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HomeMy WebLinkAbout49569-Z �g11FfOl��, Town of Southold 9/21/2023 a P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44538 Date: 9/13/2023 S THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2425 Mill Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 51.-6-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/23/2020 pursuant to which Building Permit No. 49569 dated 8/11/2023 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: single family dwelling with unfinished basement,covered entry, deck and attached garage with storage above as applied for. 1 The certificate is issued to Toga,Andrew&Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0009 6/23/2022 ELECTRICAL CERTIFICATE NO. 45548 6/17/2022 PLUMBERS CERTIFICATION DATED 6/30/2022L P mbing t YAAu or ed i nature TOWN OF SOUTHOLD �osuFFot y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o��f' 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#: 49569 Date: 8/11/2023 Permission is hereby granted to: Toga, Andrew 2425 Mill Creek Dr Southold, NY 11971 To: Ready for CO Boxes - demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, Trustees, DEC, and SCHD approvals.(replaces BP45548) At premises located at: 2425 Mill Creek Dr SCTM #473889 Sec/Block/Lot# 51.-6-40 Pursuant to application dated 11/23/2020 and approved by the Building Inspector. To expire on 2/9/2025. Fees: PERMIT RENEWAL $907.80 Total: $907.80 Building Inspector L � TOWN OF SOUTHOLD �o�SaFFot,�o BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45548 Date: 12/7/2020 Permission is hereby granted to: Toga, Andrew 16 St George Glenn Dr Setauket, NY 11733 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, Trustees, DEC, and SCHD approvals. At premises located at: 2425 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 51.-6-40 Pursuant to application dated 11/24/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,765.60 CO-NEW DWELLING $50.00 Total: $1,815.60 Building Inspec TOWN OF SOUTHOLD o�gUFFQ(,�cQG 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#: 44158 Date: 9/12/2019 Permission is hereby granted to: Toga, Andrew & Linda 16 St George Glenn Dr Setauket, NY 11733 To: 200a underground electrical service. V D v� At premises located at: 2425 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 51.-6-40 Pursuant to application dated 9/12/2019 and approved by the Building Inspector. To expire on 3/13/2021. Fees: ELECTRIC $85.00 o $85.00 d Building 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. S. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 11- 19-Z-0 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 24&, Mit-L CR&r-tL ®F.t vE_ WEST' SOUT#ot_D House No. Street Hamlet Owner or Owners of Property: ANNUEW AN 6 Q t-t O A o 4.A Suffolk County Tax Map No 1000, Section OSI Block C'to Lot O qC) Subdivision N A Filed Map. Lot: KA Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_X (check one) Fee Submitted: $ y scant Signature so�TyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlin(-3-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUNN'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew Toga Address: 2425 Mill Creek Dr city:Southold st: NY zip: 11971 Building Permit#: 45548 Section: 51 Block: 6 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897ME 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 X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 25 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 22 Wall Fixtures 10 Smoke Detectors 8 Main Panel 200A NC Condenser 2 Single Recpt Recessed Fixtures 63 Heat Detectors 1 Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan 6 Carbo Detector 4 Transformer UC Lights 52' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect 3 Switches 70 4'LED Exit Fixtures 11 Pump Other Equipment: 12' Plug Mold, LED Mirror 4, Gas FP, Fridge, Double Oven, DW, Cooktop, Hood, Ice Maker 2 , Floor Heat 2, Mini Fridge, 200A 30 Circuit Panel/ 8 Used, 100A 42 Circuit Panel / Notes: 35 Used New Two Story w/ Unfinished Basement Inspector Signature: Date: June 17, 2022 S. Devlin-Cert Electrical Compliance Form tpF SOUIyQIo Town Hall Annex Telephone(631)765-1802 54375 Main Road co Fax(631)765-9502 P.O.Box 1179 G - Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: lam/ 30�2Z Building Permit No. �7 `Z Q Owner.-_& '4- Z t 11yi _ G>� (Please print) Plumber:L ' Yl' / 6"CAA1r\ flutvikll l� (Ple print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this . day of , 20 E)l BARBARA H.TANDY Notary Public,State Of New York No:OITA6086001 Qualified In Suffolk County Commission &plres 01/13/20 A1� Notary Public,!!�rFfVl/- County oe souryO� H ,5.> —7 * TOWN OF SOUTHOLD BUILDING DEPT. °`ycournr��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: Atmel hylv- sree- DATE " 2/ INSPECTOR S._ SOUIHp� 4s7Lf lb 2,4 25 MIPr creek. f # .TOWN OF SOUTHOLD BUILDING DEPT. p`y�uu►m��' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Q. -Twot 54ry C� f SMo, Lp 10 1 I-e,I l'." DATE Z ZZ INSPECTOR zi SOUTyoI !I coo C V votm l *&A%Atf 15ryl t AWS6 f OWN OF SOUTHOLD BUILDING DEPT. 765-1802 Vh P� - INSPECTION C� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. >a- [ ] FOUNDATION 2ND [ ]`°I . ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N J p [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 -fA ,J�l A-) W-F C ov 49 V & �Vykl - 07Ji� OJX2� (gAk 144-t (r) t mr, s jo-N- r. 1A Z& � I S RIA A-6 4 - L DATE o o�aa` INSPECTOR UFSOUIyO� f��� V IN M1// Ve e,ah7V # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: ef/co, DATE 411711 INSPECTOR Robert Barratt PE. 4295 Vanston, Road Cutchogue,NY 11935 12-24-19 To: Southold Town Building Department, Zoning Board and Trustee's Ref Foundation Inspection Location: Toga Residence 2425 Mill Creek Drive West Southold, NY 11971 Building Permit# 43318 SCTM# 1000-51-06-40 I Whom It May Concern: 4n December 23`d, 2019 Andrew Toga requested me to do an inspection of the basement in his residence located at the address above. During the inspection, moisture and the development of mold on the interior of the basement walls was noted. This is due to the failure of the exterior waterproofing over the years and was not noticed while the house was occupied and heated. The moisture in the block foundation has caused irreversible damage to the structural integrity of the foundation as the mortar joints are developing cracks from the moisture and the cold. It is my belief that building on this foundation would not be a good engineering practice. Therefore, i am recommending that the foundation at the Toga residence be demolished and a new foundation installed prior to commencing construction. OF NEVV Sincerely ��P�E o aq Yo�� Robert Barratt PE. 0 6b 'ES310 i I i Robert Barratt �c 4295 Vanslon, Road C.•utchogttc.NY 11935 08-31-20 To: Southold Town Building Department. 'Zoning Board and"Trustee's Ref. 1+ouridalion Inspection Locution: 7o<va Residence 2425 Mill Creek Drive West Southold,ItiY 1]971 Building Pcrmit P 43311 St'7'Mr'r' 1000-51-06-4U To Whom 1t Mav Concern= On December-14.2019, 1 performed an inspection of the foundation. located at the above address. Based on the information that 1 observed at that tiamc. 1 carne to the conclusion that was not€:d in the Letter to the Town of Southold date 12-24-19. After further testing and information provided to me i would like to rescind env letter_ Sincerely jw Robert Barrati>i<- �'�'("1,-Lr 0 S �(,•✓e.e�. .� GZ.-yam, �'Ze.7 -lLY h �y-t/ G1���-g� •^-•,.e...'r i 1 rC H- 1E -TTI +E L'N G I N E ER JNN 1C September 14, 2020 Town of Southold Building Department Main Road Southold, NY 11971 RE: Toga- 2425 Mill Creek Drive West SCTM#1000-51-06-40 I have inspected the existing foundation and certify to the best of my knowledge and experience that I find it in sound condition and adequate to support the proposed 2nd floor loads for the proposed project. P�p�f NEIy� y a ESStONP� BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FISCHETTIENGINEER ING.COM 63 1 -76'5-2954 1 725 H O B A R T ROAD S O U T H O L D , NEW YORK 1 1 97 1 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com May 5, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Re: Toga Residence-2425 Mill Creek Drive Dear Mr. Verity: I inspected the installation of the foundation walls and pad footings prior to back filling. I found the footings and foundation walls to be sized and reinforced with rebar in accordance with the plans.The walls and footings were properly poured with concrete.The exterior surfaces of the walls were also coated with a damp proofing material. To the best of my knowledge the foundation and footings were installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, �jo . don, P.E. �O �J'F 051684 pR�FESSIONQ�' Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengi neering.com September 23, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re:Toga Residence-2425 Mill Creek Drive, Southold -BP#45548 Dear Mr. Verity: I inspected the wall,floor,and roof framing in the building. Inspection found the framing to be installed in accordance with the approved plans and to be structurally sound.To the best of my knowledge the framing was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, y NES rO on on, E. 051684 �QOFESSION� . Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com September 23, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Toga Residence-2425 Mill Creek Drive, Southold - BP#45548 Dear Mr. Verity: I inspected the water supply and waste plumbing in the building. Inspection found the supply and waste plumbing to be filled with water and was free of any leakage and is properly installed. To the best of my knowledge the plumbing was-installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, J. c oo'' P ' �!<eo 051684 pVOffSSIONP�' . 4 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com September 23,2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re:Toga Residence-2425 Mill Creek Drive, Southold-BP#45548 Dear Mr.Verity: I inspected the wall,floor,and roof framing in the building. Inspection found the framing-to be installed in accordance with the approved plans and to be structurally sound.To the best of my knowledge the framing was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, - � NEW on on- w ' �® 05164 °��FI_Ss�o ��. Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condoneng i neeri ng.com October 10, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Toga Residence-2425 Mill Creek Drive, Southold -BP#45548 Dear Mr. Verity: I inspected the insulation installed in the building. Inspection found the insulation and sealing of all wall openings to be installed in accordance with the approved plans.To the best of my knowledge the insulation was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, ondon, P.E. Olt NEWrip .051684 FE 10 Home Energy Rating Certificate Property HERS 2425 Mill Creek Drive Rating Type: Confirmed Certified Energy Rater: Michael Fauci Toga Residence Rating Date: 2022-03-31 Rating Number: MCI 71 2425 Mill Creek Dr Registry ID: 731177474 Southold, NY 11971 r_______. Estimated Annual Energy Cost HERS Index: 51 Efficient Home Comparison: 49% Better Percent Use MMBtu Heating 44.5 $Cost Cost 38% General Information - Cooling 2.4 $138 5% Conditioned Area 3800 sq. ft. House Type Single-family detached Hot Water 8.9 $224 7% Conditioned Volume 32220 cubic ft. Foundation More than one type Lights/Appliances 27.9 $1380 46% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 4% Mechanical Systems Features Total 83.7 $3021 100% Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. ---- Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Crlterla — Cooling: Air conditioner, Electric, 16.5 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 123.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 103 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat NA Slab None Sealed Attic R-34.0 Exposed Floor R-30.0 Vaulted Ceiling R-34.0 Window Type U-Value:4(1.3;2ACH50) .300 Above Grade Walls R-24.0 Infiltration Rate 709 CFMFoundation Walls NA Method Blower dMichael FauciEnergy Testing Services Lights and Appliance Features _ 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Bohemia, NY, 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Propane 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 654 Clothes Dryer CEF 2.32 loo Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. m 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 2425 Mill Creek Drive City: Southold Builder Name: Toga Residence Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-03-31 Outdoors Temp During Test: 54 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating Sys1t?m Primary: Yes❑✓ No❑ Type: Furnace ✓v Boiler❑Heat Pumper Other[] 1 `2 Venlin�;Tvne . ' ; _;: '"Diai f S iv llaee- Sin llaee: CO. CO" E" tcien Fuel Tyne Circle T e Pascal orst.Case atural)•: Dist Case ati+raf Ratin :96.0 N❑PZ O❑ED N❑N[1MQS_0 NSA Pa. Pass O Fail❑_ PasslpFail❑ N/A PPM NIA PPM Yes ✓❑ Tom: Standard Tank atndirect Tankless❑ Size: 0.0 Style Common Vent WkterlYeater` Primary: No Instantaneous❑✓ Commercial (See Note5bel-v) (Gallons) ° Stand Alone ✓❑ s i : Ventine:Tdne,j. ` .. :Dia t; . S in llape; Spillage(Nattna!): "CO" . CO E tcien Fuel Tvpe (Circle Type)` (Pascal) (Worse Case)' (Gi'orse:Case). (Natural) . EF: 0.955 N❑P_Z O[JEJ—] N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ I Pass0Fail0 N/A PPM N/A PPM Owen- Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,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) s 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. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-04-20 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 2425 Mill Creek Drive City: Southold Builder Name: Toga Residence Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or hater heaters) Date of Test: 2022-03-31 Outdoors Temp During Test: 54 °F CAZDepressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Z Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System, Primary: Yes ✓1'No❑ Tvne: Furnace Q Boiler II Heat PumpQ Other n iz Ventine.Tvoe 3 Draft!.' S i11h a Sin llaee CO' CO E tcienc Fuel Tvne CircleT' )- Pascal orst Case atural (Worst Case atural iRating:96.0 NOPRIODE N[]\0Mp S_0 N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail[I NSA PPM NIA PPM Yes ❑✓ Type: Standard Tank aIndtreot Tankless ❑ Size: 0.0 Style Common Vent❑ Water Heater, . Primary; 4 No Il InstantaneousOCommercial (SeeNoteSbelow) (Gallons) Stand Alone Z✓ VentinSpillage(Natural) CO CO Fel Tvpe T E cin (CircleType) Pascal)': (Worse Case). .(Worse Case) (NbturalJ . EF: 0.95 NE]PDO[2Ef] N❑MOS ✓ N/A Pa. Pass❑✓ Fail❑ PassE[Fai1L] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal a Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,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. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S 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. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-04-20 8/15/22,9:39 AM Copy of Copy of IMG_5200.jpg • ���, � - , "�}.t 111 ` , !•. ? �y :r , . J i ti •�' \'t y i•; ' 4i.� .• My A;, ii . ' r�ty�, w�A'�.?: !'� .��r- '`i Awl i AUG 1 P 2022 L3UILDING DEP-,' ,_.. TOUT/n,I OF SOUTF, I �1 https://mail.google.com/mail/u/0/?tab=rm#inbox/FMfcgzGgPzDpwXFTRIsgXxJRjFkwZsvd?projector=1 1/2 A C ,� 5 • ` � ,., f . Ysl J � . ?U. jn cm 74 O rV } .. fi!K cl , , 4k 00 " N 7 - --- --�" 'R ., qaqE Pontino, Susan From: Brett Kehl <ssbn654@optonline.net> Sent: Sunday, July 10, 2022 8:39 AM To: Pontino, Susan Subject: Toga's shower Susan JUL 1 12027 Please show this picture to John. BUILDING DEPT. He needed to verify that the drain on Toga's outside shower went to a drywell. TO�,'/N OF SOUTH+ l r, Thank you Brett Kehl - ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ItL•. f 3 ' i 1 10:01 Southold All Photos December 1, 2021 4:06 PM 1, 7 F.717- 0-4 s . b .a.a y i EditIII r A ��` +w., _ •tom- ��_ ` J. 4_ } c , t .•f« ,,.lr, Gmail TOGA - Final Items for CO Patricia C. Moore Esq. <pcmoore@mooreattys.com> Sat, Aug 20, 2022 at 12:02 PM To: 'Dwyer, Nancy" <nancy.dwyer@town.southold.ny.us> Cc: Andrew & Linda Toga <andrew88000@gmail.com> Hi Nancy. Here are the two remaining items requested by John after his FINAL inspection. Please let me know if there is anything else you need, my clients are looking forward to receiving their CO. Pat PLEASE BE SURE TO COPY MY ASSISTANTS ,.etsy@mooreattys.com ,jaimie@mooreattys.com , kylee@mooreattys.corr. and malena@mooreattys.com PATRICIA C. MOORE 51020 MAIN ROAD SOUTHOLD NY 11971 TEL. 631-765-4330 FAX. 631-765-4643 ---------- Forwarded message --------- From: Andrew Toga <andrew88000@gmail.com> Date: Sat, Aug 20, 2022 at 11:44 AM Subject: TOGA- Final Items for CO To: pcmoore@mooreattys.com <pcmoore@mooreattys.com> 2 attachments TOGA_PressureValve Drain to Floor.jpg 3144K 1 TOGA_FIREDOOR SELFCLOSING.MOV 4547K '' I T) U T via p`rr• Z •r Lctj � Ilk 1 r �v f� r .,r,A y ( ,!Sfi `, r :.+ '1�'��tGC�� �vl�l�'T A.� ~ '�j�1 ;'',y�f� �y a�'���1��".ai�°`•`�1'' '� ��r �"Ir, o � I + S+ol 1CY .vim; k a .`�yf��,", •�• + �.� ��'�� b., •, a �r�. ��� � �`,� M1''11i��v:'�� � �.,. ..mat '� .�. .� '���Q��` � ; J; ,.ti� y�•�, " J6'i �,.. MD a YN �tw. ek•'.�c??��� 1!►���qjF` 1�,. . I 10 'e4 .. } tai• � " \... 7� ,s- 3 1, �' ., >s �` �. �,`, ), ,,;�� - Y_� 4 .- �'�.�- u K ri �" ��• ��� � i� � f - r_:__rte `[- ♦ i-�_Y� � ��"'�,.,x 1 1 C ;P- , n ^�• � Xti ''L:r_ a• _ 1�• _ •1`�y�'`mss`,�� .. fill �F .. - e/P .► �� `, n � 1 ,�. ..tib`+ `/.. ,1 t .A FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION 1ST FOUNDATION(2ND) ILp ROUGH FRAMING& PLUMBING � t I ^ INSULATION PER N.Y. v J STATE ENERGY CODE rV1 nl w a ade wa4w- FINAL. P S -cgs' s S lax ADDITIONAL CO NTS o I / a � /e Le, z m `7 Aftt,-/ �✓ f .�-w � z . � H . Q b H TOWN OF SOUTHOLID BUILDING PERMIT APPLICATION CHECKLIST BUILDING DZPARTBujgT TO�`dl``N HALL Do you have or need the following,before applying? S+OUTHOLIID,NY Zl 1971I. Board of Health TEL: (631)765-1902 4 sets of Building Plans FAX: (631)765_95502 Planning Board approval 5oaatholdtownany.gol, RMIT NO. Suryey Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 20 Flood Permit J� Single&Separate Truss Identification Form_ '"7 n) Storm-Water Assessment Force Approved / 20 V`C/ contact. Disapproved ale Mailto: I EIt WSI( 14 SOL 2(0�-TAsm(t4s L.II Expiration Phone: (Q�i-�f33-gyp 4 _0 i ding Inspec ��1._� A10 V 2 3 20,� APPLICATION FOR BUILDING F ERMT Date ^i o Ti LTC c l7�r r 20 IN� TICON,s a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on areas,and waterways. premises,relationship to adjoining premises or public streets or c.The work covered by this application may not be commenced before ce ofBuilding Permit. or inspection throughout the work Building Permit to the permit issuan d. Upon approval of this application,the Building Inspector will issue a applicant.Such a shall be kept on the premises available f e.No building shall be occupied or used in whole or in part f issues a Certificate of Occupancy. or an y purpose what so ever until the Building Inspector f.Every building permit shall expire if the work authorized has not commenced within 12 months aider the da issuance or has not been completed within I8 months from such date.Ifno zoning amendments or other regulations Property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension to of addition six months.Thereafter,a new permit shall be required. g Iattons affecting the APPLICATION IS of the permit for an HEREBY MADE to the Building Department for the issuance of a Buildin P Building Zone Ordinance ofthe Town of Southold,Suffolk County, Regulations,for the construction of buildings New York,and other applicable Laws,Ordinancesermit ro e applicant agrees to comply with all applicable laws,ordinances,building code,housin code ,additions,or alterations or for removal or demolition as herein described.The authorized inspectors on premises and in building for necessary g ,and regulations,and to admit inspections. (Signa of applicant or name,if a corporation) SA-TtC— A-S A-k&d.JE State whether applicant is owner,lessee (Nailcng address of applicant) Pp � gen �architect ens general eneral contractor,electrician,plumber or builder Name Of owner o�Prem�jse-s �/4qppm L�u t in A If lac nt's a corporation si (As on the tax roll or latest deed) gnature of duly authorized officer Phi�.tlzt?_ Mme and title of corporate officer) Builders License No, i). Plumbers License No. Electricians License No. Other Trade's License 1. Location of land on which proposed work will be done: 2s MILL e k)Z uL � House Number i�P_t Si Street County Tax Map No. 1000 Section O 1 Hamlet Block (� Lot 0 Subdivision N Filed Map No. ' Til A- Lot NPJ- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1S1 p(E 411 A, I iA(A FAM`t- J b. Intended use and occupancy ��s`D F�tl�� I I�o�e_ ��►M�l� 3. Nature of work(check which applicable):New Building A Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units N A- Number of dwelling units on each floor NA If garage, number of cars �(N 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N 4 7. Dimensions of existi g structures, if any:Front 3R S Rear 3 9 'S ` De th (O`I r I ' Height 3`/'-S s " Number of Stories Z P Dimensions of same structure with alterations or aditions: f=ront 35!,S Rear 39 ,-s-" Depth �y`-/" Height 31!`--ss� Number of Stories 2- 8. Dimensions of entire new construction:Front S?'-St' Rear 3g(S'" Depth & (I l/�( Height 3y-S,113 Number of Stories 9. Size of lot:Front 1DC/ Rear f/t7 q , Depth AJ9 /9(71 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES >( NO S06- VAj_'it§.74r_E 13.Will lot be re-graded?YES X NO ' Will excess fill be removed from premises?YES NO A )TNbP�S L/uhA lb ST CE EaP-1,F �t-E:Niv Qfl_ 14.Names of Owner of premises_ i��C �} Address sO TAu4 T N',( J733 Name of Architect Kc-at- p9.sE(,I.( A-S�oL Lam, Phone No. 61, -l Q3-� �$S"3 Addresshone No 631­(3J-706q Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO .;.IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAYBE REQUIRED, S�PP_P_M I­i-s b.Is this property within 300 feet of a tidal wetland? *YES >( NO IF YES,D.E.C.PERMITS MAYBE REQUIRED. SI=B pGe,Y1 or-- 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 X NO k IF YES,PROTIDE A COPY. ��D S STATE OF NEW YORK) SS: COUNTY OF_.S _T;2s-a- is. � being duly sworn,d (Name of individual signing contract)above named, � �5�(le is the applicant Notary Public,State of New le (S)He is the r-N No.01 BU6185050 Qualified in Suffolk county t] (Contractor.Oge orporate OfficeP, $ !� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ���day of rObtl�20. L� Notary Public a of applicant Michael J.Domino,President �nt Sol/ Town Hall Annex John M.Bredemeyer III,Vice-President ®� O� 54375 Route 25 ® P.O.Box 1179 Glenn Goldsmith41 Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams O yo Fax(631)765-0641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9470A Date of Receipt of Application: May 13, 2019 Applicant: Andrew & Linda Toga SCTM#: 1000-51-6-40 Project Location: 2425 Mill Creek Drive, Southold Date of Resolution/issuance: June 19, 2019 Date of Expiration: June 19, 2021 Reviewed by: Board of Trustees Project Description: Remove seven (7) oak trees at various locations across the subject property. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Suffolk Environmental Consulting, Inc., dated May 9, 2019, and stamped approved on June 19, 2019. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees ;g ��.° �;�4r :`+'s �; �t .A,, ¢ Ra .7" t :i, " z,. •' rti re ' BOARD':OF SOUTM`OLD TOWN_TRUSTEES ;: .. SOUTHOLD,NEW YORK 1; PERMIT NO.9393 DATE: .FEBRUARY 13,2019 ISSUED TO: AN. • ; DREW'&LINDA TOGA �• r PROPERTY ADDRESS:;2425.MILL CREEK DRIVE WEST;SOUTHOLD = x; SCTM#1000-51-6-40 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town.of Southold and in w� accordance with the Resolution of the Board of:Trustees adopted at the:mectingheld on February 13.2019,and , in consideration,of application,feej the.sum of 250.00 paid„by`A'ndrew;'& Linda•.Toga.and subject to'the Terms and Conditions as stated in the Resolution;the Southold Town Board of Trustees authorizes and permits, the following: t r Wetland ,Permit,to demolish"a 14.25'x231.,sunroom located at the southwestern corner of existing dwelling and reconstruct within the samefootprint of existing;constructa40'z65' =7sq.ft.)seco-ndsto*ryaddit.ion; prc!pose, 22.58'x26 :attached,garage onto landward sideing;a proposed 24'x14'(336sq.ft.)at grade deck on we side;of dwelling;,aY ;;•. proposed 6'x18'.(105sq.ft.)