Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
44699-Z
zz " �OS�1FFUtiy-co�y Town of Southold 9/21/2021 .o a� P.O.Box 1179 0 o - � 53095 Main Rd t y oma; Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42368 Date: 9/21/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 45805 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 75.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/27/2017 pursuant to which Building Permit No. 44699 dated 2/14/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered front porch, attached garage,rear and side stoops and outside staircase with platform as applied for per ZBA#7302, dated 3/5/2020. The certificate is issued to Gorman,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0802 8/12/2021 ELECTRICAL CERTIFICATE NO. 44699 5/29/2020 PLUMBERS CERTIFICATION DATED 3/10/2020 illi orman A o 'zCr e �guFFat,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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#:, 44699 Date: 2/14/2020 Permission is hereby granted to: Gorman, William PO BOX 1447 Mattituck, NY 11952 To: Additions/alterations to an existing single family dwelling as applied for per ZBA approval. Replaces BP# 42160 At premises located at: 45805 Route-25, Southold SCTM # 473889 Sec/Block/Lot# 75.-2-14 Pursuant to application dated 2/14/2020 and approved by the Building Inspector. To expire on 8/15/2021. Fees: PERMIT RENEWAL $649.00 Total: $649.00 Building Inspector �s�FFoc,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT O TOWN CLERK'S OFFICE 5 • � 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#: 42160 Date: 11/20/2017 Permission is hereby granted to: Gorman, William PO BOX 1447 Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 45805 Route 25,Southold SCTM # 473889 Sec/Block/Lot# 75.-2-14 Pursuant to application dated 10/27/2017 and approved by the Building Inspector. To expire on 5/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $512.00 CO -ADDITION TO DWELLING $50.00 Total: $562.00 '6ui ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. October 26th 2017 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 45805 Route 25 Southold . House No. Street Hamlet Owner or Owners of Property: William Gorman Suffolk County Tax Map No 1000, Section 75 Block 02 Lot 14 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF soU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �O� sean.devlinttown.southold.ny.us l�C®UNTI,��c' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Gorman Address. 45805 Route 25 city,Southold st. NY zip: 11971 Building Permit#. 44699 Section. 75 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor, DBA, Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 7 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 14 Smoke Detectors 5 Main Panel 2 A/C Condenser 2 Single Recpt Recessed Fixtures 75 CO2 Detectors Sub Panel 1 A/C Blower 2 Range Recpt Ceiling Fan 1 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 3QAx2 Emergency Fixtures Time Clocks Disconnect 100A Switches 64 4'LED 7 Exit Fixtures Pump Other Equipment, 150A Main and 100A Main+ Sub, Oven, DW, Fridge Notes: House w/Attached Garage Inspector Signature: Date: May 29, 2020 S Devlin-Cert Electrical Compliance Form.xls pF SO(�r�®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 , roper.rich ertp_town.southoId.ny.us 04. %f14 N, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Gorman Address: 45805 Route 25 City: Southold St: New York Zip- 11971 Building Permit* 42160 Section- 75 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 42688-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 250a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixturesl Time Clocks Disconnect Switches Twist Lock ri Exit Fixtures TVSS Other Equipment: 250 A underground service with 2-meters, 1-150a panel with main disconnect, 1-100a panel with main disconnect Notes: Inspector Signature: Date: April 24 2019 81-Cert Electrical Compliance Form.xls qf S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,MY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD F- 'MAR-,4 0 2020 CERTIFICATION Date: Building Permit No. l 00 Owner:-W(t..,LA (f'!W-iA (Please print) (Please print) I certify that the solder used in the water supply system con s I s than 2/10 of 1% lead. Sworn to before me this (Plumbers Signature) day of 20� Notary Public c�0 CONNIE D.BUNCH Notary Public,State of New York No.OIBU6185050 Qualified in Suffolk County Commission Expires April 14,20a-c oe souTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION � [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z f INSPECTOR 0 OF SO(/lyo # TOWN-OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPEC ION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ - --FRA MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK • l C,,4A eol t� k4A r 1 Vx (L4, V MVV/ C DATE INSPECTOR pF SOUTyO6 * TOWN OF SOUTHOLD BUILDING "DEPT. co 765-1802 I-NS"PECTION [ ] FOUNDATION "1 ST [ ] UGH PLBG. ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ : ] FIRE RESISTANT CONSTRUCTION [Y ] _FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARKS: l �/I �� WON ` IcP ov NZ.00 " 5 (J �� • v1 � .F DATE wd INSPECTOR ?/I o��OE SOUIyo! # # `TOWN OF SOUTHOLD BUILDING DEPT. `ycourma�'' 765-1802 ; 1 NSPECTION [ ] FOUNDATION 1ST i [ ] ROUGH PLBG. A [ ] FOUNDATION 2ND [ZSULATIOWCAULKINFRAMING /STRAPPING [ NAL [ ] FIREPLACE& CHIMNEY- [ ] ' FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ,,., REMARKS: CPA 6+ 40 0 it Fw r4t I W u i _u DATE ��� o 0 INSPECTOR 0f SO(/Tyo� LIE/ Z/ R-o c1 7z,?,!�r - - - # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 y. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] °INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j" ] ELECTRICAL (ROUGH) rkA ELECTRICAL ( INAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 0, 19- to —1 a ke I hc4—hj a -noalu )c on o1lzM1'AV-4Q DATE 12-/24) INSPECTOR i Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 45805 Main Rd City: Southold Builder Name: William Gorman Builder Tracking# Combustion Appliance Zone (CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional fornis if Pore than one CAZ or f hon:e has nn ltiple healing systems or water heaters) Date of Test: 2020-06-04 Outdoors Temp During Test: 80 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: NIA pa. CAZ Ambient CO: NIA PPNI Test Pressure: NIA pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: NIA pa. If Yes,Total CFlvl Simulated (explain in notes) NOTES: eating System Primarv: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other Efficiency Fue! 1 �vne a Venting Tyne 3 Drat Stn"11aee S is llaee Co CO Circle T e 'ascal (Worst Case) (Natural) Vnrst Case) aturrrl Rating:96-0 NOP❑.O❑E❑ N❑%aIvcjs2 N/A Pa. Pass❑✓ Fai10 PassEFail❑ N/APPN, N/A 'I'M Yes_❑✓ Type: Standard Tank 01ndirect❑_Tankless ❑ Size: 0 0 Style Common Vent Water Heater Primarv: No Instantaneotis ✓ Commercial SeetVore.i holo, (C;allaas �. ❑ ❑( ) ) Stand Alone ❑✓ s 1 �z Ventine Tyne 3 Drat S 1116 a Spillage(Natural) CO CO E tcienc Fuel True (Circle Type) (Pascal) (Furse Case) (Worse Case) (Natural) EE': 0.95 NOP❑0❑6.❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ PassaFail❑ N/A PPM I N/A ITIVI Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 5 PPMAmbient CO(During Oven CO Testing) 0 PPM 1 Heating System Effide'ney: Enter AFUE for furnace or boiler;FISPF for heat pump;COP if heat pump is geothermal Fuel Ti-pe: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanicallv Assisted S =Sealed(Two Pipe) NOTE: If the Venting TN pe selected is i\i,no Draft test is required for that appliance If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. rVOTE: If Water I seater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled F1'of.54 If Nater Ileater,r)pc is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: 6 .,0 / Date: 2020-06-08 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 45805 Main Rd City: Southold Builder Name: William Gorman Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Ilse addtDonal forms tf more than one CAZ or if home has nntlliple heating systems or water heaters) Date of Test: 2020-06-04 Outdoors Temp During Test: 80 of CAZ Depressitri'ationN( OTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM 'rest Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System- Primary: Yes ✓❑No❑ Tyne: Furnace ✓❑Boiler❑Heat PumpQ Other❑ t Venting Tyne 3 Drat S illa a Sip Ilaee CO CO E rciettc Fuel Tune` Crrcle,T a ascal Porst Case (Natural frorst Case (Natural Ratine:96•0 NR]P❑O❑E❑ NQCMQS� N/A Pa. Pass❑✓ Fail❑ Pass0FaiQ N/APPM N/A PPM Yes_❑✓ Type: Standard Tank alndirect Tankless ❑ Size: 0.0 Style Common Vent❑ Wafer.Heater Primary: No Instantaneous ✓�otnmercial (Se Note S below) (Gallons) ° Stand Alone ❑✓ s i a Venting Tyne 3 Drat Spillage Spillage(Natural) CO CO E tClette Fuel Type (Circle Type) (Pascal) (Morse Case) (Worse Case) (Natural) 1ii-----N-R-1PEj0[:jE-0j N❑M❑SQ N/A Pa. Pass OFail❑ Pass❑✓_Fail[:] N/AI'PM N/A PPM Oven-' Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes No❑✓ Oven CO 5 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Effteie►tcy: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 'Fitel Type: N =Natural Lias P=Propane O=Oil E=Electric 3 Venting Tvpe. N =Natural/Atrnospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS RLQUIRI:D for all appliances regardless of Vcnting Type,tfthe exhaust vent is accessible. 4 Hater Heater S ale: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 !mater Heater Efficiency: If Nater Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater"type is"Commercial"and the unit is 99 gallons or less.enter a maximum-modeled EF of.54 If Water Ileater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Plumber: 7960376 Rater Signature: Date: 2020-06-08 4 Hama Energy RatIng Cert kale Property HERS Main Rd Rating Type: Confirmed Certified Energy Rater: Michael Caruso I William Gorman Rating Date: 2020/06/05 Rating Number: MC448 45805 Main Rd Registry ID: 609402907 Southold, NY 11958 Estimated Annual Energy Cost _ Use MMBtu Cost Percent_ HERS Index:- 51 Efficient Home Comparison: 49% Better Heating 62.4 $1415 47% [G:e:neraf Information � Cooling 0 $0 0% Conditioned Area 3295 sq. ft. House Type Single-family detached Hot Water 10.9 $203 7% Conditioned Volume 29120 cubic ft. Foundation More than one type Lights/Appliances 23.5 $1364 46% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features _ _ Total 96.8 $2998 100% Water Heating: Instant water heater, Natural gas, 0.96 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Heating: Fuet-fired air distribution, Natural gas, 95.0 AFUE. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 83.00 CFM25 2009 International Energy Conservation Code Ventilation System Exhaust Only: 129 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes � y 2015 IECC HERS ERI tc,(,� & d _ 2015 IECC ERI Building Shell Features ECCC New York State 2016 Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-18.0 Infiltration Rate Htg: 1176 Clg: 1176 CFM50 Foundation Walls R-0.0 Method Blower door Energy Testing Services, LLC. Lights and Appliance Features 1648-A Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 633 Clothes Dryer CEF 3.50 Dishwasher (kWh/yr) 307 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v1 6.0.3 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 1 1 • ' • COMMENTS • 1 • Gl` FOUNDATION(21 INSULATIONa"wo. Eoomg�m ROUGH FRAMING& PLUMBING STATE ENERGY CODE V pm �1 tri , % wr �r 0O �►y. fflm ADDITIONAL COMMENTS TRW MA.. M-MNYAWMAR MIR= blow •, � ;�a, �J:��►' :I_ Ill�f�'i� • � - `� r � �GETZ,�,: _� .�. 1 ,Fil:�.t� . TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BEILDINGDEPARTMIENT Do you have or need the following,before applying? TOINWHALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees "'Application D Flood Permit Examined 20� � Single&Separate Storm-Water Assessment Form OCT 2 7 2017 contact: Approved 20LI Mail to: Robert Wilson Disapproved a/c t ,L"1p'4G DrN-Ta PO Box 49 Southold NY 11971 TOW14® S®�H®ED Phone: (631)504-8842 Expiration 20 t - n — B 'ng I ctor APPLICATION FOR BUILDING PERMIT Date October 26th , 20 17 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises William Gorman (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 45805 Route 25 Southold House Number Street Hamlet County Tax Map No. 1000 Section 75 Block 02 Lot 14 ppSubdivision Filed Map No. Lot i7 P 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residence Demolish 585.5 sq.ft.of exsitmg 1-1/2 story wood framed residence. Add 260 sq.ft.of new two story wood framed addition to existing 738.4 x 2=1476.8 sq.it two story residence. Finished total structure will be b. Intended use and occupancy�se.a x 2=lass s sa.ft.. 3. Nature of work(check which applicable): New Building Addition V Alteration Repair Removal Demolition y/ Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 26' Rear 29'-3-1/2" Depth 56'-11-3/4" Height 29'-7-1/2" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 26' Rear 26' Depth 28'- 4-3/4" Height 29'-7-1/2" Number of Stories 2 8. Dimensions of entire new construction: Front 26' Rear 26' Depth 10' Height 29-7-1/2" Number of Stories 2 9. Size of lot: Front 186.80' Rear 182.10' Depth 121.70- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated AC 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO_Xl 45805 Route 25 14.Names of Owner of premises William Gorman Address Southold NY 11971 Phone No. (631)294-4241 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF SS: K Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER Sworn to before me thi NOTARY PUBLIC,STATE OF NEW YORK P-771-h day of 20NO.OIDW6306900 'QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, / Notary Public 0 Signature of Applicant BOARD MEMBERS so yo Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1179 •. Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Q Town Annex/First Floor, Robert Lehnert,Jr. ��� 54375 Main Road(at Youngs Avenue) Nicholas Planamento yIrou I, Southold,NY 11971 http://southoldtownny.gov �[RECEIVED ZONING BOARD OF APPEALS `^ g y2 AM MAR 1 0 2020 TOWN OF SOUTHOLD •���,�� Tel.(631)765-1809•Fax(631)765-9064 �• �ia{ So hold 'Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 5,2020 ZBA FILE: 7302 , NAME OF APPLICANT: William Gorman PROPERTY LOCATION: 45-805-Main Road,.-Southold,_NY SCTM No. 1000-75.