSED 2ND FLOOR PLAN 131;9 Dept—copy from ZSA SCALE: 1/4" V-0" Final reviewed doconmots ZBA Fib/aa le -7-)P(o u —t_PROPOSED ROOF PLAN U) SCALE: 1/4" V-01" ----------------------I----- -------------- PIN DRAWN: MH/MS SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-6 REVISIONS: 0 Generated by REScheck-Web Software 1-3/4X14 ML RIDGE�r Compliance Certificate 2 , 2 (3)9-1/2 ML (2)2X8 /i (2)2X8 VALLEY _ % EXISTING Project GINIGER — ' 1-3/4xI,4 ML RIDGE, 2X8 CJ @16"OC Energy Code: 2018 IECC Location: Cutchogue, New York lo Construction Type: Single-familly xc RF PRIMARY Project Type: Addition o ° BATH ,i �� a, , PRIMARY BEDROOM Climate Zone: 4 (5572 HDD) �, Permit Date: 00 /i Permit Number: O LI/ L/ / Construction 5ite; Owner/Agent; Designer/Contractor; O Ll 315 FLEETWOOD ROAD 0 CUTCHOGUE, NY — _ _ — 3/4 SUBF OOR EXISTING ISTING INSTALL NEW 11-7/8 11-7/8 TJ1230 FJ @16"OC INSTALL NEW 11-7/8 ML UNDER WALL :1 ae ML UN ER WALL HALL DEN Compliance: 1.9°%Better Than Code Maximum UA: 104 Your UA: 102 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 0 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 10 1 O E� BEDROOM No. 2 LIVING ROOM Envelope Assemblies W FINISHED FLOOR 4 "� ' toi;1,: . wig ' ' i d' T MATCH EXISTING FLAT: Flat Ceiling or Scissor Truss _ W 216 30.0 0.0 0.035 0.026 8 6 — _ _ — DBL 2X6 PT SILL PLATES(VIF) 3/4"SUBFLOOR CATHEDRAL: Cathedral Ceiling 126 30.0 0.0 0.034 0.026 4 3 w/SILL SEAL,TERMITE SHIELDT � E � VT EXISTING SKYLIGHTS: Metal Frame w/Thermal 6lreak 11-7//8 TJ1230 FJ @16"OC (2)11-7/8 EXISTING F--i SHGC:0.26 13 0.440 0.550 6 7 a .. Zj 1ST. FLOOR:Wood Frame, 16"o.c. 522 20.0 0.0 0.059 0.060 26 26 ;t TOP OF SLAB TO 2"CONC.SLAB �� EXISTING EXISTIN 8"PC WALL b•BE FLUSH WITfH GRADE 6• 6 DAMPPROOF Door: Solid Door(under 50%glazing) 21 0.280 0.320 6 7 �.p• . DOUBLE HUNG:Wood Frame M e •, a ..• SHGC: 0.31 60 0.300 0.320 18 19 AWNING:Wood Frame 16"X8"CONC. FTG. O SHGC: 0.34 8 0.270 0.320 2 3 (2)#5 REBAR E__1 2ND. FLOOR:Wood Frame, 16"D.C. 256 20.0 0.0 0.059 0.060 15 15 AWNING: SHGC: 0 34oc1 Frame 7 0.270 0.320 2 2 ,4 CROSS SECTION A Q FOUNDATION-1ST FLOOR:All-Wood Joist/Truss 342 21.0 0.0 0.044 0.047 15 16 3 SCALE: 1/4" = 1'-0" 11/4 11/9 11/2 LAV UIV 11 1H_ SH 2 2 C.O. 1/4 1IH 3 Project Title: GINIGER Report date: 12/08/23 Data filename: Page 1 of 2 #42 4 W 3' PLUMBING SCHEMATIC 0. FAIL O >' SCALE: NOT TO SCALE Ico. o O 1-3/4X14 ML RIDGE W W Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other , calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in slope I/4"PER FOOT PITCH TO DRAIN TOAraoveD REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. TRAP MOUSE SEPTIC SYSTEM Name-Title Signature Date M 2X8 @16"OC U 12 03�1 12 w O pp O® Oe O® z" ® Q 02" o � N v G m m 1v o om v U —_ O OO e e ®• ® ® — - - — 3/4"SUBFLOOR _ w 11-7/8 TJ1230 "FJ @16 OC -� 4 U FASTENER TYPE: SPACING: v \ No.8 WOOD-SCREW � — SOLID BLOCKING p BASED ANCHOR WrrH 16"OC SOLID BLOCKING �� �q 00 21n.EMBEDMENT LENGTH UNDER WALL(TYP) UNDER WALL(TYP) p No.10 WOOD SCREWS o cce 9 ^!� BASED ANCHOR WITH 16"OC ^ + 21n.EMBEDMENT LENGTH U 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC "' <u 21n.EMBEDMENT LENGTH O O ® • Cc ® ® O W 0 Cn 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) ® ® ®® Cc 1=j L:J 1/2"APA RATED SHEATHING GRADE PLYWOOD H (ALTERNATNIVE:7/I6"O.S.B.) 3/4"SUBFLOOR — _ _ — DBL 2X6 PT SILL PLATES(VIF) ® ® ®® CS ® 11 7/8 TJ1230 FJ @16"O w/SILL SEAL,TERMITE SHIELD 0 - - - 3)11-7/8ML (!J FASTENER TYPE: SPACING: 2X4 DF#2 2"CONC.SLAB T� DAMPPROOF No.8 WOOD-SCREW ® e WALL BASED ANCHOR WITH 10"Oc O STUDSTOP OF SLAB TO 6• BE FLUSH WITH GRADE WINDOW SILL 21n.EMBEDMENT LENGTH [� TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC •' A F�-� PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH — - - — op THAN 4 FEET 16"X8"CONC.FTG. 1/41n.dia.LAGSCREW (2)#5 REBAR Bldg Dept cony from ZSA BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH O ® U Final reviewed documents ® ® � ® ® ZBA DatoFl�/ 1 S9 02 PANEL SPAN GREATER THAN 4 FEET �TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: CROSS SECTION B 2•2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 6"OC SCALE• 1/4n = V-01� AND THAN 6 FEET OR GAL DR NUTS @ 2'-0"O.C.BOLTS W/WASHERS 21n.EMBEDMENT LENGTH No.10 WOOD-SCREWS re TYPICAL MULTIPLE OPENINGSBASED ANCHOR L 9 OC EMBEDMENT ENGTH 2 PANEL SPAN GREATER THAN 6 FEETn.dia.LAGSCREW AND EQUAL OR SMALLER 1/4I Q BASED ANCHOR WITH 16"OC THAN 8 FEET 21n.EMBEDMENT LENGTH WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL aYr AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING DRAWN: MH/MS Y' , ." WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO JOB#: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL ..,,,,,r ,,..,.*P 2/1/2024 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SHEET NUMBER: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 7 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. N, KING STUDS • • RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 • 0 RIDGE LEDGER • • BATHTUB • • HEADER DOUBLE JOIST SIDEWAILL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAPI APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APIPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE Z HE FLOORS TO EACH OTHER W/ THREAEEIROD.j ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC O I� WALL STUD Q� THROUGH-ROOF EXHAUST (��J VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL F--1 CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS VENTILAMAINTANTAITION WOOD JOIST SIDEWALL FLASHING FOUNDATION - TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER CIO STAFPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST /AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A - FASCIA -� BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER M--•� INSTALL 4'0" O.C. �,• SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD n ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. I--� INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIIPTION APPLICATION SOFFITED EAVE H AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12' RAFTER RT20 21-1/8' x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL op pp ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT / MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES NAILED TO SHEATHING THROUGH VENT WOOD JOIST O O Q TOP PLATE GIRDER/HEADER rw SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC `J AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD M-•-I W `.C" FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION �rh�-� ~ 4" - &" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATIONPRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U RIDGE VENT FOLDS ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. CONFORM TO SLOPE / 8" - 1E6" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHGOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD I v SUBFLOOR SILL GASKET WOOD JOISTS ' NEOPRENE -,� m ti o TYP. CONC. FOUMIDATION ^ CONC. SLAB •• GASKET . ' 2x6 /2x8 CONTINUOUS WOOD PLATE o� +� DAMPNC. F EXTERIOR 6 MIL. POLY ° V*i % ` I BOLTED TO STEEL BEAM WITH o m o �, GRANULAR FILL , , , , o� In 6MIL POLY ON EXTERIOR �•n `� ; 1/2 " DIA. BOLTS ® 48" o.c. STAG. o. k� ° V oa STEEL COLUMN lowI `� x p tt o, •� ° C ROOF JACK \� ��� n u STEEL BEAM ,n I V CONC. SLAB ' '� ° I o ° v ANCHOR BOLT EMBEDMENT: I I �� � ° COMPACT FILL POURED CONCRETE: 7" .` I p 0 ` 4" x 1/4" x 8" STEEL p ti o Q BLOCK WALL: 15" TOP AND BOTTOM PLATE u •� V i l i ° h o ROOFING LAPS V a s I 0 ^ FLASHING AT WITH 1/2" x 6" ANCHOR BOLT p n tea; KEYWAY FOOTING o A C USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT °` U ,o cn ° n 4 CONC. FTG. '0 D'o G o ANCHOR BOLT CONNECTION '� • a u a ^ 1. : 4 (USP LB PS58 OR B P583) N cu 1 1 3" STEEL COLUMN o W p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 1 I 1 .p DRAIN TILE p ANCHOR BOLT CONNECTION SUPPODRTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 SITORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION 2 STCORIES 36" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION / ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U O I r SUB FLOOR � CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE I I JOISTEmu( N COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB Fitdg Dept copy from 7,9A W/ 6X6 WMM I ( SLOPE FIna1 reviein+ed docum�ntt + P.T. PLATE 4"DRIVEWAY — . NOTCH JOIST AND ADJUST HEIGHT ZE?A File `7�j a(P u ' 1/2" AIR S ACE < I < a ° (WITH A NAILING PLATE IF NEEDED) Dats; $/ 15 cn AT END AND °' • ° TO BE APROX. 