�covered porch on easterly side of dwelling; proposed 83sq ft:of steps and landings'off of dwelling;59.45sq.ft.ofwood steps;a proposed 30iiiA 2nd story 'balcop ;a proposed 21s .ft.cellar entrance;,a 21s A outdoor shower; abandon existin . cesspool and install a O.W.T.S.septic system landward_of.dwelling:with an 89 lines r.foot long a retaining wall set 22'landward ofthe wetland boundary, and.to tnstall`gutters46'leaders to drywel,s to contain roof runoff,and to accordance with Chapter 236 of the Town Code 1 Stormwater Management;with the condition that there 6e n'o clearing of,vegetation absent a new'permit,other than the removal of one large tree;and, depicted on the survey prepared by Lisa McQuilktn,Land Sgrvoyi,kig,last;dated My!i7,2018;andstamped apprgved;on. February 13—,'20119,-., • IN WITNESS WHEREOF the said Hoard of Trustees hereby causes its Co orate Seat to be,affixed ., and these presents to be'subscribed{by'a majority of the said Board as of the 13u'day of February,2019, � OgOFFfi f �Y f� „„>vxw•;,�s�s •n•, � rvmn�,e�„�ytiw-_: o�r,�m"a �c:,, , a�Csr^,�a : :�n;, h '.,r; TERMS AND CONDITIONS The Permittee Andrew&Linda Toga,residing at 2425 Mill Creek Drive West.Southold, New York,as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Pennittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ``�QF soUry Town Hall Annex A.Nicholas Krupski,Vice President �OV� O01 0 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples � � � Telephone(631) 765-1892 Fax(631) 765-6641 �yc�UNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1926C Date: June 22,2022 T"uS `,EY TIPS that ili8 dGi11011iIU21 of 14.25'x23' SUrirOUm iOCaieU at the southwestern comer Of existing dwelling and reconstruct within the same footprint of existing; construct a 40'x65' (2 036 67sq ft)second story addition;proposed 22.58'x26' attached age onto landward side of dwelling; a proposed 24'x14' (336sq ft)atrg ade_deck on westerly side of dwelling; a proposed 6'x18' (105sq ft)covered porch on easterly side of dwelling;proposed 83sq.ft. of steps and landings off of. dwelling; 59 45sq ft of wood steps,• a proposed 30sq ft 2nd story balcony a proposed 21sq ft cellar entrance; a 21sq-ft outdoor shower; abandon existing cesspool and install a O.W.T.S. septic system landward of dwelling with an 89 linear foot long retaining wall set 22' landward of the wetland boundary; and to install gutters to leaders to drywells to contain roof runoff,and in accordance with Chapter 236 of the Town Code—Stormwater Management,• with the condition that there be no clearing of vegetation absent a new permit,other than the removal of one large tree; At 2425 Mill Creek Drive West, Southold Suffolk County Tax Map#1000-51-6-40 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 24,2018 pursuant to which Trustees Wetland Permit#9393 Dated February 13,2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of a 14.25'x23' sunroom located at the southwestern corner of existing dwelling and reconstruct within the same footprint of existing;construct a 40'x65' (2 036 67sq ft) second storms addition; proposed 22.58'x26' attached garage onto landward side of dwelling; a proposed 24'x14' (336sq ft)at grade deck on westerly side of dwelling; a proposed 6'x18' (105sq_ft)covered porch on easterly side of dwelling,proposed 83sq ft of steps and landings off of dwelling 59 45sqft of wood steps; a proposed 30sq ft 2nd storybalcony-, a proposed 21sq.ft. cellar entrance,• a 21sq_ft outdoor shower-, abandon existing cesspool and install a O.W.T.S. septic system landward of dwelling with an 89 linear foot long retaining wall set 22' landward of the wetland boundary; and to install gutters to leaders to dnMells to contain roof runoff, and in accordance with Chapter 236 of the Town Code—Stormwater Management,• with the condition that there be.no clearing of vegetation absent a new permit,other than the removal of one large tree. The certificate is issued to Andrew&Linda Toga owners of the aforesaid property. 0 /#/,/ . 4 �y -Kh+e�f'izelf rr NEW YORK STATE DEPARTMENT OF.ENVIRONMENTAL CONSERVATION Facility DEC. ID 1-473840336 PERMIT= Under thenviron :enal:Conservation;Law. Permittee.;znd.Fgexlity:Informatipo Permit-Issued To., Fa�eility ANDREW TOGA TOGA PROPERTY 16-SAINT GEORGE.GLEN.DR_ 2425 M1LL CREEK DR WJSCTM 10.00;051-06- 40 AS'T:SETAUKET,NY 11733 $aUTHOLD,NY'11971 (51.6)�9$3-6853 Facility.ApplicationContact: SUFFOLX ENVIRONIYIENTAL CM8ULTIN0- INC. PO$.OX 2403 MPG EHAIVIPTQN;.NY,1.1932-20.03 (63 t)537-51'60 _ Facility Location: in.80UTHOLD in SUFFOW COUNTY V'yllage .:Southold Facility Principal Reference:Pointe NYTIV=E 71 f.953 ITS TM.N: X550883 Tatitude1: 04'490" Longitude_,`72°25-'02,4" Project:Locationc. 2425 M.1ll Creek Drive =:Watercourse. :Arshazi omoque_Pond Authorized..Activity: Install new sanitary system-with retaining waltAhd a drywell. All authorized activities.must be in strict canformance.witl .the attacliecl plans stamped NYSDEC:approved on June 28, 20:18: Note: The majority of the proposed project- §.landward of the topographic crest of.the bluff which is at or greater.than ten feet in elevation, as shown:.on the stiri+ey by Lisa McQu n, last revised January 26, 201.8. Therefore;the majority of the..project s.boyo0d-Article 25 (Tidal Vetlands):jurisdiction,and,in accordance with the current Tidal Wetlands Regulations(6NYCRRPart.661);iiti permit_is reyu4ed under the Tidal:Wetlands Act: Per Atathpri4a.0.u,s Tidal wetlands:-Under Article 25 Permit ID 1473.8-00336/00004 New Permit Effective b&&'0 29/20-18 Expiration Date: 6727/2023 Page 1 of 6 NEW YORK STATE.DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-.06336 NYSIDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL alt applicable regulations, and.Ali:conditions included as part of this permit. Permit,Administrator:,LAURA J $CQVAZZQ;Deputy Regional Permit Administrator Address: N`YSDEC Region 1 Headquarters SUNY�a,,Stony'BO Bele.R , Stony$roo NY 11.700 - 09 Authorized.Signature:. Date. Distribution,List SUEFQLT ENVIRONMENTAL CONSULTING INC Marine Habitat:Protection- LAURA ProtectionLAURA F':STAR Permit.Component s: NATURAL RESOUR BTIP RMIT CONDITIONS OENERAL CONDITIONS; APPLY TO ALL.AUTHORIZED:.PERMITS 'NQTIFICATION.OF OTHER PERIvIITTEE QBLIGATIONS NATURAL RESOURCEIO PERMIT CONDITIONS-Apply to the Following Permits:: TIDAL WETEANM I.. Post Permit Sign The permit,sign enclosedtwith:this permit.shall:be posted in a conspicuous location.on the worksite and.adequately protected from.the weather: 2. Notice of Commencement At least.48,hours prior to.commencement.of theproject, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifyingthat they are fully aware of and understand all terms and conditions of this.permit, Within 30 days of completion of project,.the bottom portion of the form.must.also be signed and returned,along with photographs of the,completed.work: 3. Concrete.Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 2 of 6 NE)V YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION Facility DEC ID 1-47387'0033.6 4. No Construction Debris in Wetland.or Adjacent Area Any,debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an.approved upland area for disposal. No debris is permitted*in wetlands and/orprotected.buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There.slidlfbe.no disturbance to vegetated tidal wetlands or'protected buffer areas,as.a result of the p 44i0oe$.'� b. Clean Pill Only All fill shall consist of c.-lean sand .gra :vej,or soil. asphalt, slag,,flyash, broken concrete or demolition debris). 7. Department Jurisdiction The department retains juti.sdiction...of all regulated lands where fill has been permitted. Placement of All sb4llnot,be,used to 4-1Wr the de portmenfs,Tidal Wetland jurisdictional area at the project site. The area remains ajpgulated area sub- J.ect to Tidal Wetland Land Use restrictions of 6NY'CnPart 661, S. WgOtAte All Disturbed.Areas The permi ttee shall:reyegetateall exposed faces and disturbed.areas .v erosion n*'Qr'*t the completion. date of this pprmi whichever comes topte prevent soil ero-i. prq)e0t. .q"l,._ or expiration t 0.. 1A$ta%Maintain Erosion Controls. Neces saq erosion oohftbii.e.,. straw bales,silt, fencing,etc.,are to be P.laced on the dofany disto6od.-.004.- IN downslope'.e ,ge sediment barrier is to be put in.place bef o the:woxmd occurs is.to,be maintained in good and fqnctional condition until thick vegetatyp cover is established. io.. Direct Runoff Away from Tidal Wetland and Buffer R and parking Areas shall. be Ar 6 orn tidal protected dii�ie6t runoff away from pm. to 11. Sanitary0 Systems above Groundwater S e pools)shall _0440y�system(b�of tank and leaching poo be located a.minimum of 2 feet above:-seasong.-high groundwater. 1z. Equipment,Material Stored Away0 fr in Crest pf`Bluff Tbe..'.st6k.4go,of construction.equip gneni and natetalsshalI be colfned to.uplano areas f uff-or hill: 13. Contain Exposed,Stockpiled I ll.di 0 areas where: tem or y exposed or Soils is A �s will be. aril stockpiled f6r longer than 48 hours shall,be contained by a contih-dousline..of staked haybales-/.silt curtains(or other NYSDFC approved,deviccs)plaq0d:on.thp sea-W4 4.--side between the fill and the wetland or protected buffer area. Tarps:are,4 -' supplement these:approved methods. 14. Maintain Erosion, Controls All erosion qoptrqJ,devices shall be maintained in good and functional condition until the projpahas been completed and the ardAIds bde'n.stabiiized. 15. State Not Liable for Damage The State.of New York shall in no case be liable for any,damage or injury to the structure or work herein authorized which may be,caused by or.result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue fiom any suchdamage, 3 of 6 whr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 14738-00336 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the-position of the structure or work herein authorized, or if, in the opinion of the _ Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,.fill,.excavation,or other. modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State,and to such extent,and.in such time,and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted,structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account:of any suchremoval.or alteration. 17. State May RequYre Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not.been completed,the applicant:shall;without expense to the State, and to such extent and in such time and manner as,the Department of Environmental Conservation may lawfully require,.remove all or any.portion of the uncompleted structure or fill and restore the site.to its. former condition. No claim shall be made againist di- State of New York on.account of any such removal or alteIr-at QU, 18. ConformanceWith Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent.as part of the permit application. Such approved plans:were.prepared by Joseph Fischetti,.PI..,last revised January 29,2018.and stamped N''YSDECappxoved ou June 28,ZU 18 19. Precautions Against.Contamination of Waters All necessary.precautions shall be taken:to preclude contamination of any wetland or waterway by suspended solids, "sediments, fuels, solvents, lubricants,.dpoxy.coatings;paints, concrete, leachate or any other environmentally deleterious materials associated with.the project. GENt'RAL CONDIT1" -Apply to ALJ .Auth.orized Permits: I. Facility Inspection by The Department The.permitted site or facility,,including relevant records, is subject to inspection at reasonable hours and.intervals by an.authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work.suspended pursuant to ECL 71- 0301 and SAPA:401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area.when requested by the:Departrnent. A copy of this permit,including all referenced.maps, drawings and.special conditions,must be available for inspection by the Department at all times atthe project site or facility. Failure to produce a copy of the permit upon request by a.Department "representative.is a violation of this permit. Page 4 of 6 �r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL,CONSERVATION -New' Facility DEC ID 14738,QW6 _2. Relationship of this Permit to Other Department Orders and*Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determinationpreviously issued by the Department or any of the terms,conditions.or requirements contained in such order or determination. 3. Applications For Permit Renewals,;Modifications qr Transfers The permittee must submit a separate written application to the Department.for permit renewal.;modification or.transfer of this permit. Such application must.include any forms or supplemental information the Department requires. Any renewal,mpdification or transfer granted:by the.Dr'partmen ,mdWa.l e,in writing. Submission.of applications for perms!renewal,modification,or transfer are'to.lie subnuttecl to: Regional Permit Admihistrato% NYSDEG Region l HeadquAAl rs.. ANY @ Stony 13rookJ50 Circle Rd Stony.Brook,NY1179Q:-3449 4.. Submis..sion,of Renewal.Application The permittee must s-abmit..a renewal application at leagt..30 days"before:permit.expiration for the-To I low.bv.permit,authorizations;TWA!Wetlands: 5. Permit Modifications,Suspensions and,Revocatons:>ay tbe:Department The Department reserves.the right to exercise all available authority to modify,suspend gr revoke th s.pernnit. The grounds:for,modificatiop;.suspension:or.revocationnclude. a. matenAlly.false or inaccurate statenc ents.,tn rhe permit application or supporting papers; b.:: failure bytlie:permittee to complywiih any terms or:conditions t f.tl e`perrri t` c. exceeding,the.scope of the project as iesgftd in.tl a.permit application; d. newly discovered material.information or a material,change.in..environmenta1.conditions,relevant technology or:applicable law or'regul, ns s nce.the:: ssuance.of:#11e:existing permit; e. noncompliance with previously issued permit-conditions, orders:gftkie.:commissioner,any provisions of the Environmental Conservation Law.or regulations;of the.Department related to the permitted activity. 6. Permit.Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should W submitted prior:to actual transfer of ownership, Page'5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID.1=4738-0.0336 NOTIFICATION OF OTHER PERMITTEE.OBLIGATIONS Item A:.Permittee Accepts Legal Responsibility and Agrees-to.lndemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold Harmless the Department of Environmental Conservation of the State.of New York,.its representatives,.employees, and agents("DEC")for all claims,suits,actions, and damages7 to the oxtent:attributable.to the pern�ittee's acts or omissions in.connection with the perxnittee's undertaking of activities in connection With,or operation and maintenance of,the facility:or facilities authorized by the.permit whether mi compliance.qr.not in compliance with the terms.and conditions of the permit. Tliis.'indemnification does not extend to any claims,suits,actions,.or damages to the extent,attri$utalile to:DEC's own*negligent or intentional'acts or omissions,or to anymsuits ..oratonmtlie DEC and arsing under Article 78.of the New York Civil Practice Laws and,Rules or:any,eitizen.suit or civil rights provision Under federal...orstate.laws. Item$: Permiittee's Contractors:to Comply with ftrmit The:permittee..is responsible far informing its independent contractors,employees,.agents and assigns of their responsibility to comply with this permit,including.all speciat:conditions while acting as the permittee's.agent with respect to the permitted activities,and.suchpersons.shall.be subject to the same sanctions for violations of the Environmental,Conservation Law as thoseprescribed for the permittee. Ytem C:Permittee Responsible for Obtainng`Other Required Permits The permittee is.resp.onsible-for obtaining any other. ermits.,a ro s,lands,easements and riP is-of P AP . way•that may be required to carry out the aetivitie that:.:aro:autharied by this permit, Itein.I�s No Rigbt:to Trespass or Interferewith Riparian-Rights= This,permit,does not convey to the permittee:any right to trespass,upon the lands or interfere with the riparian.rights of others.in order to perform..the:permitted work,nor does i.t authorize the impairment of anyrights,title,or interest in.real orpersonal.property held or vested.in.a:person not a party to the permit. Page 6 of 6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: January 30, 2020 TO: Brett Kehl (Toga) 265 Jasmine Lane Southold, NY 11971 Please take notice that your application dated January 3, 2020: For permit to: demolish the existing dwelling and construct a new single-family dwelling at: Location of property: 2425 Mill Creek Drive Southold NY County Tax Map No. 1000- Section 51 Block 6 Lot 40 IIs returned herewith and disapproved on the following grounds: IThe proposed construction on this nonconforming 20,899 sq ftlot (18,945.81 upland areal in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum rear yard setback of 50 feet. The survey notes a rear yard setback of 41.3 feet. JIA� Authorized Signat Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. "rr, 9 BOARD MEMBERS 0f S0 Southold Town Hall Leslie Kanes Weisman,Chairperson �� y0 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lennert,Jr. 0 • �o� 54375 Main Road(at Youngs Avenue) Nicholas Planamento liyCOW Southold,NY 11971 http://southoldtowimy.gov F� 1 7EEIED ZONING BOARD OF APPEALS eL(.d eTOWN OF SOUTHOLD AUG 2 Tel.(631)765-1809 •Fax(631)765-9064 Q, ��Q ��A Qxx1'2 S®u ®ld Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20, 2020 ZBA FILE: 7403 NAME OF APPLICANT: Andrew and Linda Toga PROPERTY LOCATION: 2425 Mill Creek Drive, Southold SCTM No. 1000-51-6-40 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 23, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 22, 2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the Coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The recommendation includes the requirement of a natural vegetated buffer to be established on the sloped areas in the south and west of the lot. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 25,307 sq. ft. parcel having 100 feet frontage along the southeast side of Mill Creek Drive West,Arshamomaque, Southold, and is improved with a one and one half story frame house with garage. The property measures 212.00 feet south of Mill Creek Drive West to Arshamomaque Pond, then runs westerly 117.44 feet, then runs 185.55 feet north to Mill Creek Drive West, and back 100.00 feet along Mill Creek Drive West all as shown on survey prepared by Lisa McQuilkin,L.S., last revised July 17,2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 30, 2020 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling; at 1) less than the code required minimum rear yard setback of 50 feet; located at: 2425 Mill Creek Drive, (Adj. to Arshamomaque Pond—Long Creek) Southold ,NY. SCTM No. 1000-51-6-40. Page 2, August 20, 2020 #7403, Toga SCTM No. 1000-51-6-40 RELIEF REQUESTED: The applicants request a variance to demolish the existing dwelling and to construct a new single-family dwelling on the subject property with a 41.3-foot setback from the rear property line adjacent to Arshamomaque Pond (Long Creek), where the code requires a minimum of 50 feet. The existing residence is set back 41.3 feet from the rear yard property line, and the applicants wish to maintain that same non-conforming setback for their proposed new residence which will be built on a new foundation. ADDITIONAL INFORMATION: This property was the subject of a prior variance application(ZBA File# 7219) heard on December 6, 2018 at which time the owner's representative gave testimony as to the nature of the variance request for additions and alteration, confirming that the existing dwelling had a rear yard setback of 38.9 feet at its closest point and that the proposed second story addition would be setback 41 feet from the rear property line, which the Board granted as applied for. The agent also stated that the proposed renovations would be supported by the existing foundation and that the goal was to preserve the existing structure. The applicant also proposed the instillation of an advanced IA septic system that has subsequently been approved by the Suffolk County Department of Health Services. During the December 6, 2018 hearing, and as stated in the ZBA determination dated December 20, 2018, the representative was advised that if the existing residence was demolished for any reason at all, they would have to return to this Board for further review. On January 9,2020 the Board received a written request from the applicant's agent for a de minimum determination from the approved variance because the existing concrete block foundation had been seriously damaged by water, mold had resulted, and that it was no longer structurally safe to build upon. As a result, the existing dwelling would have to be demolished,the existing foundation would have to be removed, and a new foundation would have to be installed to support a new dwelling. That request was denied in a letter dated January 29, 2020 based upon the fact that a demolition is not a minor alteration, and that once a structure is demolished, variance relief is extinguished. He was advised to return to the Building Department to obtain a new Notice of Disapproval if an area variance was required to rebuild. The Board received a new variance application with a Notice of Disapproval dated January 30, 2020 which requested relief for a 41.3-foot rear yard setback where the code requires a minimum of 50 feet During the August 6, 2020 hearing for this current application, the applicant's representative explained why the existing foundation had to be abandoned and the existing dwelling had to be demolished, and argued that the applicant could not build the new home he desired without variance relief, noting that the rear yard setback variance previously approved would be maintained. Although the Board acknowledged the slopes on the property and the additional challenges the building site presented, including the presence of wetlands and the building code requirements for distances among various utilities, several suggestions were still made by the Board as to how the applicant could build a new dwelling in conformity with the code,since he now had a"blank slate"to start with. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 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). No evidence has been submitted by the applicant that non-conforming rear yard setbacks from the creek are characteristic in this neighborhood. However,the Board notes that in its determination on the applicant's prior application (ZBA File # 7219) the Board determined the grant of the variance would not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. As noted above, the only difference between the relief sought in that application and the present one is that there, the applicant proposed only additions and alterations to the existing structure as opposed to a complete demolition. Page 3, August 20, 2020 #7403, Toga SCTM No. 1000-51-6-40 2. Town Law §267-b(3)(b)(2). Although the fact that the proposed action went from an "additions and alterations" to a "demolition' had little effect on the Board's finding under Town Law §267-b(3)(b)(1), the same cannot be said when analyzing the criteria under Town Law §267-b(3)(b)(2). Here, the fact that the proposed action went from an additions and alteration to a demolition has a significant impact on the Board's finding. Since the proposed action is a demolition the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The footprint of the existing non-conforming residence to be demolished is being proposed for the location of a new dwelling,which would subsequently require a rear yard setback variance to proceed with construction. However,because the existing residence is being demolished,there is no need for an area variance, since there is sufficient room on the site to construct a new residence in compliance with the current zoning laws by moving the proposed footprint an additional 9 feet farther from the rear property line. 3. Town Law V67-b(3)(b)(3). Consistent with its finding in the Board's determination in the applicant's previous application, the Board now also finds that the variance requested herein is mathematically substantial, representing 17.4%relief from the code. 4. Town Law 4267-b(3)(b)(4). The applicant failed to submit any evidence to suggest that a variance in this residential community will not have an adverse impact on the physical or environmental conditions in the neighborhood. However, the Board notes that in its previous determination it found that no evidence had been submitted to suggest that the grant of a variance would have an adverse impact on the physical or environmental conditions in the neighborhood. The fact that the currently proposed action went from additions and alterations to a demolition has little impact on this particular criteria. Moreover, the Board notes that although the LVW recommendation of CONSISTENCY as proposed with a non-conforming rear yard setback is "based upon the size, location, proposed construction and wetlands that'surround the lot on two sides," the proposed new construction can be resized, reconfigured and relocated in a footprint on the subject property that is conforming to the code and that will avoid potential adverse impacts to the creek or wetlands. 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 fact that the proposed action has changed from additions and alterations to a demolition only exasperates the finding that the hardship is self-created since a new structure can be located in a conforming location. 6. Town Law X267-b. As with the Board's finding with regard to Town Law §267-b(3)(b)(2)above,the fact that the proposed action went from additions and alterations to a demolition is a significant factor in the Board's finding and is why the Board now finds that grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the proposed new single family dwelling while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. In conducting the balancing test required by New York Town Law § 267-13, the fact that the proposed action has been changed from additions and alterations in the previous application to the current application for a demolition has a significant impact on the Board's determination.The Board's findings that; 1) the hardship is self-created, 2) the variance is substantial, 3) the benefit sought can be achieved by some other method and 4) the relief requested is not the minimum action necessary, outweighs the findings that granting of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties or that there will not be an adverse impact on the physical or environmental conditions of the neighborhood. The balancing of the factors under New York Town Law § 267-B therefore, weighs in favor of denial of the application. Page 4, August 20,2020 #7403,Toga SCTM No. 1000-51-6-40 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to DENY the variance as applied for, Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert, and Planamento(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2020 FDO HOL{;U: 1G GEOSCIENCE APPROXIMATE LOCATION �n �uoono1o,o RIL-10, 2017 of WELL HEAD ,000 0sD.o N SILTY SAND..0 OS LOCATABLE.ITARY SYSTEM � N PINE TJASE SAND. ' EL. 0.8 p51p0 pg g0Ot10 I WATER IN PALE BROWN t 4 p0, \0 0 tom°" I of G�OF �+o �,1j,+ SW FINE TO COARSE SAND. yt,DE it 4hlAE�T ti '+� EL-7.0 r g�V� WATER ENCOUNTERED VIVO,' 'All ° ti egg 56 9.4[L BELOW SURFACE kA III ° GUY+(v�� 0• OPROPOSED _ I I I I rff G �T WIRE 40 15. 