-2-14 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under.the Type H 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 10, 2019 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt)list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is a 21,695 sq. ft. non-conforming property in an A-C Zoning District. The property has a Main Road (NYS Route 25) frontage of 186.80 feet which then runs north 121.70 feet to the rear property line, which is 182.1 feet, then returning south 113.9 feet to Main Road. The property is improved with a 2-story,frame house, which suffered fire damage in 2015, and is currently under construction with building permit # 42160, issued November 20, 2017. There is also a wood frame garage, and two wood storage sheds in the rear yard of the property. The property also has a one-story building with a previously permitted and now abandoned commercial use, towards the eastern side of the subject parcel. All as shown on the survey prepared by Nathan Taft Corwin, III, L.S., last revised February 6, 2019: BASIS OF APPLICATION: (Re-opened on December 19, 2019) Request for a'Variance from Article XXIII, Section 280-124 and the Building Inspector's March-18, 2019, Amended December 2, 2019 Notice of Disapproval based on an application to construct a front porch addition to an existing single family dwelling currently under construction (BP.#42160) and to alter an existing building'to an,accessory storage building; at, 1) Dwelling is located less than the code required minimum front yard setback of 40 feet; 2) Accessory structure is located in other than the code permitted rear yard, located, at 45805 NYS Route 25, Southold,NY. SCTM No. 1000-75-2-14. RELIEF REQUESTED: The applicant requests variances for the following: Page 3,March 5,2020 #7302,Gorman SCTM No. 1000-75-2-14 would fall outside of the allowable setbacks therefore requiring a variance. The conversion to apartment space on the second floor is in an existing space but does not change the setbacks. The existing commercial building is located in a side yard and since it is a masonry structure that cannot be practically moved to a conforming rear yard location. There is no way to legalize this structure other than with area variance relief. 3. Town Law 4267-b(3)(b)(3). The variance for the front covered porch granted herein is mathematically substantial, representing 60 % relief from the code. However, any proposed addition to the front of the residence would need variance relief due to the location of the existing house on the property. Additionally, the porches will enhance the architectural style of the dwelling, will not be seen from the street, and are open on the sides thereby reducing the scale and mass of their appearance. The variance for the second-floor apartment is also mathematically substantial, increasing the foundation size from the allowable 25 % to 49% coverage, a 24% increase in the allowable lot coverage. This is mitigated as the existing building already exists, and the apartment is just a change of use on the second floor of the existing house. The variance for the rear yard setback is mathematically minor, as it is only an approximately 4% increase in the setback to the rear yard. The setback is for a second story deck and open stairs. The variance for the proposed storage building in the side yard is 100% relief from the code. However, the removal of the curb cut to Main Road (NYS Route 25)-on-the-eastern portion of the-property-and-the--planting-of-ever-gr--een--screening-along-the-front property line, as conditioned herein, will reduce the visual impact to the street and will bring the subject property into compliance with a residential use only 4. Town Law 4267-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, the Suffolk County Department of Health-Sanitary Code, and the conditions imposed herein by this Board. 5. Town Law §267-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. The applicant also started renovations without the benefit of permits. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered front porch, rear steps to the second floor, storage building in the side yard, and second floor accessory apartment 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-B, motion was offered by Member Planamento (Vice Chair) , seconded by Member Dantes, and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin, III, Land Surveyor, last revised January 7, 2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed front porch shall not be enclosed and shall remain unconditioned space. 2. The property owner shall be a legal full-time resident of either the principal dwelling or the accessory apartment located in the principal dwelling on the subject property and must provide this Board all necessary documentation to the Board's satisfaction to demonstrate residency before a certificate of occupancy is issued by the Building Department. �� Page 4, March 5,2020 #7302,Gorman SCTM No. 1000-75-2-14 3. Only one acces partment to be located in the principal dwelling may exist on the su ' ct property. 4. The e ' 'ng eastern curb cut on NYS Route 25 in front of the proposed accessory storage bui 'ng shall be moved and landscaped with evergreen screening with a minimum height of five (5) feet and pl ted four feet on center, so the building will not be seen from the road. 5. The accessory garage and accessory storage buildings on subject property may only be used as sto age as accessory to the principal dwelling and the accessory apartment. 6. An approved permit from the Suffolk County Department of Health Services shall be present to this Board for the onsite septic system serving the principal residence and accessory apartment. 7. The existing garage currently being used as an illegal apartment shall be restored to a ga ge/storage use only and shall not contain sanitary plumbing or heat or air conditioning. Any Ce r ' cate of Occupancy all be issued only after inspection by a Town Code Enforcement Officer rming that the garage has been con ora a use only and has no habitable space. 8. The open stairs and secon s ory ec in a rear yard shall remain open and never be converted to habitable space. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit 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, or demolitions, 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. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith ti6ill render this approval null and void. 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. Vote of the Board: Ayes: Members Planamento(Vice Chair),Dantes,Acampora and Lehnert(4-0). (Member Weisman (Chairperson) absent), ich la J. P anamen o Vice Nl it , Approved for filing / /2019 Page 2,March 5, 2020 #7302, Gorman SCTM No. 1000-75-2-14 1. A front yard setback of 24.1 feet where a minimum of 40 feet is required by code for an "as built"porch addition to an existing single-family dwelling 2. A rear yard setback of 47.7 feet where a minimum 50-foot setback is required for an "as built"second story deck addition to an existing single-family dwelling(under BP#42160) 3. Legalize an "as-built" accessory building proposed as a storage building in a side yard,where the code requires Urear yard location 4. egalize an "as built"expansion of the foundation of the existing single-family dwelling by 49 percent for an accessory apartment in the principal dwelling where the code permits a maximum of 25 percent. ADDITIONAL INFORMATION: As per testimony of the applicant's attorney and also the applicant, the proposed porches are for entry into the house during inclement weather. The property is currently under construction to have a second floor demolished and reconstructed with building permit # 42160. The original applications were for a front yard setback for a covered porch, and an application for a Special Exception permit from the Board of Appeals to convert the property to a two-family residence,ZBA File#7303SE. This application also required an approval for an upgraded sanitary from the Suffolk County Department of Health which was denied. Subsequently ZBA File# 7303SE was withdrawn by the applicant and this application was amended to include the variances cited above, including an accessory apartment in the principal dwelling. At the hearings, the Board inquired about-the-current use-of the one story building previously used for retail, located-on--the-eastern portion ofthe lot. The applicant testified that it is currently used for storage only and no improvements are proposed at this time. The applicant also stated that the accessory frame garage located in the rear of the lot is currently used as habitable space which the Board told the applicant must be discontinued, and that the garage must be restored to and used only for storage purposes. The Board then informed the property owner that he would have to meet all the residency requirements for the approval of an accessory apartment, which include being a full-time resident of either the principal dwelling or the accessory apartment. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1,2019 and also on February 6, 2020 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 §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The uses along Main Road/Route 25 near the subject property are varied, including commercial, residential and agricultural. The proposed covered wrap around porch is colonnaded and is not enclosed, is largely screened from the street by an existing hedgerow, and front porches are common features on residential structures. The rear yard setback of the "as built" second story deck cannot be seen from the street, and the rear yard is screened from view of the adjacent vineyard. The accessory storage building in the side yard has existed in its current location for many years and was previously used as a commercial building, After this approval, it will be converted to an accessory storage structure, which is typical for residential properties, and the building footprint will not change. The subject property is already screened from the road by a high hedgerow, which will be enlarged to cover the existing storage building so the proposed wrap around porches and storage building will not be seen from the Main Road. As for the "as built" expansion of the foundation, the dwelling has conforming single and combined side yard setbacks, which are conforming, and therefore there will be no detriment to nearby properties. The property is also adjacent to a vineyard tasting room, so the scale of the project is well within the character of the neighborhood. 2. Town Law §267-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. The existing residence has been there for many years, and is currently under renovation/construction with a valid building permit. Any addition to the front of the house _ I c�NENT (P;) 45805 AIN RD. �j + 414 j �' ' d �� SOUTHLD N.Y. °� , �j _�1`� GYPSUM BOARD 1/2-N 'ID I. GYPWM ARD /a. yo EXISTING: SIN SLE FAMILY RESIDENCE THIS AREA OF EXIST RESIDENCE i - BO (aS n) II —V TO BE REMOVED I %9E99MC)STEELM SCT # 1000-75-02-14 -- Ka,5yr GOVERIN65 ROOF AND HAL'- ZOf E AC .5 ACRES �I ASPHALT HEATHIFT EXISTING /2 E5 -- -- 2D PROPOSED: — DEMOLISH 586 SQ F E1-1 - 6•_p^ 20'-0 6YP911M SHFJ\T1 N6,1/2-N. 2D , 1 I PLYW070(per I/2-In) , Ib STORY WOOD FRAMED I ESIDENCE. 20'-012'-8' 13'-4' RI60 IN51,11"A710N,I/2-h. 015 ADD 720 SQ FT ADDITIC N i 5tN61.E-PLY SHEET WATERPROOfIfiG MEMBRANE o-1 ADD 460 SQ FT. TWO C R GARAGE (ADD 3235 SQ FT NEW •OVERED PORCH BITUMINOUS,SMOOTH SURFACE i I1 WATERPROOFING MEMBRANE i IS IRENOVATE EXIST. STRU PURE TO CREATE TWO F L O O R 5 A N D F L O O R FINISHES APARTMENTS INCORPOR TING EXISTING & NEW ON OR[TZARTILE(3/4-iri) I APARTMENT 'B' 3 BEDR MSAPARTMENT 'A' 3 , ON 2 BATHS 1869 SQ.FT. "_ i wRmc noo.rtw 1)2-4n. Sn,MORTAR l3ED I �'O 3 1 1'-7" __2___--. 34 _8a^ HARDWOOD 1'LOORIN6-I/"i-N. 4 _ Ran ro ccoe 1-0-x4-0' OOalS- -t 2 lvL TxP ® 0 ® I LINOLSIORM OR ASRWLT TILE.1/4-iri 1.0 ,( I zo ro:Ran o WEFLOIN6,3/4-il. i 5.0 Ro ® aR`"'• I FLOORS"WOOD J015T(no plaster) 11-h. 16-In. I •_g^ 13'-9'— R g JOIST SIZES(h) OL. OL. o ! 2x6 6 5 RECEDED MUDROOM 0 2xb 6 6 ® - I 2x10 I 1 6 2x12 b '1 I FRAME PAAtTITIONS i WOOD OR STEM SRS',1/2-N.6 gPgVE SEOlbx OF Ex6f ES1FnbR d� 'z't'-BOTH 51DC5 8.0 g o wa,_ NX.o-1....y,......n Reaorw I FRAME WALL 5 8�8Yd of p r 1 .-Th sS0 iasis O 12 oc i EXTERIOR 51'I.D WALLS: �C11ng 'w EXISTING srRucruaE eiN b 2x4 6 I6in,5/b-N_5YMLM, ' APARTME�'B^ S NSW GARAGE O 110 I, w � . �" � INSULATED,3/b-N.SlDIN6 1 mvc sue II 12.0 11an-rn ao,bsrs ,e-oc F S o 6: i NSULATED,9/b-N_SID�Ne, I, EXIST DINING ROOM LIVING ROOM " o EXTERIOR STLO WALLS WITH RG VENMR 45.08 PiNPLASTER 9R I 8 PLASTER,AD MASONRY b/tt2 FOR EACHAGE PLA5TgEVALIE,W � 6IVE1<r�PReSeNT AVERA6e5 IN!50M GASES TFa;M IS A MODEL RPLIGH OPENING CONSIDMABLE RANGE OF Vm6HT FOR TIe SAW CON5TRixTION. • 2016 EGG OF NEW YORK STA A CW 135 2'- -7/8"X3'-5-3/8" BAT ROOM#1-B T o R40131 PERMANENT CERTIP04TE-SHALL BE COMPLETED BY THE B WDH 2446 2' 6-1/8"x 4'-8-7/8" 10'-0 ' 17'-1" BUILDER OR RE6I5TERED DEE1 6N PROFM51ONAL AND P05TEP IN C WDH 2432 2'I6-1/8"x 3'-4-7/8" o-o-o eRRuo ow 000A THE UTILITY ROOM OR OTHER.APPROVED LOCATION INSIDE THE aE°teams/ -- -,�,_1_,e- w��=-- t3U1LDIN5, D WDH 2842 2'110-1/8"x 4'-2'," E WDH 24310 2' 6-1/8"x 4'-0' R402 2.4 ATTIC OR CRAWL SPACE ACCESS-SHALL Be / 20'-0"— WEATHER-STRIPPED AND IN5UUATED TO A LEVEL EQUIVALENT TO F WDH 2836 2'-1,10-1/8"x THE INSULATION ON THE SURROUNDM5 SURFACES. PST sra"s ® x-Tali w T OwOEq / r aRabRED TO e' 8402.4.AIR LEAKASE -BUILDING THERMAL ENVELOPE SHALL 13EPLUMBING RI ER DIAGRAM CONSTRUCTED TO LIMIT AIR LEAKAGE TO<3 AIR GHANSES PER HOUR. BEDROOM#2-B OOF-Si I zxe a 16-oc RS BEDROOM#1-B_ I I R402.4.1.1. INSTALLATION-THE GOMPONENS T5 OF THE BUILDiIN _ ; I EXIST THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH 1ED I rzzw°ovrneo RORa •_10^ ENTRY O0 THE CRITERIA LISTED IN TABLE 402.4.1.1.WHERE REQUIRBY ,- tip\ f," - I do I I CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL Rags FIRST FLOOR I 1/4" = 1'-0" 2 20.18 COMPONENTS AND VERIFY COMPLIANCE. ebsr clsr azar �� i I R402.4.1.2. TESTING-BUILDING OR DWELLINS UNIT SHALL BE Ep / I PARTY- REVISED 3.5.18 I� TESTED AND VERIFIED AS HAVING<_3 AGHSO IN GZ4A,3,AGA. REVISED 7 23 18 I I / I TESTlN6 SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. l l REVISED 2 7.19 %� ti+./ cnowseo wasT I �Ta I I REVISED 11.1619I I I EXISnNG COVERED PORCH I �I' REVISED 215.19 R402.4.4, COMBUSTION CLOSETS-ROOMS CONTAINING I ex T RRoo o yFUEL-BURNINL5 APPLIANCES REWIRE SPECIAL CARE / Revcw°R r —T-- _ ! EXCEPTION. DIRECT VENT APPLIANCES WITH BOTH INTAKE ANE II EXHAL15T PIPES INSTALLED GONTINJOUS TO THE OUTSIDE 26._21 3•_p.J ! _- R4033.2. DUCT SEALIN&-DUCTS,AIR HANDLERS,AND FILTER BOXES SHALL BE SEA-M. 84053.5, DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO ---- DETERMINE AIR LEAKAGE. EXCEPTION DLk-,T LEAKAyE TE57F 15 NOT REQUIRED WHERE A-101 FIRST FLOOR ,LAN r THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. A-102 FOUNDATION FLAN R405 3.5e BUILDING CAV TIES -SHALL NOT BE USED AS DUCTS OR A-103 SECOND FLOG PLAN PLENUMS A-104 ELEVATIONS A-105 SECTIONS 8403.4, MECHANICAL SYSTEM PIPIN5 INSULATION-CARRYING FLUIDS>105°F OR<55°F,INSULATE TO R-3 MIN FIRST FLP OR PLAN R403b• MECHANICAL VENTILATION-THE MUILDIN5 SHALL BE OCTOBER 11, 2017 PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMEN75 OF 1 REV. FEBRUARY 16, 2018 IRCAMG. REV MARCH 6, 2018 THE MECHANICAL VENTILATION RATE SHALL BE NO SREATER SCALE AS NOTED REV FEBRUARY 15, 2019 � Y q i REV NOVEMBER 16, 2019 6 scx J THAN - - - { * OOi X GFA+15 X(0 OF BEDROOMS. U reSs * v 'GFA CONDITIONED FLOOR AREA TART "yT7GDB �r _p}I RR403.1-EQUIPMENT SIZINS-PER ACGA MANUEL 5,BASED ON ' r I OF 5 �OlOFE550�p LOADS GALGULA"ED PER AGGA MANUEL J. ermds drathn ex eddm R404,1, LISHTIN&-A MINIMUM OF 75%OF PERMANENTLY PO BOX 49 1N5TALIFIXTURES MUST HAVE H15H-EFFICANGY LAMP'S. r JOAN CHAMBERc SOUTHOLD NY 11971 LOW-VOLTASE LISHTIN&EXEMPT 6J1-Z94-4241 I� i 45805 SOUTHO-DNN.Y. DDITIO __ _ EXISTING. SINGLEFAMILY RESIDENCE ti 20'-0" / 12'-8" 13-4- ADDITION AORION ' Nfl- SCTM, 1000-75-02-14 NEw STARCAEroxtiFLma "� ZONE,AC 5 ACRES PROPOSED DEMOLISH 586 SQ. FT OR EXISTING 1-112 STORY WOOD FRAMED REI IDENCE o ® s � REF ; ®T 0 I' ADD 720 SQ FT. ADDITION! N A BEDROOM A3-B BEDROOM R1-A o , O ®r^_' �s ADD 460 SQ.FT. TWO CA I GARAGE I`o �� ADD 323 5 SQ FT NEW C VERED PORCH fi �._ _ �Y RENOVATE EXIST STRUCT)RE TO CREATE TWO 8 I 9 '� APARTMENTS INCORPORAT NG EXISTING & NEW. I APARTMENT 'A' 3 BEDROO�S, 2 BATHS 1270 SOFT uME OF Dusr xnD FxDIX 72'-g APARTMENT 'B' 3 BEDROOMS, 2 BATHS 1869 SQ FT. t_11 Ryser .