1 2" OR HIGHER THAN • C�Zt ES OF WOOD n� a ° ° ° o STEEL BEAM TO ALLOW FOR SHRINKAGE GRADJE ° =__n__s___«__r__i r, BEAMS ° o (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ° - e - - �•e - �. ° ='1j o` D o I —II—ITI=1T� 12" • o 'o D ° - 4 ° —LLTr SUB FLOOR ^ �'� �'� �'� ° ��NOTCH BEAM FOR MULDSILL IF REQUIRED -- MAXIMUM a „ o 111—I r •`� 4 • REINFORCING BAR o NOTCH EQUALS 1/4 DEEPTH OF BEAM 1� ° D o� OIST • D •>t REINFORCING BAR o s 1 d a o DRAIN TILE I•t--�1 ° d a SHEET METAL / 30# FELT UNDER BEAM AT POINT ' 1A laa � �s ° _I' STEEL BEAM 12" OF CONTACT WITH CODNCRETE OR CONC. BLOCK _ _III—tfF—�_1TI-1is Qp °a a 3+ PLATE (BOLTED TO BEAM) . TYPICAL CONC. MONOILITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. .,, „ SHIMS TO LEVEL BEAMA REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. c _' A DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ' ,� a .. tm, SCALE: BEAM POCKET '�. ``' JOB#: F° it 2/1/2024 *� SHEET NUMBER: .-+.. A- 8 REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN R E LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED N HAZARDS 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS, MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber, Z_ All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS M2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WI1TH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION( LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. O STAIR RAJLING ILOCATIONJUSI)NUMBEF DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER /LEDGER ALL OPENINGS LSTA12 1-1/4"x1 4 . Deck to have blocking) 1 g2"20ga. STRAP APPLY TO EACH JACK STUD at 8'0 o.c.. M '� ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM w 6). Concrete piers shall be a minimum 6"above grade. [t HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE Z BALUSTERS 0 RIM/DECK JOIST HANDRAIL NOTES: F---I 0 OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types I--•1 or provided equivalent graspability. Q�-•� HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an raj RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATIION outside diameter of at least 1-1/4 inches and not greater �+ ALL HANDRAILS SHALL BIE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT IEACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAIN 1-1/4"NOR MORE THAN 2" IN CONNECT TO RAFTER TO IPLATE POST-TO-DECK CONNECTION 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 rT� inch within 7/8 inch below the widest portion of the F-�I 4" DIA.MAXIMUM GIRDER/HEADER 0 profile.The required depth shall continue for at least 3/8 A inch to a level that is not less than 1-3/4 inches below the O O tallest portion of the profile.The minimum width of the O >"' GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a A ° maximum of 2-3/4 inches. Edges shall have a minimum xj C) JOIST POST/COLUMN o ° ° radius of 0.01 inches. o `O POST/COLUMN W W NAILING SCHEDULE M w x GIRDER/HEADER ROOF SHEATHING: —+ UU JOINT DESCRIPTION NAIL NAIL NOTES IU" M U QTY. SPACING POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLIICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO I EACH COLUMN DECK/PORCH RAILING 6 ROOF FRAMING: LOCATION USP NUMBER x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO I EACH COLUMN DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION NAIL JOIST TO GIRDERMEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR APPLY TO I EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMO11, EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER o CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL c TO TOP PLATE 10'WALL: 4-8d COMMO JOIST u CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o STU` BEARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL C" M 0 r CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE r-' Q, u GIRDER O X 0 ;:�, . • OVER PARTITION WFCM-SBC LAP NAIL w ;e . • COLLAR TIE AS PER TABLE 3.4 EACH FACE v TO RAFTER WFCM-SBC END NAIL00 ° WOOD JOIST ' BLOCKING EACH TOE 0 ;':.; ' •. > 2-8d COMMON .� TO RAFTER END NAIL '• y », RIM BOARD EACH END Ln Ln U LEDGER. I I "; 3 TO RAFTER 2-16d COMMON END NAIL °` - o GIRDER/HEADER I l �, CONCRETE PIER �° WOOD JOIST WOOD JOIST :: :.-• ••'> • N o w • '' __" 1 " `"• WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES ':{T;••::;_:•�' ;, FLUSH JOISTS WITH HEADER/GIRDER //����. ;; —.``•ll DOUBLE 2x TOP PLATE TO 2 -16d COMMO PER FACE NAIL `Cr ""'►j =�7° (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION W ITOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. (USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA. SIDE NAIL � IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS ROD I STUD TO 24" FACE U TO ALLOW FOR SHRINKAGE. : (2) BEAMS PAU44 OR WE44 POST BEAM ANCHOR APPLY TO EACH PIE STUD 2 -16d COMMONO.C. NAIL V REQUIRED.......:....;;:.II O i (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE FOR STU .•(;.... HEADER TO 16"O.C. FACE ... HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOP I PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. ? BOTTOM PLATE TO: E' • �:: ♦••••••••THREADED ROD PER N PIECE OF SIDING BELOW I ° ; ; FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL END JOIST OR BLOCKING 1/2" DIA. LAG BOLTS W/WASHERS `••••"'• CNW COUPLER JUT Cild De "" 9 A.c;,�y from ZSA Final reviewed doc CONNECTED TO BLDG. @16"OC STRINGER 1' - r r �, ::•: POST DECK FRAMING: um�ntc @16" C 3 MINIMUM ZBA File� -7 dlo. (2)THRU• ` .7%" . � END DISTANCE JOINT DESCRIPTION NAIL NAIL date: / /� /� Bogs :a•........, NOTES L =.` QTY. SPACING PB44 POST a �,, ;:4,.• •'''• p JOIST TO:41 4-8d COMMONPER TOE "dia. FLOOR FRAMING ANCHOR u D PIER i6°TREAD •°� • ... ' .•.• MINIM LPM s SILL,TOP PLATE OR GIRDER JOIST NAIL �., 2x JOISTS °•° END¢F r1 NCE BRIDGING EACH TOE •o'• •��!'' 12"x12"xl2" . >„ �' TO JO15T 2 -8d COMMON END NAIL GRADE o ^ !°b • t •o +ti�'O. CONCRETE FOOTING 2 - d COMMON q CONC.SLAB g4 •' r v � v � v $' '� c v BLOCKING 8EACH TOE 'e• (AS REQ.) '4 .p• 1••�..... :0 :•"•r n n BLOCKING FOR JOIST HANGER o a°dla. DECK PIER y TO JOIST END NAIL t LAG 13OLTS •p a ,p �, CONC. ;9 PER PLAN BLOCKING TO: EACH TOE `�- �� 3'-0 a PIER 3 -16d COMMO n HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL •` RIM JOIST/BD. o ' v'9� �a9' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE ,, \ DECK POST FTG. CONNECTION 3-16d COMMO �.; DRAWN: MH/MS INSTALL AS PER MANUFACTURES RECOMENDATIONS TO BEAM JOIST NAIL 4 a s a a LOCATION USP NUMBER DESCRIPTION APPLICATION �f SCALE: JOIST ON LEDGER 3 - Sd COMMO PER TOE 8d JOB#: 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL � b _' DECK/PORCH LEDGER2 CONNECTIONLEDGER2 CONNECTION 2/1/2024 6X6 POST PAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH FOOTING BAN JOIST 3 -16d COMMO JPER OIST END � ' SHEET NUMBER: TO JOISTNA BAND JOIST TO: PER `� ; aF r 2-16d COMMO TOE NAIL y!-s.• SILL OR TOP PLATE FOOT A-9 REVISIONS: GENEwKI' AL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF) R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federail, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360 should be adhered toeven if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) BS CEILINGS (GYPSUM) U240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall flake precedent over scaled drawings. RIM BOARD EACH END ( (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 � First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 O responsibility for conistruction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTIOIN QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 [--� precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE �aI 6). The General Conitractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE �+ or exceeds manufactiure's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: Q attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Con HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.ttractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS such as bookcases, shielving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Q� in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION � 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Z 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Q FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 [-a 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD ►---+ floor(s) above typical grade. FLOOD intended theights of finished floo 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAM/IING. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2),. All footings to rent on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 6 SEVERE 3 FT. 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON masonry g SILL, TOP PLATE OR GIIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 tre-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO:! 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) �P anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD w 6 maximum lifts (layers). P p g � along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 O every sq. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 5 8x-16 cast iron foundation vent for eve 150 ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER- 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END �1^ the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL w V a 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, w C7 BAND JOIST TOi: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 v, U FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF I.� 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. M For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U 1). All framing techniiques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL !g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING . Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise rooted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3;). Floors, walls, ceillings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 15d COOLERS m - 0) ° Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 °` F .� ; 6). Concrete piers shall be a minimum 6 above grade. o m ^'•� openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SH EAIi'HING: M °o .E openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES 0 w 0 M openings between 4"1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 04 U l and blocking where applicable. QTY. SPACING � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall F ° 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 18d COMMONWFCM - SBC ) g g q PLUMBING NOTES be used. anchors where applicable to all connecting joists. „ 7/16 OSB 3 O.C. EDGE � U E6d COMMONON 6). Double up floor jjoists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N v v Floors to have cerarmic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. w WALLBOARD _5d COOLERS 10 O.C . IELD 14 a on plans. 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"' thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g FLOOR SHEATHING: EARTH I N G other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8,1. Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING w state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. E-+ Where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q' 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) U HVAC SYSTEM NOTES 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF U NYS Residential Code R302.11 -FIREBLOCKING REQUIRED O under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NI OTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONILY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements; are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathiing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at thle panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center att the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Bldg Dept copy from ZSA 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. Final reviewed ocunwts ELECTRICAL NOTES shear capacities, nailing; requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 2RA File ak'7 oZ(P adhered with PL40d adhesive and screwed to floor joists. Finished floor to be installed members shall be doublled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Date: S/ 15 over subfloor as per manufacture's instructions. such as shear plates, shall) be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"TESTED BY ALIFTS P OF(TYPICAL). PIONA AGENCY FOR COMPACTION.CTOR TO HAVE FILL 4)flame and openings around products of combustion.and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated rnumber of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. Fa to be reduced tol - 16d snail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14•). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or �'� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. , DRAWN: MH/MS • SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G `° JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP ; , ` ` '. 2/1/2024 AND BASES.USE WITH FLASHING CAPS TOi COVER TOP �'�• 'QED � � ' SHEET NUMBER: A-10 REVISIONS: SITE DATA PROPERTY: 24,585 SF 0.564 ac PROPERTY WETLANDS: 2089 SF BUILDABLE PROPERTY: 22,496 SF 0.516 ac ESTIMATED AREA OF 2000 SF - GROUND DISTURBANCE: G AREA LOT COVERAGE: FLOATING DOCK EXISTING: HOUSE: 1,047.4 SF 4.66 N 77022'26" E DOGy' 29.74' PORCH:DECK: 440.2 SF (REM1. OVE] S 87040'57" E O.D.SHWR: 24.0 SF 0.10% 0 1 11 N 65 48 03 E 8.54' Y DETATCHED GARAGE: 360.0 SF 1.60 p WOOD TOTAL: 1871.6% 8.32% 3 9.7 6' p BULKHEAD AP R UED S [Ep K DESCRIPTION: AREA LOT COVERAGE: DATE' �'f �P�ER 91� WOOD B.P.# / ��� `o*�q ZI091200 RAMP G ♦, PROPOSED ADDITION: 342.2 SF 1.52% ��` -2- PROPOSED PORCH: 65.01 SF 0.29% FEE � 8Y: ���♦ ♦ NOTIFY BUILDING DEPARTMENT AT �.♦ TOTAL: 407.2 SF 1.81 3' 631-765-1802 8AM TO 4PM FOR THE ♦ � •FOLLOWING INSPECTIONS: ♦ I. FOUNDATION! TWr- DoCK pR� , EDGE OF COMBINED TOTAL: 2,278.8 SF 10.13% Z FOR PO'r�SF f:(�C : K? N�Ip�OROI i / B LAWN 0 Z. ROUGH- FPA:AjINu 3 �`��'L I��,f_ET THE LAWN & INSULKfION -2 s � METES AND BOUNDS: SURVEYOR: NATHAN CORWIN ~ - - s 4 / , / - _ [� �- SCTM: 1000-137-04-14.1 E COMPLETE FOR C.O. ; 4. FiNAL-CONSTRUCTIOf�P,lJST - - - � � / EDGE OF- _ STORM WATER MANAGEMENT DETAILS ALL CONSTRUCTION S!-1 / DATE SURVEYED: FEBRUARY 12,2009 / ,`�,� ELEVATIONS REFRENCE: NAVD 1988 Fi"1 REQUIREMENTS OFTr'E CC)J� OF MEW / 100%RUNOFF AT DRYWELL DRYWELL YORK STATE. NOT F;F!3'0O BSI (-E FOR _ LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: ZONING: R40(NON CONFORMING) DESIGN OR CONSI AUCTON ER=tORS 00' NEW ROOF AREA: 600 SQ.FT. 100.2 CU. FT. (1) B'dia.,3'deep 126.8 CU. FT. FLOOD ZONE: AE 6/X � � M m / GEA CALCULATIONS / OGEE GUTTER-STANDARD 5°Noyes: LOCATION: AREA: PROPERTY: 24,585 SF COMPLY WITH ALL CODES OF / 1).A).EXECUTION: WETLANDS: 2,089 SF Z NEW YORK STATE&TOWN CODES / A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O AS REQ IRED AND CONDITIONS OF I 2).PREPARATION: BUILDABLE PROPERTY: 22,496 SF 7p / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. �....��•.�•.•.1111��// SOl1THOLp T04'�LDA - I / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR EDGE OF WETLANDS FLAGGED BY / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. (280-207d)GIFA PERMITTED: 3,599.6 SF I� S/11 ITI 1I` TWINFORK PERMITS ON AUGUST 14,2024 I C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �01T1t / METALS WITH PROTECTIVE BACKING PAINT. ccv JVV I n�IW T0��TTtUJTEEJ' 3.INSTALLATION: IY �I � � , I EXISTING 1ST.FLOOR: 1,047.4 SF A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. / EXISTING 2ND. FLOOR: 996.9 SF N ,Y,S,DE:C 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. TOTAL EXISTING: 2,044.3 SF \ - a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. -VAgn B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT PROPOSED 1ST.FLOOR ADDITION: 342.2 SF ' r•"'-' CONNECTORS, / \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL PROPOSED 2ND.FLOOR ADDITION: 342.2 SF CONNECTION WATERTIGHT, _ TOTAL PROPOSED: 684.4 SF DRY WELLS TO BE 10'MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. - - 4 AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. TOTAL GFA: 2,728.7 SF 0, O O O C O p I \ W ZONE qE(EL 6) «CCUPANCY OR ZONE _ v U I � USE !S UNLAWFUL I EX. M x WITHOUT CERTIFICAZ E E . I ISTING DW DECK I � OF OCCUPANCY I EXISTING ROOF \ PROPOSED SITE PLAN EX, EXISTING 2 STORY / FRAMED HOUSE w, ,._ f- �.. o RETAIN STORM WATER RUNOFF SCALE: 1" = 20'-0" °W I FF EL.9.0' s I `t PURSUANT TO CHAPTER 236 LT \ , n o THE TOWN CODE. SILT F 0 1ENCING� ri EXISTING PORCH I I I IF `O 0 T BE DEMOLISHED F X O p 9 I PROPOSEDADDITION \ t6 IoP OBE I � lv � ELECTRICAL 15.0 y , EXISTING \ o I\ 1 2 IF�$1�CCT1®N REQUIRED � t STORY I IM � GARA E z / I �X3 / ® T \ V ^ CN I I I r 8'X3' CL 5 I Mli.101 �W �D \ U) N wI I 1 N 'O W \o I a FC:I:�I�IB.IN,G � 1 p AU-' PLUMBING WASTE. � I I _ 51�FE CINGJ v0 WATE i LINES NEED':• • I I W TFING.13EFQRE COV..ERING �afF? W ®S i I p 1 1 I 1 ELECTRICZ I 1 1 1 1 METER ® ! uj o Cn W m i I UTILITY 0 W z I I 1 POLE II I s I I O LL uFLUiA13ER CERTIFICATION O un LuON LEAD CONTENT BEFORE zo CERTIFICATE OF OCCUPANC LU SOLDER USED IN WATER E3I r i I Y YSTEM CA T i SUPPL S O BU DING NVEI.bPE _ SKY PLANE N EXCEED 2110 OF 1% LEAD. 20' - , 15' ' Lu I FLOOD ZONE ' ° ° k - - - - �7 ! 