0 TRENCH DRAIN yLOT COVERAGE CALCULATIONS: J— N0:1 1\ OTGrI' O� Dw WIDT �3 -- LOT AREA: 118,945.81• Sq.Ft. = 0.43 ACRES °f I g1. \\ PROPOSED FRAME DWELLING =2,030.12 8q.R. 1 1000 GALLON °4b WOOD DECK = 336.00 Sq.Ft. I I I y \ PROPANE TAN .i OIL 1 COVERED PORCH+STEP= 171.33 Sq.Ft. P I STEPS+LANDINGS = 83.00 Sq.Ft. IRETPAININGBDwALL �j/ DWELLING WOOD STEPS = 59.45 Sq.Ft. AS REQUIRED 1 I°/� / CELLAR ENTRANCE = 55.00 Sq.Ft. 1 (T.W. 11.5) r o PTH 1000-051.000.00-039.000 SHOWER - 21.00 Sq.Ft. LAND NOW OR FORMERLY •TOTAL AREAS =2.755.90 S9,Ft. GASLISNE 1 IO ° i PROPOSED MARILYN FUHRMANN *LOT COVERAGE = 14.54 ALONGWAIL MIN. C S RETAINING WALL AS REQUIRED ��'-/�-j�'aa �,p C) (T.W. I Nu.-2 (PROPOSED / .� HYDRO-ACTION G G SANITAARYNSYSTE� RECEIVED JAN400 I/A. .150ft. I19rL TO BE ABANDONED 0011L. 12 FEB 2 8 2020 PROPOSED 4fL APPROXH[ATB LOCATION / OF WELL HEAD e ' oA , D UTION BOL PROPOSED HYDRO-ACTION CONTROL PANEL AND g5 '" R� AIR PUMP ON 39"x30's0" WITH Bill 10/10 ME. Zoning Board Of Appeals 22.5 ±27.4 5.8 i �i /PROPOSED AM VENT EAT ' N FRAME 'PROPOSED BUILDING 18°ABOVE GRADB `�L_, ED r %m CHARCOAL FILTER. GARAGE PROPOSED 4.9=%(GF 13.7) _ ,55 DRIVEWAYNROOM �. 381 �. �, PROPOSED.;' Ill„1T4'i� M APPROXIMATE LOCATION lb� 1 /'SHOWER""”, I "I,'d •; h�I tg 7.a 'ITT.;'`4.00 23.4 of SANITARY srsrEel /.� I I PROPOSED %•j "PROPOSED. 'T ,�R ±921L I 1 CELLAR ENTRY7� L /" / COVERED PORCHo I PROP09ED L\, \ L_ // E•';O�i o II'II; STONE WALKDA tL00 lean / � t#3� &0x5.5 EIUSTHQG III' sxowER =14=0_ PROPOSED ' S NATES/ PWGROPO OD DECK'// 2'.'s- TORY jII" ° y ffi5lTPtG 'No.OTHER.SANITARY SYYSSTEMS - // *�DWELLING,; `�'.• -WELL HEAD__ .g;TBD1.160f1:,OF NELL.Ifi3AD. No 242b/ '"e - !/�(FF j%i DA W ST I�I I I 19� --14.0— 'L 25'/.Oi 1545 f/16.05 1 c cm C+'J ±41 I DN � G G�2 111��I ' �e'OEeINNEY OTE3�� N —l2 II EXLSTHVG EXIS7lNG I ,,WOODSTEPS—COMPOSITE No:4 ` _STEPS AND °191f,� —LANDINGSNol - NG:5 S -6002016 CALCULATED- 117.44 (120±—DEED) ARSHAMOMAQUE POND (LONG CREEK) — (UNDERWATER LAND) FLOATING METAL RAMPti WOOD DOCK 20.0x0.0 NOTES: 2.7:L2.3I y ' tDOCK D� S ±50.19 •PROPOSED SANITARY SYSTEM DESIGN, DRAINAGE DESIGN & RETAINING WALL DESIGN AS PER SIRE-PLAN 13Y JOSEPH FISCHEITi, P.E., DATED: DECEMBER 20, 2017. •EXISTING SANITARY SYSTEM IS TO BE PROPERLY ABANDONED. •EXISTING WBLL,LOCATION PROVIDED BY HOMEOWNER. •SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. •MARK—OUT,NOT DONE AT THIS TIME. SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND,UTILITIES OR STRUCTURES. SANITARY DESIGN: EXISTING CHIMNEY & SHOWER TO BE REMOVED IN THEIR ENTIRETY. (THREE BEDROOM SYSTEM) APPLICANT-OWNERS: DRAWING INFORMATION: (DESIGN AS PER JOSEPH FISCHETT[, P.E) •(1) HYDRO—ACTION AN400. - ANDREW E. TOGA & LINDA M. TOGA SCALE: 1"=30' DRAWN BY: R.K.H. *(I) 4'0"DIAMETER DISTRIBUTION :BOX. FILE No.: Q199-11 •(3) LEACHING GALLEYS N 4'0"DEEP. PROPERTY INFORMATION: DATE: JUNE 16, 2011 •(1) EXPANSION GALLEY. ' UPDATED: APRIL 12, 2017 "AilEA TO,DEED LINES: 20,899.08± Sq.FL=0.48± AC. ADDITIONAL MAPPING:SEPTEMBER 12,2017 B ELEVATII- IONS,'IN NAVD88 ADDITIONAL MAPPING:NOVEMBER 1, 2017 ������H G. c ' LISA McQUILKIN+ LAND SURVEYING ADDITIONAL MAPPING:DECEMBER 5, 2017 �' .'L� SURVEY OF ADDITIONAL MAPPING:JANUARY 26, 2018 w � 'r ADDITIONAL MAPPING: MAY 25, 2018 ,� T DESCRIBED PROPERTY ADDITIONAL MAPPING: MAY 31, 2018 It ,. 274,EAST MAIN STREET AT SOUTHOLD, TOWN OF SOUTHOLD, ADDI'T`IONAL MAPPING: JULY 17, 2018 k_ I EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK ADDITIONALMAPPING: FEBRUARY 21,2090 1� �%r`' t� yon' TEL: 631-277-3605 SCTM: i000-051.00-06.00-040.000 50� �ti FAX: 631-277-3906 16 �FbLAND SUS UNAUlUORlZED ALTERATION OR ADDITION TO TILLS SUM19 A YIOfATION Of S'ELTION 7203 OF 18E tiff YORK STAIR EDUCATION LAW COPES OP:IS SURF YAP NOT REARING THE LAND SURVEYORS INKED OR EMB03S8D SEAL ARE NOT CONSIDERED TO BE A TRUE VAAO COPY.DfBTANCES SHOWN FROM a ' PROPERTY IANES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN TRE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY 08 AGENCIES LISTED HEREON AND TO THE ASSIGNEES OF THE TENDING INSTITUTION.CERTBTCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2425 MILL CREEK DRIVE, SO 0' Il 1 ' I •fit RECEIV�G ST HOLE BY: �►�J�'�'yG McDONALD GEOSCIENCE [err C, APPROXIMATE LOCATION �t.'1 Opyopp DATE:(APRIL lU, 2017, l E6 [e I� ©20' ' OF WELL READ 0 0'p6'�O RLY •r+ 1p0�0 Pop A lU.D SM DROWN SILTY SAND. uiltflC� �o�Ird Of A,�p. a 'ti � &1 I_ - a1r--:fQ4-iQv4s -�ME :SANITARY SYSTEM � ru I3.0 NOT LOCATABLE, ! � SW _ROWN FINK TO 000 COARSE SAND. 05 0pt3 - L0.0OOR G ti o� IY 00 OM 11 ATER IN PALE BROWN i9 00 R. l.R I ♦% G�OY @�o�C' 119 SW INE TO COARSE SAND. d�Q� Nxmc1S 1 f �pVBtAENT �°j I� EL-7.0 �t1s Y ° WATER ENCOUNTERED 9.4It. BELOW SURFACE GUY-9��� OQ. `° OPROPOSED I ;y „ t+ WIRE - 40 Is. o Y TRENCH DRAIN N 10151 �O L LIN W DTIr1 Z LOT COVERAGE CALCULATIONS:O `t LOT AREA: ±18,945.81 Sq.Ft. = 0.43 ACRES °f I 9L�\ \\ PROPOSED '-I M FRAME DWELLING =2,030.12 Sq.Ft. R -1000 GALLON _ WOOD DECK = -336.00.-Sq.Ft.. PROPANE TAN oft t COVERED PORCH+STEP= 171.33' Sq.Ft. P.LINE I STEPS+LANDINGS 83.00 Sq.Ft. "'i �jRETIRIN NG WALL fI DWELLING WOOD STEPS; = 59,45 Sq.Ft. AS REQUIRED 1 WELL WATER CELLAR ENTRANCE = 55.00 Sq.Ft. p li ti 11(� 1!5) I y'� °° / 1000-051.00-06.01-032.000 SHOVER i = 21.00 Sq.Ft. u �/ LAND NOII OR FORMERLY .TOTAL_AREAS =2.755.90 Sq.Ft. --+ f PROPOSEDI TH DAVID k MARRYN FURRMANN .LOT COVE GE = 14.54% GAS LINE 10.0 i PROPOSED ALONG WALL MIN. G ( 4R• E 1 ` RETAINING WALL I FLA4 , I A ` . / I 10.0D IlJ 2Lt Lin (T•W.Q1115)D No:2 (PROPOSED IN G G -' E)WING� HYDRO-ACTION SANITARY SY EM 1 50ft.` d tilDft• TO BE ABANDONED eft: f "I4,` PROPOSED 411. ti APPROXOIATE LOCATION �+S DISTR UTION BOX. OF WELL BRAD o o m _ PROPOSED HYDRO-ACTION CONTROL PANEL AND 3 .6. v ryg- AIR PUMP ON 36"138'x8" WITH 6x8 10/10 WIRE. gm. rn PROPOSED ADR VENT E AT n O` N FRAME a UILDING 18" ABOVE GRADE PROPOSED = SHEn An I WITH CHARCOAL FILTER. 0 ENLARGED` PROPOSED 4,0 -H ti fLA� r'#ZB tib' 7-iGARAGE� DRIVEWAY -SUNROOM INo:31I DW (a 7(EY.GF 1'3.7)1 ° 5.7 PROPOSED IIIIIILIIIIII ti`1' APPROXIMATE LOCATION irtii�I I I I I I,I 1' 3.4 OF SANITARY SYSTEM ' `" 7.5 PROPOSED!%/ ,�ti - t22ft `�' PROPOSED /�o PROPOSED I CEIINI ENTRY( L /2ndSTORY� -,I STONE WALKWA t100tt B.ox5.5 /f AD ITION/j III III SHOWER �S i//, P 0PoS D ,, Ilia' 150ft. 4P,P.NOTRS- PROPOSED Z.///1 CO ERE0 PORCIII000 n �'LXISII�G 1 STORY:, — , —FylsrtNA. —syn ! � 4400D DECK � �+ OTg4R SANITARY 3Y0TE�F - - c- i �� TELL READ WITHIN 19Uft. OF WELLHEAD. DIPELLING�� - I / %/(Ex.FF 18 4-Ex.RG 20.2) �Bw W 14.25/v,��i N/10.05 w I I 0 15.45 1 Rm A M t41 \ DW LKG , Cr2 h I I I I 0 CHIMNEY `b.O/SEE 0 — — � � _x--10 1 11 \ EXISTING — +j \ �W0011 STEPS—COMPOSITE i _ — -4 No:4 Z _STEPS AND. rb. — _2____ !LANDINGS No - � NG:S S �0°20'i6''- °` CALCULATED— 117.44 N017 (1201-DEED) -ARSHAMOMAQUE POND -=_ (LONG CREEK) - (UNDERWATER LAND) - FLOATING METAL RAMP WOOD DOCK 2.7x12.3o18 ,• ' 20.0x8.0 I ' t46.DOCBS NOTES: t5 PROPOSED SANITARY SYSTEM DESIGN, DRAINAGE DESIGN & RETAINING WALL DESIGN AS PER SITE PLAN BY JOSEPH FISCHETTI, P.E., DATED: DECEMBER 20, 2017, -EXISTING SANITARY SYSTEM IS TO BE PROPERLY ABANDONED. -EXISTING WELL LOCATION PROVIDED BY HOMEOWNER. i e'SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. -MARK—OUT NOT DONE AT THIS TIME. SURVEYOR IS NOT RESPONSIBLE FOR SANITARY DESIGN: UNDERGROUND UTILITIES OR STRUCTURES. EXISTING CHIMNEY & SHOWER TO BE REMOVED IN THEIR EN'T'IRETY. (THREE BEDROOM SYSTEM). (DESIGN AS PER JOSEPH FISCHETTI, P.E) APPLICANT-OWNERS: DRAINING INFORMATION: .(1) HYDRO—ACTION AN400. ANDREA E. TOGA & LINDA M. TOGA SCALE: 1"=30' DRAWN BY: R:K.H. *(I) 4'01'DIAMETE9 DISTRIBUTION BOX. FILE No.: Q199-11 -(3) LEACHING GALLEYS -! 4'0"DEEP. PROPERTY INFORMATION: DATE: JUNE 16, 2011 -(1) EXPANSION GALLEY. UPDATED: APRIL 12, 2017 AREA TO DEED LINES: 20;899.081 Sq.Ft.=0.48± AC. ADDI'T'IONAL MAPPING:SEPTEMBER 12,2017 ELEVATIONS IN NAVD88 ADDITIONAL MAPPING:NOVEMBER 1, 2017 ��' ���H G. � 0LISA McQUILIUN ADDITIONAL MAPPING:DECEMBER 5, 2017 MQ' LAND SURVEYING + SURVEY OF ADDITIONAL MAPPING:JANUARY 26, 2018ADDITIONAL MAPPING: MAY 25, 2016 DESCRIBED PROPERTY ADDITIONAL MAPPING: MAY 31, 2018 ~'' ` 274-EAST MAIN STREET - AT SOUTHOLD, 'TOWN OF SOUTHOLD, ADDITIONAL MAPPING: JULY 17, 2018 EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK $ �,� TEL: 631-277-3605 SCTM: 1000-051.00-06.00-040.000 ��� 05021 �.� ,FAX: 631-277-3906 FQCAND 5�� UNAUTHORIZED ALTERATION OR ADDITION TU THIS SURVEY IS A VIOLATION OF SECTION 7908 OF TILE NEW YORK STATE Emma LTU.COPIES OF TKIS SURVEY NAP NOT BEARING THE LAND SURVEYORS.INKED OR EMBOSSED-SEAL ARE NOT CONSIDERED 70,0E A TRUE VAUD COPY.DISTANCES SHOWN FROM t PROPERTY LINES TO EXISTING 57RUMNES Alit FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO IODIDE IN THE ERECTION OF FENCES OR OTIIER STRUCTURES.CERTIFICATION INDICTED,HEREON SHAD.RUN ONLY TO THE PERSON FOR WHOM THE SURVEY L9 PNKPAREO AND ON HIS RLT(ALY,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT 011NERS. r 2425 MILL 'CREEK DRIVE, SOUTHOLD BOARD MEMBERS o��OF SOUT�oI Southold Town Hall � � 53095 Main Road •P.O.Box 1179 Leslie Kanes Weisman,Chairperson Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes i0 Town Annex/First Floor, Robert Lehnert,Jr. Old, 54375 Main Road(at Youngs Avenue) C0um Southold,NY,11971 Nicholas Planamento � - _ http://southoldtownny.gov ZONING BOARD OF APPEALS JAN 2 9 2020 TOWN OF SOUTHOLD January 29, 2020 Tel.(631)765-1809•Fax(631)765-9064:, Bruce Anderson Suffolk Environmental Consulting,Inc. P.O. Box 2003 Bridgehampton,NY 11932 Re: De Minimus Request Denied,File#7219 Toga,2425 Mill Creek Drive, Southold SCTM No. 1000-51-6-40 Dear Mr. Anderson; We are in receipt of your correspondence dated January 9, 2020 requesting a de minimus approval for a full demolition of the above referenced single family dwelling,together with the existing foundation. In your letter you explain that after receiving a variance in December of 2018, for alterations and additions to the dwelling, water damage had occurred during the fall of 2019, after the house was drained of water and heat was shut off. You further explain that water had seeped through the concrete block foundation causing mold problems and structural deterioration, all of which would require the replacement of the foundation and demolition of the dwelling. We reviewed your letter and the Zoning Board of Appeals determinations No. 7219, dated December 20,2018. The applicant was granted relief for less than the code required rear yard setback for additions and alteration to an existing single family dwelling and expansion of the attached frame garage. Accordingly,no demolition of the entire structure was proposed or anticipated. Moreover, a demolition and rebuild of an entire structure is not considered an alteration. It is the Building Department's assessment that once a structure is demolished,the corresponding certificate of occupancy will be extinguished and a notice of disapproval may issue if area variances are required to rebuild. This decision is consistent with other determinations we have issued to applicants having identical circumstances, and,therefore,we concur with the Building Department's decision. As a result,the proposed change is not de minimus in nature. Should you wish to pursue the rebuilding of a ge,you will need variance relief with a new application and a public single family dwelling and attached gara hearing. Please contact our office for any additional questions or concerns. Si elf s ie Kane Weisma Chairperson cc: Michael Verity, Building Department ti Suffolk Environmental Consulting, Inc. Newman Village Suite E • 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 RECEIVED Bruce Anderson,M.S.,President HAND DELIVERED JAN 02020 'car Ji ` 2020 Southold Town Zoning Board of Appeals P. O. Box 2003 Southold, NY 11932 Re. Toga (ZBA Decision#7219) Situate: 2425 Mill Creek Drive,Southold SCTM# 1000-51-6-40 Dear Members of the Board, On December 24,'2018,Andrew and Linda Toga obtained a zoning variance from your Board authorizing the construction of various additions and alterations to their residence including the removal or demolition of the sunroom and outdoor shower, expanding the size of the garage and adding a second floor.The variance provided for a 38.9-foot rear yard setback where 50-feet is required. The project has been the subject to other permit approvals including the Suffolk County Department of Health Services. Last fall, in anticipation of the construction start,the water was drained from all lines, and the heat shut off in the house. In the course of 3 to 4 months,water seeped through the concrete block foundation causing a mold problem and structural deterioration of the block foundation. Accordingly,the foundation must be replaced, and in order to do so,the dwelling must be demolished. Attached herewith please find correspondence from Robert Barrett, P.E. dated December 24, 2019 recommending the demolition of the residence and construction of a new foundation. Request is hereby made for a de minimis approval of the project recognizing the demolition of the entire structure now required as a result of the deteriorated foundation.The footprint as approved by your board would remain unchanged. Thank you for your understanding and consideration of this de minimis request. ours truly, Bruce A.Anderson Cc. A.Toga Suffolk Environmental Consulting, Inc. Newman Village e Suite E m 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 m f 631.537.5291 Bruce Anderson,M.S.,President September 16, 2020 Michael Verity, Chief Building Inspector '�`'i 'n r Town of Southold r �I- 't� ( j i P.O. Box 1179t. `l Southold, NY 11971 Ulu S E P 2 1 2020 RE: TOGA Property , T,� ,_�.;. �, d2';'77.Y 7"'__r 'r,.' ..,. f,o Situate: 2425 Mill Creek Drive •Southold, NY 11971 ,,, ,..., , ._ SCTM#: 1000—051—06—040 Dear Mr.Verity, This is to follow-up on our telephone conference of September 11, 2020. By way of background, please take notice of the following: On May 25, 2017,this Firm filed a Building Permit Application with your Department on behalf of -Andrew and Linda Toga seeking authorization for the construction of various additions and alterations to their residence at 2425 Mill Creek Dr. In response,this Firm received a Notice of Disapproval dated August 1, 2018 drafted by Damon Rallis last amended August 1, 2018 causing us to file for a zoning variance from the Southold Zoning Board of Appeals("ZBA"). I attached a copy of the 8/1/2018 Notice of Disapproval. Application was made to the ZBA and on December 24, 2018, ZBA granted the requested variance authorizing the construction of various additions and alterations to the residence as per plans prepared by Robert Barratt dated May 18, 2018. 1 attached a copy of Decision#7219 of the ZBA dated 12/24/2018. Thereafter, Robert Barratt, P. E. prepared a memorandum dated December 24, 2019 recommending the demolition of the residence so that a new foundation could be constructed. The December 24th Barratt memorandum caused us to file for a second variance seeking to replace the entirety of the structure.That variance application was denied by the ZBA. Mr. and Mrs.Toga, sought a second opinion relating to the structural integrity of the foundation from Joseph Fischetti, PE. Mr. Fischetti performed inspection of the foundation and found the foundation to be in sound condition and reached out to Robert Barratt relating his findings. In response, Mr. Barratt, rescinded his previous 12/24/2019 memorandum by memorandum to the Southold Town Building Department,Zoning Board and Trustees dated August 31, 2020. 1 attach a copy of the 8/31/2020 memorandum of Barratt. Subsequently, Mr. Fischetti prepared a memorandum to you dated September 14, 2020 certifying the sound condition of the foundation and its adequacy to support the proposed second floor loads for the proposed project. I attach the original 9/14/2020 Fischetti memorandum. t. By way of this correspondence and consistent with our conversations of September 11, 2020, 1 seek your concurrence that a Building Permit may issue based upon the building plans prepared by Robert Barratt dated May 18, 2018 filed with the Building Department and approved by the ZBA on December 14, 2018. Thank you in advance for your understanding and cooperation in this matter. Yours truly, Bruce A.Anderson Cc. A.Toga J. Fischetti B. Kehl FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 31, 2017 RENEWED &AMENDED: May 16, 2018 AMENDED: August 1, 2018 TO: Suffolk Environmental Consulting (Toga) PO Box 2003 Bridgehampton, NY 11932-2003 Please take notice that your application dated May 25,2017 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 2425 Mill Creek Drive, Southold County Tax Map No. 1000—Section 51 Block 6 Lot 40 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 20,899 square foot parcel in the Residential R-40 District is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,000 square feet in total size, a minimum rear yard setback of 50 feet. The proposed construction notes a rear yard setback of 41 feet at its closest point. This Notice of Disapproval was amended on May 16,2018 and on August 1, 2018 to correct errors. Authorize Si ature Cc: File, ZBA BOARD MEMBERS rjF S0 Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes en ac Town Annex/First Floor, Robert Lehnert,Jr. p Pr 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU l\% Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD Q (� Tel.(631)765-1809•Fax(631)765-9064 'y I DEC 2 4 20161 ,,�� FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 20,2018 SO hold Town Clerk ZBA FILE: 7219 NAME OF APPLICANT: Andrew and Linda Toga PROPERTY LOCATION: 2425 Mill Creek Drive,Southold SCTM No. 1000-51-6-40 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 II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 23, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LAMP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 26, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted,as well as the records available, it is the Coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The Coordinator further recommended that this Board verify that the relocated outdoor shower be connected to a drywell. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 25,307 sq.f4. parcel having 100 feet frontage along the southeast side of Mill Creek Drive West,Arshamomaque,Southold,and is improved with a one and one half story frame house with garage. The property measures 212 feet south of Mill Creek Drive West to Arshamomaque Pond,then runs westerly 117.44 feet,then runs 185.55 feet north to Mill Creek Drive West,and back 100 feet along Mill Creek Drive West all as shown on survey prepared by Lisa McQuilkin,L.S.,last revised July 17,2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 16,2018,Amended August 1,2018,Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling,at; 1)located less than the code required minimum rear yard setback of 50 feet; at: 2425 Mill Creek Drive, (Adj. to Arshamomaque Pond) Southold,NY.SCTM#1000-5 1-6-40. RELIEF REOUESTED: The applicants request a variance to complete additions and alterations to their residence by removing the existing sunroom and outdoor shower, expanding the size of the garage, and adding a second floor. The existing residence currently measures 38.9 feet from the rear yard property line at its closest point,and Page 2,December 20,2018 #7219,Toga SCTM No. 1000-51-6-40 the applicants wish to construct a second story addition that will measure 41 feet from the rear property line where no less 50 feet is required;therefore,variance relief is sought for the rear yard setback. ADDITIONAL INFORMATION: The owner's representative gave testimony as to the nature of the variance request and stated that the proposed renovations would be built with the addition of an advanced septic system that is currently in the SCDHS Board of Review for approval. The representative also acknowledged that if the existing residence was demolished for any reason at all,they would have to return to this board for further review. As a comparable,the applicants' representative submitted a prior variance granted for a neighboring property to legalize an as built deck addition measuring less than 50 feet from the rear property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 6,2018 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)(O. Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations will be either landward of the existing residence,or within the current building footprint. Furthermore,the second floor addition does not further encroach into the rear yard than the existing dwelling. 2. Town Law 5267-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 footprint of the residence is being used for the proposed construction,which would need an rear yard setback variance to proceed. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 20.5% relief from the code. However,due to the existence of the current residence,the proposed additions and alterations are not going to change the current setback. 4. Town Law 5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the recommendations of the LWRP,as noted on their November 26,2018 Memorandum. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the proposed additions and alterations for a second floor and an expanded garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member,and duly carried,to GRANT the variance as applied for,and shown on the survey prepared by Lisa McQuilkin, Land Surveyor, last revised July 17,2018,and plans prepared by Robert O. Barratt, L.P.E. of Kehl Design Associates dated May 18, 2018. Page 3,December 20,2018 #7219,Toga SCTM No. 1000-51-6-40 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Building Department to verify that the outdoor shower is connected to a drywell as per recommendations of the LWRP Coordinator. 2. The applicant shall install an alternative waste water treatment system as approved by the Suffolk County Department of Health. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met;and failure to comply therewith will 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1)year terms. Vote of the Board: Ayes:Members Dantes(Vice Chair),Acampora,Planamento and Lehnert. This Resolution was duly adopted(4-0),(Chairperson Weisman absent) cce—J Eric L. Dantes, Vice Chair Approved for filing I Z-/ 2-( /2018 r- PATRICIA C. MOORS Attorney at Law SEP3 0 2022 r 51020 Main Road Southold,New York 11971 E.. rLuI TO .. _ Tel: (631) 765-4330 Fax: (631) 765-4643 September 29,2022 By Hand Nancy Dwyer, Building Inspector Southold Town Building Department Town Hall Annex, 54375 Main Road, Southold,NY 11971 Re Owner: Andrew&Linda Toga Premises: 2425 Mill Creek Drive, Southold Certificate of Occupancy Pending Dear Nancy: In 2018, the Togas submitted to the Building Department architectural plans prepared by Robert O. Barratt,LPE of Kehl Design Associates dated 5/18/2018. Based on these construction plans, a Notice of Disapproval was issued. The Togas then submitted these same plans to the ZBA seeking a variance. The ZBA referenced these construction plans in its 12/20/2018 decision granting the variance that was requested by the Togas. The house constructed conforms to these plans. I reviewed the decisions and transcripts of the ZBA hearings for the above property. The decision from the first hearing on 12/6/2018 (Appeal#7219)reviews and relies on the 5/18/2018 construction plans. The architectural drawings show the existing foundation would be retained subject to modifications for the new construction and that a new foundation would be built where the sun room had been. They show where the walls of the first floor were to be reconstructed. They also show that the porch and garage were being demolished, requiring the construction of a new foundation under the porch, a new slab under the garage and new walls. At the hearing there was little discussion of the plans but,there was recognition that substantial construction would occur. The variance that was granted by the ZBA specifically references the plans. After the variance was granted, it became clear that the foundation had been compromised so the Togas submitted a new ZBA application seeking permission to remove the existing foundation and replace it. The Togas did not ask for any additional relief. At the second ZBA hearing held on 8/6/2020,there was discussion suggesting that removal and replacement of the old foundation would be deemed"demolition and new construction". The Zoning Board denied the request to remove and replace the foundation in the same location. 