- P iz@ CoL."5TRAPPIN&DETAIL TABIE eapl.SRanxiR lll�gRRLY OSI®B DL]frE LOADS(In W'e4s DS W'�baEt ^' a wi sxoA'En x�E., ry aGa y , LIVE ' z I avL RIDGE w 3 o Vandharodra& SE LOAD i - _-- xu�N - -y AFL ! lted story e, 20 Cee ala -o-. 7-4. -us wr sMowER z , , ` 8 �' 1 < _. _ .,�.A'�"1v`.,. story e° 10 I NEW i N BATHRM Y2-A A7 6'� APARTME •A' - I "E 1 ` "� kS- 40 1 nles 60BATHROOM C7-B wWc-w aOSET BATNEWHRbt Al-A �- • 40 d hexrdmfLs4 2Nnn mm nems' 50' ide am es' 50' Idler than sleeping 40 ! rmv a°EET ee i rooms 30 i NEw mlrs 40a TABLE 8301.7 ALLOWABLE D NOF SinUCfUNAL MEM86RS ALLOWABLE STRUCTURAL MEMBE EFLECTIO Rafters having slopes greaterthan - -Im--, /12 with no finished ceiling LJS80 N+Ew Fond,RmF I II II I attached to rafters I interior walls and partitions H/180 Floors and plastered ceilings 1./360 BEDROOM q3-A BEDROOM 42-A _ II other structural members U240 i$ I UPLIFT COANECTOR DETAIL c ro r walls with plaster or H/360 ! nish rior walls-wind loads"'w th 1-/240 S soul ITORCICN OPCNBJSS exinuoR 6LA21r45 Dx B/1xDINB6 LOcnTCD N riffle finishes wtaBORrE Dr�1us are sx1ALL�rROTECTID FROM I91bBOIRt DERxrs, z OxAZED OPCLIAp TION FOR TEIWWECEBRIS YV.LL tEef THE� a lannne-eNn of ne tAROG Hnsus TnT or,.em a 1«6 Arra Asm a ue6 Aa riDr walls-wind loads w I h 1.1120 FDOITIMP IN ELT IfE MReOLIRO•ERS OI•AN InFAcr-Imismn 12' exlble finishes12'-6 -� Its hm TABU 0-0 SECOND FLOOR -- �Dn,L,x.FHOR�S vTMATdaoa6 or rnLe�s tw++N.uG AmA 1/4" = 1'-0" 2.20.18 I E°� Exp Ex=r Ear P �"";ACeaaTeFm riwTM�r�ere Es cperoma r eyw'�LTce REVISED 3-5.18 I 1 PRIVIan i ETT As REGLIKEo rya THE A146111 6e t•ei11oD AND SHALL Ed sreLrem ! I'aTM TK ATTACMOR MrlOY4aIQ,"IaOV1D®ATTALIR�pS S4W1 B Otl161�TO I R016T TE COIWIET/IND GxAgpllb LOA06 DCtH04P✓®d ACOCRDML't YBM 1 REVISED 7.23 18 I EMGTwC gaGF nuER Sono,eEaox nrrAas�zr movina9 nrm ANDtlRS FEpweNrLr Irarnum off 1K -- REVISED 2.1 19 I I e1n�TA�x'�aw'°ol�me�e'a A'ce'wTH ne Feevuorr erANr NR.nuxB ATrwr IN AccoRVAzce MTN rAm-e Rsa21a p raournD FaR i REVISED 2. 5.19 FaarosEDl Evsr ST IPaoEo.TEOeN wNDw:em�r Iq�nr>�T aR Le»r+eu THe ILnMAre REVISED 11 16 19 1 TA13Le=1 12:WNDHORfC DCBRIS PROTELTON FASTQ IN6 i SC/ldA.E FOR y L�OtrJ 57 E TURAL PANeI-3 I I FASTENER 5PA ANS ' PASTErEtR TYPE 4 POOP b MOT 1 PANEL SPAN <PANEL SPAN I PANEL SPAN 1!4 FOOT ab FOO, ib FOOT 1 No O WOOD SCREW INCHBAuED ANCNIOR r'Uni 2 16 to 6 B"BIDMEM LEr16TN NO.10 WOOD SGRt3Y' 1 BA5E0 ANCHOR Wlnl 2 16 a q INCH ETI8ELTIB(T LE" B INCH LAB SCREH BASt9 AK'.MOR YLTH] It, 16 Ib INCH LEN6lM a THI TABLE Is 4ABW ON uso MPH ULTIMATE MODEL R UGH OPENING OE516N WIND SFF�ANO A 55 FOOT MEAN ROOF 1 NBIONT. =`M5^"ooD T T AKEL- "tom A CW135 2'-41-7/8"x3'-5-3/8" FASTENERS SHALL BE L TED NOT LEss THAN INCH FROM THE rBIPee OF TIE PAN[- B WDH 2446 2'- -1/8"x 4'-8-7/8" O. ANG1 5 PCMiR/,TE THR THE Ex,ERc `orERN"6KIN,HESINTOTHE C WDH 2432 2'-(j-1/8"X 3'-4-7/8" L15L OP 1F56 THAN 3 INCHES INTO THE "OT LM6 FASTENERS SHALL�LOt Or T "°T'r'TEBLOKO"c0K0FZH*"Er�be°FTt£ D WDH 2842 2'- 0-1/8"x 4'-4-7/8" COW"E'a BLOCK 1_ CONCRETE PAKELS wSD""n"v�o°H,LLLL`�OBEA�rr. KCI E WDH 24310 2'-I')-1/8"x 4'-0-7/8" VIpRATIOt/-RSI�.TANT AN or HAVIN6 S, ILnMAre WT{ORAHAL GPPAOrTY CP 1IO,LE55 F WDH 2836 --T---10-118"x 3'-8-7/8" THAN Ig00 P TABLE 9402AJ 1-AIR CARRIER Aro D&A-ATION INTACLATON ca4o"eNat Nit PARiking cA,Tm,A1w-ATio i mITMA A-101 FIRST FLOOR P N celLaa 7 ATTIC AL16NEP"TH ALISIM 10111H AR A-102 FOUNDATION P I N ems`IN HALLS AND V0N1 Dr FOUIIDAT10r CAVITIES HITNIN A-103 SECOND FLOOR (PLAN AND SILL PLATE TO CE COR14pa3 AND/CADt9a5 -LNcION cr roF PLAre BE Frt y Irl^.U�L'TAT'O A-104 ELEVATIONS "'ID EXTERIOR`O'LL'T wN�" ai'AN° A-105 SECTIONS BNr ' RIH-l015T RIM J 15T• INGLLo RIM J0{5T SHALL BE THE AIR BARR" T"FLOORS B1L'LLDI . AIR BARRIER DBTALL® —N TAIN PEb9A1EN1T ABOVE 6ARA6E5 41 AT ANY EA-OS CDOE "WWT HIM THE SECOND O O R LA CAHILBVBrO rLODPA OF ImRLARON UNEER"IOe OF ww"OCR I 2017 CRAi'l S ACe HALLp ex M EARTH IN 'NSUIT,04 S BE REV 1 1.16.19 EV FQEBRUARY 16CTOBER 11, 2018 (APF4es ONLY TO UxVE)x'rID CRAWL FUFI-ZM Y ATTACHED UNVBRED DRAWL ! SPACES TOtE d"'W"EO TO CRNiL SPACE EV MARCH 6, 2018 [ SPACE RRETrARPM r VAPOR IN r�L.00RR Ir Nor FROVroET REV. FEBRUARY 15 2019 5K-T51 5HTS1 =T5NAFT5,URLttY SCALE AS NOTED 4 PFNB RON5 I PENerRAnoxs,AND - re SHAFTS OPENmbTO SPTess UIGO!✓DIT10N® ACE TO THE AIR TO BE //L� ' v 'lALCD H 1 r^ 6AR Sl ARATION AIRSEALBMrAWN 6ARA6E AND 3 0 F 5 \Fo 7)006 ' eoero,r,asDSPAee START /7 OO� p CESSBD LIEMIyy SEALED n6M AND IC ' A��tESSIONa�' Z / DRrWALL RAT® errnds draffin ex edlhn Y HJAL RE615TER RL615TCR BOOTS THAT BOOT5 PENETRATE THERMAL PO BOX 49 ENVELOPE TO BE JOAN CHAMBERS 6a�94LDNY 11971 ® ' SEALTO SUBFLOOR 1 I -4241 OR ORY,(LL 1 *)5 jjli � 4'V T P 1 7 2019 t� Telephone(631)765-1802 54375 Main R roger richerif owri soV P.O.Box 1179 ny uS ` Southold,NY 11719,5n- �,^�`'n-y«' r BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Owner- Date: October 27th 2017 Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: William Gorman *Address: 45805 Route 25 *Cross Street: Maple Ave. `Phone No.: (631)294-4241 Permit No.: Tax-Map District: 1000 Section: 7—5. . Block: o2 Lot: 14 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) -Demolition of 585 square feet of an existing 1-1/2 story wood framed residence. Construction of a 260'sq.ft.x 2 two story addition. . i (Please Circle Ail That Apply) Is job ready for inspection: YESM NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 0 � 8241equest for Inspection Form 15 0v SDS/ Town ex Telephone(631)765-1802 j 54375 d ASR 1 "� 2��g Q roger.richertCaown soutfiOQ .nV uS P.O.Bo 1 Southold,NY 11971-0959 '10 00 g® BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION f s REQUESTED BY: Date: Company Name: LLC- I . Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: rc-rrn - *Address: t,\j *Cross Street: r *Phone No.: 3 j © S ( ���! 1/ Permit No.: Tax-Map District: 1000 Section: Block: Lot; *BRIEF DESCRIPTION OF W RK(Please Print Clearly) E (Please Circle All That Apply) *Is job ready for inspection: YES! NO Rough In Final Do you need a Temp Certificate; YES/ NO . Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Dluc, cc) Tos� P 1 7 '�• � ; 54375 MainA� 2 0 1 9 Tci P.O.Box 1179 cPhone(631)7651802 soufold,NY 11!7f591'I'��Y r� `'I. a ! �Q ti•��et----nCt181 tL n (631)7 Qpm' - c 4 UIWING DEPARTMENT ' ;+ TOWN OF SOUTHOLD ; Af'PLICATIO FOR ELECTRICAL INSPECTION REQUESTED BY ' Owner' . ? ;.f Company Name: Date:' October"27th 2017 ' Name: License No.: Address: - - Phone No. JOBSITE INFORMATION: (*Indicates required . q information) ''Name: William Gorman *Address: 45805 Route 25 *Cross Street: Maple Ave. *Phone No.: (631)2944241 Permit No.: Tax-Map District: 1000 Section: *BRIEF -- 5 - Block: 0�2'_ Lot: 14 DESCRIPTION OF WORK(Please Print Cleariy) -- -Demolition of 585 square feet of,an existing 1-1/2 story wood framed residence. Construction of a 260's":ft.x 2 two story addition., (Please Circle All That Apply) *18 job ready for inspection: YE !"NO - *Do,you need a Temp Certificate:, Rough In Final YES/,NO Temp Information(if.needed} *Service Size: 4 Phase 3P11ase 700 450 200 300 *New Service: Re-connect Underground Number of Meters Change of:35Service 4Q0 Other Additional Information: Service Overhead . PAYMENT DUE WITH APPLICATION 824Request far Inspection Form PERMIT# Address: Switches Y` II Outlets VA P, r , I GFI's 1K` I� 111� Surface Sconces H H's ARKP UC Lts Fans I Fridge HW Exhaust l( Oven Dryer�e)A' p I J Smokes DW Service Carbon Micro Generator Combo I Cooktop Transfer AC AH� Mini Special: 41 UjQ f Zf ' Comments .S / /�/ (Q ./A41 A 0) IX'b v ,� 4)alFFQ St ©t A. Russell � stJ � ST�Q�][ ��1[\�VA'OF]EIK SUPERVISORv I��l[AI�AGEM]EN T SOUTFIOLDTOWN HALL-P.O.Box 1179 o Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 'JUN 2 6 2019 O ( TO BE COMPLETED BY THE APPLICANT ) DOES n1lS PROJFC'r INVOLVE ANY OF THE F( LL4DWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑El E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ©❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater)Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: llfstnct NAME Robert Wilson 75 02 14 6/25/2018 a1.0 Section Block Lot Gtr_' * FOR BUILDING DEPARTMENT USE ONLY*t** Contact infor=tiwc (631)504-8842 Reviewed By: -_k Date: t0 ot5 i� Propertv Addre&s/Location of Construction Work: — — — — — — — — — — — — — — — — — 45805 Route 25 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Southold NY 11971 ❑ Stormwater,Management Control Plan i5 Required (Fomard to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �~ ^ � c;L 0 APPLICANT: S.C.T.M. : 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contmetor,other) — OV'Q�S" 75 02 14 d Stormwater Management Control Plan CHECK LIST' NAME: Robert Wilson Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ph.*Print Date: . ?k The applicant must provide a Complete Explanation and/or Reason for not providvig (631)504-8842 04-8842 6/25/2018 qt* all Information that has been Required by the following Checklist/ ,ynature e-N—b. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. LE=1 c. Existing -Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). Shall include but CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. no a limited En e. Limits of Clearing& Area of Proposed Land Disturbance. Whe_ eine Construction f. Existing& Proposed Contours of the Site (Minimum z Intervals/ e i t Fencin st g. Location of all existing& proposed structures, roads, Seeding o exposed and driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. o swimming pool presnt or propose '. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). IV I DRAIN GE ANSPECTICONVS ARE REQUIRED M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to rapture,store,and Infiltrate a on-site the run-off from all impervious surfaces generated by a two(21 inch that the drainage has been installed to Code. rainfall/stor event. 3. Detalls&S conal Drawings for stormwater practices are required for approval. I equiring details shall include but not be limited to, DI 'Erosion,&Sediment Controls. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales etc.) **"* FOR ENGINEE DEPART ENT USE ONLY T01WN 01?i3%Ju J` Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: -Z•/4 ® SMCP has been approved by the Engineering Department., FORM 11 SWCP Check List -TOS MAY 2014 SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-75-02714 SCALE 1 "=30' FEBRUARY 1 1 , 2008 NOVEMBER 18, 2008 ADDED PROP. ADDITION MAY 25, 2010 ADDED PROPOSED PARKING SPACES APRIL 3, 2018 ADD PROPOSED ADDITIONS JUNE 22, 2018 ADD STORMWATER NOTES AREA = 219695 sq. ft. 0.498 ac. EXISTING BUILDING COVERAGE DATA DESCRIPTION AREA X LOT COVERAGE HOUSE W/PORCH 871 sq. ft. 4.0% do ROOFED STOOP GARAGE 222 sq. ft. 1.0% BUILDING 872 sq. ft. 4.0% (3) SHEDS 231 sq. ft. 1.1% TOTAL 2,1.96 sq, ft. 10.1% 'ICAC STORMWATER UNIT PROPOSED BUILDING COVERAGE DATA (TOPS TO BE TRAFFIC BEARING) DESCRIPTION AREA X LOT COVERAGE (NOT TO SCALE) HOUSE W/PORCH 871 sq. ft. 4.0% CAST IRON INLET FRAME & COVER FLOCKHART #63518 TYPE 6840) & ROOFED STOOP ;RADE OR 6' THICK REINFORCED CONC. COVER SLAB 1'-G'(max.) GARAGE 222 sq. ft. 1.0% - BUILDING 872 sq, ft. 4.0% — PIPE FROMROOF GUTTERS B'-O' (3) SHEDS 231 sq. ft. 1.1% -PROPOSED_ADDITION 1,181__s ft. _ CRUSHED 3/4' — 1-1/2' STONE 1'• _ ALL AROUND TOTAL 3,377 sq. ft. 15.5% LEACHING RINGS REINFORCED PRECAST CONC. 4000 PSI 0 28 DAYS 3--0' 4• (mtn.) DRAINAGE SYSTEM CALCULATIONS: ADDITION ROOF AREA (EXISTING HOUSE & ADDITION): 2,052 sq. ft. E 2,052 sq. ft. X 0.17 = 349 cu. ft. .. 349 cu. ft. / 42.2 = 8.3 vertical ft. of 8' dia. leaching pool required GROUND WATER PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS PROPOSED 8' DIA. X DEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: oO 1 50' MIN. 5 OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE HAY BALES AND/OR APPROVAL OF STORMWATER MANAGEMENT t SILT FENCING COMTRL PLAN -T n Cod h to 236 I; - W I Approved by: 4r N EROSION &SEDI E T CONTROLS ¢TRENCH O Shall include but not be limited to: ' : MPACTED A well maintained Construction Entrance, BACKFILL I Wire Backed Silt Fencing, stabilization Q,UNAUTHORIZED ALTERATION OR ADDITION OF HAY BALES AND/OR �''fECTION 7209 OFSURVEYSTHE VN WTION Y RK STATE SILT FENCING Seeding of exposed and/or inactive soilIDUCATION LAW. PLAN VIEW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ROAD CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY JS IS PREPARED, AND ON HIS BEHALF TO THE HAY BALES AND/OR TITLE COMPANY, GOVERNMENTAL AGENCY AND 2:1• SILT FENCING LENDING INSTITUTION LISTED HEREON, AND EACH CONSTRUCTION CTED 34WS�TONE BLEND OF THE ASSIGNEES OF THE LENDING INSTI- OR N.Y.S. D.o.T.APPROVED R.C.A.DRAINAGE INSPECTIONS ARE REQUIREoN. CERTIFICATIONS ARE NOT TRANSFERABLE. /ITH FILL TO 18' MIN.ABOVE DUSTING GRADE TO ALLOW FOR DRAINAGE Contact TOS Engineering at 765-1560 before CROSS SECTION Backfill, OR Provide Engineer's CertificaMPEXISTENCE OF RIGHTS OF WAY TEMPORARY CONSTRUCTION ENTRANCE that the drainage has been installed toy EASEMENTS OF RECORD, IF (NOT TO SCALE) ANY, OT SHOWN ARE NOT GUARANTEED. PREPARED ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW Y TE IAND TITLE ASSOCIATION. Land Surveyor 0,¢ Zx _ Z., � � � Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 qtr` OFFICES LOCATED AT MAILING ADDRESS /� 1586 Main Road P.O. Box 16 i 0.