3/ o COMPLY WITH CHAPTER "46" G m - - _6' L ' CN o FLOOD DAE:4AGE PREVENTION �`^ EXISTING $TONE I b W M fib, x SOUTHOLD TOWN CODE. Z ' DRIVEWAY o ��� , / } --6 � W TER \ - 2METER G - , Blov:rer door �- - CONSTRUCTION and dtlCtY�TolrlCiv ENTRANCE WATER - -6 - •G' - _VALVE-'_ _ -� testing required. p•I` DRAWN: MH/MS DGE OF PAVEMENT y � r� ! All CXtCr10r 11�,f1'hting rJ 8�0'�40'00111�J _I5.0 SCALE: � #: . installed,replaCed or JOB•� � ; 2/1/24 l��Iu�t projricic Manuals repaired shall conformto SHEET NUMBER: of the Code FLEETWOOD ROADhapter 172 ��.. he Ca >�flt� N� .� S- 1 REVISIONS: O O 0 H ® fW L—t:=�-i, M-1 � . . � PROPOSED SOUTH ELEVATION SCALE: 1/4" = P-0" w A d O W co aWa �n U M O N � O Lo +� co Q♦ c� o ;,[ .92 o t, t `o ® ir. 1 cu v W 3 1 p., Il+tit— 4_ 4� L—- -- 1 i 1 i ly 4a a W Ll EEO( I \ 1 11 / 1 ♦♦ ' N \1 1 U EXISTING SOUTH ELEVATION SCALE: 1/4 1 -0 DRAWN: MH/MS f + SCALE: JOB#: . off" 2/1/2024 SHEET NUMBER: A- 1 REVISIONS: O W O H F� PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" W � o W w � w ►—+ w x N M U 0 M N G O cn p� c pr'-' " ap ,a u ALIL-1 1—1-1 Li �11 ............. ...............................................�j ................................................ � w3 a H u 0 N t01. EXISTING EAST ELEVATION ` SCALE: 1/4" = 1'-0" �' , r°r;,t���".' DRAWN: MH/MS SCALE: JOB#: � � ,..�r 2/1/2024 SHEET NUMBER: Art REVISIONS: Ft 00 H W O ^H h� PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" W � V1 x o o � W 0 w x ^ en U M u 0 v o y v n d � " o xo m v J, u 0 a N u O N EXISTING WEST ELEVATION E g_; SCALE: 1/4" = V-0" ' � �+ , DRAWN: MH/MS SCALE: JOB#: 2/1/2024 SHEET NUMBER: A- 3 REVISIONS: 1 DECK ------------ ,° V1 1;3 DEGK DECK Z 0 1 =ln DW 1 i 1 t 1 n , KITCHEN Fo, 0 r- F 1 II i L 1 IFO I BATH / ' 00 1 1 I ' LIVING ROOM ------------ +0 LINEN 1 cfj FF' El 1 i R DINING I r 1 Ili, II Q II 1 , 00 MASTER BATH 1 , S , 1 E 1 QUEEN 1 ' I AC UNITS E UTILITY + � ' - - - ----- ----- - ------- --;- MASTER BEDROO ROOM i p e 1 0 »�. ; S , I 1 I 1 ' BEDROOM �o. 2 ; `-"""-- ENTRY N BA H No. 1 H BEDROOM I 1 I I 1 1 7 V ul L=j I n I W w TEMPERED w � n ni PORCH 11 I11 .� 11 U f 1 �' __ _ Cam- =] t�C_: -�_________ ____________ ___ O Y-0" ------------------------------ EXISTING 1ST, FLOOR PLAN EXISTING 2ND FLOOR PLAN SCALE: 1/4 = 1 -0 0 x o cz co SCALE: 1/4" = V-0" I 1 0 � r 1 1 r UU B " 1 1 czcu I I I I In U I 1 v M to I 1 1 1 N � � � 1 1 1 1 a t 1 1 I I 1 I 1 1 1 1 I 1 1 1 I 1 I 1 I 1 1 I 1 1 1 I I OI I 1 1 1 1 1 I I 1 I 1 I 1 1 1 I I 1 I (~ I I I I I I I 1 I I I 1 I I 1 I 1 I I 1 1 1 I 1 1 1 1 1 U 1 1 1 1 I 1 1 1 I 1 1 1 V 1 I 1 1 I I I 1 1 1 I 1 1 1 1 I 1 t 1 1 ------------------------------ • ( ' �� �, DRAWN: MH/MS SCALE: JOB#: 2/1/2024 SHEET NUMBER: A-4 WALL LEGEND REVISIONS: .——————————————9 -------------- WALL TO BE REMOVED EXISTING WALL NEW WALL I I - NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL 1 [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6= 6"] 1 ' ---- 'I '-----' ------' ------'I DIMENSIONS OF NEW WALLS ARE FROM STUDS -—'————————— —— —— ' ————'— ' _ _�-_-_— I_ --_�_-_-_-_"_-_-_-_-_-_-_-_-I I [EXT./INT.:2X4= 3.1/2",2X6= 5-1/2"] / �/i// I I I I 1 1 \\\\\I `♦ 211 -- ----------- —t-------------— —0— _____ _____--_ =O— ——------ ------j ——--------_-----(— �I� I EXISTING DECK II Ij II 1 II t, I 1' EXISTING DECK II ,, rl ,I 11 II ' '1 — — ———————— — 71DW I Y P I I I I 1 O 5 7, j 1 ' - - III � O O - 1I II III , 1 �I II y P Y I; I I I' 0, 0 :1 EXISTING ear .III ------ 1 b -EEC-{ V11� 1°DINING el " 1 ; 1 1 YI IX h r-- a 1 1 t ..���� «<.� t 4 9 Y p --- �y it KITCHEN , r__�� `�__, t ry It r 1! 1 y N t Y I}¢p to y d N II b y e Y ].R ___- - ------ _ t1 EXISTING CRAWLSPACE---- .v--. --- A I I ----_ _______________ " '1 \�s —q q— —b d vT 1 Ii 1 I I l _—————4 11 II 4———__——_•_—___---—— [—M II I •————————• I-————————, •————————• •-------- _CC II II II h d I1 : I' ``, I I 1 I I I 1 G t!�'e ' � I It N 4 II 1\v' /1 P d tl Y P £o• d � h h 1 1 1 Y b a Y °' t I p` 1 � Q _-REMOVE-EXISTING-BEDROOM__-I L�a_� ;� / 1 Y A r f Y Y 1�m__-CLOSET AND OOOR"`="`I r "YI I: DEN e e e " " d P Y N (STING -- _ _ REPLACE WITH 5'POCKET DOOR - Y a r t a + e P 141 FORMER BEDROOM No.2 rr EX. UTILITY AT No. 1 M it :--::--ROOM J L= MIN.(2)9-1/4 d ; ; ! ML(VIF) d -8 }+ m II ^ F�1 1--1 r---(2)11-7{8ML FLUSH------------ - � h-'-i . . O ° ' INSTAV SOLID BLOCKING j II 1 t £ ----r _ . ..-.____.. . UNDER POST BELOW IN d — Id d N ° 'UPS p n� l i -� I.___ d q-_-��-�-�-�--1-^�---�-- ii CONFIRM UNDERGROUND i i i w e � 1' � � V 1 F5— 9'-2�/sn Y Y I II o I � ' u 3'- I' ti d " 9'-4�/�" UTILITIES AND PIPING P h P Y d £ Y r Y P 4'R PRIOR TO DEMOLITION P i P Y a 5,-0„ y I + ti RE-FRAME EXIST.WALL ACCESS Y w Y , a AND EXCAVATION :o__-__ _ __ _ _ _ _ y_. _ . •,_ _ - - _>_az .. ____________.,_ .._ " Aj - =(2)9-1/4MLHDR y - - - - 8 HDR r r � U S u " y, 1#5 REBAR ""+ 1 . #5 REBA (~ ° n e l _—'!v ��`I u4u�� Q Lu N 1 , @12"OC =Inl' ' Y e 4' @1(T21'/'OC BE REMOVED FJ 16 OC 'T6 Z ti (TYP) ? ^ _ p' P) M U EXISTING PORCH TO 11- 8" 1123 W OIJJI I I; .a @ ° ice_---- I— _�i — --- 11 2 Lu __ 'b n0 36" 60" Lu �' ' - HALL ---N -r „ T a YC LLIIII; ; ;5 0 �I I^� - SHOVtlER x o. z N N P'�OPOSED PROPOSED 00 `r ENTRY ' ^ 2'_611^I I Bi�TH No. 2 I I I _ 11-7/8"T11230 WOOD-1 °��°���� ' p N 11 ;i F1 16"OC Y�11 116 ' _ r ' @ _IIII { _ _ j e R 2'-6" Q, e� M P.. _\I lW .,~—---—-T........---_—_- -—..--— O qI ' I Y MIIIII k 1 I tl f— Z CRAWL SPACE p I p 1 '1eU¢BN O `0 1 " 1 , ?L N R I e : M—nn INSTALL 2"MIN.CONCRETE SLAB CS ? f- A ! IIII 'TOP OF SLAB TO BE FLUSH WITH \ rc FINISHED GRADE =N o Q 1 • I e Y P ]III -———-- ———-——— — — 2X8 HD p n i P — r— _ Irtrcr N Q N a3 �f = - -- �(2)._I MIF;LUSH- - - - - �v •�_ va y5v: �� - - - - (� - - - - - - -' M' m a1 u 1—� .- •._ : ,�� 2 11-7/8 ML FLUSH BEAM ± LL' cn o L O D K —— ————————————— ———————,, 4 1 — — C; R ++ ————---— B V - w i-.i ■l p _......... - ---------.----------- ---p 1� , Y t I 1 � O L O m Y�-I V O 1J "p P I I, 1 t I O - - - - - - - - - - - - - - - , 12dia.PIER , I-p O N Y P 1 I I D x `O 9 \ a Y I v 11-7/8' TJ1230 WOOD-I °, n a s ° ( POR H — Y " P - N FJ @16"OC o I I Q N Y P Q < 2'X2'Xl FTG Y x O m a V 11- 8"T 13 _ rI-:--- N 3'BELOW GRADE l; v i a ; �� W Ln N Ln (3)2X12 GIRDER N 00 14-5 Y r un _ __ I r, — - — - ; ^ O ' ' ' 3 2X8 AC GIRDER IT u T (PAD uT) PROPOSED Y , - -, O_ _Q_ _ ADDITION- 7. 12X12 FG COLUMN " ' 4L- J d FLOOD VENTS:TS41/200 SF y BEDROOM No. 2 /// ij I I W/6X6 ACQ POST I i r4 INSTALL:MIN. (2)FLOOD VENTS e U YYi I I ------------- ----------- ------------------------------------- N I I ( 2X10 HDR e . p .V_ .. ._ v Q q ..v .V..... ,i N 1 -------------------------------------------- I ITS/,Yy 1JYj:.' EGRESS WINDOWS: , 5.82 SF CLEAR OPENING ° I I Y r I I 1 11 1 11 11 1 11 33-7/8"W X 24.3/4"H 1_ 1 11 11 4-8Ya 4-OYa 7-6 7-6 y 8 8/z 15-0 I I Y 1 y e P W EXISTING I 10'-8'/2"± 8'-8'/z" 15'-011 P 2 3'-8'/2" E y GARAGE I ;i i t 1 1 i' PROPOSED ADDITION EXISTING GARAGE P " U I I t Y O I I � I I e 1 TO MATCH TWALL HEIGHT AS NECESSARY FOR FINISHED FLOOR 1.DEMOLISH EXISTING FRONT PORCH AND EXTERIOR ° Y I I SIDING AS REQUIRED RELATED TO PROPOSED WORK. P - 2.NEW FOUNDATION WORK TO BE 8"POURED CONCRETE, I I INTERIOR DEMOLITION (IE REMOVE GYPSUM WALLS 1 ----------- ------- e N •----------------------'----• 3500 psi.DRILL AND EPDXY INTO EXISTING FOUNDATION [-a AND CEILING,STUD WALLS,FLOORING,ELECTRICAL, ; ° N PLUMBING,etc.)AS REQUIRED, k WITH#5 REBAR AT 12"OC AND AT FOOTING. 2.EXTERIOR WALLS TO BE FRAMED USING 2X4 DF#2. Y N 3.DAMPPROOF EXTERIOR OF FOUNDATION WITH A I W E PROJECT NORTH. PLATE HEIGHT TO MATCH EXISTING AT V-0". ; s W E PROJECT NORTH BITUMINOUS COATING. v I SHEATH NEW EXTERIOR WALLS WITH 1/2"CDX. S � a 4.SEE PLANS FOR FLOOD VENTS.INSTALL STAINLESS STEEL � r Y S 16"X8"SMART VENTS TO MATCH EXISTING. 