4 1 The Togas then proceeded to construct the planned residence based upon the previously approved variance,taking additional steps to reinforce the existing foundation so as to comply with current building code. The original foundation remained in place. I have attached the transcripts for your convenience and highlighted the minimal discussion of the construction plans. It is my position that the house footprint, foundation and other aspects of the construction as they currently exist were built in accordance with the approved plans. The building permit issued to the Togas was issued on December 7,2020 and explicitly states that the permit was "To: demolish an existing single-family dwelling and construct a new single-family dwelling as applied for per ZBA, Trustees, DEC, and SCHD approvals."As I believe that all items requested by the Building Department in conjunction with the final CO inspection conducted by your office on 6/1/2022 have now been provided,I ask that the CO be issued to the Togas without further delay. 7tru yours, icia C. Moore PCM/bp Encls. August 20,2020 Special Meeting MEMBER LEHNERT:Why don't we stay on-the agenda. MEMBER PLANAMENTO :Well no,the only thing is with Grandview CHAIRPERSON WEISMAN : I do want to let them know hold on a minute. Let me look at.,' attendees I can see who's here now. I think with regard to Grandview we don't have a draft prepared. I was hoping we would get that done by today so what I think I just don't want if that's all the person who is here for that decision is waiting for you're welcome to stay for the meeting but we will put that on in two weeks at the Regular Meeting on September 3rd, that would be the first item of business.We will have a draft finalized by then.We had an enormous number of drafts this time because as everybody knows we doubled up almost on the number of hearings that we held in order to play catch up because people had been waiting for so long 1 because of the, COVID shutdown. So with apologies we don't have a draft for that. Now I'm going to look at Andrew and Linda Toga # 7403. That's number three on the agenda so everyone just pull your draft on that one please. This application is for a demolition that was previously an addition and alteration that was approved by this Board,and I think maybe I'd like to read some of this aloud what do you say Rob,yes? MEMBER LEHNERT:Yea please. CHAIRPERSON WEISMAN :This is a request for variance to demolish existing dwelling, construct a new single family dwelling with a 41.3 foot setback from the rear property line adjacent to Arshamomaque Pond which is Long Creek where the code requires 50 feet minimum. Existing residence is setback 41.3 feet from the rear,property line.The applicants wish to maintain that same non-conforming setback but let me read this additional information. This property was a subject of a prior variance December 6, 2018 at which time the owners representative gave testimony as to the nature of the variance request for additions and alterations confirming that the existing dwelling had a rear yard setback of 38.9 feet at its closest point and that the proposed second story addition would be set back 41 feet from the rear property line. The Board granted this as applied for, the agent stated the• proposed renovation would be supported by the existing foundation that the goal was to preserve the existing structure. The applicant also proposed installation of a an advance IA system that has now been approved by Suffolk County Department of Health. During the December 6th hearing it was stated that the ZBA determination in that determination from 2018 that the representative was advised both at the hearing and in writing in the decision that should a demolition for any reason take place they would have to return to this Board for further review which they did. On January 91h the Board received a request prior to this recent hearing for a deminimus determination and the agent was informed that a demolition is never according to the Building Department or the Zoning Board whether you keep the same setbacks are not a deminimus and then in fact the 7 August 20,2020 Special Meeting variance relief when a demolition takes place is extinguished so they reapplied. The foundation is really damaged, it will have to be abandoned and so basically they're starting with a clean slate for a new house. So what's important here is that while in the first determination we indicated there was no impact on the character of the neighborhood,that had to do with a pre- existing non-conforming conditions and that fact that this was a second story addition primarily but now the difference is is that the relief sought and the present one is the applicant is proposing a complete demolition and the fact that the proposed action went from additions and alterations to a demolition has very little to do with Town Law 11; those findings the same cannot be said when analyzing this under town law so in other words the character of the neighborhood is not really dramatically the issue but the analysis of Town Law II is quite different. Here the fact that the proposed action went from an addition to a demolition has a significant impact of the Board's finding. Since the proposed action is a demo the benefit sought can be achieved by some method feasible for the applicant to pursue other than an area variance because the footprint of the existing non-conforming residence to be demolished is being proposed for the location of a new dwelling which could subsequently require rear yard setback to proceed with construction but because the existing residence is now demolished there is no need for an area variance since there is sufficient room on the site to construct a new residence in compliance with the current zoning laws by moving the proposed footprint and additional 9 foot back from the rear property line. There's much more information in this draft. I don't believe unless any other Board Member feels the need to discuss it further. We've all had a chance to read it. If there's anything else that you would like anyone else listening,in to hear please feel free any of you to make reference to any of the other town laws. Okay so then I'm going to go right to the end, in conducting the balancing test required by New York Town Law 267B,the fact the proposed action has been changed from additions and alterations in the previous application to the current application for demolition has a significant impact on the Board's determination the Board finds that 1. The hardship has been self-created, 2. The variance is substantial, 3. The benefit sought can be achieved by some method other than a variance for the relief requested is not the minimum action necessary and that these finding outweigh the granting of the variance it will not produce these findings outweigh the fact that in Town Law I the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties or that there will be an adverse impact on the physical prenvironmental conditions. Therefore in applying the balancing effect is under New York Town Law 267-B it weighs in favor of a denial of the application so what is before the Board is a proposed resolution to deny the variance as applied for. Any other comment, questions,suggestions? Is there a second to that motion? MEMBER DANTES :Second. CHAIRPERSON WEISMAN : Seconded by Member Dantes. Kim would you call the roll please. December 6, 2018 Regular Meeting screened. It could be so that it would lessen, the newer units tend to have a fairly low decibel range in terms of their output. Probably be forty to fifty db's at the borderline. MEMBER DANTES : Here's what I'd like to do, you guys can go back to the Building Department and see if there's any changes you can make where they'll say that it's not a dwelling and this whole thing just goes away. If there are no acceptable changes give us a letter saying what the changes they wanted and what's not acceptable and then we'll make a decision. MIKE KIMACK : I think we can convince the Building Department that there might have been an oversight in terms of the language that they used because it was never a dwelling to being with. MEMBER DANTES : You're not the only application coming in front of us, there's more coming and it's something we're going to have to make a decision on. We just need more information on which to make it. MIKE KIMACK : Okay I'll do that. Are you going to adjourn to the Special and we'll get that information up to you. MEMBER DANTES : Motion to adjourn the application to the Special Meeting in two weeks. MEMBER ACAMPORA : Second. MEMBER DANTES :All in favor? MEMBER LEHNERT: Aye. MEMBER PLANAMENTO : Aye. MEMBER ACAMPORA :Aye. MEMBER DANTES : Aye. (See Minutes for Resolution) .-HE RA ING-#7219.—_ANDRE-W-and-LINDA TOGA ? MEMBER DANTES : The next application is Andrew and Linda Toga #7219. Request for a variance from Article XXIII Section 280-124 and the Building Inspector's May 16, 2018 Amended August 1, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling at 1) located less than the code required minimum rear yard setback of 50 feet at 2425 Mill Creek Drive (adj. to Arshamomaque Pont) in Southold. Is there anyone here to represent the application? 47 December 6, 2018 Regular Meeting BRUCE ANDERSON : Bruce Anderson for the applicants Linda and Andrew Toga. Mr. and Mrs. Toga intend to are proposing to demolish a sun room that's in the front of the building facing the water which was installed as a kit back in the sixties and enlarged their home there that space is 14.25 by 23 feet and they wish to construct a second floor addition over that space and over the one story building. They wish to expand the garage and propose an at grade wood deck to the west of the premises. The property is improved by the one story 39 by 38 house inclusive of this full enclosed sun room which is a patio with a glass structure that sits on top. The applicant will also abandon the existing cesspool and they would install an alternative septic system behind the building towards the road. This is a waterfront lot and when you look at the survey the water is of course where the dock is on the southerly part but also it bends around to the west so we have water on two sides of this house. It is in an R40 zone but it contains 18,945 sq. ft. which makes the lot pre-existing non-conforming dwelling. So the Building Department applies the regulations set forth in 280-124 relating to non-conforming lots and a lot that is between of this size the minimum rear yard setback is supposed to be 50 feet. However the existing house today is 41 feet back from the rear lot line and there is no encroachment towards that rear lot line. We're simply going up in that location. The neighborhood consists of one story and two story homes of similar size and in some cases there are detached garages and in other cases the garages are attached as this case. We also know that directly adjacent to the property was a property owned by Joe and Dottie Aureck and they came before this Board in 2003 requesting a variance, I'm going to hand that variance up and for the record these are the neighbors directly adjacent to the subject premises and the variance decision there's a couple of interesting point which is that it recognizes the condition of the neighborhood for many of these pre-existing non-conforming conditions. In that case they were trying to legalize a deck that was a 16 foot deck that was built 19 feet from the rear property line noting that house was already at 35 feet from the rear property line the southerly property line adjacent to the water. So this property is actually set back further than the adjacent property to the west. So we believe it's our position the variance that we request should be granted because there would be no impact to the character to the neighborhood because the encroachment there is no encroachment towards the rear yard. The fact that a second story would be added to the dwelling does not impact the neighborhood because the rear yard is actually the water so there is no adjacent property owner to the rear yard to be impacted. A benefit cannot be achieved by any other method other than a variance because a rear yard setback has already been established by the existing dwelling and the goal here is not to knock down the dwelling but to utilize the dwelling that already exists on the property. We believe the variance is not substantial in relationship to the pre-existing setbacks. The variance relief we calculated 18%of the requirement and that the granting of a variance will not have an adverse effect on the physical or environmental conditions of the neighborhood because we've employed all the best management practices in the redevelopment of this property and those 4$ December 6, 2018 Regular Meeting would include the abandonment of a cesspool and the installation of the alternative system which is located between the house and the rear. We show drywells and full runoff control and will comply with the town's runoff and storm water management guidelines. We will control any erosion impacts by employment of At fences and hay bales and the like. We do not require any fill to be brought on the property although there will be some grading relating to the project. I know that the project has been deemed consistent with the town's LWRP and you have a memo in your file to that effect and the hardship of course is not self-created because the house is already non-conforming with respect to its location relevant to the rear yard. Therefore it's our contention that the applicant if the variance is granted would outweigh any detriment to the public health, safety and welfare to the neighborhood and community in which it lies. Our benefit obviously is we would enjoy the benefit of a redeveloped property which would include a second story and an expanded garage and we submit there are no detriments to the surrounding neighborhood or to the neighborhood that surrounds the property. That is sort of the nuts and bolts of this application. We believe for those reasons the variance should be granted and of course I'm here to answer any questions you may have. MEMBER DANTES : Do you need to apply to the Trustees? BRUCE ANDERSON : We tried to but we're unable to, we must come here first and upon I will say this, in one of the variances we've done we've been placed on very tight time frames so if the Board is to grant the variance I want you to understand that we're probably nine months away from applying for a building permit and that is because after leaving here we have to go to the Trustees and if we get passed the Trustees project we're under the Health Department where we need Board of Review approval and the reason for that is that the septic system is less than a hundred feet from surface waters and that process is going to take us five to six months. So if you add all that up we would be applying for a building permit approximately nine months from now. So please take note of that. MEMBER DANTES : Why can't you just put the septic system on the other side of the property? BRUCE ANDERSON : It has to go between the house and the road for access. MEMBER DANTES : Oh I thought you said the rear yard sorry. BRUCE ANDERSON : No the septic can't go anywhere but where it can and there's just no other way to do it actually. MEMBER DANTES : So what you're applying for is a second story over an existing first story? BRUCE ANDERSON : Exactly. We are removing the sunroom which is technically a first and second story addition. �- 49 December 6,2018 Regular Meeting MEMBER DANTES : How close are you to being considered a demolition? I'm just asking because BRUCE ANDERSON : We don't believe we have a demolition. I tell you what I've done is I've asked the client to consult with his architects and engineers to make sure that the structure can support the second story. I've been assured that that's the case and I've advised the applicant that if you know you're going to knock down more than what's shown on the plans which consists of obviously the wall in the rear because you gotta connect the garage to the house and obviously there has to be a change to the we have to install a beam adjacent to the sunroom because that's going to go and we have to construct a perimeter wall system there. The definition of demolition reads that any removal of a structure or partial thereof where the total cost of the reconstruction of the structure or portion thereof exceeds fifty percent of the market value of existing structure before the start of removal, that's how it reads and we're confident we're well underneath that. But as I've explained to the client and I've explained to this Board and I'll go through the same to the Trustees if it becomes more that that we know to stop and come back to the Town but we don't anticipate that being the case. MEMBER DANTES : I'm just asking because the Building Department has been sending people back to us. BRUCE ANDERSON : I understand that. MEMBER DANTES : I'm sure it's a complete nightmare to the contractor and the people. BRUCE ANDERSON : Even the present definition is not a great definition. I mean the old days we used to be able to knock down everything but one wall.Then we used to knock down a wall and replace it as we worked our way around the perimeter of the house and I think the reason why that was objectionable to local regulators is because it defeated the ability to perhaps relocate a structure away from a natural resource like a bluff, like a wetland something like here, but even if I had to come back to you I suspect the result would be the same because for example if you said I want you to move it further from eight feet from the rear lot line you would then be causing me to relocated my development tighter and closer to the wetlands and we're already like 40 feet from the wetlands. So I suspect the result would be the same even if I were to say to you I'm demolishing all of the house. As I said I don't anticipate that to be the case but I also don't know (inaudible)there are not alternatives available to the applicant and that's important to note because the property narrows as you go from where the house is to where the street is because of waters and wetlands. MEMBER ACAMPORA : Are they going to keep that existing shower that's there? BRUCE ANDERSON : The shower shall be removed. so December 6, 2018 Regular Meeting MEMBER ACAMPORA : It' going to be removed. BRUCE ANDERSON : Yes. MEMBER ACAMPORA : Also the garage, upon inspecting the property I mean I see where they want to make the garage bigger but why would you still have the garage door facing north? It's kind of a really hard way to configure a car to get into that garage. Why wouldn't they just if they're extending the garage just pull into the garage? BRUCE ANDERSON : Because we don't want to drive over the septic system to get there. That's where the septic system and all the (inaudible) is. MEMBER ACAMPORA : I see where you have some of that but I just think BRUCE ANDERSON : You have your distribution box, you have your digester, you have your electronic box, you have your vents directly north of the proposed garage so you wouldn't and you have a turning radius of 27.4 feet between the garage and the side lot line. MEMBER ACAMPORA : I wouldn't like to be backing my big SUV out of that garage it wouldn't happen.You have to have a smaller car or you'd be in the neighbor's side yard. MEMBER DANTES : Can you put the alternative systems under a driveway is it possible? BRUCE ANDERSON : It's another variance. MEMBER DANTES : From? BRUCE ANDERSON : Health Department. MEMBER DANTES : Do the alternatives come with drivable lids? BRUCE ANDERSON : Excuse me. MEMBER DANTES : The alternative systems I don't know much about them I know some are plastic some are they're not same as the concrete I'm asking are they engineered to be driven on? BRUCE ANDERSON : Are they engineered well the galley system is traffic bearing. The digester all has to be accessible from the surface so you can't really drive over those. MEMBER LEHNERT : Also it's plastic. BRUCE ANDERSON : They're plastic, they have a plastic lid on them and they have to be accessed. There's a unit that is installed on the top of it which needs servicing so you can't pave �,1 December 6, 2018 Regular Meeting over it you can't drive over that portion of the septic system. You can over the leaching pools because those are traffic bearing. MEMBER PLANAMENTO : Leslie actually emailed me a question, she was concerned Leslie our Chairwoman had a concern over an oak tree at the front of the house, is there any discussion as far as disturbance to trees removal? BRUCE ANDERSON : Cannot be saved. MEMBER PLANAMENTO : So that oak tree is going. BRUCE ANDERSON : Has to because and it's unsafe now because it's limbs extend over the existing house and it would be impossible to save that oak tree. We thought of that as well. We discussed that with the client. MEMBER LEHNERT : I think Eric covered what I was going to ask about potential demolition. It just looks to be substantial structural work on this house and that was my question. MEMBER DANTES : Anyone else in the audience who would like to speak? Hearing no further question I'd like to make a motion to close the application reserve decision to a later date. MEMBER PLANAMENTO : Second. MEMBER DANTES : All in favor? MEMBER LEHNERT : Aye. MEMBER PLANAMENTO : Aye. MEMBER ACAMPORA :Aye. MEMBER DANTES : Aye. (See Minutes for Resolution) HEARING#7228—RICHARD and SIOBHAN HANS MEMBER DANTES : The next application is for Richard and Siobhan Hans #7228. Request for variances from Article XXIII Section 280-124 and the Building Inspector's August 9, 2018 Notice of Disapproval based on an application to legalize an "as built" deck addition attached to an existing single family dwelling at 1) located less than the code required minimum side yard setback of 15 feet, 2) located less than the code required minimum combined side yard setback 52 EsSEKS, HEFTER, ANGEL, Di TALIA & PASCA, LLP COUNSELORS AT LAW MAIN OFFICE,M:IL&SERVICE WS EAST MAIN STREET P.O.Box 279 PARTNERS RAERI-IEAD,NY 11901-0279 CARIAELA M.Dt TALLY ANTHONYC. PASCA June 14, 2023 SounwvToN OrricE 30 MAIN STREET AMANDA STAR-FRAz r.R SOUTHAMvroN.NY 119,6S Lls,k D.TYMuQN KIM A.SMITH Via Hand Delivery EAST tiA14PTON,OFFICE SEAVOIR COUNSEL 15 RAILROAD SUITE I FAST 114-1APrON,NY 11937 STEPHEN K ANGEL Nancy Meyer MARCIA 7 HFFTER Building Inspector (631)369-1700 COUNSEL Town of Southold Building DepartmentFAM(631)369-2065 CHRISTINE PERRUCCI JUN 1 5 2023 (NOT FOR SERVICE) SMITH Annex Building ELIZABETH L BALDWIN PATRICIA M.CARROLL 54375 Main Road AssomTfs Southold, NY 11971 LAUREN K PETERSEN OF COUNSEL Re: Building Permit Close Out JAMES SPIESS 2425Mill Creek Drive West, Southold, NY McNULTY-SPIESS,P.C. 1000-051.00-06.00-040.000 WILLIAM W.ESSEKS (1934-2022) Dear Ms. Meyer: Regarding the above-refere need property, we are hereby providing you with the backup needed to address the items numbered 1 - 11 on the June 1, 2022 inspection sheet signed by Deputy Chief Building Inspector John J. Jarski. The information is presented in tabbed forms numbered 1 — 11 which correspond to the inspection sheet numbers. The information is also attached to the joint affidavit of Andrew and Linda Toga, the property owners. We hope that the attached satisfies the Building Department and a Certificate of Occupancy can be issued for the property. If not, please identify any remaining items that are needed to close out the building permit. Thank you for your attention to this matter. Very truly yours, /4 Anthony C. Pasca [bw Enclosures AFFIDAVIT We,Andrew E. Toga and Linda M.Toga, being duly sworn, depose and say: We are the owners of the real property located at 2425 Mill Creek Drive,Southold, New York(the "Premises"). We prepared this affidavit to address the list of items set forth in the June 1, 2022 inspection report prepared by John J.Jarski from the Southold Town Building Department(STBD). The report indicates that the construction would be "OK for C of O" once the required documentation was provided. Although the items were previously addressed and all required documentation with the exception of Exhibit 1 were provided to the STBD,Nancy Dwyer provided the inspection report to our attorney, Anthony C. Pasca, by email in which she stated that the report"outlines the remaining items needed. Each item on the list is addressed separately below. 1. Fall protection @ retaining wall—planted beach grass, shrubs and vegetation at the top of the retaining wall. Exhibit 1. 2. Self-close door to garage—when we attempted to share with the STBD a video showing that the fire door from the house to the garage was self-closing, personnel at the STBD refused to look at it.Subsequently the video was transmitted via email by Patricia Moore, Esq. to the STBD on August 20, 2022. Exhibit 2. Q_n 3. Relief valve ext on water heater - a picture of the relief valve extension from the hot CJ water heater was transmitted via email by Patricia Moore, Esq.to the STBD on August 20, 2 22. Exhibit 3. 4. DOH final survey -the original final survey bearing the stamped approval by the SCDHS of the installed I/A OWTS sanitary system was hand delivered to the STBD by Andrew E. Toga. A copy was subsequently emailed to the STBD on July 5, 2022. Exhibit 4. ZTrust .5eee C of C—the Certificate of Compliance issued by the Southold Town Trustees on June 22, 2022 was transmitted via email by Andrew E. Toga to the STBD on July 5, 2022. Exhibit 5. 6. Electric certificate -STBD final electric inspection was performed and noted"OK"on June 17, 2022. The inspection form was provided to us and a copy brought to the STBD by the i spector. Exhibit 6. Plumbers solder certificate — a solder certificate prepared by RLB Plumbing & Heating was transmitted via email by Andrew E. Toga to the STBD on July 5, 2022. Exhibit 7. 