- Town Hall Annex �O � Telephone(631-1802 54375 Main Road -< Fax(637)734-9502 P- O. Box 1179 Southold. NY 11971-0959 ab► BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: October 27th 2017 Owner_. William Gorman Location of Property_ 45805 Route 25 Southold NY SCTM: 1000-75-02-14 Please take notice that the (check applicable line): New*residential structure Addition to existing residential s(ruchire y Rehabilitation to an existing t-esidential structure to be coustrueted.-or performed at the subject property r-efetVnce above wilt Utilize, } . , (check applicable line): t '_ ' Tress type construction (TT) Pre-engineered wood construction{RW V Timber construction (TC). in the foli6wing iocation(s)(check applicable fine): Floor framing, including girders and beams (F) 1 Roof framing (R) V •Ffoor and roof flaming (FR) Signature: - Name.(person submitting this form): ' Robert Wilson Capacity(check'applicable line): I Owner J -Owner representative TrussResFCeo,15.d0CK Effective 111!2015 I I Nov I yyc 2`t� SURVEY OF PROPERTY COMPANY' ERS�� ate, RECEIVED SITUATE SOUTHOLD EYAgD ,�� SE- FEB 3 2020 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK --1 �� Zoning Board of Appeals 9,,, S.C. TAX No. 1000-75-02-14 SCALE 1 "=30' FEBRUARY 11 , 2008 NOVEMBER 18, 2008 ADDED PROP. ADDITION >yF \ boy \�o yon x MAY 25, 2010 ADDED PROPOSED PARKING SPACES \ Gz APRIL 3, 2018 ADD PROPOSED ADDITIONS JUNES .0 O yoa'oyo \\, Fo;, o >'io o NOVEMBER E172'20�88ASDBUILTO SURVEY FORRMWATER ADDITION O s �.� �o FEBRUARY 6, 2019 ADD PROPOSED ADDITIONS � \ �y o '� AUGUST 6, 2019 ADD PROPOSED PARKING SPACES o�X001 �SSe°°� \ ! Cl �'? `�'Z NOVEMBER 4, 2019 ADD SEPTIC SYSTEM & ADDITIONAL BUILDING NOTES �G �o �\r aO �T� tia DECEMBER PLAN JANUARY 7 '020 R 2019 EVISE SITE PLAN y� s �_� y C' AREA = 21,695 sq. ft. �' m• �, 6�, 0 0 ��6p�o2 QA6 r ti urO, 6y�'`y ry/ o LA 0.498 ac. \� F�' `'" Q c+o °.2� •O _41W AREA DATA X19'0 o$ 0_g'D. �$ �' �y'!� :: ���y�o� I ; Go?a • A DESCRIPTION AREA % LOT COVERAGE GVRo ��s``r' .': •- / / HOUSE WITH PORCH 1,949 sq. ft. 9.0% O� \\ ��%• `• I .. '.e a' 'p(LC1P \ �G�9N`' �L.r��j+ tJ77� , \ Qy,��,PPOQ Atia5oSV•SoF�,t DF�GSPpESL�3 Z ' \7°"d ••\•\' • �\..., :a . ' •- , •S�°��c6•• •d':•GoOJ�oIt•°oN° �Qo�9ry 9 BUILDING 872 sq' ft. 4.0%v O � W i GARAGE 222 sq. ft. 1.01. Op�jGtG+spF�P ��a { I ,a (3) SHEDS 231 sq. ft. 1.1% 'CP °° ' '• ? % v�..a '�$ CONC. WALK & APRON 184 sq. ft. 0.8% on �d�. o� �� Zai ''••.'�: " •::':'�.:: ooF a°�` a,•• w/R� •"yA .:"�:' /\SCS CONsq. ft. 0.3% C SLABS 72 ' _6 \, e. \% �o :.• N°°o •g��\:x N�o�F PROP. ROOFED WALK 357 sq. ft. 1.7% -A\' \;\ a ? •G % ���s TOTAL EMS r. & PROP. 3,887 sq. ft. 17.9% •A a� ��� FINAL MAF' p., a GJ PREPARED IN ACCORDANCE WfTH THE MINIMUM • . 'f REVIEWED BY ZBA FBY OR STANDARDSLI myµ v1sAEsrABULsHm �` O a\' �° , Fel TRE it SEE DECISION # 3p, , T OJ / ,, -4A �Gy� )'.0 JOJG0 DATED - \e / off°� "�� � '/�• 1 '" � SEPTIC SYSTEM TIE DISTANCES •�,9$O COVER HOUSE CORNER"A" HOUSE CORNER"B" 0 Y. Uc. No. 50467 I UNAUTHORIZED ALTERATION OR ADDITION r1 Ljy , SEPTIC TANK TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 5� OUTLET COVER,I 28 19' EDUCATION LAW. Nathan orwin III CESSPOOL COPIES OF THIS SURVEY MAP NOT BEARING t 11� COVER 1 32'8" 2s' E�� INKED SEAL OR LNOTT BE CONSIDERED Land Surveyor LID TRUE COPY. QP.)� CESSPOOL TO BE A VA ( 17'6" 20'8" CERTIFICATIONS INDICATED HEREON SHALL RUN GF COVER 2 ( , ONLY TO THE PERSON FOR WHOM THE SURVEY IS TITLE COMPMIY,AND N HIS BAL BEHALF ENCY TO AND Successor To: Stanley J. Isoksen, Jr. L.S. LENDING INSTITUTION LISTED HEREON,AND JosepFl A Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTT— Title Surveys —Subdivisions — Site Plans — Construction Layout TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EARIGHT OF WAYS � AND/OROR EASEMENTS S OF RECORD, IF OMCES LOCATED AT MAILING ADDRESS 'I ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jameeport. New York 11947 Jamesport, New York 11947 C — SURVEY OF PROPERTY SITUATE S OUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-75-02- 14' SCALE 1 "=30' TOTAL LOT COVERACE DATA FEBRUARY 11 , 2008 DESCRIPTION AREA X LOT COVERAGE NOVEMBER 18, 2008 ADDED PROP. ADDITION HOUSE W/PORCH 1,470 sq. ft. 6.8% & ROOFED STOOP GARAGE 222 sq. ft. 1.0% o�M AREA = 21 ,695 sq. ft. , BUILDING 872 sq. ft. 4.0% 22d a 0.498 ac. � a (3) SHEDS 231 sq. ft. 1.1% I'll, RP p61- CONC.'S 495 sq. ft. 2.3% deo �' GPR22o TOTAL 3,290 sq. ft. 15.2% 1 1Q �Eo GE '�� FoMoo :Nyo� �f1 coop•Of o �� F METAL o �, SHED 0 o P 1g6 2 ,>•� o Qi LA s� �F_,�Q 13 Oo2 1 T% i Q L Nig Z 0 05, 6\� •(.POE 0 N� S� �0.O s�oG C•g p e f o, 'yi� CIO LV 6Np�` O,, °gs NP o d �• 3T. 0\d ` •e' 1�y" O J+`'� U'\�N� —� lynx^ <• o`% ��(°N ���?\QP! �y 0; I �7+ . p Ry"o � i 1 V .,: A- o \ " 0 X\00 OJOC '• .� �Q UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURR'Se►���� �• EMBOSSED SEAL SHALL INOTDBE CONSIDERED TO BE A VALID TRUE COPY. iL CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND To THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR RSAS ESTABLISHED BY AS. AND APPROVED AND ADOPTEDNathan Taft Corwin III FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Land Surveyor �P%S OF N Title Surveys — Subdivisions — Site Plans — Construction Layout Z PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 2� '? N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SI T UA TE TOTAL EXISTING LOT COVERAGE DATA C T DESCRIPTION AREA X LOT COVERAGE S O T r�t lJ 1O JJ HOUSE W/PORCH 1,470 sq. ft. 6.8% TOWN OF SOUTHOLD & ROOFED STOOP �< SUFFOLK COUNTY, NEW YORK GARAGE 222 sq. ft. 1.0% BUILDING 872 sq. ft. 4.0% S. C. TAX N o. 1000-75- 02- 14 (3) SHEDS 231 sq. ft. 1.1 SCALE 1 "=30' CONC.'S 495 sq. ft. 2.3% FEBRUARY 1 1 , 2008 TOTAL 3,290 sq. ft. 15.2% NOVEMBER 18, 2008 ADDED PROP. ADDITION MAY 25, 2010 ADDED PROPOSED PARKING SPACES TOTAL PROPOSED LOT COVERAGE DATA APRIL 3, 2018 ADD PROPOSED ADDITIONS \`�N� AREA = 21 ,695 sq. ft. DESCRIPTION AREA X LOT COVERAGE cryo 0.498 ac. HOUSE W/PORCH ERP�k & ROOFED STOOP 1,470 sq. ft. 6.8% PRS a' GPRP D �: GARAGE 222 sq. ft. 1.0% � ���ENS 22oGE D BUILDING 872 sq. ft. 4.0% 15?E. (3) SHEDS 231 sq. ft. 1.1% � Fo�oN �-�yn � A F R 1 3 2018 0f fF�GE GONG CONC.'S 495 sq. ft. 2,3% 00. � REMNNSSN�O G�P96 ,h/ F1 PROPOSED ADDITION 1.181 sq. ft. 5.4% F�M� Seo METAL o TOtiVNOFSOUT�iOLD TOTAL 4,471 sq. ft. 20.6% SHED sF s pp a to AN d r0'\ S�OG� (9 LONG N �0 y9yc a ip p ynFi P .Ix OgS OVpN 1� c ?9�'7s� OP�p O �' ��, G� ' • \ P�Qp\�\ 2�:`.::: :` a� `..yo 000y ,.G . � g�,�r`'oeS' � �• o. .... .c Nay �^yc ONS 0�' ti0 X19GN\4 s s o: :..:::::::. : o .... ... . :. b s :: rp. �� Gpl S r' o UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF F� SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING QP THE LAND SURVEYOR'S INKED SEAL OR OF EMBOSSED SEAL SHALL NOT BE CONSIDERED FOG TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. '—\7� THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. N 9 59 PREPARED IN ACCORDANCE WITH THE MINIMUMSTANDARDS ■ c BY SUCHHE AND EAPPROVED YORK S ADOPTER TITLE SURVEYS AS D Nathan Taft Corrin ill �/� FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. fr� •' Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout b I I PHONE (631)727-2090 Fax (631)727-1727 'A`1; OFFICES LOCATED AT MAILING ADDRESS " r 1586 Main Road P.O. Box 16 n ~N:Y. . Lic. No. 50467 Jamesport; New York 11947 Jamesport, New York 11947 28-020C ND SURVEY 0 F PROPERTY � ppAN�' FRP'� , SI T UA TE /p/oLDING C EMe°�� a"'-GPR2�o � � SOUTH®LD ° �Al TOWN OF SOUTHOLD o���,�° VINE ���• F°�oN hyo � o � E$EL1� F �, �NG� G°�h�/ �� � � SUFFOLK COUNTY, NEW YORK A1� µ6�p�NSNE° Q�� cml Itfu -dam S.C. TAX No. 1000-75-02- 14 'moo METAL o �. p • .,c� . �P g ``� � "g; ��s �y SHED F o; �r SCALE 1 "=30' z FEBRUARY 1 1 , 2008 %ti ° NOVEMBER 18 2008 ADDED PROP. ADDITION fo �� ° s°P �'� �� MAY 25 2010 ADDED PROPOSED PARKING SPACES APRIL 3 2018 ADD PROPOSED ADDITIONS a� 6� 4� C' \A �� q� 1 �'�o ��.:. 2°�� � .-c JUNE 22, 2018 ADD STORMWATER NOTES 191 °°� �`" ry". :::: ::::: : �` AREA = 21 ,695 sq. ft. Pa�� o� v� `�� T �- 0.498 ac. v? �o O. EXISTING BUILDING COVERAGE DATA ,� M°N � �cF �� � •. . _ �Q\.�oN ` .`:'. ..... DESCRIPTION AREA Y. LOT COVERAGE y� P9 .: :..::::.�o Gv \ F°0 HOUSE W/PORCH 871 s ft. ° o ::.,'.a q 4.0/ & ROOFED STOOP v1 .a 1° • • Ab:. o :'::=.'`:::`' yn �plaF ,�`�p � GARAGE 222 sq. ft. 1.0% BUILDING 872 sq. ft. 4.0% O; G z 2 G':.'.'::::::":. �FO• (3) SHEDS 231 sq. ft. 1.1 a ::....::.s..:::::. . 1011 // • c :::':LO cP.........fin. .. . �f�H �\ � `` """"'26� �wi TOTAL 2,196 ft. 10.1% 2 � OORG� \ •. \ / sq. d 2 o ;:•.. "o PROPOSED BUILDING COVERAGE DATA TYPICAL STORMWATER UNIT {' DESCRIPTION AREA r. LOT COVERAGE (TOPS TO RING) (NOT TOSCALE) HOUSE W/PORCH 871 s �. � q. ft. 4.0% CAST IRON INLET FRAME do COVER (FLOCKHART #63518 TYPE 6840) & ROOFED STOOP OR 6" THICK REINFORCED CONC. COVER l';':: :°': •:: e'a� N�OOF a�° ��E�� FINISHED GRADE 1-a. GARAGE 222 s ° B" TRAFFIC BEARING SLABFT 1] q. ft. 1.0/ , \1J �P BUILDING 872 s ft. 4.0% OJ ` ' / , O tPJ�\G - PIPE FROM ROOF GUTTERS d ' q ° / g O e'-o" (3) SHEDS 231 sq. ft. 1.1/ PROPOSED ADDITION 1,181 sq. ft. 5.4% oL c � CRUSHED 3/4" - 1-1/2" STONE D YYY ALL AROUND •'L°'�0 E, �* 'J�j�.� sot's � I TOTALLEAC REINFORCED PRECAST CONC. N 5 yaj5 , �.� 3._0. 4000 PSI ® 28 DAYS 3'-0. (min.) 4" (min.) MANS 11�• J DRAINAGE SYSTEM CALCULATIONS: ADDITION ROOF AREA (EXISTING HOUSE & ADDITION): 2,052 sq. ft. 2,052 sq. ft. X 0.17 = 349 cu. ft. 349 cu. ft. / 42.2 = 8.3 vertical ft. of 8' dia. leaching pool required GROUND WATER PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: Oo STORMWATER MANAGEMENT NOTES: STEEL OR wooD 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTIONEXTRA STRENGTH FILTER FABRIC POST (TYP.) 50' MIN. REQ'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.) OR TO BE SUFFICIENT TO MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL OR WOOD POST KEEP SEDIMENT ON SITE AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/ WIRE SUPPORT FENCE FLOW w I HAY BALES AND/OR 6' MAX. O.C. SPACING �- a SILT FENCING A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF W/0 WIRE SUPPORT FENCE U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING - o AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. W q THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS FL01P' OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL z-T�•; ��� /��� // DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS z �� \ ,\\j\\� 0 I N TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ATTACH FILTER I`A9RIC SECURELY �'• TO UPSTREAM SIDE OF POST SCREEN IS REMOVED. r' \ /\\� 4" X 6" TRENCH 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, /// /\/\j t =\\j\\j\�//�� /j/ W/ COMPACTED A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL /\\/�\\/�\\ \\/ �� � SILT FENCE DETAILS BACKFILL I TOATHIS OSURVEY IS ARIZED AVOLATION OF TION OR TION BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOT TO SCALE HAY BALES AND/OR SECTION 7209 OF THE NEW YORK STATE SILT FENCING EDUCATION LAW. SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES .TRENCH DETAIL SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) PLAN VIEW COPIES OF THIS SURVEY MAP NOT BEARING NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER THE LAND SURVEYOR'S INKED SEAL OR AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED EMBOSSED SEAL SHALL NOT BE CONSIDERED OFA BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW TO BE A VALID TRUE COPY. OFF-SITE TRANSPORT. SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED EXISTING GRADE CERTIFICATIONS INDICATED HEREON SHALL RUN UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. To BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: ROAD ONLY TO THE PERSON FOR WHOM THE SURVEY 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS IS PREPARED, AND ON HIS BEHALF TO THE SHALL BE DRY AND SIABLE. HAY BALES AND/oR TITLE COMPANY, GOVERNMENTAL AGENCY AND 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SILT FENCING LENDING INSTITUTION LISTED HEREON, AND 2. MAXIMUM SLOPE CF STOCKPILE SHALL BE 2:1. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND CONSTRUCTION ENTRANCE BASE OF TO THE ASSIGNEES OF THE LENDING INSTI- PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION CF SOIL STOCKPILING, EACH COMPACTED 3/4" STONE BLEND TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. ON THE PROPOSED RESIDENCE. PILE SHALL BE SURROUNDED WITH EITHER SILT OR N.Y.S. D.O.T. APPROVED R.C.A. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH FILL TO 1B" MIN. ABOVE EXISTING APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, GRADE TO ALLOW FOR DRAINAGE 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS VEGETATION OR COVERED. OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AND REQUIRED PERIOD OF USE. 2 CROSS SECTION THE EXISTENCE OF RIGHTS OF WAY \1. .y \y \1/ 1 TEMPORARY CONSTRUCTION ENTRANCE FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. SLCPE OR LESS AND/OR EASEMENTS OF RECORD, IF 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STABILIZE ENTIRE PILE (NOT TO SCALE) ANY, NOT SHOWN ARE NOT GUARANTEED. SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW WITH VEGETATION OR COVER 11/ \L \L \!/ \1/ \I/ IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, 11/ 11/ 11/ PREPARED IN ACCORDANCE WITH THE MINIMUM WHICHEVER IS FIRST. MULCH SHALL IF MAINTAINED UNTIL I SUITABLE STANDARDS FOR TITLE SURVEYS .A ESTABLISHED Nathan Taft Corwin ��� VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO \1. �, 11. �, �, �, �, N, BY THE L.I.A.L.S. ANp�APPROVED.AND ADOPTED FOR SUCH USE BY T ORK STATE LAND TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING ,NF-NEWSaX., TITLE ASSOCIATfbN. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION �� + Land Surveyor AND GROWTH. c•,` ��.,�? �, 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA \1/ \1/ \1/ \1/ \1/ \!r \1/ VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER < , THAN 1 SQUARE FOOT IN SIZE. \L \1/ \L �• \!' \1/ i �f f 701 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF \I/ 11/ \t/ \l/ \I/ \I/ Title Surveys - Subdivisions - Site Plans - Construction Layout OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, c •,LL=' tY' ,!!! F PHONE (631)727-2090 Fax (631)727-1727 OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR R i CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. i STRAW BALES OR SILT FENCE ,; '~4 -1 1 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 SOIL STOCKPILE '' (NOT TO SCALE) N.Y.S. Lic. No. 50467 Jomm esport, New York 11947 Jaesport, New York 11947 �__.r 28-020 I I N\MND _20 SURVEY OF PROPERTY FG RPS' a� SI T UA TE NIOoLDIr� P0 ;; 2zo r SOUTHOLD EYAgDs �O ' �PS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LyA c M a F .