1 1 3.SIDING TO MATCH EXISTING WIITH UNDERLAY. , , , , PER MANUFACTURE INSTRUCTIONS P 5. FOOTING FOR CONCRETE WALL TO BE 16"WIDE X 8"DEEP. i 1 1 1 I ; ' PROPOSED 1ST FLOOR PLAN 4.INTERIOR WALLS,AS SHOWN ON PLANS,TO BE 3500 psi CONCRETE FOOTINGS TO HAVE(2)#5 P " PROPOSED FOUNDATION PLAN CONTINUOUS REBAR.FOOTINGS TO BE POURED ON INSTALLED IN SAME MANNER AS EXTERIOR WALLS. r " i I SCALE: 1/4" — 1�-01' APPLY 1/2"THICK GYPSUM ON WALLS AND CEILING. ' UNDISTURBED SOIL,MINIMUM 3 BELOW GRADE. BATHROOMS TO HAVE MOISTURE-RESITANT SHEET- I SCALE: 1/4" = 1'-0" 1 _ _ i i _ _ j ROCK(SHOWERS,USE CEMENT BOARD).TAPE AND 6. POUR A 2"CONCRETE SLAB PRIOR TO FRAMING.TOP OF — SPACKLE WITH 3 COATS.SAND,PRIME AND 2 COATS SLAB SHALL BE FLUSH WITH GRADE FOR FLOOD VENTS TO OF PAINT As SELECTED BY OWNER. OPERATE PROPERLY. 7.INSTALL(2)2X6 ACQ SILL PLATES TO MATCH HOUSE . 5.FLOORING,DOORWAYS,TRIM,FINISHES,etc.TO SILL PLATES TO BE INSTALLED OVER TERMITE SHIELD r. � f MATCH EXISTING. SILL SEAL TO BE SECURED TO FOUNDATION WITH 5i ' DRAWN; MH/MS 6.INSULATE PER ENGERY COMPLIANCE CERTIFICATE ANCHOR BOLTS WITH 3X3 WASHERS AND NUTS,Mi AS NOTED IN PLAN SET. IMBEDMENT AT 36"OC AND WITHIN I'OF CORNER. ` t SCALE: 7. INSTALL/REPLACE SMOKE AND CO DETECTORS AS , JOB#: >: r� ro � 2/1/24 REQUIRED AND CONNECT TO EXISTING PER CODE. i'� d SHEET NUMBER: Q1~ � A-5 WALL LEGEND REVISIONS: ----- .------------- - -- --- - i _ _ __---- - ------ '•--------------, MOVED i EXISTING WALL --_---- -- ---- --- -- - _ ---- -.. ._.. - -'---- --- ---- -- - p7 tG NEW WALL I i NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4 =4-",2X6=6"1 �f ~ DIMENSIONS OF NEW WALLS ARE FROM STUDS EXT./INT.:2X4= 3-1/2",2X6=5-1/2"1 ! A A EXISTING DECK --- -- ------------ - - EXISTING DECK k � d to i ,Y ih n - ..w' r--' - a a- . _-'_ _-- �- -- c` . a' p° as I s L� EXISTING � BATH No. 3 _ Y i� a W I, W r p� 1 p a ., ' to P a n A i n al i+ _ a1 le x q 9� IW a h a t, E el to ' e W ' Y � f+ ' ql a p ° Y Folot EXISTING LOFT Q�1 a+ q 1 q a PRIMARY BEDROOM ! A qi I! a•• •• s , a (ENLARGED) LINEN -------------- -0W _ 1 VERIFY SMOKE AND CO DETE OR IN GOOD WORKING ORDER AND _ 1 CONNECTED TO SYSTEM ,J IT-1 1/2" 0 REPAIR CEILING ANDS LICE p I CEILING JOISTS AS REQ1 ARED n !I 1 Y ------- --- 1�1 9-8 11 Iq / a q ql - --- - - li EXISTING _ C? WALK-IN BEDROOM No. 3 CLOSET =N ; p h q , g it a I � it 1 ' a W! L_ r - - - - - - - - - E�q ______ ___________ _____! II ------------ __________ ....r....-..-x 2X; CJ 1 "OC 5'-6 KNEE WALL L W I BLT.hN DESK(TBD) rn 6'-11/2" 1'-10" 1'-5" 3'47 31 l" ♦6'-1,2" L a a (2)71/4MLHD f r T^ F+1 O ; g ha _ ax I _ xr Iq Mi g 6 { � >I I SH ER I _ - L ' - - ---- -- o ° -- -- - - -- H - - -- - - --- i ; M W ' ; `" 4 I IMARY 1 w 2X10 RR ta16"OC " ° - 0 f— — — — a 1 — — — — — — N I Q � I AT ' � tl __"--_ «+' i '"R__-_-__ ` " ; W I 9'-4"CLG.HT.zzzz I W m- � Y--1 Q REMOVE EXISTING ROOF SECTION q_---- ---_- °- ------__• r ; _ _(2)2X8_ CLOSE OFF AND PATCH EXPOSED�--Q ' o x wi 00 - - - �Il— —Tr - - - U 00 AREAS WHERE REQUIRED(TYPICAL) I e e I e S 10'-311 ± q 30X30 _ 30X30 ` ; t I t I N N t t_ — — — — — — — — — SKYLIGHT — — J SKYLIGHT P x n, N+ U x i 2X10 RR 0,16"OC ; `�' I IIl� "'+ i 1 p ! r 30X30 2X J 16" C 30X30 v� N 16" 12 SKYLIGHT FREE STANDING SKYLIGHT CN OH ; ' OH ATTIC N TEMPERED ACCESS TBDCD B _i - B a ------------------------------------------ ' ' B AW251 I o + 51-5" IN FIELD m o 10 c� 0O 12 I i 17' 31/211 6'-211 c In O' I I I ' W v iV-I m_. ... 16„OH 5'-6"CLG HT , 2X10 RR da16110C „ x i d 0 4 1 1 Ln x ° r�� 00 161- + M i ' W OO°UU r 1 1 OH I , AW251 rn U m ' ! , 71-611 7'-611 N °01 i~ 0 I , 8'-9" 15'-011 01 1.DEMOLISH EXISTING PORTION OF ROOF FOR NEW PROPOSED ROOF FRAMING.REMOVE SHINGLES, A UNDERLAYMENT,SHEATHING,etc. I I 2.PROTECT ROOF WITH A TARP,LARGE ENOUGH TO BE INSTALLED BEYOND SCOPE OF WORK.MAINTAIN ; 1.DEMOLISH EXISTING EXTERIOR SIDING AS cm, REQUIRED RELATED TO PROPOSED WORK. E'� AS REQUIRED DURING CONSTRUCTION UNTIL NEW 1 I A INTERIOR DEMOLITION (IE REMOVE GYPSUM WALLS ROOFING IS INSTALLED. AND CEILING,STUD WALLS,FLOORING,ELECTRICAL, (� PLUMBING,etc.)AS REQUIRED. 3.RAFTERS TO BE 2X10 DF#2,RIDGE TO BE 1-3/4 X14"ML. ; SHEATHING TO BE 1/2"CDX. ; 2.EXTERIOR WALLS TO BE FRAMED USING 2X4 DF#2. 4. ICE AND WATER BARRIER TO BE APPLIED ALONG THE PLATE HEIGHT TO MATCH EXISTING AT 8'-0". N I I N VERIFY VARIOS WALL HEIGHTS AND ROOF ON PERIMETER,VALLEY,HIP AND TIE IN WITH EXISTING. I I W E PROJECT NORTH- PLATE INSTALLATION. FELT UNDERLAYMENT TO BE INSTALLED THROUGHOUT. ' i W E PROJECT N 0 RT H EXT RRIOR WALLS WITH C H 1/22 DXEATH NEW 5.METAL EDGING,GUTTERS,TRIM,etc TO BE INSTALLED. 3.SIDING TO MATCH EXISTING WIITH UNDERLAY. ALL DOWNSPOUTS TO BE CONNECTED TO ADS DRAIN U S S PER MANUFACTURE INSTRUCTIONS PIPE,CONNECTING TO UNDERGROUND DRYWELL I I 4.INTERIOR WALLS,AS SHOWN ON PLANS,TO BE U PROPOSED ROOF PLAN 6.SOFFITS,FASCIA,AND RAKES TO MATCH EXISTING. INSTALLED IN SAME MANNER AS EXTERIOR WALLS. ' APPLY 1/2"THICK GYPSUM ON WALLS AND CEILING. 7.NEW ROOFING A MATCH EXISTING,PATCH EXISTING I ' PROPOSED 2 N D FLOOR PLAN SCALE: 1/4 — 1 0 AS REQUIRED THAT IS RELATED TO PROJECT. ` ------------------------------------------j SCALE: 1 4aa = 1 r-O�a ROCK(SHOWERS,USE CEMENT ST BOARD). .TAP SHEET-I n — r as , , BATHROOMS TO HAVE MOU BOARD).TAPE AND / SPACKLE WITH 3 COATS.SAND,PRIME AND 2 COATS OF PAINT AS SELECTED BY OWNER. 5. FLOORING,DOORWAYS,TRIM, FINISHES,etc.TO MATCH EXISTING. 6.INSULATE PER ENGERY COMIPLIANCE CERTIFICATE AS NOTED IN PLAN SET. 7.INSTALL/REPLACE SMOKE AND CO DETECTORS AS REQUIRED AND CONNECT 70 EXISTING PER CODE. DRAWN: MH/MS SCALE: ►t /�. ° JOB#: 2/1/24 lot SHEET NUMBER: , 6 REVISIONS: Generated by REScheck-Web Software ARCHITECTURAL ROOFING TO MATCHI EXISTING 1-3/014 ML RIDGE Compliance O p' ' Certificate w/15#FELT UNDERLAYMENT OVER 1/2" CDX SHTG. ICE AND WATERTERTOTO BE APPLIED ALONG PERIMETER PER CODE(TYP).INSTALL PERIMETER EDGING,FACIA, RAKE BOARDS(MATCH EXISTING.OGEE GUTTERS AND DOWNSPOUTS TO BE ADDED AND CONNECTED (3)9-1/2 ML Ek�nlAiC TO DRYWELL(S)AS REQUIRED) (2)2X8 /i�� (2)2X8 VALLEY Project GINIGER 1-3/4X'14MLRIDGE, / / 2X8CJ @16"OC EXISTING Energy Code: 2018 IECC Location: Cutchogue„ New York Construction Type: Single-family Wo PRIMARY Project Type: Addition o '' BATH ///i �/ �'-� / PRIMARY BEDROOM Climate Zone: 4 (5572 HDD) co Permit Date: Permit Number: / Construction Site: Owner/Agent: Designer/Contractor: O / 315 FLEETWOOD ROAD r CUTCHOGUE, NY — _ _ — 3 4"SUBF OOR EXISTING INSTALL NEW 11-7/8 11-7/8 TJ1230 FJ @16"OC INSTALL NEW 11-7/8 s••' ML UN ER WALL ML UNDER WALL :l Compliance: 1.9%Better Than Codeµ Maximum UA: 104 Your UA: 102 Maximum SHGC: 0.40 Y _ _ _ __.._...�_ - _ .. .. .. ................___ oursHGc: 0.31 HALL DEN T� The%Better or Worse Than Code Index reflects h,ow close to compliance the house is based on code trade-off rules. V 1 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. CEDAR SHINGLE SIDING w/ Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 30#FELT UNDERLAYMENT O assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. _ (OR AS APPROVED BY MFGR.) O OVER 1/2"SHEATHING o� 2X4 WALL STUDS @ 16"OC (TYP) BEDROOM No. 2 ; LIVING ROOM INSULATION PER ENERGY CERT. Envelop Assemblies 1/2"DRYWALL,TAPED AND SPACKLED TRIM TO MATCH EXISTING EGRESS WINDOW p PAIN AS SELECTED BY OWNER LEE FLOOR P o FLOOR T MATCH MATCH EXISTING FLAT: Flat Ceiling or Scissor Truss 216 30.0 0.0 0.035 0.026 8 6 FF EL 9— _ _ — DBL 2X6 PT SILL PLATES(VIF) N 3/4"SUBFLOOR CATHEDRAL: Cathedral Ceiling 126 30.0 0.0 0.034 0.026 4 3 w/SILL SEAL,TERMITE SHIELD ) EXISTING ^ 11 / EXISTING h--1 SKYLIGHTS: Metal Frame w/Thermal [Break 13 0.440 0.550 6 7 � 11=�7/8 TJI230 FJ @16"OC SHGC: 0.26ML A 1ST. FLOOR:Wood Frame, 16"o.c. 522 20.0 0.0 0.059 0.060 26 26 ;� TOP OF SILAB TO 2"CONC.SLAB �� EXISTING EXISTIN 8"PC WALL b BE FLUSH WITH GRADE b b Door: Solid Door(under 50%glazing) 21 0.280 0,320 6 7 DAMPPROOF DOUBLE HUNG:Wood Frame m p•a• , SHGC: 0.31 60 0.300 0.320 18 19 ,. a.