8. Picture of shower drywell —a photograph of the drain line from the outdoor shower to OJ the hole that was prepared for the drywell was hand-delivered to the STBD by Andrew E. C Toga prior to August 31,2023.The drywell was already in the ground when the photo was t n' Exhibit 8. Blower door test results and manual T&S—results of the blower door test performed by Energy Testing Service were transmitted via email by Andrew E.Toga to the STBD on July 5, 2022. Exhibit 9. O ' 10. Generator requires a separate permit and then OK for C of O — Based on the owner's application for same, a permit for a whole-house generator was issued by the STBD. The STBD inspected the generator on June 17, 2022 and provided an inspection report stating "Generator—final electric OK"was issued on June 17, 2022. Exhibit 10. 11. Certification letters for foundation,frame,strap, rough plumbing and insulation(meets NYS code) —The four (4) original, signed and stamped letters prepared by John Condon, PE reflecting the inspections performed by him of the foundation/footings, framing, insulation and rough plumbing were hand-delivered to the STBD by Andrew E.Toga prior to August 31, 2022. Copies of the letters are attached. Exhibit 11. An oga Linda M.Toga Sworn to before a this da J 20 3 Notdry Public ANTHONY M. PARLATORE Notary Public, State of New York No. 4801603, Suffolk County Commission Expires June 30,I�ir FORM NO. 3 -17,211 RECEIVE» TOWN OF SOUTHOLD Atit, BUILDING DEPARTMENT SOUTHOLD,N.Y. ZOIVING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: May 31, 2017 RENEWED &AMENDED: May 16, 2018 AMENDED: August 1,2018 TO: Suffolk Environmental Consulting(Toga) PO Box 2003 Bridgehampton,NY 11932-2003 Please take notice that your application dated May 25,2017 For permit to construct additions and alterations to an existing singlefamily dwelling at Location of property:2425 Mill Creek Drive, Southold County Tax Map No. 1000—Section 51 Block 6 Lot 40 Is returned herewith and disapproved on the following grounds: The proposed construction on this-non-conformirig20;899 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states that,on lots measuring between 20,000 and 39,000 square feet in total size a minimum rear yard setback of 50 feet. The proposed construction notes a rear yard setback of 41 feet at its closest point. This Notice of Disapproval was amended on May 16,2018 and on August 1,2018 to correct errors. Ak�Siture Cc:File,ZBA BOARD MEMBERS OF SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� jy0 53095 Main Road•P.O.Box 1179 ti0 �O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes cn �e Town Annex/First Floor, Robert Lehnert,Jr. �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU Nom` Southold,NY 11971 hnp:Hsoutholdtownny.gov ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD Q (' Tel.(631)765-1809•Fax(631)765-9064 �O DEC 2 4 2018 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 20,2018 So hold Town Clerk ZBA FILE: 7219 NAME OF APPLICANT: Andrew and Linda Toga PROPERTY LOCATION: 2425 Mill Creek Drive, Southold SCTM No. 1000-51-6-40 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 23, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was refeired for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 26, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the Coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. The Coordinator further recommended that this Board verify that the relocated outdoor shower be connected to a drywell. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforminkM ,307 sq.ft.',parcel having 100 feet frontage along the southeast side of Mill Creek Drive West,Arshamomaque, Southold, and is improved with a one and one half story frame house with garage. The property measures 212 feet south of Mill Creek Drive West to Arshamomaque Pond, then runs westerly 117.44 feet,then runs 185.55 feet north to Mill Creek Drive West, and back 100 feet along Mill Creek Drive West all as shown on survey prepared by Lisa McQuilkin, L.S., last revised July 17,2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 16, 2018, Amended August 1, 2018,Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1) located less than the code required minimum rear yard setback of 50 feet; at: 2425 Mill Creek Drive, (Adj. to Arshamomaque Pond) Southold,NY. SCTM#1000-51-6-40. RELIEF REQUESTED: The applicants request a variance to complete additions and alterations to their residence by removing the existing'sunroom and outdoor shower, expanding the size of the garage, and adding a second floor. The existing residence currently measures 38.9 feet from the rear yard property line at its closest point, and Page 2, December 20, 2018 #7219,Toga , SCTM No. 1000-51-6-40 the applicants wish to construct a second story addition that will measure 41 feet from the rear property line where no less 50 feet is required;therefore,variance relief is sought for the rear yard setback. ADDITIONAL INFORMATION: The owner's representative gave testimony as to the nature of the variance request and stated that the proposed renovations would be built with the addition of an advanced septic system that is currently in the SCDHS Board of Review for approval. The representative also acknowledged that if the existing residence was demolished for any reason at all, they would have to return to this board for further review. As a comparable,the applicants' representative submitted a prior variance granted for a neighboring property to legalize an as built deck addition measuring less than 50 feet from the rear property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 6,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations will be either landward of the existing residence, or within the current building footprint. Furthermore,the second floor addition does not further encroach into the rear yard than the existing dwelling. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The existing footprint of the residence is being used for the proposed construction,which would need an rear yard setback variance to proceed. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 20.5% relief from the code. However,due to the existence of the current residence,the proposed additions and alterations are not going to change the current setback. 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 and the recommendations of the LWRP,as noted on their November 26,2018 Memorandum. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the proposed additions and alterations for a second floor and an expanded garage 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 Lehnert, seconded by Member,and duly carried,to h i. GRANT the variance as applied for, and shown on the survey-prepared-by Lisa McQuilkin, Land Surnor__, last ' revised July 17, 2018, and-plans prepared by_Robert 0.._Barratt;L-:P:E.-of-Kehl_Design Associates dated_May 1`8;- Page 3, December 20, 2018 #7219, Toga SCTM No. 1000-51-6-40 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Building Department to verify that the outdoor shower is connected to a drywell as per recommendations of the LWRP Coordinator. 2. The applicant shall install an alternative waste water treatment system as approved by the Suffolk County Department of Health. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Dantes(Vice Chair),Acampora, Planamento and Lehnert. This Resolution was duly adopted(4-0). (Chairperson Weisman absent) Eric L. Dantes, Vice Chair Approved for filing 1. -/ Z-( /2018 TEST HOLE BY: 1[cDONALD GEOSCIKNCE ePPRomun IDc►noN U� T� DATE:APRIL 10, 2017 RECEIVED or TSL.MDEvil' �� RECEIVED « tom ig U� e.m.° AUG 0 31016 �' AUG ``.1201 SR BROTH SILTY SAND. _ o� IL /ZONING BOARD no0 NOT LOc►Tum / �Q)xNG BOARD OF A P - BROWN°PINE TO µ� ��Gc COARSE SAND. RL 0.8 x.05 p9 p.a��' p� a' TATER IN PALE BR01 N y����� FINE TO COARSE SAND. f \T" C YAV ted' rti EL-7.0 TATR 4I000NTIM r.Atc eewtr Suarece �ILti I�� �501G,• pry l9 0 p �," IIII p cuY �� r .p °PYOP0.9t0 TRENCH DRAIN -"` na I!�"516Q DT ' 1� c LOT COVERAGE CALCULATIONS: 4 5t !-DARE';-118945:81:Sq.FL = 0.43 ACRES of 910 .-, FRAME DWELLING =2,030.12 Sq.FL 1°P°°OHM pROPOSM �Q ROOD DECK = 338.00 S F1. TROPANE T t COVERED PORCH+STEP= 171.33 Sq.FL �r I P.UNE I STEPS+LANDINGS = 83.00 Sq.FL I A OPPOSED %/ DILEILING ROOD STEPS = 59.45 Sq.FL Aj r As aeQmaeo, ,� TMA,rAT� CELLAR ENTRANCE _ 55.00 Sq.FL '000-05t.00-06.011-M.000 SHOWER 21.00 Sq.FL PROPOSED I nmu ,lI° A kxu m N -TOTAL AREAS =2.755.90 Sa.FL GAS LINE •LOT COVERAGE = 14,54% I IAmNo TAIL Iml. 0 p RETA�OItxNO WAIL C: AS R9 HIRED I at } I / o. NIPROP09ED 0 O EIISIDLG� 7O-ACIfON SAN ANY SSYYSSll8811ff D I/A. .1501L *jl0TL Tow ABANDONED y il27iL PROPOSED 411. APPROIDIAn PROPOSED HYDRD-ACTION CONTROL PANEL AND AIR Poe ON 7e'><7e'Te'TRH ert 10/10 1@8. $A. I /✓/i if / ..,;D 127 e.e /PROP0.�AIR VENTAr PPA 1 UHDING le ABOVE GRADE PROPOSED SHED TRB MTRE ENLARGED PROP09ED{ e.R g leg oHA¢�AL I GARAGE% �o? DEPUTY A -suNaoaN x0:7 I p pT (EY.GF 1Ja1% 5.7 t 8. PRoe�?'' ROIDIAnwT�TToJor sAlme-8B o:I"" 3. =rzn ,i; ROPOSBD, e� i 4 owl Y -,2nd STORY "8'i' STONE NAIEtA stogy L�fnINcm" ADDMON.;-.`I I' I �P P / / SHOWER I•$ .9Fa iOYPs� FI'UA,AED$ COVFRP.O PORCIf p 15011. n ensTum No ofl�SAMMY sA'ShY TDanOmc I a:1SlII�G 1-S1ORY. 1 %, TTeu xeAO Vm 15otL OF na SAT. FRAME DWELLING, 164. 211.9) Q DLT w k r l r Ieu.o u.zai �AEM o T: L41 I DT D cQ FINAL MAP `0 f I i ' I i Ii�p � `" `"°SSIM, m �� 8012 REVIEWED BY ZB _�—'° SEE DECISION# "'To°D-TePs— uraslTe'rowmrr _ —JB DATED l2•l� I _ — ���-- No:A p?1 STEPS AND y � LANDINGS NN.:55 J 00"40'16 ~C TED- 117.44 Hal (1201-DEED) ARSHAMOMAQUE POND (LANG CREEK) - (UNDERWATER LAND) 9? FLOATING MAL RAMP TODD DOCII �� m.oAO.o 2.129 DDS NOTES: :agile tum •PROPOSED SANITARY SYSTEM DESIGN,DRAINAGE DESIGN&RETAINING WALL DESIGN AS PER SITE PLAN BY JOSEPH FISCIM, P.L.DATED:DECEMBER 20, 2017. •EXISTING SANITARY SYSTEM IS TO BE PROPERLY ABANDONED. •EXISTING HELL LOCATION PROVIDED BY HOMEOWNER. •SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. •MARK-OUT NOT DONE AT THIS TDB.SURVEYOR IS NOT RESPONSIBLE FOR SANITARY DESIGN: UNDERGROUND UTHnus OR STRUCTURES •IXIMG CH INEY&SHOWER TO BE REMOVED IN THEIR ENPIRKTT. (THREE BEDROOM SYSTEM) APPLICANT-OWNERS: DRAWING INFORMATION' (DESIGN PER JOSEPH FISCHETIT, P.E) •(1)HYDRO-ACTION AN400. ANDREA E. TOGA&LINDA M.TOGA SCALE: 1"=30' DRAWN BY: R.K.H. •(1)4'0'DIAMBTER DISTRIBUTION BOX. FILE No.: Q199-11 •(3)LEACHING GALLEYS - 4'0"DEEP. PROPERTY INFORMATION: DATE: JUNE 18, 2011 •(1) EXPANSION GALLEY. REA TO DEED LINES:20,899.081 UPDATED: APRIL 12, 2017 A Sq.FL=0.48i AC. ADDITIONALMAPPING:SEnUBER 12,2017 of NEIV ELEVATIONS IN NAVD88 ADDITIONAL MAPPING:NOVEMBER 1, 2017 �r�� tN G.k0 YQ LISA McQLTMN ADDITIONALMAPPING:DECEMBER 5,2017 y Q LAND SURVEYING SURVEY OF ADDITIONAL MAPPING:JANUARY 28, 2018 �~ �Z MAY DESCRIBED PROPERTY ADDITIONAL MAPPING.ADDITIONALMAPPING. MAY 91,20ie * W 274 EAST MAIN STREET AT SOUTHOLD, TOWN OF SOUTHOLD, %ADDITIONAL MAPPING:-JULY-17;2018 EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK — t TEL: 891-277-9805 SLIM: 1000-051.00-08.00-040.000 JSP Ho 0501~1,�+° FAX: 831-277-3908 sp0 5�6 DIUNYaP®LLTwmmN w Ammar m Rm mm is A xorATmx w Alm.TmA OT,w MAY TDP[PMi CLUTION LAT.mous a?; 80!101'YAP Nm TUPmC tw IANo pg64'1a$11.W Xm ml®p®TO w.TmM Ylim mer,mTARl13 Smell ROY J rmT m mle m®nw mmam=An mi A ww m RIR®Am DAL AND m Nm Dill m wm�m Tw sawnoN w e 83 w otm nmmom.mweatmn DmYlm®ml1 a,,.AMm Om.Y m Tw rmw Aw mY,w SIaTST o rATPA®AXD w m Tw WANT WE L79m®w In unm Dm11NNN.twMmUT"10 Aw Nm TrA16IOYY To RMDmNY.DeTINm010 w 50@PUmR OMI®. 2425 MITI. ('.RV..Rl( 11RLVF 011—T-0 . KEHLDESIG\ASSOCIATES T=-- ---------- lit Garage NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ® ENGINEER C.Zred Entrance r Bath Bedroom Est Room Covered Bedroom Entrance El .0 ;',A I FIN I' Bathroom , — 11 — lit i —Y ZBA N jSEED'13 3J ; is 0 Kitchen Its TOGA RESIDENCE ------------ 2425 T r MILL CREEK DRIVE WEST Living Room SOUTHOLD,NY,11939 New Deck SCTM:#051-06-040 u aA Dining Room FIRST FLOOR PLAN NEW ENTRANCE COLUMN DETAIL A104 oc .1.Nq�' 13 1111 x�4 eTraT OMW�ITEfIA NO CON—CTON TO ON EXCEED A�IOUIiW—OF THE M5(NTE—.—III-- I P TH TH2016 UNXONM CODE�PLEUENL FIRST FLOOR PLAN AS M ALDAIUMNATIVE TOTHE WHANAn—-wiHo—THE rcmo—G STMONOS ME PEN"T——ECT 10 THr 1.11HATIONS 6 THE THIS OCCE NO INE—TAHONS HEREIN." � =IN fEFE ENONMM OEIS JCON R—ION-d THESE STN<UR S.THE DE90—L CU.-PLY NTH THC NNATIONAL UJUNG CONE. Al 04 Eidsting Structure 1.nvea�A NOCO.-E)CONIIHNCION—(I—) 7 XS STAN A PM CCLO-FWMEO STEEL FAM NO- New Structure —11.10—NO—1-11 11xr .(--X) a•JiY D.MC STANDMOS ON THE CE901 Mn MSMUCTION W-LOG SMCTLKS(CCQO E- R 7,:.M.s'i. .7I I•- r k�;rti+ 1� JLDFSIGY ASSOCIATES uc. 1'7,yr�{�1 ,OYti�,W 'IIl i� X 8' ! ` '':l Rmt16Rz 11v.1 EtWGiSlaV�c' 1..4'!+.�I,�°n{ys�i L ti'��. F.t J.i °, ;�'y a ,.� Ir,%+„rcrvry m —:�•-mow_ •.ssan d{, ••+.'Y >!'r' Y.X�Ic'y �4'!.°u YY'' l��A� `j..6. i 't_3".'.?. Ill y wee.ra>efa���wn..nrw.vsm M� il.Y'GM i' '1„ `Fy'{, ,•,.` ' !U: �e_'i�� 'ti_. � }�I -1—�x'r•.m 'v',4'•'�� .;gyp�'! ,L ..1��:1 �r.` '�°'L.''.. .. miL}: t F` ¢ll ! '+ lt�: AT rcewa<ns �4',' ,`a..,,4,v, Jy '•i`; .'`a •, .Aye' °h'i: ''. ,., NOT FOR CONSTRUCTION °u• :� `i.c. w .,p,i RV (� I` ',•�- 'i .�r` USE UNLESS ------ - - — ------- PROFESSION —--- _ - CERTIFIED BY A ENGINEERS : EAST ELEVATION Daus w•.,•a FINAL MAP REVIEWED BY ZBA .: ,. 4Y. ;•' .�. �'`� � - Ay --, •,� DSEEO ON ECISI TOGA RESIDENCE ••I L 'j ? n'. Il,_ •(tL�L'�hlt� 1.4 �(t Il .")i� L 1� 2425 MILL CREEK DRIVE WEST ,s •p• Tr �I A1+ r'�`ty ,a w SOUTHOLD.NY,11939 ` �J�.� D�' J.��.J 6 �,�, . .4A J.{� G .{.i,.•f, I..�..�1 �, cra9w o.n k " F t�1f�u t •t uva ter: SCTM:#05"6-040 V 1 _ y�� l U; •iLl�L .�U.. 'U _ I __--_ ___ — E—1 F:k1+Yetso 'fit',.P ;',"�'' F�,T, L X— �� a , i t• 'e ' My, — ____— _ _—____ ! -- ELEVATIONS AS NOTED IRE © Tna luE¢sa xvn:'a u[unor.P,.cawDmrasi •�I- _ _ vEDurto aaeim'er.m�muus nxn wt�x:�sm•.�m sawn I— �� � I �'— �` __ ! 'j �aK °nrml ulmalea us nArs ca ctttu asxmLFewenQ °"'a°�w.""`rorosasr um�N.N ns° ._�� ��1 -y�{II I'7II"`I III �I____,�_ _____ �� � � i; r mEn:.nr�*tual uc ec axr is t.cn Dar at sna,ut rey ucs vwW.awmo.sarwa°rs xrs _�i' fl I flAtaItEA4U D�ust_r 10 et 8.n"Jt YN IRnfs NM1V aNNhAY ou 0--Ov,W:IL�N Hd3.3cko ian- s xi Y DE——Em AND CONS:RUC:ION To L•FET pi r MD ALL ucu¢EaENis OF THE zms wiENNAnoxu-EDFNNAL WEST ELEVATION coot ueoaiEO enN O E NANO eoDE suP G Nt. As AN ALtexry M E MI ME wtAND ME BURRING coot. FOE-N siANDDE Ant PE IN C sJ of ro LUTA STA of iE. E cox AND iNE wuiArm+s NEnEn. -nIGN[ERm Draw¢usm IN caN.uNcooN ti:N A201 ¢wc w•.re nwESE s•.AxoARoz ME DEsa+sNua ecce!r N1iN int wimx°nonna ouLtrxe cox. 1.AFMPA—FRADEO CONSTRUCTION—AL(V.FCM) —STANDARD 1.C(ILO-GOR.tIfD—El FRAMING- PRE T.—w Epi--AND iV.O Fgea1LY DNEII:ACS(u95-IJD) O®'uDf4iFAflII iQv J.ICC GtANOPRDS ON ME DE9GN AND CONSTRIICnON OF LIX:SIRUC1REf(Ip:400) �Ckle r dc�11FFUt� ; f }; BUILDlMElectrical Inspector ENT J SEP 16 2021 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 �, � f4►,t I,tTI ia���; :r-T.Southold, New York 11971-0959 Tt,�. . Telepfiontj (631) 765-1802 - FAX (631) 765-9502 rogerr.@southoldtownny.gov —.seand@southoldtownnv.gov. f APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9 /16 /'21 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net Address:. PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name:, Toga Address: 2425 Mill Creek Drive Southold Cross Street: Richmond Rd Phone No.: Bldg.Permit#: 45548 email: Tax Map District:, 1000 Section:_ Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wire new house Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On.. Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect-.Flood Reconnect-Service Reconnected - Underground - Overhead J#_Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION cp 0�1 61 Request for Inspection FormAs �U d _ 5 t FDE BUILgING'DEPARTMENT- Electrical Inspector y �Q CQG t ZOZ1 'TOWN OF.SOUTHOLD" � � � . , Town HallAnnex.- 54375 Main Road - PO Box 1179 o .a � € I;F. .Southold, New York 11971'=0959 G-Telephd6b (631) 765-1802- FAX (631) 765-9,502 rogerrCa southoldtownny.gov -seandCa�southoldtownny.gov. •. _ r -r APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 911612-1 Company Name: . Paul Burns Electrical Contractors Inc ; Name: Bob Burns License No.: 3897-ME email: pburns#@optonline net- Address: PO Box 1061 Southold NY 11971` Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) = Name:. ..,. Toga Address: 72425 Mill Creek Drive Southold Cross Street: Richmond Rd _ Phone No.: Bldg:Permit#: .45548 . email:. - ,Tax District:., Section:..,,.:- BRIEF DESCRIPTION OF WORK (Please Print Clearly). f Wire new house Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On; Temp Information: (All information required) Service Size 1 Ph 3.Ph Size::_ A. # Meters Old Meter# New Service - Fire Reconnect-.Flood Reconnect--Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: :PAYMENT DUE WITH APPLICATION: � CP Request for Inspection Formals ^` �� r y. PERMIT# Address: I �' Switches OutletsKIP �I G F I's �� Z� Surface I {' •��'f 1 Icy f Sconces H H's UC Lts (2- 1 40 r Fans t` Fridge HW Exhaust I�I Oven ju W%D Smokes 1 I DW l �n y ' -Carbon to" Micro 'GenerUUUator., Combo I. - . Cooktop Transfer ^/ �V AC AH�1 Hood Service I , r. Amps Have Used Special:. Comments.. L- Orr 0,/,. r0 1), 4 el— 175 n A Agrot-0% / - Scott A. Russell ;�a°SUFI STO]KI��] WA IEIK SUPERVISOR z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMVVATER MANAGEMENT WORK SHEET ( TO BE COMPUTERB.Y THE APPLICANT ) DOLES THIS PROJECT INVOLVE. ANY OF THE (FOLLOWING: Yes No (CHEcj ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or,stripping of land which affects more than 5,000 square feet ofa.ground surface. PQ F1 B.. Excavation or filling involving more than 200 cubic yards of material within any parcel or any;contiguous area. F rA E] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. W❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site preparationwithin the one-hundred-year floodplaiwas depicted i on FIRM Map .of any watei cour,se. ®❑ 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 Profession ,Agent, ntracior,'Other) S.C.T.M: ": 1000 Date District NAME: h3 , ! �` ©51 o Section Block Lot FOR BUILDING DEPARTIN EiINT USE. ONLY "'" Contact Information Gist- 433 709 14 Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — _ 1:1Approved for processing Building Permit. Zy MILL eR ��- ��i�F ��5i Stormwater Management Control Plan Not Required. SB.0 1ywL_6 tN y (IT71ElStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) M tt SMCP-TOS MAY 2014 APPLICANT: S.C.1.V, 1000 tPo anY Owner,Design Profession ontractor,Other) CHAPTER 236 OV 6(0 ' o o Z04 �) Stormwater Management Control Plan CHECK LIST NAME: TT- �, lL�t+l Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pk...rnN �,(,J� Date: �k The applicant must provide a CompleteExplanation and/or Reason for not providing s�"'� (— //—/q—Zcj all Information that has been Required by the following Checklist! sryi,ui Teku�b^<Nun�Eer. 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. fE c. Existing - Natural & Man Made Features within 500 L.F. S ill _PLXtA SN400s LL- N g W s i ger of the Site Boundary as required by§236-(702). w, 1:4oma+ d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X� e. Limits of Clearing & Area of Proposed Land.Disturbance. f. -Existing & Proposed Contours of the Site (Minimum zintervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing proposed structures. 1. Location of proposed Swimming Pool and discharge ring, x ;, o Pow- j. Location of proposed Soil Stockpile-Area(s). ,x k. Location of proposed Construction Entrance/Staging Area(s). X . 1. Location of proposed concrete washout area(s). K105; {c2 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate- on-site the run-off from all impervious surfaces generated by a two(21 inch. rainfall/storm event, 3. Details&Sectional Drawings for stormwater practices are required for approval, Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance& Site Access, c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) k:N(:,INI.:C3F11NG DE1'AIZ"I')V1ENT USE ONLY��*>�..._------...... ,.. —._..._ 1 :..::.::.::::.-,�:�,,m--�:.�.�:•.. .,.,_..:a.,�:.::.�-. , ... , ... _ I Additional Information is Required. Reviewed & 1 Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — —" — — — — — — — — — — — — — — — — - - Stormwater Management Control Plan is Complete. Date: 1 SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 Town Hall Annex :r.P 54375 Main Road Telephone(631)765-1802 P. O. Box 1179Fax(631)765-9502 i Southold, NY 11971-0959 BUILDONG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CORISTRUCTION Date: ll- l Cl-L0 Owner. iri(A!, 70gA V Location of Property: MILL_ C < &Q%Jrz Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ,X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Blame (person submitting this form): _V3rZp;l— Capacity (check applicable line): Owner X _ Owner representative TrussReg15.docx Effective 1/1/2015 . 4 I/A OWTS General Requirenne:its i 6 Et. X I. Tine installer of I/A. ,W--S must hold a current LiUuid Waste License pursuont to Chapter 563 Article ';'ll (`;optic !ndl,:ct', I t I Businesses) and Endorsement J,(Innovative and Alternative rme a` ni System Installer) 'through the Suffolk County De,•-nrimen1 4 „. A;E -CONCRETC COLLARRWATER TIGHT FRA61E & COVER Labor, Licensing and Cons,-mer A`fnirs, pursuant to Suffolk Count Code ? 553-7Q II J The Department of Lobo Lircnsir;:; and r. F.F EL. 1 7 i / W APPROVED LOCKING DEVICE Y O O' -STOPPER ENC PLUG --CCNCkETE CODr REM[]'it PLC CONTRO'_ nANtt_ Consumer Affairs mair.tair e list of licensed I/A 0~.'TS Maintenance Provic rs. % r BELOW GRADE W/ HF80 CCIMPRESSCIR ' / -- t d } { FF I r 6 +I i FINISHED C'RAGF Fi 12.0' _ Opera It.t �.n urntenc}nae Contract between ,�e Mointenence Provider and Property awn�r r•,�r;i oe EL. 12 0 ----_- rt ' r - the Deportment P 7 ,-, - -------------'------- - _�: __'._- ,-,.-�-:--':rr-'q I ,: -lil•:.,�Tu<_-i; ..Yr.:..=t�._:3ia ;ic= t=`,,_.,-.,�_ yt--�lT!T'P;.`•i ( ••. �_.._-.._ 2 p :e PO F -- - --��`' , : Vii''_ __ ... - De a - , r, I � _ -� An executed t" i if BEARING' 1 FAIN. - - _- Z MAX 3. installed I/A OW'i.', are recuired to have on initial 3-y or my optic n/m snz.- I - _ AFF1C I - _ _ SLABS - All 1 _ warranty and ,tio aintencnce serv,c=e ,. ice_. (I.'.' - _ .__ r -tel 36'X 36'X 6'J 1 { / C �, 'i i '------__-_-- `_ _. - - � ---.-_ -� � WITH 6X6 10/ID WIRE + 4 ,a r :� RPE_ _ When on I/A OWTS -r;quires a von„ the unit shall be vented to tha rots o: the residence being rervvr.. 'Vent „ipc!, iiI _ / L I / I.F.�, �- +7.1!t r.�. . '� ... .. �: . 4. i 4 r ,. I minimum a. 6 inches a�o'e the rocfline and the top o: the vent shall have a rninirnum horizonte! separcti^,n of 12 Int` to the sloped lJ OJT / _ I I / I-E. �• �' ='� �'•.' portion of the roof. In cases where i, Is not rccticol to vent the system to the residence r vent 1 ''•" FE`r: FOOT Mit.. PITCH -- J 1/8' PER FOOT PIN. J ti`.;:,--=.,'-=. CO TR PAN EL,� & AIR PUMP ELEVATION � Pres.. c. roof, a en. pi;:e may be c!F,ec to the! exterior i 10.1 : ':''':.': . . . _'.. v'C?,,• CONTROL N-!- Q I side of the residence ani, 'elm:hat= a minimum of 18 inches above grace. These vent i 3 I / FLG�', i I ,,I PJC WASTE LINE: _._ ---__ _� �� � 3.^�.:. pipes shall be iocatee a rr:-.irn:;m o: Cc`. from N. 4" NA. SANITARY PIPE LINE I SDR 35 � i - - � I any window or doorway ord must terminate with a carbon filter of2vice. All vent pipes must have a minimum diornatsr c,f nct-,es. ; k SDR 35 il; I 2.o�' C3J LEACHING GALLEYS N.T.S „ r <1113+ 4' DEEP 3'+ 5. Garbage grinders shall not bz oermi,ted when on ,/A OV,rS is utilized as means of sewage disposal. in addition, w„'ter softeners ! shall not discharge into a- I/A OWTS. t _ + GROUNG WATER 6. Install I/A OWTS ton{s accord:ng to manufacturer?s recommendations. All applicable- recommendotiens HYDRO­-/CT1CN -Lin ', =i,I�� n HIGHEST RECORDED GROUNDWATER -/ iT Tlrl;`rFr i ;' F IkiL I ` l"- F P� provided by t%• manufacturer shall be implemented } a -f A"J-4�, I A - BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL 7. The I/A OWTS tank :hail be installed at level in all directions (with a max!mum tolerance in any direr`ion of +/ onequarter inch] g s on a minimum 3-1nch thick bed ci properly leveled and compacted sand (free from rocks) cr pea grove HYC)_aQ_-_ACTION; LEACHINGFY---Q -��AL B. The top of the I/A O',UTS tan( shall not be located greater than 2.5 feet or less than one foot b6ow final grade. AN400 DDD�AIL SAN ITARY SEPTIC SYSTEM PROFILE i t N • Electrical Requireme,its - T. S . vSFS OOfl 1. Control Panels APPRO:�I1iATE LOCATION-' C--'tip,�A o,00�` -- CONCRETE AF, p09 �pyN c. Al. wiring an„ equipment ore to be installed b;: the electrical contractor in accordance with the COLLAR 2,1 Of WELL HEAD ' 00' oV, National Electric Code NEC and local codes. F_ OR PLUG END 10p0,0 typR 01?c0. A b. Thz control pone! box must)be placed outside on a suitable pedestal near the structure that it s<,rves, �(� . � I A�r� EVaG` ! Alternatively, the •! 7 be mounted on on outside wall of the structure (nreferoble o u(!I!ty I _. \ � Pan, box. may I t I J 3 ti�'' c- The control panel, shc!! be laced at a comfortal-Ae heir ht for access. I vy-, room, and nl'ta livin s ace d r / The panel shall meeg National Eleclrico( Manufacturers Association (fJEMA) 4X specifications. RISER do COVER- d f P~ -! FINISHED GRADE - FOL YOK 20" e. The conduit ust here appropriate salols to prevent gases and moisture from reaching \ DISTRIBUTION 80X �� the control oriel or Lnction boxes. FIBER JOINT f. Each system snail be e,ui ned with a functioning warning tem which will activate audible I FACfJIJG�-`"''� __--- \ � -- \ � !' O Q Ys 7 P/ a y sys -- �Rn ���' I/ !