•�, ,�TE$E Sof FEN°� °°`' '�•�� r'o S.C. TAX No. 1000-75-02- 14 NiA R6,ov-sNEO coo \ 37 d F�M� ° \ �, N o SCALE 1 "=30' FEBRUARY 1 1 , 2008 ? soF\ d NOVEMBER 18, 2008 ADDED PROP. ADDITION MAY 25, 2010 ADDED PROPOSED PARKING SPACES 10 APRIL 3, 2018 ADD PROPOSED ADDITIONS JUNE 22, 2018 ADD STORMWATER NOTES \o CD NOVEMBER 17, 2018 AS—BUILT SURVEY FOR ADDITION 0�0 NcE N.12• A\ FEBRUARY 6, 2019 ADD PROPOSED ADDITIONS N y y F o '� AUGUST 6, 2019 ADD PROPOSED PARKING SPACES Nc. NOVEMBER 4, 2019 ADD SEPTIC SYSTEM & ADDITIONAL BUILDING NOTES \8� 6 °° �o YiF\ rya`; cE �� `9 - DECEMBER 9, 2019 REVISE SITE PLAN JANUARY 7, 2020 REVISE SITE PLAN 0 001- r MARCH 10, 2020 REVISE SITE PLAN AREA = 21,695 sq. ft. ux c p 0 pP P-'O �� 6�9y��r? Z/ lop- 0.498 ac. ti a. oy z j *t9 cE S`kW a �" OJ AREA DATA 5 P�0°°0�' 9�9 o�c� \ \ ��°�'e.y� DESCRIPTION AREA % LOT COVERAGE o � . as � a0 . ` y�;� . / HOUSE WITH PORCH 1,949 sq. ft. 9.0% AG- 0. `� \ oQ rye O�� FGP(t�AYA�aG� d °a�aRe JNo °$ Q 29 BUILDING 872 sq. ft. 4.0/ a 4 d \cS� . cod J GARAGE 222 sq. ft. 1.0/ O a�/ �mr( e .a �� (2) SHEDS 167 sq. ft. 0.8% 4 �� % o� 1� CONC. WALK & APRON 184 sq. ft. 0.8% oo o$°oR°1 �Rh�O\W/�� CONIC. SLABS 72 sq. ft. 0.3% to o a �° eg',� o°EQo�� ' TOTAL 3,466 sq. ft. 15.9% p ° y v r d' g Off" -• - PREPARED IN AC BDANCE"ITH THE MINIMUM S—TANDAARDS TLE AS ESMO F THE U S D LISHEDD o ' �® n �O 'I• R ��',v b O, 0QJJO�J�°�P2L \ ®� ,f, 6m 19 q / S SEPTIC SYSTEM TIE DISTANCES ,rj0 ' COVER HOUSE CORNER"A" HOUSE CORNER"B" e67 )Uic. No. 50467 �0 -TO O THIHORIZED,SURV ALTERATION TI ADDON ITION SEPTIC TANK 28. 19+ SEC11ON 72009 OFSTHE NEWnYORK STATE }. OUTLET COVER COPIES O LAW. Nathan orWin III CESSPOOL COPIES OF THIS SURVEY MAP NOT BEARING COVER 1 32'8" 29' EEMeosDED SURVEYOR'S SOHOALLINOTDBE CONSIDERED Land Surveyor E� CESSPOOLTO BE A VALID TRUE COPY. QPJ COVER 2 17'6" 20'8" CERNFICANIONS INDICATED HEREON SHALL RUN °E ONLY To THE PERSON FOR WHOM THE SURVEY °4 IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. FO TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INS ITLI ION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 Urv'mPrpved .81 N 61°50'O" E Sys Desgn ❑ EL 29.97 5 Bedroom Resldence iT SGTM 1000-75-2-14 2000gcl SepncTotal Ares 21,74$SF 2 8'Diameter x 8'Eff Depth Leaching Pools Ex Leaching Pool Ex 7.i Z 8'Dam by a Deep Leaching Foo! Shod {V 1 8'Diam by B'Deep (J1 Ul I ,2000 Gay N Top of Bonng EL 30.08 W I 14 Dark Broth Loam OL 6.)la Sept.Tank ry � O 01. 1'� Brown 51Ity Sand 5M a; (11 iP Proposed Trap and Vent Locoman HI Unlmprwed I } • ' (a proved 45.7 W + i Pale brown fine sand SP Public 1 p 24u I } ? t I p 2 Start Frame Residence I y t • I U' (5/6)Bedrooms FF EL 3233 No Water Encountered : 1800 5F Propane Wj I a 6l A_1 'o FF F1 32Z fJ UnheatedAcc 1 5iruciure K mNa W ,�, I 878 SF „o Test B rvng N Y 3 y McDonald GeaScence a'� 241' 1 �n FRW 11/7/17 p' 1 N I Parking Area 1 asset mr.m F a Q) Z I Parking Area W r ti Q Z 2 E 2 N �p 2 Parking Area c Fo as rrt a s 1 11 I 1 CLEANOUT 1 _N V- V F Q 30.42 S 59°34'15" W — — — — — — — — — —186.80 — — EL 29 63 (For Health Dept.Use) Y Ecnn9 Laconon .yl`#Y OX CCUMY DEPARYhjB i 0&!H9AB.TH MV= Main Road (SR 25) xs• •�ao �� �"� ! 3233 ) ff,,Cd on @(kG(i3far=tjon albrniuedd it(IES boom dmmomd E tl�3 Ernpit d=am MVIM adds MAI WWOM diVwll ar WAM MWY F I Fin Grade 3033 '. 29P3 El 291 I EI 26 67 El 28.5 W .� 5T *_ -20' y L� The existing unitary system has been 7,7;a NZAT RY Structure Inlet Inv Outlet Inv �A 77006 �� as a 'eptable by a kensed S�ign,proPLAN HT 29.83 ` �fE5S10tap Tubi a'ipi rovai t akes no tepmwhtatibi "°xa' 5T ?9.17 28.67 1 p of tiae T4epa mwfit to integer bff S P-1 LP 285 1 e ins sanitary systean. S ori AUG 1 7 2021 BUILDUI DE.PTo REScheck Software Version 4.6.4 Compliance Certificate • - ! i i�, A 1 Project Gorman Main Rd. NOV 2 0 2011 i Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family To "lTi OF&0i I'11lDLD Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Main Rd Robert Wilson Joan Chambers Southold,NY 11971 Press Start Permits Press Start Permits PO Box 49 PO Box 49 Southold, NY 11971 Southold, NY 11971 (631)504-8842 (631)294-4241 pressSTARTpermits@gmall.com Joanchamberl0@gmail.com Compliance: 2.3%Better Than Code Maximum UA: 298 Your UA: 291 Maximum SHGC: 0.40 Your SHGC. 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Nr6a Ceiling 1: Flat Ceiling or Scissor Truss �'� * 998 30.0 0.0 0.035 35 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space y,, w 98 30.0 0.0 0.033 33 Wall 1:Wood Frame, 16"o.c. a ,r 62 13.0 1.0 0.075 68 LYCll5Tp4 Window 1:Wood Frame:Double Pane with Low-E p� 13 0.300 4 SHGC: 0.27 ��� P� Window 1 copy 1:Wood Frame:Double Pane with Low-E - $\O� 13 0.300 4 SHGC: 0.27 Window 1 copy 2:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 4:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.27 Window 4 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.27 Window 6:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 6 copy 1:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 6 copy 2:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 6 copy 3:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Project Title: Gorman Main Rd. Report date: 11/17/17 Data filename: C:\Users\QDust\OneDrive\Documents\GormanMainRd.rck Pagel of 2 Gr6ss.Area Ca Cont. Assembly -Faetor' UA Perimeter Window 6 copy 4:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 6 copy 5:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC:0.27 Door 1:Solid 20 0.160 3 Door 1 copy 1:Solid 20 0.160 3 Wall 2:Wood Frame,16"o.c. 1,062 13.0 1.0 0.075 69 Window 12:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 2:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 Copy r3:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 4:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 5:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 6:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC:0.27 Window 12 copy 7:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 8:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 9:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.27 Window 12 copy 10:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC:0.27 Compliance Statement: The proposed building design de bed here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The p po building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory equi r ents listed in the REScheck Inspection Checklist. MJS5 �swS, 19 Name-Title Signa Date �oF NEW ), �Q DEL_k:jo CID ��% J, nn L AROFESSO ;P Project Title: Gorman Main Rd. Report date: 11/17/17 Data filename: C:\Users\QDust\OneDrive\Documents\GormanMainRd.rck Page 2 of 2 To: Town Of Southold Building Dept 4375 Rte 25 �} Southold, NY D August 16, 2017 AUG fi 7 2018 Re: Permit#42160 WMMG D ` To whom it may concern, We are in the framing stage of the rebuilding of my house,and we have reached a point where the 2nd floor framing would be safer were we permitted to remove and reframe the section labeled"A" on the attached plan. In the event we are not permitted to remove and reframe this section,we are prepared to augment the framing in order to reinforce it,but the ceiling height below (on the first floor) would considerably be lower than the ceilings throughout the remaining house. Thank you for your consideration in this matter. Sincerel illiam Gorman � - CLW C of mark REScheck Software Version 4.6.4 Soho Compliance Certificate 0 Project p [D��IFFOMR DD Energy Code: 2015 IECC Location: Southold, New York MAY 2 5 2018 Construction Type: Single-family Project Type: - New Construction Conditioned Floor Area: 0 ft2Li Glazing Area ls% TOWN OF SOUTi106 Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Pas�es using UA trade-off Compliance- 4.9%Better Than Code Maximum UA: 346 Your UA: 329 Maximum SHGC: 0.40 Your SHGC: 0.29 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. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 893 21.0 0.5 0.045 40 Wall 1:Wood Frame, 16"o.c. 1,351 19.0 0.5 0.058 62 Window 15:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 15 copy 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 3:Wood Frame:Double Pane with Low-E 15 0.300 5 'SHGC: 0.30 ' Window 15 copy 4:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 5:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 6:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 7:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 8:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 9:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 10:Wood Frame:Double Pane with Law-E 15 0.300 5 SHGC: 0.30 Window 15 copy 11:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Project Title: Report date: 05/18/18 Data filename: C:\Users\QDust\Documents\TothPequash\ClappsResChk.rck Page l of 2 Assembly Gross r Area Cavity Cont. U-Factor UA Perimeter Window 15 copy 12:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.30 Window 15 copy 13:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 29:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC:0.30 Window 29 copy 1:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.30 Door 1: Solid 20 0.160 3 Door 1 copy 1: Solid 20 0.160 3 Door 1 copy 2:Solid 20 0.160 3 Wall 2:Wood Frame, 16"o.c. 893 19.0 0.5 0.058 42 Window 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC:0.30 Window 1 copy 2:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 3.Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 4:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 5:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 6:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 1 copy 7:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 9:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC: 0.25 Window 9 copy 1:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC: 0.25 Window 9 copy 2:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC:0.25 Window 9 copy 3:Wood Frame:Double Pane with Low-E 13 0.310 4 SHGC: 0.25 Window 13:Wood Frame:Double Pane with Low-E 6 0.290 2 SHGC: 0.31 Window 13 copy 1:Wood Frame-Double Pane with Low-E 6 0.290 2 SHGC: 0.31 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,151 21.0 1.0 0.042 48 Compliance Statement: The rop 1 ' design s ed here is consistent with the building plans,specifications,and other calculations submitted with pl .The p opos building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 an P tt{�j dato equire nts listed in the REScheck Inspection Checklist. Name-Title r _ - Sign re Date :4 w �° 072'5 R�FESS1 Project Title: Report date: 05/18/18 Data filename: C:\Users\QDust\Documents\TothPequash\ClappsResChk.rck Page 2 of 2 REScheck Software Version 4.6.4 AF AV— LNif Compliance Certificate Project Energy Code: 2015 IECC NOV 2 6 2019 Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 14% Climate Zone- 4 (5572 HDD) Permit Date: Permit Number: L Construction Site: Owner/Agent: Designer/Contractor: Pam@e jN • compliance- 5.6%Better Than Code Maximum UA: 450 Your UA- 425 Maximum SHGC: 0.40 Your SHGC: 0.30 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 1,850 30.0 0.5 0.035 65 Wall 1:Wood Frame,16"o.c. 1,672 13.0 4.2 0.060 85 Window 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 1 copy 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 1 copy 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 1 copy 3:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 1 copy 4:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 1 copy 5:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.30 Window 7:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 7 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 7 copy 2:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 7 copy 3:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 7 copy 4:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 7 copy 5:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Project Title: Report date: 11/19/19 Data filename: C:\Users\QDust\OneDrive\Documents\GormanMainRdRev.rck Pagel of 3 Gross Area Cavity Cont. Perimeter Window 7 copy 6:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 7 copy 7:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 15:Wood Frame:Double Pane with Low-E 12 0.310 4 SHGC:0.30 Window 15 copy 1:Wood Frame:Double Pane with Low-E 12 0.310 4 SHGC:0.30 Window 15 copy 2:Wood Frame:Double Pane with Low-E 12 0.310 4 SHGC:0.30 Window 15 copy 3:Wood Frame:Double Pane with Low-E 12 0.310 4 SHGC:0.30 Window 15 copy 4:Wood Frame:Double Pane with Low-E 12 0.310 4 SHGC:0.30 Window 15 copy 5:Wood Frame:Double Pane with Low-E 12 0.310 4 SHGC:0.30 Wall 2:Wood Frame,16"o.c. 1,345 13.0 4.2 0.060 68 Window 21:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 21 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 21 copy 2:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 21 copy 3:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 21 copy 4:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.30 Window 26:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.30 Window 26 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.30 Window 26 copy 2:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.30 Window 26 copy 3:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.30 Window 26 copy 4:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.30 Window 26 copy 5:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.30 Window 32:Wood Frame-Double Pane with Low-E 12 0.310 4 SHGC:0.30 Window 32 copy 1:Wood Frame:Double Pane with Low-E 12 0.310 4 SHGC:0.30 Door 1:Solid 20 0.190 4 Door 1 copy 1:Solid 20 0.190 4 Door 3:Glass 20 0.330 7 SHGC:0.22 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 438 30.0 1.0 0.031 14 Floor 2:All-Wood joist/Truss:Over Unconditioned Space 1,468 30.0 1.0 0.031 46 Project Title: Report date: 11/19/19 Data filename: C:\Users\QDust\OneDrive\Documents\Gorman Main Rd Rev.rck Page 2 of 3 Compliance Statement. The proposed building design described here is consistent 'th the building plans,specifications,and other calculations submitted with the permit application.The proposed building qasbeen d signed tom et the 2015 IECC requirements in REScheck Versi n 4.6.4 and to com ly with the mandatory requirements,16ted in t Scheck spection Checklis Name-Title Signa re Dat If E OF �� \S S 6H�g0�' 2 � 77006 Project Title: Report date: 11/19/19 Data filename: C:\Users\QDust\OneDrive\Documents\GormanMain Rd Rev.rck Page 3 of 3 RESIDENCE 45805 MAIN RD. SOUTHOLD N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-75-02- 14 ZONE AC .5 ACRES PROPOSED: DEMOLISH 586 SQ. FT. OF EXISTING 1 - 112 & 2 STORY WOOD FRAMED RESIDENCE. ADD 1180 SQ. FT. NEW 2 STORY ADDITION INCLUDING 460 SQ.FT. OF GARAGE. N EXIST. 