• a .: AWNING: Wood Frame 16"X8"CONC.FTG. �• O SHGC:0.34 6 0.270 0.320 2 3 (2)#5 REBAR Evil M--I [� 2ND, FLOOR:Wood Frame, 16"D.C. 256 20.0 0.0 0.059 0.060 15 15 [►�� AS SHGC:0.34 od Frame , Q.270 0.320 z 2 CROSS SECTION A Q FOUNDATION••1ST FLOOR:All-Wood JJoist/Truss 342 21.0 0.0 0.044 0.047 15 16 3 8 SCALE: 1/4" = 1'-011 11/4 11/4 ;11/411/4 1 7/7 lAV W B H fH 0. kj2L C.O. 11/9 11/4 3 Project Title: 13INIGER Report date: 12/08/23 Data filename: Page 1 of 2 W,,/4 11/7 ,IN V W.C. 3' PLUMBING SCHEMATIC fH ER FA,i. O SCALE: NOT TO SCALE 11/4 ' Ica. o 1-3/4X14 Compliance Statement: The proposedl building design described here is consistent with the building plans,specifications,and other ML RIDGE rT� calculations submitted with the permitt application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck Web ancd to comply with the mandatory requirements listed in the REScheck Inspection Checklist. stoPE^va PER FOOT PITCH TO DRAIN TO ACSYSTE. ARCHITECTURAL ROOFING TO MATCH EXISTING W 4'CI SEPTIC SYSTEM TRAP HOUSE w/15#FELT UNDERLAYMENT OVER 1/2"CDX SHTG. w x ICE AND WATER TO BE APPLIED ALONG PERIMETER U PER CODE(TYP). INSTALL PERIMETER EDGING,FACIA, Name Title Signature Date cRAKE BOARDS(MATCH EXISTING.OGEE GUTTERS 2X8 @16"OC U AND DOWNSPOUTS TO BE ADDED AND CONNECTED TO DRYWELL(S)AS REQUIRED - - - - 12 b �1 12 2" Y' 2" 1�1 17 w o 0 0 0 02 0 0 0 0 2 ® ® ® ® ® 2„ ? oo ^ O� _.. m _ � o X pp .p ® 0 ®® e ® o a FASTENER TYPE: SPACING: 3/4"SUBFLOOR _ O �-' w P. X O P 11-7/8 TJ1230 FJ @16"OC v SOLID BLOCKING SOLID BLOCKING o BASED ANCHOR WITH 16"OC �/ \ 21n.EMBEDMENT WOOD-SCREW NGTH UNDER WALL(TYP) UNDER WALL(TYP) 4 O ® O ® ® 9 ® o .5 m " No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH Lr) U CEDAR SHINGLE SIDING w/ � 30#FELT UNDERLAYMENT 1/41n,dia.LAGSCREW BASED ANCHOR WITH 1 16"CC (OR AS APPROVED BY MFGR.) tin.EMBEDMENT LENGTH ® ®e ® ® OVER 1/2"SHEATHING p c 4 cc W 3 OO ®O 2X4 WALL STUDS @ 16"OC(TYP) OO O® 3/4"APA PLYWOOD INSULATION PER ENERGY CERT. SHEATHING 1/2"DRYWALL,TAPED AND SPACKLED GRADE PLYWOOD APA RATED SHEATHING TRIM TO MATCH EXISTING GRA (ALTERNATIVIVE:7/16"O.S.B.) C ® cc 9 PAIN AS SELECTED BY OWNER 1/2"APA RATED SHEATHING 2-0% W , � " EGRESS WINDOW � GRADE PLYWOOD O (SEE FLOOR PLAN) (ALTERNATIVIVE:7/16"O.S.B.) 3/4"SUBFLOOR FF EL 9— _ _ — DBL 2X6 PT SILL PLATES(VIE) I,,{ C ® Ice ® e 11-7/8 TJ1230 FJ @16"0 I w/SILL SEAL,TERMITE SHIELLLL D (� - - - - - 3) 11-7/8ML FASTENER TYPE: SPACING: 2X4DF#2 2"CONC.SLAB FLUSH No.8 WOOD-SCREW O O STUDS _ �.� TOP OF SLAB TO ••i 8"PC WALL BASED ANCHOR WITH 101,OC WINDOW SILL 21n.EMBEDMENT LENGTH ® ® ®® ® ® O 6; BE FLUSH WITH GRADE b, N TYPICAL WINDOW OPENING No.10 WOOD-SCREWS DAMPPROOF BASED ANCHOR WITH 12"OC •' A PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH — 16"X8"CONC.FTG. THAN 4 FEET 1/41n,dia.LAGSCREw BASED ANCHOR WITH 16"OC Q 0 21n.EMBEDMENT LENGTH (2)#5 REBAR TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET 2.2X4MULTIPLEF#2 STUDSWOOD CONNECTASSEMBLIED No.8 WOOD-SER CREW SPACING: CROSS SECTION B. 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW Q BASED ANCHOR WITH 8"OC v SCALE: 1/4II = 1 -0�� ANDD NUTS @ 2' THAN 6 FEET OR GALV BOLTS-011 D.C.WASHERS 21n.EMBEDMENT LENGTH U " No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER [21n. ASTED ANCHOR WITH 16"oc THAN 8 FEET EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING fC aP" ' A �I�, DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" `tr A SCALE: AND IMAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO I JOB#: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL .. 2/1/24 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE,ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SHEET NUMBER: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. tP � HARWWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ; a� A 7 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER • WALL STUD CRIPPLE STUD c BOTTOM PLATE n RIDGE LEDGER •• • BATHTUB • HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOILD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERf DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOILD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY' OVER RIDGE TO EACH RAFTE E2X 2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER z ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE FF—�� HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 0 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC O WALL STUD low THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR W METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL CHIMNEY •• AS REQUIRED �1 RIM BOARD RAFTER �4 SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN I I I VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION ' TOP PLATE B LOC KING - - - FINISH WALL AND MOISTURE BLOCKING ` 2x4 LEDGER STAPPIMG TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ANDi ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Z BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER I--1 INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24 20go. STRAP AND JACK STUDS '� , + RESISTANT METAL MESH WITH MESH h-•1 ON ALL OPENINGS ,� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. Q CONTIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTICON APPLICATION INSTALL 4'0" O.C. SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" — 6" RAFTER RT10 10-3/4" x 18ga. TY[DOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. '• ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS ,� 8" — 12" RAFTER RT20 21-1/8" x 20go. TYIDOWN ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL pp ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Fri SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST 0 x O � TOP PLATE oo SIDE WALL FLASHING GIRDER/HEADER r� 1ST. FLOOR WALL ;STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND W O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS ~J �n INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION c 4" — 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" U ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I SUBFLOOR CD SILL GASKET WOOD JOISTS N NEOPRE cM N G p fYP. CONC. FOUNDATION ^ CONC. SLAB GASKETNE '+�. 2x6 /2x8 CONTINUOUS WOOD PLATE p °1 u� 6 MIL. POLY V, I BOLTED TO STEEL BEAM WITH o M pi � DAMPPROOF EXTERIOR , GRANULAR FILL M 'v !.n ' , 1/2 " DIA. BOLTS ® 48" o.c. STAG. 6MIL POLY ON EXTERIOR . +, • V STEEL COLUMN I 1 . ` 0 u CONC. SLAB ,. p - • � � III �� `� � � 4 I 4 �, ° ROOF JACK ��� �� u n STEEL B EAM 'b 4 w �• p ` 4" x 1/4" x 8" STEEL .5 ° �, ANCHOR BOLT EMBEDMENT: r+ � p COMPACT FILL 8 • ip r BOLOCKDWALLCRETE: 15" ��� I TOP AND BOTTOM PLATE m `� p ' ^ ROOFING LAPS � � V • 4 • FLASHING AT . WTH 1/2" x 6 ANCHOR BOLT � KEYWAY FOOTING � /� ° p �• p CONC. FTG. 'p G SIDES AND TOP r• ANCHOR BOLT CONNECTION USE: WITH 3x3 SQUARE WASHERS �`� 1/2" GROUT °� v o� .a (USP LB PS58 OR B P583) �� � N G �., y A A I I 3" STEEL COLUMN o W p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p SUPPORTIMG MAXIMUM SPACING FLASHING LAPS , ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORIY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL N'JHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIE:S 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL u O r— SUBFLOOR Q CONC. SLAB I DOOR FRAME 6X6 10/10 DOOR JOIST N COMPACT FILL USE 2X8 STEEL BEAM H FOR BLOCKOUT ';•% 4" SLAB tt • P.T. PLATE \ W/ 6X6 WMM I SLOPE 4 DRIVEWAY --- NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR ACE < I <� ° ° 7 1 2" • • : (WITH A NAILING PLATE IF NEEDED) ' AT END AND " p ° °• • :• ° , TO BE APROX. 1/2" OR HIGHER THAN �,yc Q ES OF WOOD p ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • ;'"-_,1 ---«"-r--' , • , , c'�;�Q BEAMS - °• c ° C e• e :° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ••— —4 4 4— ..- — �_ 4 12" — — — MIN. d .o�c •e. °C '^ n�'4 4�'4 n n'r • ° ��NOTCH BEAM FOR MUDSILL_ IF REQUIRED -- MAXIMUM p p D ° ^ .p r—SUB FLOOR . .S . NOTCH EQUALS 1/4 DEPTH OF BEAM �1— D � 4 REINFORCING BAR , / III ° p n > ° I GIST • • P •� REINFORCING BAR e s I_ •' � DRAIN TILE ( I.�—� • 4 1 O ° O ° '° s• SHEET METAL / 30# FELT UNDER BEAM AT POINT L• n ° ° STEEL BEAM 12' e. OF CONTACT WITH CONCRtETE OR CONC. BLOCK _m-mar- - r e•! 