� k_ _ and visual af;rms hat can be readily seen one heard by the occupants of the building serve=d. ! j �� 0 O t T 2• PUn1()S, Blower_, Live. Sensors, and Controls 1 FROM, �A 0kp00 g , U `�L q rl r! C'! SEWER Pl,°E iTO 00, \Y lv 1 �`� a. Th_ electrical nation box serving the um motor and flocs must be watertight and y TYPICAL 0{11S i TRENCH Oak p0-08 qfj`T 0� ;,G \ ?� ������/� y e Y k pump t' 0B 1 located outsi;e the !/`AOWIo tank chamber, I o �1 Q g ` �� i 11 b• The Depertm,:nt shall observe the pump system operate through o normal operating cyclo. _� FVC PIPE 0'3034 Z -� , �y c. Inspection for Ieakoya of the force mdln fittings will be mode Burin the pump test rocedurt. I C/ 3Cl SDR 35 P 9 P F P h BEND 4" THICK' UNDERDR/IN v W 1 t I \ TO SF-PT/C FILTER MATERIAL -PROWDE SPEED LEVELER i-- TANK ! ! 5 1 FRC'.r DWELLING -�- TYPE 1--- n N ON EACH OtITIFT 4-Ai ( C.l. 60° PVC WYE- C TO PVC J j HOUSE ADAPTOR r� I'Irl'11 11!'; \{ i ' ��/ General Notes a I -y'�'l 1. LOT AREA: 20,'3,•3,0' S.F. OF 0.48 ACRES + Z�1� / 2. SCTM,g1000-051.+'0-06.Ot;-040.000 �j1u I iltiil v i I CLEAN OUT DETAIL D 1 STR I B UTI Q N BOX { j I !' I - i� ! ���� �: 3• BOUNDARY AND 'GPOGRAPHIC INFORMATION FROM A SURVE'?' BY Lisa McOuilkin, Land Surveying. LAST DATED `)1/2;_/2018 i ' ;; I 1 �p ��• ELEVATIONS REFS�ENrEn TO THE NAVD 88 DATUM, j IGUS ✓.,r--' I < � � � Q(�t� y. i' Yy t-- �Q y 4. ALL MATERIALS /.ND MEIHODS O' CONST"R'JC PON SHALL CONFORt,4 TO THE STANDARDS AND Pi- It!CA.ilOf15 OF T iC TO'.v'"•1 I N .T. S. 111 ,, �(` 14IRE \ I G�Q�E O tGj OF SOUTHOLD Ar'C THE c:UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED N .T.S . v � FLAG 11'It',i�\ � � ! � f� ! i t 1`1, t \ ! D 7 5. THE CONTRACTOF SHALL FIE!D VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMEN i OF WORK. 1 i 1 THE CONTR.ACTOP IS ADV SED ALL SUBSURFACE INF-OR2 iATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST PE I T 8"t TOP WALL �N0:1 - i ' t t� �� ' ` �~ CONFORMED ACC RDINGL" IN THE FIELD. I ----- EL. 115' _-, It tri . \\ , �\ t� f I `-- { 1 t \ \\ I _ 15 Q, - �\ cy 6. .A MINIMUM SEPA:AT!ON OF TEN (10 FEET HCRIZOfJTAL AND EIGHTEE:P! INCHES VERTICAL IS TO BE MAINTAINED) EET+/+'EE': I 1 f1 0 WATER LINES, ST')RM DFin!hJAGE AND OR SANITARY LINES CR STRUCTURES. I lo- N 5 REBA.R 7 \ \ I ` -{ 0 18' 0.C. `r` \\ \ \ \ 7. THE CON.RACTCP' SHALL BE R_, ONSBLE FOR SECURING ALL NECESSARY PERMITS, BEFORE COMMENCING ''WORK. x I I (horiz.) I I I \ \ r 9 / •.-- \ � T I ��n EX ' 1 ! ! \ / \ +I _ / *!SUITABLE ,..TERI/L AND D_e.•,IS SHALL BE DISPOSED OF IN ACCORDANCE WITH 70WiJ, COUNTY, STAIF. ,4fJ0 FEDERAL y 10 %/ 8. ALL , t1O c�a r NG OFF ALL UNSUITABLE MAIT-RIALS 0"rF [LEC. UIiJAN.,E,:. CCNTRA.,,TOR SHALL BE RESPONSIBLE FOR DISPOSING FANEL I o LAWS. CODES AN:? ORDINANCES.-� r c r=^�n r e ! SITE. DEBRIS SHALL NOT BE BURIED ON.THE SITE, I 3., VARIES �/ � 1 ; f `, '', t�(i �/ ✓ i r i � / 11 ' 1Ir 1 c S APPROVED c - 5 REE,A + �, I 1 b_ / 9. ALL PRECAST ST1-ICTLRE. HALL BE APPROVED 3Y THE COUNTY AND COMPLY WITH THEIR REGULATIONS. j 10" 0.C. p (vert.) t %' 10. ALL PRECAST ST?UC71URES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. I t� C I t t PROPOSED - TF I w ' I 1 NEW i' 11. SANITARY PIPE TO BE SCF?-35 PVC OR AS SPECIFIED ON PLANS I 20 AMP BREAKER !I GRACE VARIES w i t RETAL'�'INU�i 1TAI.L 1 l�JE J='-ijAi '�I I!�'f�1:I „'itl-�9i p ' T/0/lf EL.; 11.5' t cv DRIVEWAY, RETAINING lfALI. I I 6- :If ni-' t a AS REQUIRED 12. DURING CONSTRL TON, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE a EXTERIOR RATED I --° � �" ' I T 0 Tt EL. 11.5' TRANSPORT OF _DIMEN1 TO OFF SITE AREA. PONDS, DRAINAGE INLETS. HE METHODS AND MATERIALS EMPLOTEi; IN u, c_ JUNCTION BOX BE 48" f/ 5 DOWEL O III' r-{ I / / / - c r t } + GRADE 1N ( 10" W:TH HOOK- II I t + THE INSTALLA110:J AND MAINTENANCE OF EROS'ON CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDEL NES SPRINKLER 80X 1 ( 1 1d.0-- I / ___ �g - _ - I FOR EROSION AP:) SEDIMENT CONTROL \ -I -r-- --r-- - i NOTES \ 1 43.7' I a' I I 12 DTI'LIINC 13. ALL BACKFILL SI- LL BE SE -C, GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE UP-r.mUM !JI'?ISTURF_ 1-CONCRETE TO BE 3000 PSI - 1- ----- ---- G' F-i E .0' r -SELECT i i %I-y i%'r:I,L WATER CONTENT AS DE cR 1, - T r-_' ( \------12 AWG OF WERE I Io 2--STEEL TO BE 60 KSI ' ! (+OiWAi RS E�G I I tet✓ ! �'t- IINEC BY STANDARD PROCTOR ST. F-7 OW XT 8URL4L 3" 3-ENGINEER TO CERTIFY THE FINAL FLAG I �' 1� J _ -1000-051.00-06.00-039.000 3 s"- r I r F115T[NG CESSFO0L - ---- ----- }------- CONSTUCTION OF RETAINING WALL AS � EROPOSL/D-� I' ;%I=1 /'l2� L1ND ?i0F OR FORMERLY r-I j --}- - No:2 I flFDRU-ACIRON ; TO RR RR1/OVRD i ------------ -- ------ ---`--- -- ------- ------- -------- --- ---- --- [[ - REQUIRED BY HEALTH DEPT. 1 I I r ! ! PPR Coum, DA\[D X.4P,ILYN FUFIRMANN o ENGINEER TO BE CALLED TO INSPECT THE AN-{00 I,IA %; �� ~ r3^LIRkMF1 5- - I� REINFORCING BEFORE PL.ACEMNET OF CONCRETE ' ' / /! / �`'' J I _i "" lie ----- _w_- .,, - -_ - ---- -.--- ---- -------- --- ---- - ---------- -- - ` I \\--PLCr -T - ... " T r' , r -- CONTROL PANEL - ------.._.� / �� c?.Fj' /! / t9- .:,z:i";`a::.:.. .::.. •.,., .....�,.,,. ,...._.v....._..,_..__. I IM/HP80 C01dPRf.-SSOR All? PUVP �,! 3 REBAR (fi 8" EACH WAY IN FOOTING r ! r ! ' ! `r' t, r. .a.,I d ,." - I r / ,' ' \� rte' APY,ROXIMAI'E LOCATION ( ',!' 'G TLI iT Or '?E°4ALTt �. � I I � 3 ` - / Y" PROPOSED t4' BU% 5 OF Ii ELL HEAD I',:., .' A..t. t'� 'r k,.t..;i�+ (^C.A.r..;4; y a i" il L. I �,C; l;lyai t` 7 P4 / /�J 'J �'� ' y'l ��� �.�� -1>FtOPOJE� HYDRO-ACFION t9Oft, ELECTRIC RISER DIAGRAM SEPTIC SY:3TEM RETAINING WALL CONIROLPANIIAND -_ - _ AIR-.I?TP.P ON M'x 38"z B" :/! 7l^!EAN OUT Y'11TI 6x8 1 N .T. S. N .T.S. I -- �� o 167/1n-ll R- a ,w...,.w.�.".,..k.-......_.......,�.._ ' yy yy ,- -, I ' m GS=�;�: �,'! ,' ! X72.58 <'` ; -.._,_ ';'`:,,':.r!/;; '!' .,. ._..,...w. __ + o / / v �� FRAME ;...__.w.._^ r._""4 w ....:r. - �� �ATP$6IIDAG lfl" AAOPE �PRO12 VENT LVDOSED,' SH.FD ! i', i'C',''"i -•• t � r -. .... } 1 w'.. / `��// !, BRADS rM CRARCOL FILTER T ( -- �. ', ; , ENLARGED x::: I I -� / h T PROPOSED fJ�111 1XII _._..._...,.....-. : ._. :.....'. .. ~ t g Ft `z jl / �/\ \� 1`IEW C\ F:+t Y� �(1.. t' S [T7 a aK.d gs, -- t- SUNROOM " to v 144 ' ! ' t \ KK DRIVEI�Ay I ! 11 1� �'".l` , GAF.. FL `� s 5,7 \\ No-3 �f ! �L APPROXIMATE LOCATION „ .._ . .. ..".V . . I ':• wt, _ q , 9 s k I _ , `\EL SANITARY SYSTEM I t ._.` ...m..-.. ... , I IDA^ t,+ ,, ¢F a3 ve �vx W _� � f J ' ! Il I /'.•"_� \ �,.,-�.'.., � �\•�?;' -� -'------ ---OI' SANI` Y ! I I ,'�, Cl-(..7i',..,.i..'�,rr. ';'rs f�'4 {,.,,(Y r3" 1 ti rh..3t: TESL' HOLE BY: 1 /I ' 11 r I 1 ;I D 1 �. h�\' <' acs' �0 2 , ±92ft. !' �\ i y" ^w i' iClr.l *'rl r Jd 11 ! ! \'*Tj j3 1T' �; --n I n 1 f u z ;ri;. r.i 1 , w.a (� y E C/? /, 1 1 i 1 I ♦��/ ;�\\EOI�q �1J .. ii J --- ---;e" CP McDONALI) GEO4)CIENCE, I ' DATE: APRIL 10, 2017 z {`�' • _ �`' /i/!/ r/ �/' r 1 11' r' �-------- �;>, 1;C� � y`�,✓�,' I''iI� I ltlrt � ''"�f .. _._,..-_..,.»._..................�.»...,_ ._,.,.�.__wti,._•.�,,...,....,..,,».,,.,....�.,.,._,__v_.,._..w.� � - ---- - __ __ R } ' 1 11 / --- - A'D 1110F Xl� 1,, 1 FCIStLYC � { _ r / /�/ / /' / I - - il�•,F`�,'[x' >��.\, `C.:X 1 .I 1rFL1.READ {..d_.....-...._..4.. ,,,.a t._, r, ,t.,I� I"-.f "S C' YIn EL. 0.0 i r / r 1 ,' s14--- k, r f150ft. :.'_',.',_,.,, ., . tit° r.;al,i .1 : *� -- 1 �� PRL 09 D I 11`Is .. v -- `/ �.Q G� QRt s��! n i .,t,,, y• �; li�^u i 1 -PROPOSED Q� K �• � 1,`1:,.... ., r 'i�t.,...`.iDL:i'u ry *� Sit BROWN SILTY SAND. WOOD DECK 1_ ✓ I' ' EXISTIN'� 5'I RY NO QTHER SAN SYSTEMS ;,- - r , T i-1:n'" f <-' . _ �� T ��. IIITHIN 150ft. OF WELL HEAD Y i _...,.., ... _..w.,...,...�._..,�.,._��.,....N ._.W�........»._.._...�.,. _.W.,�,�.."„ S �` Y`_. EL. 3.0 �' ! r` r / JJ l _==_ ._ _-_y rR\RA�IE DIYELIaII�G, BROWN FINE t0 1 1/1 / / r ;' 11'r1/ -... _- ^K; EL 16�fi.4'�''\��c r I! D�, `t A y :w h f,k PN/E1 Sll 6'I / 7 / / ' I J ! ,I I v _ -: = Xy l \,yYC�.&4 5 �k >' I \ ! w .. f: r. e I PLC CXNTR2 �� `� . !WW carscssnz COARSE SAND, / \ -_ - _ 111 I 1 Y ;' - ca 1 .•} I r.: ---- EL. 0.6 _ t1 - ✓,X1 \r:<<r'`�c.K w+\ C t /, f."„.. ,,. .,.,'i.:,(e`,`4!!^�'„trr ."}�I ,tet 1.LMp=•'.'s}, 1: I 's': ,, ,€ r WATER IN PA!�E BhOIfTi �•�••� �I 1 i - I w, ! I (. .�f� n ,c� \ 1.J ,I 1 ! I ` ---' 1 r-•�f � 'is t" /", ;rw, ,"'i r", .b � .i - ..s .., V ..J AND. r ! I } ..'�`+i: , ...._, r.;•'y srI _ - li I FINE TO C AI E S >� '1 ! I ! ! ; '� ,_� I -- -- I -- EL.-7.0 I I I ! I I , \\ 1 DIi 1 PROPOSED ED I i+'t:.a "+ Tri'Irl IiWS4. i.1 1;' t r t ! �� �J 2ndMRY STONE AAUIrAY (�'' I 1f +. 1 +., a 11 r I' "� -` � , ''';. CATER ENCOUNTERED a y I I l 10.0X3.0 a S t \ w.. 1 B 9.4ft, PELO STJU C t r! I A E -•--•r I • ! I ;, I 1 ,' 1 ,.','. a'. t,,,' I I I , to 31 I \ \ Ctlbt OSI I R KEPS t Iv 1f00D STEPS\ ANDPLINDINGS P x�jl NGJ - -- `O FLAG f' \1` _.. -FLAG 8 t I . PKOF'OSE(� 5EP"1" J G SYSTEM 13.1�t = ___ = - _ - -_ ----_ - t '-' =_ - _ � -�.�. ._ : �-_FLAG � lJ Imo:r-.'',.' '`\� 'I- _ FLAG-= � - - -�----- -r�'�=�"� � r No:7 3 DECJK OOM HOUSE No:s S 6O° O `�'�T�_- -CALCULATED- 117.44 _w ...._ . .. _. (N -LEACHING, GAL_LiES 4' DEEP t+ (120±-DEELI) .�,... ,�� .w . .9.�. ..,,... ll! - EXSPANS I ON GALLEY AR FJ 11A 0 (�AQ U POND = J;'',i``IJAP I t> AN - 40 A I H I [7 fz O - A C, I I O N � =_-- REV 15 1 Q N5 >w,,.,,..e�.�.w.�.�...,.�..�.»..,r.,..."....��.,,........ BILL OF MATERIALS G LEAGHINC- ` GALLEY (LONG CREEK) (UNDERWATER LAND) ' ! ITEM P/N DESCRIPTION CTY, 12/20/2017 (CHANGED ELECT I G TO A I P. LINE) '{ E= EX S P ANS 1 C�'. OA L L E Y -�. .�.�...,...�..,.....LL.w...r.......__.........._. I _ t^I,4-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 ��- , - - _ `- -, Jt --==�� �' O1/2`�/2018 ADDED P,DJAGF-NT PROPE(zTY WELLS 4` `• - A 180052 TANK,PREIPUMP 400 1 ��' Pk,OPO Jlv�� DKY�1''ELL T '' -FLOATIIt G. _ �� '�•"__ ._.. 1 8 130002 KIT,9NG 2 TANK CONNECTING STANDARD 1 ..r 6 '100110 ASSEMBLY,RE-CIRCULATION 24S COMPLETE 1 -7_ II II T I j s , T, T �r ` j 00D DOCK -� SAN I ARM. ADDED SP G 1 F•"IGAT IONS F O(� AN400 6 0 .4N400.P AN400 WI PLATFORM COMPLETE 1 _-- ! 12 - PIf.OP05ED C.ON I OVI< S CA.1�Ij r 1 2 0 METAL RA�Y1P-�•-�j,� I „• I' - - �y�t�".,„._,»,,,,,,,,„,,,.,,„•.,,,,,�,".,,,,,,,,,�,,, ...M ��__ 2O.Ox6.0 E �EC50.30.L-80-PLC OPS,EC50-30-L-80-PLC 1 2.7$12.3 11 i,!' .. ,...4d.......,,..,,-...,-„W."..,.�,.,_..",,.,.._H..... DOCK --- -- DOCK alitl,, 'i;`p�• ' r. t46.9S I --- - ±50.1S - I _ - -- _ SCA1 „� 101f0 �_ 05t . 0l 06 . 00 - 040 . 000 I // i 9 6 rI I •�yu..Avvcn n2. 5 NTpGEzNz�.R.nE.D2U CTION SYSTEM �STEM CO-HPLETE 0 MH"TTA�- AREA TO DEED LI, 1S. _j425 LCE j h):d �iire I r I 1 i 11 20,899.08± Sq-Ft. 0.48± ACRES T I y ELEVATIONS IN NAVD88 SOUTHOLD , IT .� . t 1 '9 7 .1 � LOT COVERAGE CALCULATIONS: ii ROOF- % -- es % SITE PLAN LOT AREA: +/- 18,945.81 SQ.FT. = 0.43 ACRES DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS F ; , l -- f • _ _ FRAME DWELLING = 2,160.00 SQ.FT. - � Fl �-� M1 dl �� , `f h, . OF WOOD DECK = 336.00 SQ.FT. RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 "; j� =I, ��I �IIII -", �; ` �;{4 I' III j'' COVERED PORCH + STEPS = 171.33 SQ.FT. V-O„ DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. ,.%i ''JJ�� ,� _ �. �� ANDREW E. TOGA STEPS + LANDINGS = 83.00 SQ.FT. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. KEf,DESIGN ASSOCIATES LLc AND WOOD STEPS = 59.45 SQ.FT. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft,CELLAR ENTRANCE 55.00 SQ.FT. residential & commercial design . consulting � = G LINDA M. TOGA SHOWER = 21.00 SQ.FT. TOTAL AREAS = 2,755.90 SQ.FT. ROOF AREA = 2160 s ft APPROXIMATE LOCATION-Z wN-`tv, o°5•0p0 PROPERTY LOCATED AT: LOT COVERAGE = 14.54 q/ P0.Boz 1675 Phone: (631(433-9084 OF WELL HEAD `�,oa,°6 F°�M�R�� Southold,New York 11911 E-Mail: ssbn654eptonline.net oR CNTAXP �� q v = A x R x 2425 MILL CREEK DRIVE (WEST) tiN�� EL1CN �' �s Kehl Design Associates,LLC o formerly D A K Associates,LLC A = 2160sq/ft SOUTHOLD, NY 119" 1 R = 2" RAINFALL = .17 ft �'�;-;'"9•�,�,',.,"'���'�'" '�..,,,y�_n,;,._ �,,,, NOTE: SANITARY SYSTEM ���� ( - - OWNERSHIP & USE OF DOCUMENTS: NOT LOCATABLE13 3N. . ` Q\ S CTM 0 0 0 -051 -06- 040 C COEFF. = 1.0 These drawings and specifications including the CAIv Op° 4 s I 11 ideas, design and arrangements represented .013� -g ti 1G ����� `�'� O AREA OF DEED LINES: TEST HOLE BY: V = 2160 x 1 x .166667 = 360 C.F. therein, are the property of KEHL DESIGN 0 og O� McDONALD GEOSCIENCE ASSOCIATES, LLC. No part thereof shall be V00D �y0w R NgY4� ti/ o� o��• wl� copied, disclosed to others or used in connection E pG� o DATED: APRIL 10 2017 with an work or project other than for which � - 20,899.08 SQ/FT ( .48+/- AC. ) 360 / 42.25 VERTICAL FT. / FT = 8.52 V.F. y y prepared ti ' the have been without written consent. e �� USE (2) 8 DIA, POOL 5 -0 DEEP = 10 V.F. ELEVATIONS IN NAVD88 EL. 10.00 OR REV: YI�� SCALE : 1 - 20 / = PREPARED ON FEB. 29TH 2020 360 / 22.3 VERTICAL FT. FT 16.14 !Js Ofd• QI, �1 SM BROWN SILTY SAND I DEEP 18 V USE (3) 6 DIA. POOL 6 = V.F. GUY-r -PROPOSED : I ©% WIRE '':--V°x� TRENCH DRAIN EL. 3.00 POOLS TO BE PLACED ON OPPOSITE SIDE OF n '' ! ' • � 15'00 No i� °Gj� 50�� WIDTH"-,, BROWN FINE TO ' ._.-"--��-�-��- -- - '. � DW HOUSE AND/OR LEADERS TO BE PIPED TO • �`� o SW o C\,? Q COARSE SAND POOLS (1/2 OF THE ROOF TO DRAIN TO EACH f. POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC r 91 �' PROPOSED G\2 W 1000 GALLON +o EL. .60 SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). °'► II PROPANE -TANK Loft. WATER IN PALE P•LI[vI: ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA t F PROP 'D %' SW BROWN FINE TO RETAINI ' ' ,WALL i ;�" DWELLING STORM WATER POLLUTION PROTECTION PLAN: WHERE TRAFFIC IS TO BE PRESENT, COARSE SAND �? AS RE( t [RED ii WELL WATER SITE DESCRIPTION �I i t (T.W. 1f•5) I ;� • 00 1000-051.00-06.00-039.000 EL. -7.0 IF A MULTIPLE POOL SYSTEM IS USED AROUND THE LAND NOW OR FORMERLY THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: i DAVID & MARILYN FUHRMANNNATER ENCOUNTERED HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL WORK NOTES: •� P OSED g S LINE 1 _-- PROPOSED (1) CLEARING OF SITE IN AREA OF CONSTRUCTION. , j ,A 0 'G WALL I h E I RETAINING WALL (2) REMOVAL OF EXISTING STRUCTURES THAT ARE LOCATED IN THE CONSTRUCTION SITE. 9.4FT BELOW SURFACE BE DIVERTED TO EACH POOL. ' \ ° ' i '---� A(T. EQ11 5)D (3) REMOVAL OLD SEPTIC TANK AND REPLACED WITH A NEW 2000 GAL. SEPTIC TANK, I FLAGS O (4) INSTALLATION OF NEW LEACHING POOL No:2 ",,P OPO D • G _ -EXISTING__------ (5) CONSTRUCTION OF NEW ADDITIONS ' HSANITARY SYSTEM HYDRO- ION / � (6) CONSTRUCTION OF DRIVEWAY ;AN400 . TO BE ABANDONED (7) CONSTRUCTION OF STORM DRAINAGE COLLECTION AND RETENTION SYSTEMS TO ]4A ' -�' X/ -±90_ft. 12 RECHARGE THE RUNOFF FROM A 2" RAINFALL. 6- ` 6' 4` > (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES c3 ' y ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES, pR ti�� APPROXIMATE LOCATION NOTFOR 4' "W • `� Jo r'J '�` DIST X. "/ OF WELL HEAD PROPOSED HYDRO-ACTION CONTROL PANEL AND „-0- q a i J�. 5 0 -- f --- ? ____ GENERAL SEQUENCE OF SITE ACTIVITIES: - c� O 9. 1 / FLOW ��,��. TRU�T'I ��� E- , .. �. ti��~ C�0 �� O ��'� AIR PUMP ON 36"x36 x6 WITH 6x6 10 10 WIRE. 5.6 -" " W � j� / i � • ,� owe ' �+ ,. 22.58 , ,, , - FRAIv1E - USE UNLEvc. PROPOSED Al VENT LINE AT PROPOSED (1) HAY BALES OR SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE \ ¢ i i; ,BUILDING 1 ABOVE GRADE SHED SITE TO PROVIDE EROSION CONTROL AS NECESSARY. 1 u j >`��u u N � CERTIFIED a° A �. WITH CH COAL FILTER, GARAGE PROPOSED 4.9 (2) CLEARING DEBRIS AND CONSTRUCTION, DEBRIS WILL BE REMOVED FROM SITE IN AN t ,1 4 ,f : - .(GF 13.7) ; ° DRIVEWAY EXPEDITIOUS MANNER SLOPE 4" VERTICAL y� ,F •.. r F. , FLAG , �' SUNROOM FACE o .. �+." �. r ' z ' ! ' �y ti/ (3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE o`�` �� " �` ' B 'ate rz 11 No: . DTI' O 5.7 (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND I ��,' \�,' f 9.1 �� rPSHOWERD _: �' �� APPROXIMATE LOCATION PERSPECTIVE VIEW �. E I ` E�. t ti COVERED WITH TARPS TO PREVENT RUNOFF. BEDDING DETAIL w w I • ;�• OF SANITARY SYSTEM 7.17 : 4.00 23.4 �. ~ (5) INSTALLATION OF DRY WELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS. THIS ±92ft. IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED mac: R P POSED-, / PROPOS I, tib' n ANGLE FIRST STAKE TOWARD l 36" MINIMUM 2x2 t q F i • "'COVERED PORCH l'�' PROPOSED t- ,� L R ENTRY STONE WALKTM1'AY AND TO INSURE MAXIMUM CONTAINMENT. PREVKx13LYLAID BALE. y�-� FENCE POST CE 6 INSTALLATION OF ANY UTILITIES REQUIRED. r� 0X5.5 - FLOW lC ^� �' �� WOVEN WIRE FENCE (- (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT ^� r^. ^f=�' 1 EXISTI G L.. ''' / y� ��, (exa - 10/10 WWF) SH019 R 14'0 --- o PROPOSED 15Qft, RUNOFF AND STORM DRAIN CONTAMINATION. ^}� z - 6.00 (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. r� 2L- ^ FarERCLOTH t -SEE%N ES- ,.- PROPOSED -EXISTING NO OTHER SANITARY SYSTEMS WOOD DECK 2'"STORY ' O (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE PIPED TO DRY WELLS. ^ a --_ g WELL HEAD WITHIN 150ft. OF WELL HEAD. ^ copF ^ n (: ! W �/ - ETA r^ D FEEING%;,'; ',M (10) PROVIDE SEEDING AND RE VEG TION OF ALL LANDSCAPED AREAS f •` - /No: 2425% ' ,'- .'; 1 1 PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. �''�-^� _ 2 \ ) � n BOUND HAY BALES EMBED FILTER CLOTH F (FF 16.4) '. , ,,; DW W (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ^� �' PLACED ON CONTOUR MIN. 0" INTOGROUND = o, o i, F, 'PROJECT: 14.25 'o '15.45 " E� .10.05 7' ^ I � ,� � • -" b • � � 2 RE-BARS: STEEL PICKET'S OR �/ • NOTE: N. ��, ,� tib' ti HI GENERAL POLLUTION CONTROL MEASURES: DRIVE STAKES FLUSH WITH TOP OF MA)UMUMDRAINAGEAREA n .. 2"x 2"STAKE81 S to 2' IN GROUND � W O �°cO CN2 AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION HAY BALES. 112 ACRE / 1000NEARFEET �4 C"Dr - -t4 DIV LEXISTING ANCHORING DETAIL CHININEY o ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT SECTION DETAIL SEE NOTES�� CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE - `,2 r O -H, ---12 STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. STRAW BALE DIKE DETAILS I �` CNI -- SILT FENCE DETAILS , "off + ----U� to (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE +I J ;- ,�j __- _________________ _- 8 PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS __ - F__ ____ --- 2425 -- __..__._ SURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. MANHOLE DETAIL I so' MIN. TO INSURE ' EXISTING - ` I, WOOD STEPS-----COMPOSITE 4 (2) EXCAVATION AND ESTABLISHING A RO GH RADE IS TO BE ONE N SUCH A CAST IRON INLET BUTSUFFICIENTTO KEEP FLAG� , . © -- IU G D H CREEK DRIVE �' ET _______STEPS AND__-__=_'�• "FL ___________________ - -- -- OVER TO GRADE. SEDIMENT SITE AG l T MINIMIZE THE EXTENT AN LENG H F ME SUCH AREAS ARE GRADE HAY SAIL AND/OR NO:4�O� N . ------- "__ -- = _ -- BE - ----------- J! --- LT FENCING ---- LANDINGS SOUTHOLD, y' , No:6 21.5+ EXPOSEDANDUNSTABLE ALL EXCAVATED AREASTTOOBETILEFT FALLOW ARE TO FRAME SOLID OLD NY, 11971 '�3.1±\^\_yt_______________ --_=-- `------------ SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL BRICK MAY BE USED TO REINFORCED,4,000 PSI ------ FLAG ADJUST CURB INLET CAST TRAFFlC BEARING i _ - - CONDITIONS. TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL IRON GRATI &FRAME To CONCRETE SLAB J R :i MAXIMUM OF 12 INCHES. REINFORCED 4.000 PSI -�;;'�;' ,�,rp;SJ`y�;ti: :t<!c':{:;ti....r^.4•� .c-:+',';;�;:^;•.::',;;.p fG `\\ O ' ' °CALCULATED 1 1 .44 O SURFACE ELEVATION A 6 y h ':`= <..: . TM: # 051-06-040 S 60 20 16 CONSERVATION SERVICE RECOMMENDATION). PRECAST CONCRETE ;,j, ;:_ :.,.., s No:S CATCH BASIN g (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS STANDARD STEPS ^'''=;�.FF,,�'>�?�',�;��=tin`''.•r'��y�,�^�'Y•'`�`•..'^',=s;^ •� 120±-DEED) •16`O.C.-TYP. �,, p 'i[ c4 ;' !,.; z ( MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE Off•.;-:R =' y - \-ARSHAMOMAQUE POND DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH -To ,.,,,,,.:.. .. N bE :DRAWING 1"ITLE: GROUND COVER. MIN.6'WASHED � :�;,';�' ;;,(•,"' ;'�:;, �� �_ STONE BEDDING - t _ -- (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO n (LONG CREEK) (UNDERWATER LAND) RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE STORMWATER SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER of NOTE: ALL DRYWELLS ARE TO BE LOCATED A MINIMUM OFCONSTRUCTION ENTRANCE FOUNDATION OF CON ACTED MANAGEMENT _ Y. THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. 20' FROM ALL LEACHING POOLS AS PER THE SUFFOLK COUNTY Fn LL`Tole(Mien.)ABOVE"EXISTING GRADE FOR OR NAOE.A FLOATING (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO DEPARTMENT OFHEALTH SERVICES. CONTROL PLA( WOOD DOCK PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO I METAL RAMP_ by 20.0x6.0 REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND PLAN VIEW 2.7x12.3 / ,',1' DOCK r7NCKRURran®oowoFMTRAI NO I ES: ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 6' OF rT=K ,WGR=, DOCK ±46.95 CRUSHED STONE. w°'".w"".,.7 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE TYWAL.A� L °" I DESIGN PROFESSIOIIAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS MILL BE ±50.15 (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL R 0 A D E"'ITIN GRADE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE k �- CONSTRUCTONENTRANCE-FOUNDAlONOFCONPACED FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND � •+• 1 3/L•STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. ) DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNWI OWII OR SCREENING. d{;:.1'. cS„-: `,'S F± ``new ELL TO (Min.)ABOVE EXSTNG GRADE FOR DRAINAGE, I CROSS SECTION UNFORESEEN FIELD CONDMONS AND OR ADDITIONS BASED UPON COKI"IENTS NOT (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. VIII ❑ FORMALLY ACKNOWLEDGED AS REVLON TO THESE PLANS. 8 ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL VIII 0®®®®® ( ) 11111= o® ®®® TEMPORARY CONSTRUCTION ENTRANCE ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY °4 ❑❑®® om� .�._.�. SEAL: DATE: STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN ll111- ❑o® � ,�� MAY 18, 2018 __ ❑13 - l� MM PROJECT NO: ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY 4 �f11 0®® 1 = ©COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE T T AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION __® PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT , 1032-2018 SOILSTOCKPILE __ _ __ _ _____ CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF =11111 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DRAWN BY: STOCKPILE SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND = ;,,�'." '�,,� Ili KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. • UND ; PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. BDK STAGING AREA (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO "�•'" �r�-�- rrwe. CHECKED BY: BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE Acceptance of these drawings does not authorize the right to build without the authorization �p PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION �pieal Section @ Leaching Pool of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building SHEET NUMBER: H[AYRALES - - - - TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH Departments, DEC, FEMA, etc. Verify all condifions, codes, and requirements with such CONTINUOUSLY. Scale: NTS agencies prior to construction. s r SILTFENCE - ❑- - -❑- - ❑ - ❑ fl- ❑ THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. �j REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO SITE PLAN DISCLOSURE: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITS O F CLEARING LIMITATIONS A THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH > THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL SITE PLAN INFORMATION IS BASED THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. DOB NUMBER: OF MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY ON A LAND SURVEY PREPARED BY 1• AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) & AREA OF PROPOSED DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE LISA McQUILKIN LAND SURVEYOR r ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. LICENSE NUMBER 050211 2 RIESCRIPTIVESI RMETHOD OFOR ONEMADND TWO FAMSTEEL ILY DWELLINGS (AISIS-230) sp KMDFSIGN•ASSOCIATES,u.c LAND DISTURMANCE DATED MAY 31 , 2018 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROJECT'DESCRIPTION: SITE PLAN f• �w� Lorl='30.0' CApplicant proposes to, remove I seven (7) mature Proposed Deciduous Trees (green) WaNd. within subject Propane Tank NWPM "M DUN property due to their proxmat6 locatio-A oto the Ncd 1 y DW proposed activitiesapproved via Town of Southold TREES to be Board of TrusteesNo.-'930 dated,February 13- 2019. Old REMOVED C3 CA .77%. --PB -�J Vis__— --� : � C.�, ' ' Zlw RUAINING TAII U i. MAY 1 3 2019 Kok z HYDRO-Am MWARY RM Z tM49 I' "M z 10 BEAM VW 0 z Z APPROVED BY G a,AM 3 M C 0 1'� 8 ENLAR U 8 F.. . BOARD '.w4 BOARD OF TRUSTEES TOWN OF SOUTHOLD i i ROOM,' C5 01 0 DATE V 0 ED, ID /cam EXSTING L-ST �=_i '"FRAME D Ili I � I � - - �� � � H ILM 7CRINNEY _-12 Easoc MOVE= EAQ y 1 WOOD SrEps—COMPOM SM AN �4 Q LWDWS r MCC b 0 'b N, su- OAS CA. b -La 2 ARSIIAMOMAQUE POND E FLOAMNa WrAL RW WOOD DOCK In M U TEST HOLE BY: G McDONALD GEOSCIENCE APPROXIMATE IMTIONJ i �lA a Op50 DATE: APRIL 10, 2017 OF BELL HEAD s ,a8�01`t 00 EL�• A EL. 10.0 �+ SM BROWN SILTY" SAND. 3.0 NOT LOCATAB / lam\ SW SANITARY SYS= SOWN FINE TO v�� WOO y �Z COARSE SJILN . p51• Og gtG t(� °} o� WATER IN PALE BROWN sw t;may" Ate-via o ��' �V EL-?.O 0 COARSE SAND. o FINE r f � �� BAYER ENCOUNTERED 9.4fk BELOW SURFACE '� PcNCH W� - 1TRENCH N LOT COVERAGE CALCULATIONS: N1 l ° De LRT ±18,945.81 Sq.FI. = 0.43 ACRES 919�� FRAME DWELLING =2,030.12 Sq.Ft. \ 1 �N1 WOOD DECK = 336.00 Sq.Ft. PROPANE TAN[: fog k COVERED PORCH+STEP_ 171.33 Sq.Ft. PENS I STEPS+LANDINGS 83.00 Sq.Ft. ..