2 STORY RESIDENCE - 1322.8 SQ. FT. REMOVE EXISTING 586 SQ. FT. 20'-0" 26'-0" NEW 2 STORY ADDITION 1180 SQ. FT - - - -- --- ----- -ADDITION - - - - NEW - - - -\ - - - - - - - —NEW- - - - - - €XkS-TIt4G-- - - - - — NEW - -- - - - -- - - TOTAL OF 2 STORY RESIDENCE 1916.8 SQ.FT. WDH 2842 \ WDH 2842 WDH 2842 1-3/4"x11-1/2" LVL P. 1-3/4"x11-1/2" LVL TYP. 1-3/4"x11-1/2" LVL TYP. - A ER ( 20'-0" EXIST. FRONT PORCH 156 SQ. FT. I o o O a m I I DRYEFi� M N >o SH ER \ I N N� R L 1 z= xT00 DN 14IS. 8\" MAX. Z ABBREVIATIONS o � �wof \ `�/ ( MIN. MINIMUM ,P/ ADJ ADJACENT a NEW NEW Lo j ( ALUM. ALUMINIUM MR MOISTURE RESISTANT MW MILLWORK I WALK-IN CLOSE BATHRM #3 - \ i ,� / I APPD. APPROVED NIC NOT IN CONTRACT ol� BIRD. BOARD OC ON CENTER T 0" 2" 2" -12" \\ II I BRK. BRICK OS OUT SWING E� LINOF EXIST. EXTERIOR WALL ti/ I BOT. BOTTOM OPG. OPENING -� - - - CL CENTER LINE PL. PLATE O I — —\ +— — — m I CLG CEILING PLUMB. PLUMBING O~ 2- 1-3/4"x11-1/2" LVL RIDGE I // C I COL. COLUMN p �- - -- - - - - - - ---- --- ---- ----- --- _.._.... __.. .._.- ._._. _.. - - - -- -- - - - - -UC!—)- - -- -\ ( / m m I CONC. CONCRETE PLYWD. PLYWOOD 7777777�z • w , Z PT. PRESSURE TREATED N I � � m O_ / / U) m > CONT CONTINUOUS w I a '-� NEW // I (� (r w N J ( CT.. CERAMIC TILE PNT. PAINTED z l m m r /I LL OZ = �, I PVC POLY VINYL CHLORIDE N co I BATHRM #2 / I O w 3 Lu DEMO. DEMOLISH o / I / I o U 3 RCP REFLECTED CEIL. PLAN Zo o / I I — — — — — — — — — — — _ — — — — — — _-2_1-3/4'_x11_1/2" LVL RIDGE _ — — o X I DR. DOOR ER RE ROOM RED 1 . ILo U O O w w /Q I 'o ' ~ � I EA. EACH R.O. ROUGH OPENING 9'-3-' iN > " J � 4 I \ > a W DWG. DRAWING ° No o I \�I W NEW BEDROOM #4 � o ? w z Q M I SIM. SIMILAR 1 _ ELEC. ELECTRICAL N T o = � /PPF I \ x � , SPEC. SPECIFIED a _ y \ x N Q N I ELEV. ELEVATION CONVERT EXIST. BEDRM TO I N STL STEEL z= 0 z I /JP NEW BATHRM, HALLWAY & CLOS4T \ o ( EQ. EQUAL T & G TONGUE AND GROOVE o Y M /�� I \ ~ ( EXT.T EXITERIOR X / \ TEL. TELEPHONE I z N N m NEW BEDROOM #1 �� \ I TBD TO BE DESIGNED - I F.P. FIREPLACE w O / �1 I I I \ FR. FRENCH TO. TOP OF / NEW CLOSET \ I TYP. TYPICAL GALV. GALVANIZED N / ( I GWB GYPSUM WALL BOARD NEW NEW UNO UNLESS NOTED OTHERWISE I EGRESS EGRESS HVAC HEATING, VENTING & W/ WITH VIF VERIFY IN FIELD — I WDH 2852 WDH 2852 � i \ ( IR CONDITIONING WD WOOD 2-3/4"x11-1 LVL TYP.2" / I \ INSUL. INSULATION WP WATER PROOF EGRESS EGRESS INT. INTERIOR 10'-O" 10'-O" i NEW NEW I IS IN SWING XPS EXTRUDED POLYSTYRENE 20'-0" I WDH 2852 WDH 2852 LBS POUNDS NEW ADDITION I MAX. MAXIMUM \ 2-1-3/4"x 1 1-1/2" LVL TYP. MO. MASONRY OPENING �- - - - - - - - - - - - - - - - - - - - - - - - - -- I < I I I N z / z i MODEL ROUGH OPENING i � I w w EXIST. BEDROOM EXIST. BEDROOM I EXIST. EXT. WALL - NO CHANGE A CW 13 5 2'-4- 7/8 "x 3'-5- 3/8 " I I 2X12 LEDGER BOLTED TO EXIST. J J I WALL FRAMING W/ 1/2" BOLTS Q REVISION 8.22.18 , / Q B WDH 2446 2 - 6 - 1 /8 x 4 - 8 - 7/8 X I I > ( EXTERIOR WALLS TO REMAIN UNTOUCHED STAGGERED @ 16" MIN. OC jv� FLOOR JOISTS TO BE REPLACED W/ NEW C WDH 2431 2'- 6 - 1 /8 "x 3'-4- 7/8 IVO pp p w ( w I SEE7DETAILI #31STS TECO TO 2X12 LEDGER. D WDH 2842 2'- 1 0- 1 /O "x 4'-4-7/8 " x x TECO 11-1/2" TJI TO NEW LEDGER E WDH 24310 2'-6 - 1 /8 "x 4'-0- 7/8 " SECOND FLOOR iwW1 /4" 1 '-0" 2 . 20. 18 �ujv 03 I I I F WDH 2836 2'- 10- 1 /8 "x 3'- 8 -7/8 " REV. 8.22.18 I I I DETAIL #-30 EXIST. EXIST. EXIST. EXIST. -- - ----- - L_ EXTERIOR W�,-LL TCS REMAIN �, �__� � __,_- _... ..__ m....._.........__............. ........................................_...------ ---- ------------------------------------------ ------------- ----------------------------------- ----- ------------------- -----------_--- - --------------------- - - - -- --- .-...... - - - -EXISTING ROOF OVER PORCH BELOW--...-_.._.._.. -... - _ - -------- -- ', 1 --------------__ _------- - _—...... -------------_--------- -- ....------------------------------- --...- -- - ---- ----------...--------- ------ _ -- -------- ...._....._.. ------------- ._.__...._........._....__......._........-._..... __ _ _ _ i-.._-_______.-_______________. ____--_._.______--..___..__.____.__-___.--....________-_-..-__----__.__--___-__-__---.-_-____.........................._�.__..________-_____._________._.-____._____.__--__ \ � � F .........................._._._-_..__..._. .........._.....__.._.....__-_...__......__ ._.__.....__.._.__.____...........-_____....._._...________...._...._..___.......__...._...... ..._..........._...._..._-_.._..____.__...-_.-._ _...__..._...._......__.......__........._..__.__..._...._....._........._.._.. - --- - --- ------ - - - .. --- - _ - -- f t 4 2013 3 1 A- 101 FIRST FLOOR PLAN 4 � J DEFT O A- 102 FOUNDATION PLAN � w N A- 103 SECOND FLOOR PLAN m , A- 104 ELEVATIONS ° o,z�,�a; ` .pow 02 A- 105 SECTIONS FSSIONP� SECOND FLOOR PL N OCTOBER 11 , 2017 REV. FEBRUARY 16, 2018 REV. MARCH 6, 2018 t SCALE AS NOTED ress � �� A 103 permitsSTAR draftingexpediting 3 F 5 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 RESIDENCE 45805 MAIN RD. (770 ' SOUTHOLD N .Y. EXISTING- SINGLE FAMILY RESIDENCE SCTM# 1000-75-02 - 14 ZONE AC .5 ACRES PROPOSED: DEMOLISH 586 SQ. FT. OF EXISTING 1 — 112 & 2 STORY WOOD FRAMED RESIDENCE. ADD 1180 SQ. FT. NEW 2 STORY ADDITION — — — — — — — — — - ---L INCLUDING 460 SQ.FT. OF GARAGE. THIS AREA OF EXIST. RESIDENCE TO BE REMOVED EXIST. 2 STORY RESIDENCE — 1322.8 SQ. FT. L — — — — — — — — — — REMOVE EXISTING 586 SQ. FT. NEW 2 STORY ADDITION 1180 SQ. FT TOTAL OF 2 STORY RESIDENCE 1916.8 SQ.FT. I EXIST. FRONT PORCH 156 SQ. FT. MUDROOM 8'-0" CEIL. HEIGHT NAILING/FASTENER SCHEDULE NEW ADDITION I GARAGE ADDITION PROVIDE MSTA30 OR EQUAL -6 0 METAL STRAPS OVER RIDGE 01-o" TO ROOF RAFTERS @ 16"OC NEW NEW NEW TYP. NOT APPLICABLE IF WDH 2842 WDH 2842 WDH 2842 COLLAR TIFS ARE PRESENT. -3/4%11-1/2" LVL TYP. 1-3/4"x11-1/2" LVL TYP. 1 1-3/4"x11-1/2" LVL TYP. 80 COMMON @ 6" OC @ 4'-0' PERIMETER ZONE SD COMMON @ 12 oc @ PANEL FIELD FAIL TO CODE 811 C....N @ GABLE ENDWALL RAKE REFER TO TABLE 3.8 WFCM SBC PRO' METAL TYP COLL REFER F U) U) 7 FOYER 0 PROVIDE 8 - 10D COMMON NAI DN,.: RIS EACH END OF COLLAR TIES @ MAX NEW LL LL PROVIDE SIMPSON H2 /H10 OR 1/2" PLYWD. SHEATHING UP 14 F ISE 60 COMMON @ 3" OC EDGE 0 S 8" MA) 0 MUDROOM EQUIVALENT HURRICANE TIES STOOP 0 TO SECURE ROOF RAFTER 5D COMMON @ 6" OC FIELD r7� PLATE AND WOOF r" o'l 0 0 PROVIDE SIMPSON LP 4 OR ---------------- " x EQUIVALENT TO TIE RIM BOARD BATHRM #1 x j TO DOUBLE PLATE TYP. L LU ELL 3 NEW CLOSET —7 3 PROVIDE SIMPSON H6 OR Z 4 T 4 2 EQUIVILANT TO TIE WALL STUDS Ln OPENING To FOYER OF BOTH FLOORS TO PL - — — — — — — — - — — — — — — — — TA z BAND JOIST @ 16- OC 0 ADD 2- 1-3/4"x11-1/2" LVL HEADER REMOVE SECTION OF EXIST. EXTERIOR PROVIDE SIMPSON H6 OR -- WALL. ADD NEW 3-1-3/4"x11-7/8" LVL HEADER NOTE: LIV. RM. CEIL. WILL BE DROPPED 2" EQUIVALENT TO TIE WALL STUDS TO PLATE & BAND JOIST @ 16" 0 TO ACCOMODATE TJI JOISTS a: 14" Til 560 JOISTS @ 12" OC OC TYP. < Lu u PROVIDE SIMPSON LPT4 OR 0 Ir EQUIVALENT TO TIE RIM BOA z U) LU EXISTING STRUCTURE TO SILL PLATE 0 0 ?: U V) 0 Lu 0 3: z < 0 x 0 80 COMMON @ 6"OC EDGE U) 0 Z 2C uj 0 025 Lu O 8D COMMON @ 12- OC FIELD Lu U) co 0 1< < < PROVIDE APPROPRIATEMETAL W < LIJ PLATE WASHER, NUT & ANCA R U)0 3: u 0 111BOLT TO TIE SILL PLATE T 3 w z a: MASONRY FOUNDATIONTYP . �-06 7 0 X w < V) 00 0 -- , - LU 7i < 6'-0" O(C FOR 1 STORY, 3'-0- FOR x W U) , 0 2 STORIES. 12' FROM CORNERS & w w zIII x 6 x < Lu EXIST. EXIST. 0 O12"EDEEP,PNINGS AND BOLTS TO BE MIN. LU - 1 0- 111 -m Ir LIVING ROOM w 0 0 DINING ROOM KITCHEN 0 m o > 0 W uj ui NEW GARAGE :5 U) Lu a: 4" POUR. CONIC. SLAB v PLUMBING RISER DIAGRAM w 20'-31- w NEW NEW IL WDH 2842 WDH 2842 LVL TY 101-01 20.-011 -0 011 10'-0" OVERHEAD GARAGE DOOR NEW ADDITION 2-1-3/4"x11-7/8" LVL HEADER 0/7727/7-// THIS SECTION OF EXISTING BATH#3 BATH#2 NEW) (NEW) 1-112 STORY FRAMED RESIDENCE, TO BE REMOVED' 20 GARAGE ADDITION ILI4— mN 4 EXIST. EXIST. BATH#1(NEW) EXIST.KITCHEN x MUSIC ROONSTUDY WEXI�H T!ING STRUCTJR'E x w 14*-311, EXIST. ENTRY I —UMS—RKTO On, W� M O= W1111MENTS 2 FIRST FLOOR 'j Ico TO UMT SEP-—EM 1 /4 " = 1 '-0" 2 . 20. 18 REVISED 3 . 5 . 18 EXIST. EXIST. EXIST. A- 101 FIRST FLOOR PLAN EXISTING A- 102 FOUNDATION PLAN DA- 103 SECOND FLOOR PLAN P "AR O�I Y-6 v s rA o bc-+C b EXISTING COVERED PORCH NO CHANGES 1 6 2013 vp THIS SECTION OF EXISTING TWC STORY A— 104 ELEVATIONS zo RESIDENCE TO REMAIN ;0 A- 105 SECTIONS TOII OF SOUMOLD FIRST FLOOR PLAN 6X5 rttaf OCTOBER 11 , 2017 �ynuidQ. S`ku4,k,6- REV. Y2018 REV. MARCH 6 2018 4y, ()twIni EXISTING COVERED PORCH TO REMAIN ' m = �� 0 ress .. MEN= A T 10 rn am W OUTLINE OF EXISTING STRUCTURE 10.11.17 1 - s ART . 1 OF 5 sk 141 m 5 h 6� co-ImY ONAL permits 'I drafting I expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 RESIDENCE 45805 MAIN RD. SOUTHOLD N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-75-02 - 14 ZONE AC .5 ACRES PROPOSED: DEMOLISH 586 SQ. FT. OF EXISTING 1 - 112 & 2 STORY WOOD FRAMED RESIDENCE. ADD 1180 SQ. FT. NEW 2 STORY ADDITION INCLUDING 460 SQ.FT. OF GARAGE. - - - - - - - - ----- - - - - - - - - -- - - - - - - - - - - - - - - - - - THIS AREA OF EXIST. RESIDENCE I EXIST. 2 STORY RESIDENCE - 1322.8 SQ. FT. TO BE REMOVED I REMOVE EXISTING 586 SQ. FT. NEW 2 STORY ADDITION 1180 SQ. FT I TOTAL OF 2 STORY RESIDENCE 1916.8 SQ.FT. EXIST. FRONT PORCH 156 SQ. FT. GENERAL NOTES 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and best trade practises. 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required permits. 3. The Contractor shall visit the site and verify all dimensions and the existing II conditions affecting the work prior to construction. Any discrepancies which would — — — — — — interfere with the satisfactory completetion of the work described herein shall be 46'-0" F- reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify U I Nu the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and _777777777d engineer consultants. r- 7- 2X12 ACO LEE GER VENTING 8" POUR. CONC. WALL W/ 24"02" POUR. CONC. FTG. 5. The Contractor is to maintain a complete and up to date set of plans on the Job site at all times 2-2X12 ACO 2X8@ 16" 0( JOISTS FOUNDATION 6. The drawings are not to be scaled under any circumstances. (i RDER WINDOW V) 8.. DIA PIERS PN U) 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 12"x8" CONC.IFTGS including storage and toilet facilities,protection of existing work to remain,access to T - - - - - - - - - - - - - - - - - - - -- ;< NEW CELLAR u_ - work area, hours of permitted work,availability of water and electric power and all 4" POUR. CONIC. SLAB o I I other conditions and restrictions for this particular location in order to execute the 0 work in a careful) and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services (P) 2-1-3/4"x11-7/8" LVL HEADER _L. --d -1* o 0 temporarily disconnected while performing the work as required. L O CODE 9. The Contractor shall provide all dimensions and cut-outs for other trades. IUP h 1 ISERS Cc, 8" I I I 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. ACCESS 11. Plumbing, ellectrical, HVAC and similar work shall be performed by licensed - _J persons who shall arrange for and obtain all required inspections.The General Contractor shall The responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the F_ owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. NEW CkAWLSPACE 0 • 4" POUR.CONC. SLAB 8" POUR. CONC. VVI\LL W/ 24"02" POUR. CONC. FTG. CONSTRUCTION NOTES NEW ADDITION GARAGE @ FIRST FLOOR lub I u) 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 0 ALL 4" POUR. CONC. REINF. GARAGE SLAB C� copper termite sheild. 8" POUR. CONC. FOUND. WW/ 16"x8" POUR. CONC. FTG. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the'New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better (Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 VENT - TYP. L 8. All building envelope components shall comply with Chapter 6 of the Energy EXISTING HOUSE UNDATION NO CHANGES OPENING FOR 10'-0" OVERHEAD GARAGE DOOR I Conservation Code of the State of New York. — — - VERIFY RO W/ INSTALLATION INSTRUCTIONS 9. Fireblocking shall be provided in all wood framed construction in accordance -- — — — — — — — — — — — — — — — — — — — — 01-01i with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with STEP FOOTING NYS code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 psl WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" 4'-102" 10'-3" —4'-102" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FOUNDATION PLAN- FLOOD HAZARD AS NOTED 1 /4" = ll-Ov' 2 . 16 . 18 A- 101 FIRST FLOOR PLAN REVISED 3 . 5 . 18 A- 102 FOUNDATION PLAN A- 103 SECOND FLOOR PLAN 26'-0" 01-01, A- 104 ELEVATIONS EXISTING COVERED PORCH ABOVE NO CHANGES A- 105 SECTIONS I I OCTOBER 11 , 2017 REV. FEBRUARY 16, 2018 SCALE AS NOTED REV. MARCH 6, 2018 FOUNDATION PLAN OF 3 DE ��� ' �°�� gess �� m �� A 102 A 0? S I AKT SSI permits I drafting I expeditin 2 OF 5g J .77x, PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 RESIDENCE 45805 MAIN RD. SOUTHOLD N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-75-02 - 14 ZONE AC .5 ACRES PROPOSED: DEMOLISH 586 SQ. FT. OF EXISTING 1 - 112 & 2 STORY WOOD FRAMED RESIDENCE. ADD 1180 SQ. FT. NEW 2 STORY ADDITION INCLUDING 460 SQ.FT. OF GARAGE. EXIST. 2 STORY RESIDENCE - 1322.8 SQ. FT. REMOVE EXISTING 586 SQ. FT. NEW 2 STORY ADDITION 1180 SQ. FT TOTAL OF 2 STORY RESIDENCE 1916.8 SQ.FT. EXIST. FRONT PORCH 156 SQ. FT. ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM ALUM. ALUMINIUM MR MOISTURE RESISTANT APPD. APPROVED MW MILLWORK NIC NOT IN CONTRACT BRD. BOARD OC ON CENTER BRK. BRICK QS OUT SWING BOT. BOTTOM OPG. OPENING N CL CENTER LINE PL. PLATE CLG CEILING PLUMB. PLUMBING COL. COLUMN PLYWD. PLYWOOD CONC. CONCRETE PT. PRESSURE TREATED 20'-O" 26'-O" 20'-O" CONT CEIC ORAMOTISE PNT. PAINTED - - - - - -- - — — — — — — - - - - - - - - - - - - - - - - -- - - - - (- ADDITION NEW NEW EXISTING NEW ADDITION PVC POLY VINYL CHLORIDE WDH 2842 \ WDH 2842 WDH 2842 1 DEMO. DEMOLISH 1-3/4"x11-1/2" LVL TYP. ��_-- 1-3/4"x11-1/2" LVL TYP, 1-3/4"x11-1/2" LVL TYP. REQ. REQUIRED _ DR. DOOR RM. ROOM DWG. DRAWING o O \ pi R.O. ROUGH OPENING aw p I (DU DRYER WASHER J- - - - _,_ - - - - - - - - --__ --_ - - - - - - - - - EA. EACH m I SIM. SIMILAR SH ER M \ / 2842 WDH 2sa2 WDH ELEC. ELECTRICAL 'O l _ — — — �zl ELEV. ELEVATION SPEC. SPECIFIED — �. . .. v Jo / 1-3/4"01-1/2" LVL TYP. 1-3/4"x11-1/2" LVL TYP. I EQ. EQUAL STL STEEL W / T & G TONGUE AND GROOVE z= \ I EXIST. EXISTINIG v DN 4 ISEs e" MAX. EL. TELEPHONE X �� . �e•// I EXT. EXTERIOR TBD TO BE DESIGNED W P� / F.P. FIREPLACE ' � I C� \\ ��/ I FR. FRENCHTO. TOP OF a NEW NEW Ln SPP/ I GALV. GALVANIZED TYP. TYPICAL WALK-IN CLOSE BATHRM #3 UNO UNLESS NOTED OTHERWISE GWB GYPSUM WALL BOARD HVAC HEATING, VENTING & VIF VERIFY IN FIELD oll 91- \\ LINE OF EXIST. EXTERIOR WALL ,�'��� / AIR CONDITIONING W� WITH INSUL. INSULATION WD. WOOD I \ _ _ _ _ _ _ _ / WP WATER PROOF O \- - - - - - - - INT. INTERIOR � I m �.' / ° I IS IN SWIING XPS EXTRUDED POLYSTYRENE O o I u - - ^_t '°� \ I ( / u I LBS POUNDIS - C7Q — -----� --- 2- 1-3/4"x11-1/2" LVL RIDGE o - — - U -- - — ( I / n I MAX. MAXIMUM w I w o Id ;// (� / w U) 0 m W MO. MASONRY OPENING z < T NEW / REMOVE EXIST. WALL ¢ O Ir �ujN Tco N i BATHRM #2 / (3 a °O w - q ( — 2- 1-3/4"x11-1/2" LVL RIDGE °O WU 3 v p Im r J U U co D I, , E I — — — — — — — - - - - - - - - - - - - - - --�° o U (3 - - -- Z= c� N ° T F / 5 \ I �X F wWN N ° CdJ @J 11P / , \ W Z O D W 3 N X Y I-�-_ Y w N X ° X N Q / �l,� \ X N Q Z= \ U m �+ O / JP CONVERT EXIST. BEDRM TO NEW BEDROOM #4 N m r? J ui ti J� NEW BATHRM, HALLWAY & CLOSET \ NEW BEDROOM #1 . ' J / \ II pj / NEW CLOSET I I \\ I EGRESS EGRESS NEW NEW WDH 2852 WDH 2852 2-3/4"x11-1/2" LVL TYP. \ EGRESS EGRESS 20'-01, I \ WDH NEW 852 WDHE 852 NEW ADDITION \ 2-3/4"x11-1/2" LVL TYP. 20'-0" GARAGE ADDITIOI\� I I N EXIST. BEDROOM #2 EXIST. BEDROOM #3 IU cI w w I I I I A- 101 FIRST FLOOR PLAN I A- 102 FOUNDATION PLAN SECOND FLOOR I i A- 103 SECOND FLOOR PLAN 1 /4" _ l '-O" 2 . 