3" c PLATE (BOLTED TO BEAM) $t`�t► . . TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •° • SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. � „ • b *3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN: MH/MS'•;f;� SCALE: BEAM POCKET JOB#: 2/1/2024 SHEET NUMBER: 21r rr,•. A- 8 REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO70 HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMIUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: • 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS M 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"OC WITiH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall ►•7 RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. O LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a.SLOPE HANGER APPLY TO EACH RAFTER,/LEDGE ALL OPENINGS LSTA12 1-1/4"xl2"20 a. STRAP APPLY TO EACH JACK STUD STAIR RAILING g g 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER,I I EDGER ALL OPENINGS RT3 OR RT7 I TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD E'er 5j. Flashing shall be installed between the building and ledger. Lapping up the sheathing Q� 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers ,W) and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. [t HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE BALIUSTERS WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: E ( OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL COINNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATIO)N outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH g OF THE STAIRS. HANDGRIIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater g SHALL NOT BE LESS THANI 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10.3/4"x 18 a.TYDOWN ANCHOR CONNECT ER RAFTER TO PILATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN (2) 1/2" DIA GALV BOLTS WITH WASHERS AND NUTS than 4 inches with a maximum cross section of . . . CROSS SECTIONAL DIMENISION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR dimension of 2-1/4 inches. PROVIDE AN EQUIVALEN717 GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUN� inch within 7/8 Inch below the widest portion of the W A GIRDER/HEADER profile.The required depth shall continue for at least 3/8 Inch to a level that is not less than 1-3/4 inches below the C) O tallest portion of the profile.The minimum width of the O >. GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a A maximum of 2-3/4 Inches. Edges shall have a minimum xj O °° , radius of 0.01 inches. JOIST POST/COLUMN o o POST/COLUMN w W NAILING SCHEDULE a O GIRDER/HEADER 4 " M NAIL JOINT DESCRIPTION QN SPACING NOTES U POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION AIL NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NQTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CD CEILING JOIST T WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL M c o o� CEILING JOIST TO AS PER TABLE 3.7 EACH FACE LO x ,-.� t� STU PARALLEL RAFTER WFCM-SBC LAP NAIL G r ' M ; 'J: BEARING PLATE `� S ' �... GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE a. S' OVER PARTITION WFCM-SBC LAP NAIL p; w (0 COLLAR TIE AS PER TABLE 3.4 EACH FACE • TO RAFTER WFCM-SBC END NAIL ( 12 BLOCKING •••', TO RAFTER 2-8d COMMON END NOA1L ° WOOD JOIST r'~' EACH T ►'•:;; �I• y,,•", .; • .; RIM BOARD EACH END , U L LEDGER I I ) ' " 2•16d COMMON ° GIRDER/HEADER I I ;' fl' CONCRETE PIER ', TO RAFTER END NAIL WOOD JOIST ;• ••";;; �° •° ' o w WOOD JOIST „-.•• '''_ •` - •• 0 ;' •• fie"' • '•+ej=i"r'.-• ' `A„ WALL FRAMING: I••-•• ••.. :•_• NAIL JOINT DESCRIPTION QTY, SPACING NOTES • ;•.... ..... " FLUSH JOISTS WITH HEADER/GIRDER •- .1 DOUBLE 2x TOP PLATE TO PER 2 -16d COMMO FACE(NAIL CEILING JOIST TO BLDG;. CONNECTION """'t� "� (MINIMUM) TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. U!SING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4.16d COMMO EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD i i I REQUIRED •••• :=I i (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 2.0 FACE U I STUD 2 •16d COMMO O.C. NAIL � (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE FOR STU .•r; HEADER TO 16"O.C. FACE in "':,�,;...--•• •;" 16d COMMON U) HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2 -16d COMMOP I PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. ? BOTTOM PLATE TO: •'f:� •• F......••THRADED ROD PER PIECE OF SIDING BELOW ? ° ° ; ; E FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT FACE NAIL � �.� END JOIST OR BLOCKING '•'•';r ' CNW COUPLER NIUT 1/2"DIA. LAG BOLTS W/WASHERS ••�� CONNECTED TO BLDG. @16"OC STRINGER ( �;r •, � POST DECK FRAMING: 016- c MINIIMUM U (2)THRU- ,�^ :� . ,' !� END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS �•`' :_; ;, •: -:_;• _ " -=11 • . • QTY. SPACING P844 POST a ' � •` •�, p JOIST TO: PER "dia. •••••• •• TOE ANCHOR PIER ' � ' '•' ...•'• M1NIMlM " s • SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL FLOOR FRAMING o ie"TREAD ice- • o' ►�•...,.,. •• " 2x JOISTS ° +�, ,,.'• ;• '�, o ' o a EN5¢FS1'A1NCE Y ° BRIDGING EACH TOE ••.�°';, •' '• 12"x12"x12" Y 2 •8d COMMON GRADE CONC.SLAB •� 4 '�•• °•' •• •o • ''• 'sr'. • TO JOIST END NAIL a >a •. • 1••$•• �r CONCRETE FOOTING 2 - 8d COMMON(As REQ.) -4 ,• .1 ..,; c" c" BLOCKING EACH TOE BLOCKING FOR JOIST HANGER >' W r" C Y 1 Y \ LAG BOLTS ; ' B"die. , , '� DECK PIER TO JOIST END NAIL 'p p 3,_O a; CCORNC. e! PER PLAN " BLOCKING TO: EACH TOE y HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL RIM JOIST,/BD. e SiMP50N STRONG TIE MODEL STRRI/2 :`a A C LEDGER STRIP EACH FACE 1 ` a 9• • 4 DECK POST FTG. CONNECTION 3 -16d COMMO ; DRAWN: MH/MS b• INSTALL A$PER MANUFACTURE'S RECOMENDATIOI\�5 TO BEAM JOIST NAIL , r SCALE: LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE , " f 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMONJOIST NAIL JOB#: QECK/PORCH LEDGER CONNECTION 2/1/2024 6X6 POST PAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH FOOTING BAND JOIST PER END TO JOIST 3 -16d COMM01,I JOIST NAIL SHEET NUMBER: BAND JOIST TO: PER SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL .,..,..,. A-9 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE Y PLAN CONTENTS: GENErKwft' A" L *Nk ' OTES l). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'�JVALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing detaills. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State (building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO oAS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS jAS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE .AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS(8"THICK) so CEILINGS (PLASTER,stucco) U36o Theses codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - FIRE ESCAPES 40 " CEILINGS(GYPSUM) U240 should! be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS (6 THICK) 85 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWRNGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL F RAM I NI G: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 0responsibility construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programis in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE H INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ►--� 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Q+ or exceeds manufacture's; specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONiXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 'Z 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIS7r, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �_-( length adjustment factors in table 3.16. END JOIST OR BLOCKING; FOOT SEE NOTE: 1,2 [--i 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD �--� heights of finished floor(s) above typical grade. FLOOD determine intended heights 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry wallls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" longat 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES pp P Y 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD _ BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inclh thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ O.C. EE NOTES: 1 ( BOTH FIELDS) 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD W 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL AA along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP . 1 d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 6 O MO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOISTO BEAM ER 3 - 8d COMMON JOIST TOE NOTES x o 7). Dampproof exterior cof foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Constiruction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL W a 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, ir- W C7 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �./ 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO w x Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE PER SEE NOTE: 1 sn U 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. M For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U 1). Ali framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QT`Y. SPACING Edition Wood Framing Construction Manual, �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gdi AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglass Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. 1NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise• Ledger to be fastened to building with 1/2" dia, bolts with washers and nuts JOINT DESCRIPTION IQTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. N v E 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d C:OOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD c Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.C .. FIELD INTERIOR ZONE 8d COMMON @ 6" O, . 8d COMMON @ 12" O.C. SEE NOTE: 3 *' UP openings. LVL headers tco have (3) jack studs and (2) full length studs on each side of WALL SHEATHIING: = � openings. Bearing wall wiindow sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES Q o openings between 4'1 and 6'0 and 2x6 wall openings between 5'tl and 8'9. Provide fire (NAIL NAIL 0.4 to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6 w and blocking where applicable. (QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d C:OMMO AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 9 5). All flush beams/heathers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC _ be used. t° � -� � anchors where applicable' to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE U E 6d COMMON °` ` 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with ; E Floors to have ceramic tile installed shall be verified for load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. o w proper P y WALLBOARD 5d COOLERS 10" O.C . FIELD � on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g� g other access openings unless otherwise noted (typical). plates or joists are cut out during installation for an plumbing related work NAIL NAIL 3). If wall studs, p j g • y P g JOINT DESCRIPTION " w 8). Dormers running up hoof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8 TYPE-X SH AND A K FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. I� d state code and manufactures recommendation for maximum hole size and spacing permitted. 3),INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where' applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR � HVAC SYSTEM NOTES 1" OR LESS Shc COMMON12" O.C. FIELD (5.7 SQ.FT.2ND. FLOOR) 9). Provide blocking/briidging in floor joists at 8'0 o.c.. Use solid blocking in floor joists U MIN. NYS Residential Code R302.11-FIREBLOCKING REQUIRED O under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N O'TES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) W requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. r 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY T O BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULEE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the! panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing re luirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: p g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. a adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed � members shall be doubled, i or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be� used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. �+ DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )• SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is ccontinuous over connected P members,the tabulated numlber of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail I per foot. INCLUDING SUBFLOOR,IS COMPLETE. t#A �• 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or ` �` d ��► per as throughout 4 . Install Smoke detectors and Carbon Monoxide detectors section R314 ` "r approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P torch clown type material over. and R315 of IRC. '1 ��' DRAWN: MH/MS ► " ..,' „ SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G '' JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 2/1/2024 t AND BASES.USE WITH FLASHING CAPS TO , " ( ♦ Q¢r SHEET NUMBER: COVER TOP A-10 REVISIONS: SITE DATA PROPERTY: 24,585 SF 0.564 ac PROPERTY WETLANDS: 2089 SF BUILDABLE PROPERTY: 22,496 SF 0.516 ac ESTIMATED AREA OF 2000 SF - GROUND DISTURBANCE: AREA LOT COVERAGE: EXISTING: HOUSE: 1,047.4 SF 4.66% PORCH: [56.0 SF] [REMOVE] DECK: 440.2 SF 1.96% O.D.SHWR: 24.0 SF 0.10% xv DETATCHED GARAGE: 360.0 SF 1.60% TOTAL: 1871.6% 8.32% V� DESCRIPTION: AREA LOT COVERAGE: OC G PROPOSED ADDITION: 342.2 SF 1.52% PROPOSED PORCH: 65.0 SF 0.29% TOTAL: 407.2 SF 1.81 % �pQt``a COMBINED TOTAL: 2,278.8 SF 10.13% s METES AND BOUNDS: SURVEYOR: NATHAN CORWIN SCTM: 1000-137-04-14.1 DATE SURVEYED: FEBRUARY 12.2009 ELEVATIONS REFRENCE: NAVD 1988 CO ZONING: R40(NON CONFORMING) FLOATING DOCK N 77°22'26" E FLOOD ZONE: AE 6/X C 29.74' �( 7 S 87°40'57" E 8.54' N 65°48'03" E j��$5( VV 39.76' p �UOOD GFA CALCULATIONS LOCATION: AREA: PROPERTY: 24,585 SF WETLANDS: 2,089 SF �'�. .� •�•� �� � � i BUILDABLE PROPERTY: 22,496 SF x •�pvs •it • - - N\GN��10QO EDGE OF LAWNN (280-207d)GFA PERMITTED: 3,599.6 SF O EXISTING 1ST.FLOOR: 1,047.4 SF M� EDGE OF_ - + / /•� LAWN - j / EXISTING 2ND.FLOOR: 996.9 SF H i '✓I / TOTAL EXISTING: 2,044.3 SF OR M PROPOSED 1ST.FLOOR ADDITION: 342.2 SF PROPOSED 2ND.FLOOR ADDITION: 342.2 SF I / I TOTAL PROPOSED: 684.4 SF NYSDEC TIDAL WETLAND BOUNDARY / AS MEASURED IN THE FIELD ON 8A2/2011'- BYAF/SL / TOTAL GFA: 2.728.7 SF / ! 1 � / I EXISTING ROOF A ° 0 -4 O A w z o ® ® W ZONE AE(EL 6) \ V IONEX •�.�. � /' IN Imo- -• I h- EX. EXISTING I ® DW .......... DECK I IIIIhyWI❑y1111 0 ® o !o i 0 0 -ILL ILL EXISTING 2 STORY ' C a pW FRAMED HOUSE / I O iF EL.9.0' LLJ - .- � I ^ . fllT f�NCING� Y"+ I EX. rJ� i t M N v I O t1TING POIACH r ___ �('Fj� BE DEMO.. PROPOSED 2 STORY B ADDITION SKY PLANE EXISTI 1 ' GARA , r I '� o " c o , I I `i MR - MI 101 ,b_W •G�-1 I I ' /'OIl` I LOSA N 1 I I Y> IKG J T� `I ►ARTU9eL+FW+FAL AY ICI I R REPAIR UERED �I I I -ELEER CTRIC 1 m I -UTILITY �O Cn '' I 1 STORM WATER MANAGEMENT DETAILS cu 19 if W � ' I r / 60 ' LOCATION: SF AREA: 2'RAIN PER HOUR PROVIDE: CAPACIT100%RUNOFF AT DRYWELL Y: II I INEW ROOF AREA:600 SQ.FT. 100.2 CU.FT. (1)8'd1a.,3'deep 126.8 CU.FT. BU DINGS NVEI PE _ O 20 - I / / 15, lJJ 10 0 k ( / / 0 - - - - - / O QGEE GUTTER-STANDARD S' �'J' y AG m - TI -61 L C] NOTES: ���fff 7 / 0 I EXISTING L _ � M b� 1).EXECUTION: fC Z z STONE T rn �� A).00 NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. DRIVEWAY O I I \ AJ1 W! 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALUTION. B) THE MANUFACTURE FOR ACHIEVING THE BEST SRESULTS FOR THMETHODSREE SUB CO MSTRATEEUNENDEDY R THE PROJECT CONDITIONS. �j/!/1 1,� W TER _ A L ^ ZG M ER C).PAINTS WITH PRO METAL SURFACES AND SURFACES CONTACT WITH DISSIMILAR /(] J'' METALS WITH PROTECTIVE BACONG PAINT. G V�EJ TT1 / 3,INSTALLATION: 4444 11 CONSTRUCTION -" - �- A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. NfN ENTRANCE WATER �� �6 - 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO Y FOR EVERY+O'OF RUN. N VALVE-�' - 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS, E).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ZOBOARD OF APPEALS S 86°40'00"W �5.0S. A(xE550M:RI B).ALUMINUM;RIVET AND CAULK WITH A BUTYL!EALANT SUP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL �� 2 CONNECTION WATERTIGHT. Bldg Dept copy frOm Z3 A F L E ETIO O D ROAD DRY WELLS TO BE SO'MIN. PROTEcnON: Final reviewed documlolts AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, ZETA File#��oZ to B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL �'y ) ,^,O `11\ COMPLETION. Date: 7y / ! 0 a O O nW/ N ' N PROPOSED SITE PLAN DRAWN: MH/MS SCALE. 1 30_0 W 0, SCALE: f JOB#: S as 3/27/2024 SHEET NUMBER: S-1 - r ,;gy'ar fie•'"s�'E a$� M� _N•tir r �- ,�� �` _e• s � NO ajjkt . 1� r � . m. y 4 h i ��- r. F_ _ •�' 'mot::.- k - _ sue. t .i ✓,� •y�j; •. kv a,...... `` .'�• n i ..- .'�' ,!�/-"'�,y 1`�� �' � �� •tom. �LY �h � � !' � 20250217_140116.jpg � �- �- https://mail.goog rrn �f r— �Y r ' Y t+r ,pbt i r + s .�r+�am.' ,� � � q I,_ a ',, s' ' '� �•� VN ,p} - _ t�*f � ,i rigs ;# ♦ a, f' < v. �. i ice' • v ,• ►.;�r* : '`!l: x"' r�,P , ,�� rJ . . � 1'!r� r. -tom .,y, .'ry � ors 1 of 2 2/2( 20250217_140111 jpg �� �^`Yl t �` �� https://mail.goog II 1 .3r w+n r J`yard Im IM A''�' ,A.:.; x. 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