2 0. 1 8 � � A- 104 ELEVATIONS p I REVISED 3.5. 1 O I EXIST. EXIST. EXIST. EXIST. A- 105 SECTIONS .......... -__------ _...._.._.___ .._._.._........................... ................-..._.._....._.. ...._-..._ _...._........ .... ..................EXISTING ROOF OVER PORCH BELOW ..................................-................. .:_ SECONDFLOOR P LAN _. ............_---..----------- ------ --------------------------------------.---__--------- --- --- - - - ----------------- . ..._._..... ..--------------------- . - OCTOBER 1 1 2017 - ---- ----------_..._..- ---__---- ._..... -- --- - - ...._..-- ---- _..._..__._._.. -- - -------__--.. .. .........._-..._..--- , -- ..----...............__.. ----- ------------------....._......_.....-__�-._._.---.... ----..._ .........._...... REV. FEBRUARY 16 201 __..._..- __ .... _.---._...... ..._......_._..._.. _.__. . .._ .... _ _ 8 F REV. M �° E1v SCALE AS NOTED ARCH 6, 2018 �P DE y0 g .,,,�..• �r0 oress w A / \ 103 Z^ 072 09, S IART I �SSI per its I drafting expediting 3 OF 5 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 ADDITION EXISTING EXISTING ADDITION EXISTING ADDITION - . _-... . . ... -- -............. .......- - - - -—_-_-- --- ----------- _- -- -----..:.....:.:...- .._.. I __..._--- _... ..__....__..--- _...........__ _.....----------- -----. _... -... .... -- - - ...._ ....--...— _...... . _. ........... _.... - ... ...._ . .-_ _...__...........- .__. .......... .:.:.:......... ....._.. .... _:.... .. ........ .... .. ................ .......... :: '........... .±....: :_:._:= - --' ._ ..-:;.:_:::.:::.,:;.:;::.:,.:::::::-'..._'.... m:,`.:e_:"_...:.,:.::.;:,.:,,,:: ___..:.....:.:.,::,,::.:........ - - _.........._.................................... ... ..... _...._..........__...._......_... _....._ —..... __ - - _.... ............ .................. ................ ..................... ..._.............._. --NEW ASPHALT/FIBERGLASS SHINGLES .... ..r'_. .._. ....___ __..___.___- ___.____.__..__._._ (..._...__...__.____..___._.....___.__.-.._... _.._._...___..._...._.... ......._.. ....... ... _.......... NEW ASPHALT/FIBERGLASS SHINGLES .. ._...... ._..........._.. .................... ............................._............................................. ... ......................... ..............._.....>..w................... ..,,._,.�.....,. .... ... _ ._..._.... ............ .............................. _. 4--------- ........................... ................................ .._._.._................... _.... ._._............._..._....... _...__.._.._........_____....._. N W ........................... .... ..._..... ..... ... - - __ - _.._.._ E ............... ........ .. NEW _...._....._...__._..__.........._.......... .. ... - - 2 STORY ADDITION _._...................._...._..... ___... _ _---.._ ....._ ----- NEW 2 STORY ADDITION ._... ...,...........,,.....,__.._.,,.....,.,,,....., ..»..........................:........._.,......»..»....,...."...... ..... �.,......,,,.,.,..,., .,, .,,,...... ._.._ 2842 WGH ,...... ..,.......,..w_....,.,,,.....,......,...».,..__. ...»,.....,, .___ _.-_ ------- --- ._. ..,.,-_.._.... ..,.."........ .__...,.....,........ EXIST. ______'.__...»"»............____ ....:................- w",»...,.....___.....,...»,,. ....",._.._._.-__,.........._ """`"""' ,_ .._,..._..... _...-.______ ,-......... ,,. 8 ,_,...._ ._.._,._._........_..... ... - - - ._. _. . ..... _ ................... 12 _ _ ATTIC ........_. _..._..___..-___-.__7n.....________________ __ ______ _ .-.-. __ _ _____ ___ ____._..._.._.. _ _____._.__._ _ _ _ __ _ __ ___ ______ _____-.. _ _ __ _ _ _ ____ __. _____ _____..._ __ _ _- _ .. ::_____m.__...::.. ......_____�.. . ----------------- __---- NEW NEW NEW NEW 2852 WDH 2852 WDH 2852 WDH 2852 WDH NEW NEW EXIST. EXIST. EXIST. EXIST. EXIST. 2852 WDH 2852 WDH EGRESS EGRESS EGRESS EGRESS I EGRESS EGRESS M M 00 I I I Mld' N I O _::l Lj Li Lj ::::::.:.::::_._: --'__:::...:a::::.._..... ....1:.ccr..:re::.;...,... M TOP OF 2ND FL. TOP OF 2ND FL. ' _________ ________ _ . -.- :__:mac:::.:_-n:w::_.�:.•..::..- TOP OF 2ND FL. NEW CEDAR SHINGLE SIDING NP. NEW CEDAR SHINGLE SIDING NP. NEW NEW EXIST. FRONT 2842 WDH 2842 WDH EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PORCH a REL TED NO CHANGES EXIST. O NEW 10'-0"x8'-0" OVERHEAD DOOR I TOP OF IST FL. EXIST. FRONT PORCH NEW CRAWLSPACE I I ( I ( I I - - - - - - - - -I _ 1._ -- - - - - - -- -- ...... ...... -- - -- -- - - - - - - - - - - - - - - - -- — - -- - - - -� I- - - - - - - - - - - - - - - - - _ _ J L_----------- EAST ELEVATION ( FRONT) SOUTH ELEVATION ( FRONT) 1/4" = 1'-0" 10.1 1.17 1/4" = 1'-0" 10.1 1.1 7 REVISED 2.22.1REVISED 2.22. 1 REVISED 3.5 18 8 REVISED 3.5 18 8 RESIDENCE 45805 MAIN RD. SOUTHOLD N .Y. ADDITION EXISTING EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-75-02 - 14 ......... .. . _._ .-_ - ::.- : , -.- -- _ . - -------.__ ------ - -...__._.. _.__... -- _ - - - -_ ---------_---------------------------._ _-.. ---- - _ ___.. _ _ _ _ 5 ACRE NEW ASPHALT/FIBERGLASS SHINGLES :: ___ _ ............................................ . ._ ............ ....... ___ NEW..2......STORY Y..A...D...D.__IT_IO_N ... ... -.......__._ _ .. .. _. ...NEW2SO ADDITION- ........ ..... .______.___ - ------- _._.. ..___. ._.. _._ .________ _._ .... ...__.....__.._ _ ----------.. ----------------- _..----...-------- ___________..__ .._...._........_...._.._...._.._ _ ______.._......_._______..._._.__-__...._.__..___.--- --------- ...... . _.._..__._.._-________.__.-----______._ ............_______---.. _-________._..._........----_.._______-_._._ ______..__. ...____.__._____. _ ._____..__ NEW DEMOLISH 586 SQ F T. OF EXISTING 1 - 1/2 X 2 _ . - 2842....................... ... ....... ......_..__......._.._._...._.. ... ....................__.. ....... ................................._.- ...._._.._.._.........._........__........._....._._. ._.............................. ._......-.-..._..............._. ........................._........ _._ _....... W ASPHALT/FIBERGLASS SHINGLES . ._...._. .......... _.___.._ - _.- -.-------- — -. . -. -.- . . STORY WOOD FRAMED RE__ - _ . _ _ _. ... .. ..... _. .._ _.._. _.-_.. . - -_ ...._ .............. ... ......................._ . R ADDITION N ------ _ .. . ....... -. . _. . ..._. _._ _ ................... _. __. _... INCLUDING 460 SQ FT. OF GARAGE. NEW NEW NEW NEW NEW 2842 WDH 2842 WDH 2842 WDH 2842 WDH 2842 WDH NEW NEW NEW 2842 WDH 2852 WDH 2852 WDH EXIST. EGRESS EGRESS OO 1 W I EXIST. 2 STORY RESIDENCE - 1322.8 SQ. FT. REMOVE EXISTING 586 SQ. FT. — _ - - TOP OF 2ND FL_ _TOP OF 2ND FL. _ _ _ NEW 2 STORY ADDITION 1 180 SQ. FT TOTAL OF 2 STORY RESIDENCE 1916.8 SQ.FT. NEW CEDAR SHINGLE SIDING TYP.7 NEW NEW NEW EEXIST. FRONT PORCH 156 SQ. FT. EXIST. EXOIST.T 2842 WDH 2842 WDH 2842 WDH EXIST. EXIST. COVERED NEW PORCH ENTRY O I DOOR r NEW ENTRY S P ' A- 101 FIRST FLOOR PLAN RAILING TO C TOP OF 1ST FL TOP OF 1ST FL. A- 102 FOUNDATION PLAN A- 103 SECOND FLOOR PLAN A- 104 ELEVATIONS A- 105 SECTIONS NEW FOUNDATION ( CRAWLSPACE) I , j - - — -- --- - — — — — — — — — — — — — 7 I - - - - - - - - - - - - - - -- - -- - --� L _ I I NEW FOUNDATION � J (CELLAR) r _ J r - - - - - - - - - L I I � — ELEVATIONS FL- - - - - - - - - - - -i I OCTOBER 11 2017 - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � L- -- - - - - - - - - - - - -� 0 NE1111, REV. FEBRUARY 16�, 2018 NORTH ELEVATION (REAR) WEST ELEVATION (SIDE) co� C. FRS 0 SCALE AS NOTED REV. MARCH 6, 2018 1/4" = V-0" 10.1 1.17 1/4" = 1'-0" 10.1 1.17 * ;A % t., REVISED 2.2 2.18 REVISED 2.2 2.18 c, r _ of REVISED 3.5.18 m � �_ w ress A104 Lu ,. 'o 0;" S RT R°SSS 4 OF 5 permits I drafting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 - - _777__ 7---___. . ...-__- _ __ _ -- _ __._-- . ---------,-_---------------_ __ __ - _ ----7777-- -_ _--.7777--__----:----_--_ __.,__7777-,-7777_-_--___--__--_.._ __--____.__--- ----------- -- __ __ _ _ - -- -----------------7777-- --7777----- � 7777- . - ��_.-----------7777-- _ ,r - __ - -- - - ------==-=-=------�__�� __ --_--------------------------------77.7777---_---__---_7777_- ----------- --------------- - _ - - - - 7777-- -- ... - ___..-,.----- -- -- - - - -_-----_--_7777-_.__-_.__-._.____- -----_-------------___-- -_._._________ _________-_ _7777-_ _ - __.«_ . _____-.--.7777---._. _._-_-___-__-__ --7777-- 7.77 7--________.7777---.__-_------_-- _____:: :. ------------------------.,77777777-- ___ 4__: _: _..-__ -: : - - - __- - - - -- - _ „ ., __ __ -_________ ...__. - _ _ _ -______.__-._____ ______________-___.._.___.__.___________ ___________ _ _ ____ _ --- ---_---_-_-_ _ _ _- _ _ - :-- 7777 -7777-- _ _ :::� :_:.-.�.-:_: 2- 1-3/4 x11-1/2 LVL RIDGE `2- 1-3/4 x11-1/2 LVL RIDGE- 0 F, _ _ _______::__:::_::,:_::: ------------_____•_--_-_ -._. ,n� _ __......---........_...._..-.....- 7777..__._..._.....,,_.-..-::..._...:.::::.::_:_ ......::...:.._:.::_:..._...-.....-.,::-:..::...: ._...:.:: :......-....-.:... ..._ _. . .. __::::-: - - _......_..__ ........ -....__..._._.._.__...__.. _.. _..._..._....... . ......._. ........ .........._ ... ..._ : .... .... . . ..... ... ........_................ [i - _ _.::..... ......_..... _.._. __ ....................._....... . _.......__......:.... _._._.__._.:_:..- _....._ ::...__:...._._....._..._..__._-- _.._.._.... _...__.._....- - --.......... ..__.._.._.. _..__._...- -- -. -- ...._... - --------------------- -.. . - --- -- - - ---- -- - -- -- - - -- -- ---- ---- -- ------7777- - --- ---- -- - - - - ::.._:. ...:.__..::_:--:.-:-::-,::':,::r:::._..-.�::.r;=:d--::,---1--::.::'::.__-._-____,_- - ---:------.::-_:-:.:.._.::_:,__::::":.:_-.._::.,-.:;-:..:_:::.:._:::_c:S::_:-::::.:.1::_,,,-:.-::..:;;-::::_.. =:._-.......:.................-.- -.- --.,. ..:_.......:- _.-.:.-..... .. _ .. .-.:--7777-. 7777. -:----- \\ --..:-..:.-.. .-......._.._......-_.._.._ -------_-__--.-_ ::.---......- -_____....._..:.:------_-_..-`-:.::::......_........_---_.--.......-..-_..--.:.---- :._.:_.........:- ...._._.--. --_--- - -- -_7777 :.:_: ':::s'-" -- - ..:s --7777-----.. ...._. - .. .....---7777-----7777 ... _ .... .... \ -- ----------------- — - _..._....__........ -- - -.... - - - ...... .... - f -- - - -- - - - -- - -- — --- ..... _ _ ----- -... _...— - - -- - --------------------- .. _---_-------------- -- :.:...... -...... .._.................... ...... ....._ ...... 1 . ....................... - ............. ........-.............__.............._..__.._......._. ......:..._...__._.........._......_...._..._ :._.-................: _ - - - ASPHALT/FIBERGLASS ROOF SHINGLES"'_"'"'`:"""::` __ - _..., x4 @ 16 OC AFTER TIES P. _._ _. ------ ----------- x4 @ 16"O AFTER TIES P. ASPHALT/FIBERGLASS ROOFSHINGLES ROOFING EL _ _...____.._..-..__.._..__.._...__.__-_. ......... 7 -- --- - -- -................_........7777...... __...._....... ....._..... ... �/ .......................... ................._.._..-_._.._.._. _ .. _ ROOFING FELT=.','.-.--*_......_..------.,-. __._..... ,1/2" CDX PLYWD. SHEATHING..... . ............................. . _..-........ _._ ---.-----._, ._ _ 1/2 CDX PLYWD. SHEAT - - - 7777-- - ---..__.....__.._..-7777-- _ -. - - -_- - - - -- " SHEATHING ::•::_-:.::,- 12 2X10 @ 16" OC ROOF RAFTERS 12- ... Y._-__... _........... - - .7 1-------------------- ------_--_------------ - - - - - ...._.....- - - -- -- -- - ....- - - ....- - - - - _..- - -- ---__.... \ ------------ -1-3/4"x - - — 0 16" O ROOF @ C 00 ERS - 11- /4 LVL RIDGE ,..:.:.._.... - =..::-:-.______::__.__.___.. :..:--__::-_:_:___--.-.:.:--_--___:__----.....:.,,,.,_._._ - .. - __..._,....._...__......... _..._.. __...�.......... � _.. _....._...............,.._..........._............ _....._--.....__...__.._.......... ��.,_..._,_.__......._..__-..._....__....___---..._..__ _......._........._....__.__...._.__ -----._....,.�... 3/ LVL RIDGE 1 RAFTER TIES ATTIC 2X4 6 OC _.... _. ..,.......................... ............__.. _.. ._..___.._..... . ....__ __ _............. .__._.._..__....._ -..........._ �U' ----,.-...._._............._..__..--.�_�.......a,.... ............. 2X4 ..-.. .._ ,�... .. ..........2X4 @16"_O.....0.._ R_....-_- T-_E..R_._.T_I_ S ATTIC _7.7.77-. _ -.....__. _._-_-_.___- ..---7777- _._c..... :......-..__- .....r..._.- _................._ X 1 C FILING JOISTS --- _.. _..... -- - - - --. - ---:__,:_-_----- -----_-- -....__..._.... --- -._....--------- - .._......---_-- - - - - -- ...........- 2 8@ 6 O C ___.__.__....__. ._... ...._-_._.._ ._ .- _...._-.__.............._............ ,.--..... 2X10 16" OC CEILING JOISTS -..------------- N L ..... _.: -----,-- _.,, __- ., .. -- 777 7 - -------------__---__--- ----- R-30 BATT I SU - - - - _.... - _...._.._...... _..- . . . _.. w,n._..'_'"... e A _-- .M_ 7777 7777--_- .. ..----...---...- -------------- -�__ __.. ... ---- _--_-__ - - - 7777 7777- INSUL. 112" GYP. BD. ...... ...... -- ............... .................. - -- ---- - ------------------------------------------ - - ------------------------------------------------ ------------ ---------- -- ------------- 1/2" GYP. BD. SOFFITS TO MATCH EXIST. •-^•••7777 --___ PROVIDE GUTTERS & LEADERS > i __., _.....__._._...-- ..... .. ......................._........ - -..... - -- - --- ----- - _ � ... __......_... ,,.,,.,,,_ , __ ... -- --- - - -- -------- NEW CEDAR SHINGLE SIDING NEW TYVEK HOUSE WRAP NEW BATHRM #3 NEW BEDROOM 1/2" PLYWD. SHEATHING WALK-IN CLOSET NEW BEDROOM 2X4 @ 16" OC STD WALLS R-15 BATT INSUL. 1/2" GYP. BD @ INTERIOR TYP. TIN M I M S 14" TJI 230 JOISTS @ 16" OC 14" TJI 230 JOISTS @ 16" OC 5/8" FIRE-RATED GYP. BD @ COMMON WALLS & CEIL. TYP, NEW CEDAR SHINGLE SIDING 2X4 @ 16" OC STUD WALL TYVEK HOUSE WRAP 1;2" GYP. BD. EA. SIDE TYP. 1/2" PLYWD. SHEATHING } 2X4 @ 16" OC STD WALLS FOYER LIVING ROOM EXIST. FRONT R-15 BATT INSUL. PORCH F 1/2" GYP. BD @ INTERIOR TYP. ST. COVERED NO CHANGES LL w EXPOIRCH Ir O > U NEW GARAGE � NEW FIN. FL HEIGHT TO ALIGN W/ EXIST. CEIL. HEIGHT WILL VARY IN NEW ADDITION titer x10@ 16" OC FLOOR J TSS 2x10@ 16" OC FLOOR JOISTS R-30 BATT INSUL 2X6 ACQ SILL PLATE BOLTED TO MASONRY W/ 1/2" DIA ANCHOR BOLTS TO CODE - LLAR NEW CRAWLSPACE SILL SEALER 8" POUR. CONC. WALL W/ - 4" POUR. CONC. REINF. GARAGE SLAB TERMITE SHIELD 24"x12 POUR. CONC. FTG j., 2-1-3/4"x11-1/2" LVL GIRDER 3" DIA STEEL COLS. 8" POUR. CONC. WALL W/ 24"x24"02" POUR. CONC. FTGS. 24"x 12 POUR. CONC. FTG 4" POUR. CONC. SLAB 8" POUR. CONC. FOUND. WALL W/ 16"x8" POUR. CONC. FTG. f - - - - -- - - - - - -- - - - - - - - - - - - - - - - i - J SECTION # 1 SECTION # 2 4" POUR. CONC. SLAB ( I STEP FOOTING 1 /4" = 1 '-0►' 2 . 2 2 . 18 1 /4" = 1 '-0" 2 . 22 . 18 . REVISED 3.5. 18 REVISED 3.5. 18 RESIDENCE I 45805 MAIN RD . SOUTHOLD N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-75-02- 14 ZONE AC .5 ACRES PROPOSED: DEMOLISH 586 SQ. FT. OF EXISTING 1 - 1 /2 & 2 STORY 'WOOD FRAMED RESIDENCE. ADD 1180 SQ. FT. NEW 2 STORY ADDITION INCLUDING 460 SQ.FT. OF GARAGE. EXIST. 2 STORY RESIDENCE - 1322.8 SQ. FT. REMOVE EXISTING 586 SQ. FT. NEW 2 STORY ADDITION 1180 SQ. FT TOTAL OF 2 STORY RESIDENCE 1916.8 SQ.FT. EXIST. FRONT PORCH 156 SQ. FT. A- 101 FIRST FLOOR PLAN A- 102 FOUNDATION PLAN A- 103 SECOND FLOOR PLAN A- 104 ELEVATIONS A- 105 SECTIONS SECTIONS SOF Envy OCTOBER 11 , 2017 SIDE off, REV. FEBRUARY 16, 2018 co SCALE AS NOTED REV. MARCH 6, 2018 CL cp: 111 ress 105 �O SSII ArKm"k T ONP - 5 OF 5 permits I draffing I expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 6 RESIDENCE MAIN RD. - - - - - - - - - - --- SOUTHOLD N .Y. APPROVED AS NOTED EXISTING: SINGLE FAMILY RESIDENCE DATE:, SCTM# 1000-75-02 - 14 FEE-9 ;ELR'&P BY: NOTIFY B!JiC'F"- �SgUiY:7AT ZONE AC .5 ACRES 765-1802 8 AM To ;rim FOR THE PROPOSED: FOLLOWING INSPECTIONS: L — — — — — — — — -- — - 1. FOUNDATION FOR POURED--,?'.;NCTWORETEREQUIRED DE OISH 85.5 S FT. F E IS 1 G 1 12 THIS EA OF EXIST. RESIDENCE 2. ROUGH -. F'- PLUMBING S,,0 FRY 0 A RE ID N TC BE REMOVED 3. INSULA? 4. FINAL COM, : MUST ADD 260 SQ.FT. OF NEW TWO STORY WOOD BE ALL CONS1 SHALL MEET THE FRAMED ADDITION TO EXIST. 738.4x2= 1476.8 SQ.FT REQUIREM& THE CODES OFNE�ATWO STORY RESIDENCE. YORK STATL. .4 G T RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FIN. TOTAL STRUCTURE WILL BE 998.4x2= 1996.8 EXISTING PROPOSED COMPLY NEW YORK WISTATE & OWN 'GodgOF FL. 1322.8 SQ.FT. 998.4 SQ.FT. T � AS REQUIRED AND CONDITIGNSGFFL. 734.6 SQ.FT. 998.4 SQ.FT. 33"x16" 33"x16" ( CADDITION NEW ADDITION NEW NEW NEW tj&,1qQ — — — — — — — E-ttAP-WMC- — — — — — — — — — — —' — -CELtAR-WINDOW- WDH 2842 WDH2842 WDH 2842 kSed9jaWDH 2842 _4_.PORCH 156 SQ.FT. NO CHANGE 1-3/4 -1/2" LVL TYP. 1-3/4"01-1/ .7 3 %I BOARD-71-17 — — — — — — — — — — — — — — — — — — — — — — — — — — — - 8"x 8'-0" CONCRETE FOUND. WALL co ® DO NOT PROCEED WITH ON 16"x8" POUR. CONC. FTG. .7 (UDLV U) OPEN ABOVE 0 Ld FRA"11ING UNTIL SURVEY Tt�'iU-SISPLACAnDIN13 U) 10 1. 2'- 112'-21 R' Q U D < 2 N T.�T E�C OF FO"UNDATION LOCATION Uj J- I:: NEW STAIRCASE SH ER 2X8 @ 16- OC CEILING JOISTS '21 -j NEW CELLAR UNDER ADDITION 0 HIAS BE 1-1 APPROVED. 0 0 1'� 2X10@ 16" OC ROOF RAFTERS 0 - RALINGS TD CODE 0 0 (0 MUDROOM .1 DN. A RIS - 0 NEW BATHROOM 0 @ 8" MAX NEW 8'-0" CEIL. HEIGHT OOM OPEN TO BELOW �2 @ DnVCUPANCY OR @) STOOP OOM 0 x I I JSEISUNILAWFUL NAILING/FASTENER SCHEDULE N 0 UF 12 RISERSITO 1ST FILCOR z W DN. TO I CEL�L�R I RAILING j NITHOUT CERTIFICATE z Up DIN. 1 RI ERS TO 1'� PROVIDE MSTA30 OR EQUAL I I'. 0 UP_14 RISERS 9 8" 0 METAL STRAPS OVER RIDGE NEW 2S1;RIASE L- To EXPAND EXIST. BEDROOM TO ROOF RAFTERS @ 16" OC 0 REMOVE SECTION OF EXIST. EXTERIOR TO 2NE FLOOR 0 0 TYR. NOT APPLICABLE IF AN AI TO CODE WALL. ADD NEW 3-1-3/4"x11-3/4" LVL HEADER--7 < DF OCCUPANCY COLLAR TIES ARE PRESENT. z z 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE COMMON @ 12 OC @ PANEL FIELD 8"-O'IIL- BID X x ELECT1111CAL 8D COMMON @ GABLE ENDWALL RAKE W JJ INSPECTION" REQUIRE REFER TO TABLE 3.8 WFCM - SBC EXISTING FOUNDATION (CRAWLSPACE) NO CHANGES PROVIDE 8 10D COMMON N��l V) PLUMBER CER 7 IFICA TION PEACH END OF COLLAR TIES T W 112" PLYWD.SHEATHING LU 6D COMMON @ 3"OC EDGE PROVIDE SIMPSON H2 / H10 OR ON LEAD CONTE V','-BEFORE EQUIVALENT HURRICANE TIES TO SECURE ROOF .111,, 10 6D COMMON @ 6" OC FIELD I.-: EXIST. KITCHEN CERTIFICATE OFOCCUPANCY'LATE AND WALL FRAME. Ln Y) x x x U) LU EXIST. BEDROOM EXIST. BECROOM W SOLDER USED JN VIA TER PROVIDE SIMPSON LPT4 OR x 1 10-r EQUIVALENT TO TIE RIM BOAR t1l clfterior lighting LLJ SUPPLY SYSTEIII! TO DOUBLE PLATE TYR. ftstalled,replaced or FOUNDATION PLAN EXIST. LIVING ROOM EXC E E D 2110 Of 1 l..'-,4U. r"-p-ired shall conform PROVIDE SIMPSON H6 OR PROVIDE To T COLL D D D COMMON 1/4"=V-0" 10.11.17 111XVIRING , EQUIVILANT TO TIE WALL STUDS to Chapter 172 CO X ALL"PLUM BVQkA,1Pz r-- OF BOTH FLOORS TO PLATE & W ';&WATER LINE-SNFED BAND J0 - C!"the Town Code EQPROVIDE SISON TEST01G BEFORE CIOX 41G, UIVALENTMPTO TIEH6 WALOLR STUDS TO IPLATE &BAND JOIST @ r ® 1 O — OC TYP. PROVIDE SIMPSON LPT4 OR 1-2 EQUIVALENT TO TIE RIM BOA TO SILL PLATE PLYWD. FLOOR SHEATHING MIS W col't BID COMMON " 8D COMMON 162"OOC REDGEELD 00 PROVIDE APPROPRIATE METAL E _2XIST.BATHRM. N PLATE WASHER, NUT &ANCH 'R BOLT TO TIE SILL PLATE TO MASPNRY FOUNDAT11 T P RETAIN STORM WATER RUI`, OFF 6'-0 OC FOR I STO 1 T-0" FOR 2 STORIES. 12" FROM CORNERS & PURSUANT TO CHAPTER 2.�6 OPENINGS AND BOLTS TO BE MIN. OF THE TOWN CODE. 12" DEEP. PLUMBING RISER DIAGRAM X x W EXIST. BEDROOM EXIST. BECROOM Ji MTHoof —G.T Blower door J) Cn x MUSIC ROOM STUDY Ji x W and ductwe-i-k r WNT --T 1 testing require 20'-32' ENTRY ON Y RY Must provide Manu.is ATH#2 ,j D,I and Sas per B (NEW) A NYS Energy Code EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 26,_0" THIS ION OF EXISTING TORY FRAMED SIDENC EXISTING ROOF OVER PORCH BELOW AX1111 KITCHEN EXIST.BATH#1 EXISTING COVERED PORCH - NO CHANGES 4 FIRST FLOOR SECOND FLOOR IT 1/4"-1'-0" 10.1 1.17 1/4"=1'-0" 10.1 1.17 _E- 2 14'-311, A- 101 FOUNDATION & FLOOR PLANS, NOTES 2 A- 102 ELEVATIONS A- 103 SECTION, ap THIS SECTION OF EXISTING TWO STORY FOUNDATION & FLOOR PLANS ro RESIDENCE TO REMAIII m EW Al DE 0 SCALE AS NOTED OCTOBER 11 , 2017 0. 0 7 2f'Qi 1 0 1 "CSSIio res OF 3 26'-0" S EXISTING COVERED PORCH TO REMAIN permits drafting I expediting I PO BOX 49 OUTLINE OF EXISTING STRUCTURE JOAN CHAMBERS SOUTHOLD NY 11971 10.11.17 631-294-4241 EXISTING ADDITIONRESIDENCE �wl MAIN RD. _------------------*-",�-�_-_-_._--=,=.,---'',-,--,-,=,".""-"-,,----,:==,.".--,:-.-=- -,--."---,* --------------- -----_---------- --------- -----------------------i-: � I - _ --.1-1 ---1-111---------- HOLD N .Y. ...... ----------- ------------ "77. ..... ............. ----------------- ----------- ............ _7 ......... ....... .......... _7 o ................. ......................... ----------- -------- ---_------------_------ ........................------------ -------- ---_----------- ------------------- -------------------_ —------------------ ------------------- ----------- ................................. ---------------- ------ ........... .................... .............. EXISTING: SINGLE FAMILY RESIDENCE ............ .......... ------------ ---------- ..................... ------------------—psx ------- .......... ..................................................... .........................-_----- ---—---- --------- -___ . .. .. ..... . .... ... --------- ....... ---- =NEW ASPHALT/FIBERGLASS SHINGLES =--------------------_--_ SCTM# 1000-75-02- 14 '77 - - - ............... .................... TO MATCH EXISTING' .............. ..........- .................................. ------ ------------- ----------___--_--- ----------------- --- ------- ----------------------- ------------ ------------—-----------------I--------- -_----_--- ZONE AC .5 ACRES ......................... ....... . ........ ...... ...... '.. . _ =_ .......... ............................. _=................................... ,................. ---------- . .................................... .... ...... ....................................... ......... ............ .... ..........1'po..................................___. .............................. ...................................................... .............. .................... ............................--_-_------_----------* *__ * ="_ -_----_------ ..................................................... ------------ ----------- PROPOSED: ---------------- ........ ...... ............................... ------ --- ........... ..............=__ ".......................................................... ............. ............... — 112 -—-------------_ DEMOLISH 585.5 SQ. FT. OF EXISTING 1 ------ ---- —- —---- ------_------- -—--------------'_- ................ ............. STORY WOOD FRAMED RESIDENCE. ................. ................. .... ........... ............................. ....................... — —----------_ - -------------- ---------------------- —------------------------_----1. —.1-1 .11.1 1 _-, 7 --------- o_ ............ _.:7 .......... .................... ................................. ........... .................. ------------ ------------- -----—-------------- .................. ----------- .........=, ......................._:::::::_:::::_::_<_::... . ......................................................=. .......... ---------------- ------------ ............... -- ------- ADD 260 SQ.FT. OF NEW TWO STORY WOOD FRAMED ADDITION TO EXIST. 738.4x2= 1476.8 SQ.FT TWO STORY RESIDENCE. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. FIN. TOTAL STRUCTURE WILL BE 998.4x2= 1996.8 —1(\J cv) EXISTING PROPOSED Ll 1ST FL. 1322.8 SQ.FT. 998.4 SQ.FT. ---—--------- ........... .......... .......................................... ........ ........... -7, l___l_l----------- CEDAR SHINGLE SIDING 2ND FL. 7 3 4.6 SQ.FT. 998.4 SQ.FT. ........... .................. -------------I--- - - ....-----.... ......... .... -- ---- --_--_ ---................ ................. ........... .............. TO MATCH EXISTING .=..�.......................... .......... ...................... --------_------------- PORCH 156 SQ.FT. NO CHANGE ------- -- _----------- --------- ............... ............... . ..................................... ........... ...........................------------ ........... ................. .............. ............. .............. ..... .. EXIST. EXIST. EST EXIST. EXIST. EXIST. EXIST. EXIST. I SOUTH ELEVATION FRONT) EAST ELEVATION FRONT) NEW FOUNDATION 1/4" = l'—O" 10. 1 1 . 17 1 /4" = l'—O" 10. 1 1 .17 (CELLAR) A[T)ITION EXISTING ----- ........ . . .. ...... -------_--- ------------- ------------ —............. ................................ *....................... _p___=_*.**-------_-- - - ------ - ------- :................. ----------- ................ ................... .................... ....................... ... .......... ---------------- ------------ ------------------- -------- ------------------ 0:' ............... ......... =7 ......................... ...................................... ............................ ........... ------------ 7 .......... ............................. -- - - - - - - ....................... ........... .................. ......... ..........� - . *_7*,�'. ........... :',�..... ................ ......... NEW ASPHALT/FIBERGLASS SHINGLES —--- -- ----------—------ -JO MATCH EXISTING. ...... .... ---------------- _------_-------- ...........: :" .............. ---------------- 7 ................. ....................:......... ........ ...................... ..... .... ... - ----- .......... .......... i p, ................ .......------- --------------- ---- - ------- . .. ..... ......... ..................................-----.............................. .................. ------ --------__--------------- --------- ........... ...... ------- - .... ..... .. ............ ......... 7. .......... -.: *-...... ---------- ............ .................. .................................. ................................................ ----------- ------------- ---------- --------- ---------- ------------------_------------------------------ --- ---------- --------------------------------- ..............-------------- ---- -----------___.1... -------------------- 'i I----- -------- ............ ......................... ........... ............ .............................. ..................... ........... 77_7'777 7 777'7 7 .................... ..............=-= ---------------------- ------------------- ------- r. -- 2842 WDH 2842 WDH I EXIST. EXIST. CEDAR SHINGLE SIDING El TO MATCH EXISTING CEDAR SHINGLE SIDING TO MATCH EXISTING;7 2842 WDH 2842 WDH i EXIST. ST NEW ENTRY DOOR A- 101 FOUNDATION & FLOOR PLANS, NOTES A- 102 ELEVATIONS NEW STOOP @ A- 103 SECTION NEW ENTRY ELEVATIONS NEt4, SCALE AS NOTED OCTOBER 11 , 2017 -K k NEW FOUNDATION NEW FOUNDATION c '_ /-'\ 0 (CELLAR) (CELLAR) �� rl 1 ,\' 102 L 11101 72- ress � n �FESSIONP 2 OF 3 NORTH ELEVATION REAR ) WEST ELEVATION ( SIDE) 1/4" = l'—O" 10. 1 1 . 17 1 /4" = l'—O" 10. 11 . 17 STAwKm"lkT permits I drafting I expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 RESIDENCE MAIN RD. ASPHALT/FIBERGLASS ROOF SHNGLES SOUTHOLD N .Y. ROOFING FELT 112" CDX PLYWD. SHEATHING EXISTING: SINGLE FAMILY RESIDENCE 2X10 @ 16" OC ROOF RAFTEFS SCTM# 1000-75-02 - 14 2- 1 -3/4"x 11 -3/4" LVL RIDGE 2X4 @ 16" OC RAFTER TIES (o ATTIC ZONE AC .5 ACRES PROPOSED: DEMOLISH 585.5 SQ. FT. OF EXISTING 1 - 112 STORY WOOD FRAMED RESIDENCE. ADD 260 SQ.FT. OF NEW TWO STORY WOOD FRAMED ADDITION TO EXIST. 738.4x2= 1476.8 SQ.FT TWO STORY RESIDENCE. rIN SLOPE OF NEW ROOF @ FIN. TOTAL STRUCTURE WILL BE 998.4x2= 1996.8 r ADDITION TO ALIGN W/ EXISTING ROOF EXISTING PROPOSED 1 ST FL. 1322.8 SQ.FT. 998.4 SQ.FT. 2X8@ 16" OC CEILING JOISTS 2ND FL. 734.6 SQ.FT. 998.4 SQ.FT. R-30 BATT INSUL. PORCH 156 SQ.FT. NO CHANGE 112" GYP. BD. SOFFITS TO MATCH EXIST. PROVIDE GUTTERS & LEADERS — 112" GYP. BD. 2X4 @ 16" OC INTERIOR STUD HALL 0 112" GYP. BD. I 07 _ VINYL FLOORING 3/4" AC PLYWOOD SUBFLOOR 2X10 @ 16" OC FL. JOISTS CEDAR SHINGLE SIDING TYVEK HOUSE WRAP 112" CDX PLYWD. SHEATHING 2X4 @ 16" OC STUD WALLS Q R- 15 BATT INSUL. 112" GYP. BD. @ INTERIOR i 3/4" HARDWOOD FLOORS 112" CDX PLYWD. SUBFLOOR 2X10 @ 16" OC FL. JOISTS R-30 BATT INSUL. 2X6 ACQ SILL PLATE BOLTED TO MASONRY / 112" DIA ANCHOR BOLTS TO CODE SILL SEALER TERMITE SHIELD 4 a d°. a 8" POUR. CONC. OR MASONRY BLOCK WALL d a . ON 16" X 8" CONT. POUR. CONC. FTG. ON UNDISTURBED SOIL MIN. 3'-0" BELOW GRADE e d a. A- 101 FOUNDATION & FLOOR PLANS, NOTES dd A- 102 ELEVATIONS d A- 103 SECTION 4 d a d W SECTIONS 4" SLAB @ CRAWLSPACE SCALE AS NOTED < d d d _ OF NE C~N✓ OCTOBER 11 , 2" Dy0,d N A 10 % �oAti� _95sRlf ressh ROFESSI P� SECTION 1 THROUGH NEW ADDITION _ _ 3 OF 3 / 2 " _ '� �` 0 " ' 0 . '� ' '� 7 permits draftingexpediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 631-294-4241 l