�� tiWP NINOc WALLW ;l DWELLING � WOOD STEPS _ 59.45 Sq.Ft, As REQUIREa 0/�� / CELLAR ENTRANCE — 55.00 Sq.Ft. l (T.W. 11.5) w 0 1000-051.OG-06.00 M.aoo SHOWER = 21.00 Sq.Ft. LAND NOT OR PORIMY .TOTAL AREAS =2,255.90 Sq.FL `1 RODANE to}o TH DAVID & YARI.YN FuHrd NN GASPROPOSED •LOT ALONG WALL MB4. G E ti RETAINING NAId COV' AG�'i = 14.rJ4°ra ` 1 w AS REQUIRED PROPOSED G G HYDRO-ACTION SAllITARY SYSTEM JAN400 I/A .150ft. t2I TO BE ABANDONED 12 �vicel / ' r tD it2ift `ag ��Of P� PROPOSED 4% ti APPRO%dtATE LOCAT[ IWELL Em Q + f3 / o .` D UTION�% _PROPOSED HYDRO-ACTION CONTROL PANEL AND 1:4 ��1 // !,* 8.g .. '�a — � AIR PUMP ON WzWxe W=W to/lo WIRE. R /� iy i 5a ±27.1 X. /PSED AIR VENT Ar PROPOSED' FRAME T ING 18° ABOVE GRADE SHED MRCBARCOAL FTfrER. 0 INIAR�iED PROPOSED 4.9 :'• c H ISG 28 �Z g'GARAGE% tiS� DRIVEWAY !SUNROOM E 1 No 3 9 De /{Es.GF 13.7) 5.7 *�•: o • ' , #3a r 'PROPOSED', , , ,�� APPRO)MIATE LOCATION-\ j y l( f3� 7.17 frr,- ;-7,ao 23.4 ti of SANITARY sxsrEll r 1PROPOSED �" PROPOSED%; ,`� —PROPOSED a I cE0 LAR ENTrntI f, i.g;;};; oats GQ q / ! ao$ss 2nd STORY.•r m,� STONE WALKWAY t1 c / ]OIISrIIdG _;:14;0 8l j� PROPOSED �sER HoaoEres. eaoposEu�i!: COOED PORCH�s.00 150ft. WOOD DECK EXISTING I NSTORY%` 5 EBESTING No OTHER SMARY SYSTEMS tig• STELE.READ 111w 150[L OF WELL HEAD. FRAME DWELLING ( I RG /.142 �o 11545 .. �W C+'j t41 De EJ IG 'R C\2 CHIMNEY CEJ �w Go r-12 cv 10 jf IIS E%TS�fR�G --B I � r g WOOD i 4 No-.4 'S STEPS AND LANDINGS No. — f ` Ma ' ASO°20'lfi' 9CALCULATED— 117.44 N°7 (120±—DEED) �—ARSHMOMAQUE POND (LONG CREEK) — (UNDERWATER LAND) FLOATING METAL RAMP WOOD DocE 2.7X12.3 NOTES: »;�;; ; :,,�,;, DOCK DOCK ;;,,,�i;;;,.i::,:. #4&9S tso.ls •PROPOSED SANITARY SYSTEM DESIGN, DRAINAGE DESIGN & RETAINING WALL DESIGN AS PER SITE PLAN BY JOSEPH FISCHL?M, P.E., DATED: DECEMBER 20, 2017. •EXISTING SANITARY SYSTEM IS TO BE PROPERLY ABANDONED. •EXISTING WELL LOCATION PROVIDED BY HOMEOWNER. •SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. • MARK-OUT NOT DONE AT THIS TIME. SURVEYOR is NOT RESPONSIBLE FOR SANITARY DESIGN: UNDERGROUND UTIL[TIEiS OR STRUCTURES EXISTING CHIMNEY & SHOWER TO BE REMOVED IN TMIR ENTIRETY. (THREE BEDROOM SYSTEM) APPLICANT-OWNERS: DRAPING INFORMATION: (DESIGN AS PER JOSEPH FISCHETTI, P.E) (1) HYDRO—ACTION AN400. ANDREW E. TOGA & LINDA M. TOGA SCALE: 1"=30' DRAWN BY: R.K.H. '(1) 4'0°DIAMETER DISTRIBUTION BOX. FILE No.: Q199-11 •(3) LEACHING GALLEYS N 4'0"DEEP. PROPERTY INFORMATION: DATE: JUNE 16, 2011 •(1) ���GALLEY. UPDATED: APRIL 12, 2017 " AREA TO DEED LINES: 24,899.08± Sq.Ft.=0.48± AC. ADDI'IONALMAPPING:SEPTEMBER 12,2017 ' ;y.u 7` ELEVATIONS IN NAVD88 ADDITIONAL MAPPING:NOVEMBER 1, 2017 c� R '� :.� LISA MCQUILTaN ADDITIONAL MAPPING:DECEMBER 5, 2017 ' ` ADDITIONAL MAPPING:JANUARY 26, 2018 LAND SURVEYING SURVEY OF ~ ., • ;,.�.. � ,; ; ADDITIONAL MAPPING: MAY 25, 2018 --- DESCRIBED PROPERTY r K' '`''` 274 EAST MAIN STREET ADDITIONAL MAPPING: MAY 31, 2018 � a . �. .,� AT SOUTHOLD, TOWN OF SOUTHOLD, r r-r EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK TEL: 631-277-3605 SCTM: 1000-051.00-06.00-040.000 a `" ' ,�� FAX: 631-277-3906 UNAUTRORITPD ALTSRdTION OR AMMON TO TILS SURVEY IS A VRRATWN OF SECTION 7200 OF TBS NEE YORK STATE EDUCATION LAT.COPIES or TO BE d TRUE VA UD OR EM 1Nf SO@YE LA THfS mu YAP NOT REARING TEE ND YORS �D BOSSEp SEAL ARE NOT CONSID686B tAD COPY.DIbTANC�SHOEN FRO!( PROPERTY USES TO EYLSRNG STRUCTURES ARE FOR d SPECSP{C PURPOSE AND USE.AND ARE NOT RVISHDED TO WIDE Di'CIE ERECTION OP PEfiCBS OR OTRER STRUCTURES.CERMICATION INDICTED HEREON SEALL RUN ONLY TO THE PERSON POR WHOM THE SURVEY IS PREPARED AND ON ES BEHALF,TO TO COMPANY OR AGENCIFS USED HEREON AND TO TEE ASSIGNEES Of TRE LENDLKG W f1TUYWN.CERTff==NS ARE NOT TRANSFERABLE TO ADDITIONAL WT[F MONS oil SUBSEQUENT OENERS. n A s1F jrTT T rnTti7ln TTTTf7,, - ^TTMT+n:+. TEST HOLE BY: McDONALD GEOSCIENCE APPROXIMATE LOCATION �p ppg,ppp DATE: APRIL 10, 2017 OF WELL HEAD 1180 1p8.0 OB���LY +I 100p�5NOa CtA CAT ` wi EL. 10.0 SM BROWN SILTY SAND. NOTE: SANITARY SYSTEMw - EL. 3.0 TO SW NOT LOCATABLE. � �\ BROWN EINE v F►►� p04 � COARSE SAND.. pp�p8 Up'�rgL'I 5 � - E4 0.8 1p0 � R• O�O I� LDGE OF {ooh j SN WATER IN PALE BROWN / FINE TO COARSE SAND. ��D )j►7� 4AVE�'LNT ti �ti EL.-7,0 ° WATER ENCOUNTERED III r GJ6 9.4(t. BELOW SURFACE I C�LEF'� VIA) ED W[E �4pL TRENCH DRAIN _ 1 ' o No:l DW WIT LOT COVERAGE CALCULATIONS: 1I`i113°5� �� O Y --� OT : ±18,945.81 Sq.Ft. = 0.43 ACRES CQ p °f 919 \ 0• PROPOSED ° M FRAME DWELLING =2,030.12 Sq.Ft. 1000 GAaLLON -H A WOOD DECK = 336.00 Sq.Ft. I I y PROPANE TANK f0 .1. COVERED PORCH+STEP= 171.33 Sq.Ft. P.LINE I STEPS+LANDINGS = 83.00 Sq.Ft. �, 4f ycE AKIN OPONGEWALL / DWELLING WOOD STEPS = 59.45 Sq.Ft. R I AS REQUIRED 1 l p/� WELL WATER CELLAR ENTRANCE = 55.00 Sq.Ft. (T.w. 11.5) I f o °O 1000-051.00-08.00-039.000 SHOWER = 21.00 Sq.Ft. MR, \ \ I N tii LAND NOW OR FORMERLY *TOTAL AREAS =2,755.90 Sq.Ft. 1 GASPLINE 10.0 tii TH PaoPoseu MARILYN FUHI ANN •LOT COVERAGE = 14.54% IAIDNG WALL IMIN. G 4 L1 E ti RETAINING WALL w AS REQUIRED �.0 2f (T.W. 11.5) I No:2 PROPOSED G HYDRO-ACTION G SAN[TARYI YS TEM IAN400 I/A. '150ft. t1181t, TO BE ABANDONED m ±ML 12 t123ft. / C C PROPOSED Oft. 1✓APPROXD(ATS LOCATION • OF WELL HEAD o �p ., DIST UT[ON BOX PROPOSED HYDRO-ACTION CONTROL PANEL AND "/ / // ��/9•Jr titi �� ¢27.4 5.8 R PUMP ON 38"x38"x8" WITH 8x8 10/10 WIRE. 22.58 PROPOSED AIR VENT EAT �FRAME �BUILDING 18" ABOVE GRADE PROPOSED t,-SUNROOM ED a I1RTH CHARCOAL FILTER. o oENLARGED PROPOSED 4.9 �iGARAGE�$ DRIVEWAY o I Ngo 9 DW (EY.GF 13.7)i`P' 5.7 � o titi #3g� �!�• PROPO$Eb' Illllillll�ll �ti° APPROXIMATE LOCATION o w x f31 SHOWER OF SANITARY SYSTEM Aq�N I GU 7.17 ��`Ci X4.00 l l 23.4 �� 192(L /f I CEPILAROENTRY,� PROPOSED/ PROPOSED -� 'U- lf I L_ /2nd STORY=1,10 STONE WALKWAY tt08tt• y9 ��� / / It3f 8.0x5.5 ADDITION"1111111 ►ems f/% / EXISTING _ / / I ill PRUPOSED Ili SHOWER 14'� $,//CO.ERED PORCIi e.o0 t. 150ft. //• J SEE NOTnS� 'r u;^v32D �;,�: , SA7uiiAG - PO 01HER SANriA4it Ji�TE" / / 000D DECK EXISTING 1�S'�OR�I y� WELL HEAD WITHIN 150ft OF WELL HEArlaD. /FRA (E,DWELLIN 1G�m / y _ (Ex.FF 8.4- .gG 211.9) N DW II R �� fs7 14.0 14.25/0/1545 ` 10.05 CD A ±41 I DWING Uj C\2 Kj Ch CHIMNEY ,N rnp o OSEE NOTES O_ +ice �GC*�2- 12 -8 III ` EXISTING EXISTING - - - - -6- WOOD STEPS-COMPOSITE ° i - 4 No:41 STEPS AND_ FLAB \ _ LANDINGS N0� - ` �S°20'16'x' CALCULATED- 117.44 ND:7 No:5 ARSHAMOMAQUE POND (120±-DEED) (LONG CREEK) - (UNDERWATER LAND) 'b6 e2O. ATING D DOCK METAL RAMP titi0x8.0 2.7x12.3 DOCK NOTES: DOCK 48.9S Bldg Final Dept documents s t5o.1s •PROPOSED SANITARY SYSTEM DESIGN, DRAINAGE DESIGN & RETAINING HALL DESIGN ZBA File# AS PER SITE PLAN BY JOSEPH FISCHETTI, P.E., DATED: DECEMBER 20, 2017. date: 2�/ •EXISTING SANITARY SYSTEM IS TO BE PROPERLY ABANDONED. •EXISTING WELL LOCATION PROVIDED BY HOMEOWNER. •SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. •MARK-OUT NOT DONE AT THIS TIME. SURVEYOR IS NOT RESPONSIBLE FOR SANITARY DESIGN: UNDERGROUND UTILITIES OR STRUCTURES. •EXISTING CHIMNEY & SHOWER TO BE REMOVED IN THEIR ENTIRETY. (THREE BEDROOM SYSTEM) APPLICANT-OWNERS: DRAWING INFORMATION: (DESIGN PER JOSEPH FISCHETTI, P.E) •(1) HYDRO-ACTION AN400. ANDREW E. TOGA & LINDA M. TOGA SCALE: 1"=30' DRAWN BY: R.K.H. •(1) 4'0"DIAMETER DISTRIBUTION BOX. FILE No.: Q199-11 •(3) LEACHING GALLEYS N 4'0"DEEP. PROPERTY INFORMATION: DATE: JUNE 16, 2011 •(1) EXPANSION GALLEY. UPDATED: APRIL 12, 2017 F E AREA TO DEED LINES: 20,899.08± Sq.FL=0.48± AC. ADDITIONAL MAPPING:SEPTEMBER 12,2017 OV: r ELEVATIONS IN NAVD88 ADDITIONAL MAPPING:NOVEMBER 1, 2017 ��'�� �N G.Mo LISA McQUILKIN ADDITIONAL MAPPING:DECEMBER 5, 2017 + LAND SURVEYING SURVEY OF ADDITIONAL MAPPING:JANUARY 26, 2018 4 Z W � v ADDITIONAL MAPPING: MAY 25, 2018 DESCRIBED PROPERTY ADDITIONAL MAPPING: MAY 31, 2018 * e 274 EAST MAIN STREET AT SOUTHOLD, TOWN OF SOUTHOLD, ADDITIONAL MAPPING: JULY 17, 2018EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK � � ���� o� TEL: 631-277-3605 SCTM: 1000-051.00-06.00-040.000 r� 0050 '' FAX: 631-277-3906 LASED D Svc UIIAUTHORIZED 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 SURVEYORS OR EMBOSSED SEAL ARE NOT CONSIDERED TO BE A TRUE VALID COPY,DISTANCES SHOWN FROM PROPERTY LINES TO(DUSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2425 MILL CREEK DRIVE, SOUTHOLD FDATREN HOLE BY: GROSCD3NCE AP DPTE TION 9� 005 RIL !0,2017 TEM HUD n100 g0 p8 Cb'[►1a SI.OA :y VTID�IGY�� I SM DROWN Sj``TNOT IOUTABIE BROWN FISANITARY sysnu EL-7.0 I COARSE SVWATER INg► fT� 1 SOYBy PINE TO Lc LL. - f op VGn" I ®.-17.0 er) , gj, WATER ENCOUNTERED�ItEE�f��� a Ob y6 Bur DEIAr suRTACE III ���°°•0 `° b an. N•:1 DRAIN\ 9 11�J ,gyp/ qh/ �G INET �o i W o� I 9,g5t 7 6 METER TAIL cli® O i lUNDERGROUND CV{W yy PROPANE TAKE P441 w O OI _ WI 1 i I� ���� ce U) Yu = 1 CONCREOE t ♦� _WRIL WATER o x 3;Lu C4 0 •+= `a to co No 1 REIMAMTAININGI DAVID NOT ORFORKERU N POWNYANNU 1O- F g 117 3Lu {[j TEACHING No'.t I I I /Dy♦`yo q GAUEY5 3 1� ,� 4 CTO' / .� _ Q yf f�i 1 ♦ DI�S'[BtBOMN HOI ,Oo p ZAPPROMATE 1= O (/ ////e? el♦' 9 o ANS-{00 OF WEILL BIADnO YYIIRO-A=mI CF.t V .,LAI 27.�-�EtECTR[�otutev�� I////f/J'♦ o° [Bl 1 4` �eF�'=. SEPIICm , CONLEEOE,v vD APRON IA GARAGB ROOYcNGP IS.O ovRSAr ARY D1OP'is110N� SANITARY /t38. 7s x ...123.5 o twat `I I /Yl I , I f ceuAn ROOF OYER j ♦ .` MEASUREMENTS for I %s a,na YeoRCe ,i � [AI [B] p #COYP6c- i I rEEu No.t HVBRoAmOmAN400 21.5 18.0 HE�YE N TWO STORY 2e > Hoz LYLPiR0 D =Bu 14.0 23.5 i,FRAME DWSL G% ♦9 Nay FauBu+c cAUEY 15.5 35.0 FP 17.4-RG 42.4 N°.4 TPaOBQI.CAUEY 27.0 29.5 II / / / / /,off/' $b i % N•a Irec�cceuEr 37.0 39.5 I / / I I rtue:Y• .e, .vYu.aY .o 17.3 SANITARY INFORMATION: 4I I I I I I ' I �ti 9r 9yui M( DESIGNED BY JOSEPH FLSCHETTI, PX) co_12 •(1)HYDRO-ACTION AN-400. I I 1 ♦oy 1 _. p /p _—-�--�—— ID •(1)4'0•DIAMETER DISTRIBUTION BOL 3 TEACHING GALLEYS 8'xVx4'DEEP. I I I WOOD\—COMPOSITE --————— --0-� iuG�11 STEPS STEPS AND- 'A" IN, ND-IANDIN, o' .i iN•�- SIS N�S 0°20'16° '9cAT.cUT.ATED— 117.44 Hal ARSHAMOMAQUE POND (120±-DUD) (LONG CREEK) - (UNDERWATER LAND) ° • PtoaTHlc •' MAL RAMPWOOD DOCS 2.7.= DOCK 150.1L9 m348M NOTES: •SANITARY INFORMATION &LOCATIONS AS PER CLEAR RIVER ENVIRONMENTAL, DATED DECEMBER 01, 2021. •EIHSTENCE OF ANY EASEMENTS SHOULD BE VERIFIED BY A COMPLETE TITLE SEARCH. •EXISTING WELL LOCATION PROVIDED BY HOMEOWNEIL *SANITARY LOCATIONS &WELL LOCATIONS FOR ALL THE SURROUNDING •DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. •SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES OR STRUCTURES. APPLICANT—OWNERS: DRAWING INFORMATION: ANDREW E.TOGA&LINDA M. TOGA SCALE: 1"=30' DRAWN BY: R.I.H. PROPERTY INFORMATION: FILE No.: Q199-11 DATE: JUNE 18, 2011 of NEIV Y AREA TO DEED LINES:20,899.081 Sq.FG=0.481 AC. UPDATED:APRIL 12, 2017 �P� �ZH Q �� LISA MCQUIIAKIN ELEVATIONS IN NAVD88 FOUNDATION LOCATION: MAY 3, 2021 G.MD FINAL: MARCH 22, 2022 y tiQ° LAND SURVEYING SURVEY OF ADD SANITARY PIPING-ONLY:MAY 17,2072 w 4 DESCRIBED PROPERTY * 274 EAST MAIN SET AT SOUTHOLD, TOWN OF SOUTHOLD, r I EAST ISLIP, N.Y. 11730 -�, SUFFOLK COUNTY,NEW YORK TEL: 831-277-3805 ` L o FA11: SCfI[: 1000-051.00-06.00-040.000 \PoOS0 s y 831-277-3906 ED aemfao®u7eearml d lfmime A tm cIDver tl flaLL710N 01 auTmv TLe d Tm m YmIS ntt[rmasnoe laf.arem m Tm sarrtl Yu Mm euovw 1m 111m a mr®sem am em c =70 m A nms rum emr.mruon Satire rem, eroe�r uem m rnsm�s stem.Tum��a seaorc warm um osc um�em DRDIe®Te Tame a ter reansa m For®ae mm eleoaum tmtrstrnt amu7m mane eew.asx Tax m rm nwe roe WATT ra mer[r n rma,em u"a m muV,to tm marWr m re°®usm memo Ho ro tm aa¢ram v rm uam°oa DOTDOTm¢tmwAna°um ao7 Teumlmlete m rsmemeu asmatm;°ae SVASIpaWT snm9. 2425 MILL CREEK DRIVE, SOUTHOLD TEST HOLE BY: G McDONALD GEOSCIENCE ® APPROXIMATE LOCATION DATE: APRIL 10, 2017 OF WELL HEAD �� pO.Op � D��q°�'pC q EL. 0.0 �� Sir BROWN SILTY SAND. LO Lu f W C!3 C EL-7.0 M"SANLTARY SYSTEM 04 pp0 NOT LOCATABLE. �I� BROWN FINE TO COARSE SAND. Ie V Q► Op pp�OM• (� Q Op' OR� E4-a.4 I 1pOp.05O11 pg ,, 100 tiWATER IN PALE BROWN LF ti° SW16C5 . . c(� IpGEOF gj;�tr., FINE TO COARSE SAND. L_ y1p�41ti7 E4-17.0 WATER ENCOUNTERED 9.4tL BELOW SURFACE ly0fti' I III ! WIRE '_�401g•n ti% - No:l 11�A`clu FJ� JO o DRAIN\ ELECTRIC INLET °� I 919yt t t METER WALLV-(I q Q_ Q UNDERGROUND CQ q M uj 4 PROPANE TANK r 44; L I} r DUELLING 86 de I 1 CONCRETE � WELL WATER P �j �Q �' I OQ 1000-051.00-08.00-039.000 _ LL A co 1 R RAINING LAND NOW OR FORMERLY ® Lu "� I r 4ALLI tiff + DAVID k MARILYN FUHRMANx rel r' r a I W FIG 1 / Lp' LEACHING ` y �- No:2 I 1 ' /0ti titi`• � o GALLEYS ly CLKa ILL N �2zU. ` lb t ^ ta0tt 12 I a \ ��° '� DISTRI\UTION BOX stip APPROXHATE LOCATION ; ® (� HYDRO-►CTION AN 400 OF WELL� i J QIx 0 al ti �ELECTRIC LINSS\05 `" ® i g/ 22.8 A .� 27.4\ b.e/ .� U. I N FRAME in `]ELECIR[CC [] CONCRETE ti SHED I / a COVER .: APRON 4.9 op o Xi jlb � SUNROOM �' r. it, 9 GARAGE ' r lGF 13.0 , ---� 5.7 " I 1 f39. / ;'c`;:: I ePPLloxlluTe wceTlox OF SANITARY SYSTEM SANITARY X7.0//: 3B 123.5 ° tazrL ' `I CELLAR ROOFOVER ; ` j � .,,/ MEASUREMENTS e0.5 f ENTRY MASONRY 1 5.6x8.3 PORCH /' I WELL [A] [B] z I o ' / / / I Ii iI l�Ii14.4 I s` •:I' 6 EUD Nod HYDRO-ACTION AN-4co 21.5 16.0 � ON Two STOY2.5No.2 L5I �/ MPOSITE All DECK 111 i/FRAME DWELLING,N NO.31 LEACHING GAMEY 1 25.5 1x5.0 I�I VIII i FF 17.4-RG 42.4 $ NO.4 LEACHING GALLEY 27.0 29.5 I I;'i No: 2425 ,� !li"',I1Ill��ll�il! f 37.0 39.5 i ' to.6 No.5 LEACHING GALLEY I14.4I 17.3 ti.,�' ��,�' o SANITARY INFORMATION: WW '' (DESIGNED BY JOSEPH FISCHETTI, P.E) Z-f cQ az�lz •(1) HYDRO-ACTION AN-400. cQ •(i) 4'0"DIAMETER.DISTRIBUTION BOX. Z I1 I •�- - -* _H _�-8 •(3) LEACHING GALLEYS - 8'x4'x4'DEEP. I II WOOD\ COMPOSITE ���6 FL6H I STEPS STEPS AND oma_ _ _ 4 No:4° \ \ ==LANDINGS- ^° 2"---- 19 N�S 0°20'16 (120±-DEED) 117.44 Not? ARSHAMOMAQUE POND (LONG CREEK) - (UNDERWATER LAND) FLOATING WOOD DOCK METAL RAMP '� 20.Dxe.O 2.7x12.3 DOCK DOCK ±48.93 J t50.1S NOTES: •SANITARY INFORMATION & LOCATIONS AS PER CLEAR RIVER ENVIRONMENTAL, DATED DECEMBER 01, 2021. •EXISTENCE OF ANY EASEMENTS SHOULD BE VERIFIED BY A COMPLETE TITLE SEARCH. •EXISTING WELL LOCATION PROVIDED BY HOMEOWNER. •SANITARY LOCATIONS & WELL LOCATIONS FOR ALL THE SURROUNDING •DWELLINGS ARE AS PER OLD SURVEYS, FIELD LOCATIONS AND AS PER OTHERS. •SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES OR STRUCTURES. APPLICANT-OWNERS: DRAWING INFORMATION: ANDREW E. TOGA & LINDA M. TOGA SCALE: 1"=30' DRAWN BY: R.K.H. PROPERTY INFORMATION: FILE No.: Q199-11 DATE: JUNE 16, 2011 AREA TO DEED LINES: 20,899.08± Sq.FL=0.48± AC. UPDATED: APRIL 12, 2017oH.G.Mc ��� LISA McQUIIAKIN ELEVATIONS IN NAVD88 FOUNDATION LOCATION: MAY 3, 2021 •AQ' �� FINAL: MARCH 22, 2022. LAND SURVEYING SURVEY OF ADD SANITARY PIPING-ONLY: MAY 17, 2022 " R.�9 tt, y.. , DESCRIBED PROPERTY _ :;-� 274 EAST MAIN STREET AT SOUTHOLD, TOWN OF SOUTHOLD, f EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK ,y �� Ap TEL: 631-277-3605 SCTM: 1000-051.00-06.00-040.000 s o 5 oz �. FAX: 631-277-3906 E�L A N D Sv UNAUITIORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7200 OF THE NEW YORE STATE EDUCATION LAW.COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL ARE NOT CONSIDERED TO BE A TRUE VAM COPY.DISTANCES SHOWN FROM PROPERLY IAN®TO EIUSLTNG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE.AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES USLED HEREON AND TO THE ASSIGNEES Of THE LENDING INSTITUTION,CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2425 MILL CREEK DRIVE, SOUTHOLD IC Generated by REScheck-Web Software Com pl is nce tertificate Project Toga Residence Energy Code: 2018 IECC Location: Suffolk County, New York-,.`. Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 2,172 ft2 Glazing Area 21% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2425 Mill Creek Drive West Andrew Togo Brett Kehl Southold, NY 11971 2425 Mill Creek Drive West Kehl Design Assoc. LLC. Southold, NY 11971 265,jasmine Lane6= 51983=6853 Southold, NY 11971 andrew8$000@gmail.com ssbn654@optonline.net . trade-off Compliance: 6.0°x6 Better Than Code Maximum UA: 449 Your UA: 422 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 Assembly Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 894 49.0 0.0 0.026 23 Ceiling:Cathedral Ceiling (no attic) 852 49.0 0.0 0.022 19 Wall:Wood Frame, 16"o.c. 683 21.0 0.0 0.057 13 Orientation: Right side Door: Solid Door(under 50%glazing) 29 0.300 9 Orientation: Right side Door 1: Glass Door(over 50%glazing) 137 0.300 41 SHGC: 0.26 Orientation: Right side Window:Wood Frame 103 0.300 31 SHGC: 0.31 Orientation: Right side Window:Wood Frame 38 0.300 11 SHGC:0.31 Orientation: Right side Window 4:Wood Frame 74 0.300 22 SHGC: 0.31 Orientation: Right side Window 4:Wood Frame 74 0.300 22 SHGC: 0.31 Orientation: Right side 372 21.0 0.0 0.057 21 Project Title:Toga Residence Report date: 11/20/20 Data filename:. Page 1 of 2 Assembly Gross Area Cav.ity Cont. Perimeter Wall:Wood Frame, 16"o,c. 334 30.0 0.0 0.049 16 Orientation: Back Wall 1:Wood Frame, 16"o.c. 915 21.0 0.0 0.057 50 Orientation: Front Window 1:Wood Frame 41 0.300 12 SHGC:0.31 Orientation: Front Wall 2:Wood Frame, 16"o.c. 579 21.0 0.0 0.057 25 Orientation: Back Window 2:Wood Frame 137 0.300 41 .SHGC: 0.31 Orientation: Back Floor:All-Wood joist/Truss 1,413 19.0 0.0 0.047 66 Compliance Statement: The proposed building design described here is consistent.with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Sidnat 13ate Project Title: Toga Residence Report date: 11/20/20 Data filename: Page 2 of 2 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: N 0 T E S CID NT R ACT �D R ___=fi- V 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF % '��.__ _`_.- � __- IIII-ptj Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. � ~- �� 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: 1 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. ELECTRICALINSpECTiot4REQt11RW 195 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATBI, LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design • consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz 1615 phone: �6311433-90E4 BUILDINGS, OBTAIN ,ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn6540cop!online.c:f 35. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Must provide Manuals Kehl Design Associates,LLC m formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. � � - r/�r„ � ;� a. All plywood shall be in accordance with the American Plywood Association APA specifications. D, J and S as per / /.:': 4, PY Y ) P OWNERSHIP & USE OF DOLUMLN15: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. NYS Energy Code 5 corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN FETnill`�I STU�'i;�{ 'v't�ffaj[� �!l"''QFF ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: P�( , ,� ' �v„ copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: RSU- NTrTO CHAPTER 20'6 with any work or project other than for which 6• a. Framing Lumber: DF (north) No. 2 or better FF TTUuFF THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUC fON"7����. �� CODE. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8, < ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRti� = 1 ,900,000 PSI ACCUMULATION. DO NOT PROCEED WITH E I THROUGH THE BURT.AU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. FRAMING UNTIL SURVEY Fv Fb 2600 PSI_ HAS Bc285 PSI 4. NOISE AFTER HOURS: OF FOUNDATION LOCATION 6`"r 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE EN AFrROVEDi ,;, . I' � LLC. NOTE r ' DRAWINGS, AND ALL. OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING, HOURS: SAM TO BPM, MONDAY TO FRIDAY, `1' 10. B. EXCEPT LEGAL HOLIDAYS. r ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. `• f 1 - + -1` 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. r..;,; ! ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, 3. I<<..`!_Ji1,iti'i WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 4. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM Dz C f THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES g'ffUs G-+k�i �I�E►If`1i }_ ;� ['� � �' " c-q RESOLUTION. 6 SPECIAL SAFETY NOTES �1 P"I.-, ."' , r. 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT -THE WORK IN Ft' •-l.jl:,... ....,la. (;; iE _ V COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE YCj K '1AT - P!C' R THE CONTRACTOR WILL C OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ':)r- cii'i OR 14. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT-OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULhTIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER Sh�ETY CONDITIONS FOR LIFE AND PROPERTY AS ARE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THUS AGREEMENT. RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY i TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THr GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. .NOT FOR GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARB"N MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION t�19 O SNOWDESIGN FROST LINE "LSIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ! g� LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CO STRUCTIO ' 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. UNLESS USCG EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL•3E PROTECTED FROM WINDBORNE DEBRIS, GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL RF`�UIREMENTS OF CHAPTER 3 OF THE 2020 N� G OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE ASTME E1886 AS CERTIFIED . TABLE R301.5 - MINIMUM UPJIFORMLY DISTRIBUTED LIVE LOADS, MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING FOR WINDBORNE DEBRIS SHALL MEET (NI POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. F NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. { /'± OCCUPANCY OR USE l LIVE` ' ( ) ( --- ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION, PANELS SHALL BE PRECUT AND -ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THF , 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE big COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT -- k USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO had' ,A CAPACITY 0 .,"OLY WITH ALL CC"IDES OF - �k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,, IS 180 MPH (290kpEQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOS: cACH CASE. s) OR LESS. PJ-'0/Y01,1K STATE & TOCODES NAILING NOTES: 1S HILOUIRED SNS OF 4 TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 _SOUTHOLD TOWN TYPE GROUP FIRE ESCAPES 40 RESIDENTIAL CODE OF NEW YORK STATE. 4 �OU''H I � l O4'"tiIN PLAti�ii�u BOARD FASTENER SPACING (INCHES) R301 DESIGN CRITERIA � V B GUARDS AND HANDRAILS 200 In FASTENER TYPE „-� S IHOLDTVr°uNTRUSTELS 1 PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHAH_ BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, _ DEC GUARD IN-FILL COMPONENTS h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOr:,: WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA 50 NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PRcoJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH R301.1.1 ALTERNATE PROVISIONS PLANE TO THE AVERAGE HEIGHT OF All I UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THEC) THE HIGHEST ROOF SURFACE 3 STORY I BASED ANCHOR WITH 2 16 16 16 =24'-8" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 a INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH INTERNATIONAL RESIDENTIAL CODE STAIRS 40THESE STANDARDS THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UPDATED WITH THE 2016 All exterior lighting ; INTERNATIONAL CODE SUPPLEMENT. i` FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) installed, replaced orON Em ' [r"HA K FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„i,and a 45-foot mean roof height. repaired shall conform 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm,21 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY L>?�V�L� �r� �l-S230) 2425t TOTAL HEIGHT FROM RIDGE TO GRADE 34'-1 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel, Of the Town Code APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400 '"C f c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into ) MILL CREED DRIVE E 17I�adT . UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT SOUTHOLD NY 11S�'1 LUMBER SPECIES AND GRADE bthe building frame. Fasteners shall be located a minimum of 2Yz inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonrystucco, the shall be attached usingvibration resistent anchors ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, P y y NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARD ASSET FORTH IN CHAPTER 4, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. - - SCTM: # 051-06-040 c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4RESIDENTIAL ENERGY EFFICIENCY,ASPER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERIVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: Blower door 1, Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY and ductwork NEW CRAWL SPACE 13 s ft. f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated os "Mandatory" q• 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS) BASED ; `: to FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF sLill a rt-ai i; NEW BASEMENT .336 sq. ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED AI �-''`�' =- f 0 OF 1 io 1- i.i NOTFES: ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CO, SERVATION CODE AND EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (MUTABLE R402.1.2 a THESE PLANS ARE AN INSTRUaENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NAINSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WI'_L PE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN NEW FIRST FLOOR .342 sq. ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTFATION SKYLWb GLAZED CEILMO WOOD MASS BOOR BASEMENTc SUB d DRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERBFY ALL ; EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U.FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR 974 sq. ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOO b,e R-vxm RNMUE1 R-VALUE &DEPTH R-vAUIE NEW BALCONY NA THE PLANE OF THE TRUSS 4IXCEPT NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS P!e`��.aL�l,,,�._a DESIGN PROFFEssIONAL ASSUMES No LIABILITY FOR oMtillsloNs°LIE To ur,KNo'�,ll OR � kf` !G UNIFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+!' arls 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL ,�.; I PLI�T,pB;;, r t�h.S?T _ FORMALLY ACKNOWLEDGED AS REASION TO THESE PLANS. � ATTIC HOUSE o NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK c °,l;a t-I•; " i -c GO�fLE , SEAL: DATE: For SI: = 1 foot = 304.8 mm - ATTIC (HOUSE)(b) 328 sq. ft. 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less MAY 18, 2018 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC GARAGE a ISA NOT LESS THAN 30 INCHES R-value specified in the table. COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1032-2018 BONUS ROOM NA2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THANDRAWN BY: $ SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW. `'.;' interior of the basement wall. BDK SUNROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUT ".' "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. NEW DECK 336 sq. ft. MEMBER DEPTH. r CHECKED BY: interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NA basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ' THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE - _ SHEET NUMBER: k COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES LLC. _ _.- DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS �`"-_ NA THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE POOL HOUSE CABANA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation U,71,, ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN Gi h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab PROOF OF PURCHASE. " ' 1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE t-' -f I CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, such as Suffolk Count Dept, DOB NUMBER: (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g � y p (b) WITH STORAGE h, The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. ® I)MI)ESIGN•ASSOC7 M,IiC insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USEAMINIMUMOF �J-.�„ /" /i.`/�iG,i/,,.<z7✓/,<'.L.: /,ate./s.: ..:s.....,.- r 1 TWO 8d NAILS THIS /•: _ M LTS20 -= _ DOUGt L PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS 1•2 LOAD SIDE OF TRUSS, FASTENERS o WITH TOTAL FOUR o o MODEL GA UPLIFT UPLIFT CODE 8d NAILS o (`�'�1 (133/160) 8dx1�" /• � o SIDE OF CEILING JOIST ?./ fi m I Eu � LL LATERAL AND ON SIDE OF RAFTER NO. TO TO TO AVG NAILS REF. INTO TRUSS / F F (133& STU "— l I J RAFTERS ULT. TRUSS PLATES STUDS (133) (160) z _ � SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES I.cc PROPER INSTALLATION PROCEDURES i— residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o I o ARTJ"x12 e e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o e P0,Boz 1675 phone: (631)433-9084 MODEL cq AVG ' INTO ° Southold,New 11971 EMoi ssbn654@Cptonline.net N0. MAX. CLEAR ULT. LFTA LFTA REF. ° ° PLATES °0 ° ° WIDTH SPAN L QTY DIA 1�" 2" 2�" 3" 31" 11" 2" 2J" 3• 3}" d,N LC tOnllne.Iei EIGHT 8d NAIL ° S P 4 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2 " 17" 3g"16-10d — 4200 1205 1400 5, 44, 85 STUDJ 7/J%!% / %".-,�-- -. ° OWNLRSHIN & USE OF DOCUMENTS: ' DOUG—FIR LARCH / SO. PIN3E FASTENERS ALLOWABLE UPLIFT LOADS o These drawings and specifications includingthe MODEL L AVG tOd 10d x 17' CODE C o N0. ULT. REF. LFTA ° 10d 10d x 1}" (133 / 160) (133) (160) L S T A 21 °° property ideas, design and arrangements represented therein, are the ro ert of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie MT516 16 14-10d 14-10d x 1�' 3116 1000 840 1000 3, 41, 128 ° HGA10 copied, disclosed to others or used in connection °' TTTT with any work or project other than for which MTS20 PO 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 DETAIL "K11 they have been prepared without written consent. 0 0 LST20 20 12-10d 12-10d x 13 ��" 2383 775 720 720 3, 41 CNW- �I °o STU 5.— COUPLER NUT DETAIL E 8 DOUG-FIR-LARCH EgUal number of °' �SIMPSON TYPE OF DIRECTION SO. PINE CODE s eci — DI fied nails In TAKE-UP WASHER TYPE OLOAD ALLOWABLE LOADS REF. p °o MODEL FLOOR ROOF (133/ each e n d NO. TION (100) (125) 160 Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 1 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 STUDDEFLECTION DEFLECTION CODE j MODEL MACHINE AVG LENGTH OF BOLT z•3 AT HIGHEST AT HIGHEST REF. NO. ANCHOR BOLTS ULT, IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIA5•° DESIGN LOAD DESIGN 0p° BASE BODY a GA CA QTY DIA " WHEN RAISED OFF ° a 14" 2" 2J" 3•' 3q 5}" LOAD THE IL PLAT ° ; 0 HD2A 16 12 4A" 2}'• 2J" 8" 24 1� 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG DF SP ODE W L STUD PLATE ULT. (133)' / (160) R SP4 34" 7J•' -10d x 1j" — 2917 735 885 7, 40, 127 0 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MOODEL GA W L NAILS FL OR (133) (160) REF. 'WORK NOTES: oo LSTA21 20 1 21 16-10d 905 1 1205 1 1295 7. 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE Simpson Strong-Tie STU N0. GA �y L NAILS 100 FLOOR (133) (160) REF. MSTA24 18 24 18-10d 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L SPACING REF. HDTAKE-UP WASHER 2A NOT FOR NO. (LENGTH ESD GA CUT LENGTH (TOTAL) (100) (133 / 160)z 0c. a OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONS 1 RUC i 10 C516 150' 14" 16 CLEAR SPAN +31' 28-8d 1235 1650 2�" 7 4p gp ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 f $ DIMENSIONS FASTENERS ON. DOUG-FIR AR PIN ALLOWABLE A NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" N0. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES CNW— CERTIFIED BY . W H B tOd 16d JOISTS ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT E HUS210-2 14 3A 9{sG' 2 8-16d 8-16d 6076 1755 1 2105 1650 1900 2065 11, 36, 84, 122rj„ PROFESSIONAL — OFESSIONL DOUG-FIRLARCH/SOPIN ALLOWABLE A ART 'x12 STU FASTENERS UPLIFT LATERAL CODE TU 8 SIMPSON ENGINEER P MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TO RAFTER:i TO PLATES TO STUDS (133) (160) F Fz TAKE-UP WASHER 160 HGAtOKT 1 14 4-SDS;"x14" 4-SDS "x3" 1 1523 1 435 1 435 1165 940 C , ^ USE A MINIMUM OF "P 4 TVO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT S P 4 STU PROJECT: TOTAL FOUR /. ® oJ SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS 55 LSTA21 ANCHOR BOLTS F INTO TRUSS SIDE OF TRUSS, MTS16 8 'E MTS16 SIMPSON SIMPSON - II TOTAL FOUR /• TAKE—UP WASHER 8d NAILS HDA LSTA21 Strong-Tie a INTO TRUSS HUS 2 1 0-2 I z Two ° FI 8 AIL o ; TO PLATES .0. EIGHT °° 2425 TWO o II o i i Bd NAIL 8d NAIL o INTO DETAIL '�A,f I' STUD Simpson Strong-Tie PLATES °®° ® MILREEK DRIVE WEST "' SOUTHOLD NY 11971 8d NAIL ® DETAIL "D" DETAIL 110 DETAIL "F ' INTO STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie �� �� ' SCTM: # 051-06-040 LFTA ROD SYSTEM DETAIL L LFTA 'DRAVVING TITLE: LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NOTE: LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 V-0" DEEP POOL x 4' DIA ==12.58 cu,ft. per vertical ft. CHARTS & CALCULATIONS 1'-U" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. II 3' IITHROUGH ROOF 3 TH2ou F OR V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 2nd FLOOR / STRONG-TIE DETAILS 3 THROUGH ROOF 3„ 3• 3• 2'• ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3 / ROOF DRAINAGE 3 2 ROOF AREA = 2160 so/ft I 2' — MASTERBATHROOM CALCULATIONS AND 2„ utRORr PWM A x R x c 2•• •' •• PLUMBING RISER DIAGRAM ROOM ROOM LTP4 3„ 2•, 3 A = 2160 sq/ft IF1 St FLOOR 2nd FLOOR R = 2 RAINFALL = .17 ft LTP4 " •. I •••�• C.o 2•• •' 2 •. •2 2 C = COEFF. = 1,0 LTP4 2 3 3" 2 3 3 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" 3,• 3„ V = 2160 x 1 x .166667 = 360 C.F. M BTRAIWCN Its BAR 3 TER BATHROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILLBE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tic? „ 3 2 2 2" 3 22" 3 360 / 42.25 VERTICAL FT, / FT = 8.52 V.F. nEILD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE LTP4 DETAIL "B" E l o o r-t o-E l o o r Connections Ridge Strapping 1sc 2 ov DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 ,st FLOOR USE (2) 8 DIA, POOL 5-0 DEEP = 10 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COIWENTS NOT Simpson Strong-Tie Detail FLOOR 2 2 . 2'• 2 ' OR ' FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2 2 3 3" 3 3• Floor-to--Floor Connections 360 / 22.3 VERTICAL FT. / FT = 16.14 SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 4 F.A. VENT 6" USE (3) 6' DIA. POOL 6' DEEP = 18 V.F. MAY NO 2018 C.O., C.O C.O� C.O C.O., C O 4 o BOVE GRADE ' PROJECT N0: EQUAL TO OR GREAeER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. o 0 3 3 3 4SCWA POOLS TO BE PLACED ON OPPOSITE SIDE OF 4 Cl SEWERAGE SYSTEM APPROVED HOUSE b,;.e'•. 1032-2018 NO SUBSTITUTI❑NS PLUMBING RISER DIAGRAM {NTS) TRAP HOUSE AND/OR LEADERS TO BE PIPED TO :• DRAwN BY: r` �., .. BDK All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH .r." ,'r :`' CHECKED BY: unless otherwise, indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE i No substitutions are approved POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC or authorized, a SHEE] NUMBER: Due to the relationships of framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). . LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES P"1 hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA null and void, and will result in the installer/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. ff the stem. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS X --' performance oe entire system. USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: Or USED HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 1 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. k(D KII1rDFSIGN•ASSOCIAM ac 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Z L 41 L; Bilco Door Frame PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH r— — — -— — — — — — — — — — — — — — - -- THE 2020 RESIDENTIAL CODE OF NEW YORK STATE KEHL,DESIGN ASSOCIATES' ILC ll'ITER OF OF 1x8 ACO Cop BILCO VI; residential & commercial design * consulting EXTERIOR OF (See Detail) BILCO 6IOTE: VERIFY ALL DIMENSIONS TO ( ( i INSURE FLOORS OF NEW ADDITION PC.Box 1675 phone: (631 433-9084 ALINE WITH FLOORS IN EXISTING -loptonline.ret 26 ACO Plate—, Southold,New York 11971 E-Mail: ssbr654,1'-�� A HOUSE, Kehl Design Associates,LLC 9 formerly D A K Associates,Li C x12" Anchor Bolt---___ 2x4 ACQ Subrail ALL HEADERS ARE TO BE Bico Foundation 2x4 ACO Horizontal (2)1)14"X 9Y2" LVL UNLESS JWNLkSHIP U5L UH DOCUMLNI S: Wall Framing 16"oc. B OTHERWISE NOTED These drawings and specifications including the 40 ACO Post ideas, design and arrangements represented Trex Decking or Equal therein, are the property of KEHL DESIGN NOTE: VERIFY ALL DIMENSIONS ASSOCIATES, LLC. No part thereof shall be Y2' New New INSURE WALLS OF NEW ADDITION copied, disclosed to others or used in connection L -a" L2 Shower LINE-UP WITH WALLS IN HOUSE. with any work or project other than for which Garage they have been prepared without written consent. A 10 BILCO FOUNDATIONo 3'-� 3' ; ' ; ' ' ,- Trex Decking or Equal 44 Post AnchorSee Detail E101 L 11-8. NOTE: PROVIDE FIRE BREAKS WALL, CAP DETAIL Al 01 (2)2x6 ACO Flush Girder AS PER 11r8" Came. Hied Sena Tubes THE 2020 Trex or Equal Skirt Board Simpson Hanger (Min, 3'-0" Below Final Grade) RESIDENTIAL CODE OF 4" PC. Slab Under Shower ,or Equal "See Detail" NEW YORK STA NOT FOR (Pitched To DrainLQ I.J.-I b ac. Pipe to Drywell System��-I— CONSTRUCTION L - - - - - - - - �-2'-5Y2'�- -3 8" Core. Filled Sona Tubes USE UNLESS 13. L Bilco "C" Door x12" AnchorT-Bolt 3r4 (Min. 3'-0" Below Final Grade) x - I oc. CERTIFIED BY A W/24" Extension "See Detail" F 4n 1x8 ACO Cop @ It " I 1 -1 PROFESSIONAL (See Detail) SHOWER DETAIL E101 -81.- 3-6* 41-10'—. 1'-8* 11 -2x6 Studs 16"oc. COX Ext. Sheathing CDX Subtoor ENGINEER 2x6 Sill 2x8 ACQ Plate L 3 Y4: HurriPcane Stro3 pping ' COX 2x6 ACQ Sill B erimeter Beam Til 74' Floor Joists 16"oc. ----_ 5% 18" Anchor Bolts 32"oc. (2)#5 Horizontal Reba2 COX Subf1cor se Height of Bilco Foundation Above the Basement Floor. ol- .0- V-8, 2x8 16"oc. Beam "A' WORK NOTES: (Verify in Feild) 7 u 5 7 8" PC, Foundation 3) 1%"x92" LVL Flush Girder (See Detail A106) Bi'�o "C" Door with 24" Extend 2'-0'------- 6'-5" Existing .1 T 1 1 #5 Vertical Reber 48"oc.— 14> Existing Damp Proofing — `—(2)2x6 Top Plates r r Addition To Basement Basement 0 1 Existing (2)#5 Horizontal Reber—- 2x6 Framing Bilco See Detail Al F— L I., I 7'-9 Foundation 5" -7'- 8 4-7 3'- .2 4 10/2* 8'4p4p BILCO FNew OUNDATION- See Detail B101 Dimension See Detail C101 4" Steel Column 4" Steel Column I mill 4" Steel Column WALL. DETAIL B101 See Detail D101 Covered NEW EXTERIOR 2x6 Shoe a' 6. —2'-0' Entry FOUNDATION 3, CDX Subloor 4 P 4" Steel Column J WALL DETAIL G101 TJ1210 x 9' oc. 13'-IOY2N 2 (3) IY,"xg,"' LVL Flush Girdef C "�—(2)26 Top Plates I — 2-0 44 ACO Post Anchored to 8" 1 4JEE '-7Y16'-----f I FOOTING SPECS. Sono Tube with 1"x 12" Anchor -------------------- ---I 2 ------- bolt. Sono Tube Mounted on :# x tj Below Final Grade. (See Detail) ­�--��Remove Existing Foundation Wall I FOOTING DIMENSIONS AND INFO. 30"x 30'x 12" Ftg. Min. S-O" 2 6 Framing A NEW 2'-0"x 2'-0"x I'-D" Concrete Footing at This L)cotion After the Girder is I with 3 5 Reber E.W. EquallSpaced( )# y If rstaftid i3'-RVFrad­-- -4 U 1%" Footing 9 A B NEW 2'-6"x 2'-6"x 1'-0" Concrete Footing 20"x 8" PC. J 2'- HI 7777771 witl� (4)#5 Reber E.W. Equally Spaced with (4)#5 Rebar EW 1, C 26 Shoe and #5 Reber @ 24"oc. SW. 10 31, PROJECT: A -1 4 CDX SuInfloor (Match Existing) /_3" .1 - COX Suldfloor (Match Existing) C NEW 3'-0"x 3'-0"x V-O" Concrete Footing a 4 Remove Existing Foundation Wall 3y2.'51 with (5)#5 Rebor E.W. Equally Spiced B'x 18" Anchor Bolts 32"oc.— at This Location After the Girder 7\ TJ1210 x 9' 16"oc, J� 2x1O lCoc D NEW 4'-0"x 4'-O"x 1'-0" Concrete Footing Installed if Required 4" Steel Column j 70 U -, with (6)#5 Rebar E.W. Equally Spaced Backing as Required 26 ACQ Sill See Detail G1 01 --JT//, I --- I <�— (2) IY4"xgl" LVL Flush Girder 2 NEW Custom Concrete Footing l'-O" Thick with -4 #5 ;ebur E W as per Plan [piolly Sltoced 8"PC. Foundation To Be Removed R. E%Pelk I [23h E Lr F1 New Deck 4" Steel Column CD 14 Existing Existing L.41 2425 See Detail F101 Top of PI( Min. of 12" Below Footing Size as Specified Basement 2x6 Studs 16"oc. Final Grade. MILL CREEK DRIVE FEST See Detail H101 New Basement Crawl Space 4" PC Slab SOUTHOLD, NY, 11939 O 20% 8" PC. Footing LI 1 1 COX Ext, Sheathing 2x6 Sill 4" Steel Column Hurricane Stropping with (4)#5 Reber L.W ---------- CDX (2)2x12 ACO Stringer and Perimeter Beam -Z 74 SCTM: # 051-06-040 2x6 ACQ Sill 1210 X 9) Floor Joists 16"oc. A 15 Reber 24"oc. SW, DRAWING TITLE: (2)2xl2 ACO Stringer 3 11 3 3/- 5 V4�Y4�%-ryl-r 4 r1/4 r1/1 V71 I 20"x 8" PC. Footing 8 x 18" Anchor Bolts 32"oc. (2)#5 Horizontal Reber with (4)#5 Rebar LW '-4 2xIl` ACO Treo 14 NEW INTERIOR .1 and 9 #5 Vertical Reber 48"oc. Remove Existing Wall 1'_a^ #5 Reber @12"oc, SW. at This Location After the Girder is 8" PC. Foundation,, FOUNDATION Installed if Require \�-4" Steel Column (3)#5Reber Stirrups q — L Eually Spaced FOUNDATION FLUSH GIRDER 3'-7 2 Y4' 24" Cane. Butress— Damp Proofing — WALL DETAIL I101 FOOTING PLAN #5 Vertical Rebar— 4- (2)#5 Horizontal Reber 20 — 4 1 L 7 7 x 8" PC. Footing— — — — �7 rx 18" Anchor Polls 32"oc with (4)#5 Rebar L.W Remove Existing Chimney Bose 20"x8" Conc. Ftg. to Min. 3" Below Croce and NOTES: and See Detail I101 Cop with Cone.Slob(Pitched) STAIR DETAIL C101 #5 Reber @ 24"oc. SW. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE x DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE FOUNDATION COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 14'-9' PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE BASEMENT DOORWRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR CLASSIC SERIES- STEEL SIDED 5%6" Trex Decking or Equal BUTTRESS. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. F�R�' , TI 1171 -1 DETAIL H101 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: (3)2x1O ACQ Flush Girder / _ _ _ cedar Skirt Board Acceptance of these drawings does not authorize the right to build without the authorization MAY 18, 2018 MAY NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2dO ACO Floor Joists - 16"ce? 1032-2018 Grade Simpson Joist Hi3liger NEW FOUNDATION FOOTING PLAN Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such .. -1 .. 6('-�I"I DRA- WN BY: 2'x12" Anchor Bolt Hurricane Stropping agencies. prior to construction, E3DK Conc. Filled 8" Sono Tube 2x10 ACO House Beam Scale:1" 11.0" CHECKED BY: #4 Stirru 4 Flushing Existing Structure R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE RB R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CON.STRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND E.W. 30"x 30"x 12" Ftg. (4)#4 Rebar E. LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDE 0z, Equally Spaced Min. S-O" COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 0) ji Below Final Grade. New Structure CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A 10 01 BILCO [DOOR SPECS. D101 R301.1.1 ALTERNATE PROVISIONS DECK DETAIL F101 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 0 KEMDERIGN-00MM ux 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) „ -5 39'-5 I MID PRE HURRICANE STRAPPING ACCORDANCE WITH KEHL,DESIGN ASSOCIATES LTc THE 2020 RESIDENTIAL CODE OFF NEW YORK STATE ,6 H' g"x 18" Anchor Bolts 32"oc. g"x 18" Anchor Bolts 32"oc, g°z 18" Anchor Bolts 32"oc. residential & commercial design . consulting NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION POS.BOX 1675 phone: (631J 433-9984 ALINE WITH FLOORS IN EXISTING Southold,New York 11971 E-Mail: ssbn654@optonline.nei sg"x 18" Anchor Bolts 32"oc. HOUSE. "z 18 Anchor Bolts 32"OC. I I Kehl Design Associates,LLC o formerly D A K Associates,LLC ALL HEADERS ARE TO BE OWNERSHIP & USE OF DOCUMLNTS: (2)13/"X 9Y" LVL UNLESS ao OTHERWISE NOTED These drawings and specifications including the A I I A ideas, design and arrangements represented therein, are the property of KEHL DESIGN I I ASSOCIATES, LLC. No part thereof shall be I I NOTE: VERIFY ALL DIMENSIONS copied, disclosed to others or used in connection INSURE WALLS OF NEW ADDITION with any work or project other than for which Dropped I LINE-UP WITH WALLS IN HOUSE. they have been prepared without written consent. BDropped New Foundation 34 Foundation For 16'x8' I For 2'-8" Garage Masonry Garage Door Opening NOTE: PROVIDE FIRE BREAKS Masonry S PER 2x6 Shoe! I I Door Opening I I THE 020 J"x 18" Anchor Bolts 32"oc. I I RESIDENTIAL CODE OF 2x10 - 16"oc. 20'-11Y' "'( A NEW YORK STATE ®T FO I N (2)2x4 Top Plates J 3 I I CONSTRUCTIOI $'x 18" Anchor Bolls 32"oc. I ( N C U S E 2X6 ACO Sill Existing 8" CMU Foundation N m UNLESS 20 Studs 16"oc. �--4 , 2 I I CERTIFIED BY I 10'-lY' New 7Y" PROFESSIONAL °°- 2 2x4 Shoe 2x6 ACO Shoe a"x 18" Anchor Bolts 32"oc. Shower Dropped Bottom of Girder EINGINEER 2x6 AC FA-16"oc. Foundation C Fill in Existing Basement Window For 2'-8" and Waterproof Masonry FOUNDATION Door OpeningRM Provide 2x4-16"oc. Wall on 2x6 ACO Plate � � " I Provide 2x4-16"oc. Wall on 2x6 ACO Plate2868 WALL F RAMI I N G along the Northern Basement Wall along the Northern Basement Wall ( I x 18Covered s" " Anchor Bolts 32"oc, o Entry 2x6 AC F.J.-16"oc. � Garage DETAIL A102 WORK NOTES: Bnnr I N ^ I U _0. N Finish Stone 2" Thick- ----------- o o o Conc. Slab 4" Thick with0 16x8 e"x 18" Anchor Bolts 32"oc. See Detail Al 02 m 6x6 10/10 WWM. Bilco "C" Door Garage with 24" Extension 8 " c o Existing N Existing I Door New Existing \#5 Rebar 24"oc. #5 Rebar 24"oc00 j - Basement m o Basement I \#5 Rebor 24"oc. s"x 18" Anchor Bolts 32"oc. I Covered Crawl Spaces Ne6or 24"oc. N 0 #5 Rebar 24"oc. (4)#5 Rebar � -,�" 3'-,aY" 3'-4' J I " I " '-8' long Way Ent' Equally Spaced i. _ _ L' _ _ _ J LI L '-�" 1'-0" -4" l v #5 Reber 20"4" Conc. Ftg.- I "x 18" Anchor Bolts 32"oc. Nerl New C Min. 3'-0" Below J-1'-g=i Short Way (2) 1%%92"' Posh Girder _ (2) 1%x921” LVL Flush Girder L 4" Steel Column y Final Grade 2'-0"oc. S C 4" Steel Column m U1 V Line of Deck Steel Column \_4" Steel Column N New New 8"x 8°z g3" Steel Top Plate 2 1�%9�" LVL Flush Girder 2 1�'z9l" LVL Flush Girder ■ and - � Covered EntrySection A 12%12% Steel Base Plate Provide "`" PROJECT: III 2x14 ACO Floor Joists - 16"oc. N ew--9' 7" 16az8°� 3'-7Y6"'( 11 "x 18" Anchor Bolts 32"oc. Fumace 1/' 102 3 34 A (10 S TJ1210 x 92" - 16"oc. Provi Access _ A "x 18" Anchor Bolts 32"oc• N 14'-3%" v 4" Steel Column 3 " x16"F8"r ai t - 1 "oc. 4 t `� spm III oI D J2 0 0o J s s 6 oa 2x1D Floor Joists - 16"oc, rA 2x10 ACO Floor Joists - 16"oc. �' A D 2425 10'-1 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH f" tLL CREEK DRIVE �1 " � ST III New Deck I Z 11 2" THE 2020 RESIDENTIAL CODE OF NEW YORK STATE f TJ1210 x 9"' - 16"oc. �+ u �/ ne x10 Floor Joists - 16"oc. SOUTHOLD, N i � 11939 o New Basement � 2x10 Floor Joists - 16"oc. " V m N d iV o Top of Pier to be �' " N Existing NOTE: VERIFY ALL DIMENSIONS TO SCTM: # 051-06-040 Min. of 12" Below �, Existing 1SURE FLOORS OF NEW ADDITION iZi 2-0" o ALINE WITH FLOORS IN EXISTING DRAWING TITLE: III Final Grade. Basement o 2x14 ACO Floor Joists - 16"oc. 4" Steel Column Crawl Space HOUSE. 85% 18" Anchor Bolls 32"oc. TJ1210 x 921" - 16"oc. 2x10 Floor Jo ALL HEADERS ARE TO BE a 2x10 Floor t - 16"oc. Joists - 16"oc. (2)13/"X 9Y° LVL UNLESS III ml OTHERWISE NOTED FOUNDATION PLAN 4" Steel Column NOTE: VERIFY ALL DIMENSIONS x10 Floor Joists - 16"oc. INSURE WALLS OF NEW ADDITION 32x10 Floor Joists - 16"oc, LINE-UP WITH WALLS IN HOUSE. III a 2x10 ACO Floor Joists - 16"ce._ ( Z3� NOTI ES: 2/ 4" NOTE: PROVIDE FIRE BREAKS THEDESSGN PROFESE PLANS SIONAL INSTRUMENT SEALOF THE IS AFFIXEDRVICE HERE ODInARE THE FRINGEMENROPTS WRIYILL OF THE o AS PER © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Line of Deck I THE 2020 5'x 18" Anchor Bolts 32"oc. 5"x 18"Anchor Bolts 32"oe. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SDLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR a a —'� RESIDENTIAL CODE OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Remove Existing Chimney Bose a, NEW YORK STATE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF to Min. 8" Below Grade and KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. " B Ca with Conc. Slab Pitched PLANS IS NCENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: L2 14'-9' —4'-7" -5Y" -7" 10'-0 4 zy° 13'_9; 1a'-9" 14'-2Y," to'-o%" Acceptance of these drawings does not authorize the right to build without the authorization MAY 18, 2018 of local MAY No:governing agencies, such as Suffolk County Dept. of Health Services, Town Building y„ 1032-2018 14'4 39'-5" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. :;r;:.•'f a DRAWN BY: BDK CHECKED BY: NEW FOUNDATION PLANR301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE RB lir- r R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, - ®>� SHEET NUMBER: Scale:d - V -0 LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDE COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES '. ,`:' ` " Existing Structure CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, `--r _,, �� , �p Al 02 R301.1.1 ALTERNATE PROVISIONS '-'- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF New Structure USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) ® KIMDERGN°ASSOCIATES,me 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) l LJLJ L11 F7 • - � I�`(`I! fir; —o" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH PROVIDE HURRICANE STRAPPING F ACCORDANCE WITH HL DESIGN ASSOCIATES �c THE 2020 RESIDENTIAL CODE OF NEW YORK STATE � THE 2020 RESIDENTIAL CODE OF NEW YORK STATE residential & commercial design . consulting NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO PC.Boz 1615 phone, 1631�433-9054 INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION Southold,New York 11971 E-Mail: ssbn654�optonline.net ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE. ` HOUSE. 0 Kehl Design Associates,LLC e formerly D A K Associctes,LLC ALL HEADERS ARE TO BE UWNEKSHIP & USE OF DOCUMLN I5: ALL HEADERS ARE TO BE (2)13/"X 9Y2" LVL UNLESS A AA (2)13/"X V2" LVL UIPLESS These drawings and specifications including the OTHCRWISE NOTED OTHERWISE NOTED ideas, design and arrangements represented Q therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS with any work or project other than for which INSURE WALLS OF NEW ADDITION New INSURE WALLS OF NEW ADDITION they have been prepared without written consent. LINE-UP WITH WALLS IN HOUSE. B c LINE-UP WITH WALLS IN HOUSE. a Garage a NOTE: PROVIDE FIRE FREAKS NOTE: PROVIDE FIRE BREAKS o AS PER AS PER THE 2020 °x THE 2020 RESIDENTIAL CODE OF o o n A RESIDENTIAL YORK SOTDATE F NOT FO NEW YORK STATE � 1 `V CONSTRUCTIO USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER 0 � Q N 0 0 O d WORK NOTES: B B 1 y 3 o x o x o 9 co co co co to acts � co ' I I I I I I ai I m o� of of ai o' ai I I _ O K O O O K O O y •I • I N N (!, y c _ O O " O _ _O _O _ O _ O _ to i!J O O _ C �_ �_ O W 3 W 3 O G C'V N CV CV N CV N y y y N to <n vN N O � N •-J � � N W W w 7 w W w W TJ1210 x 9", - 16"oc. Jul — ) - TJ1210 x 91" - 16"oc. III 2x10 ACO Floor Joists - 16"oc. _F5 PROJECT: 71 _7• -2� 3-4 2 A TJ1210 x 91 - 16"0 C. 51 I' l, C!, � o Existin 2x10 Floor Joists - 16"oc. A IIIR E Si 1 -F E } TJ1210 x 9 - 16"oc. 13 Existing2x10 Floor Joists - 16"oc. E7 New 1%"x92' LVL Girder 10'-1OY2, 2x10 ACQ Floor Joists - 16"oc. A N o 2425 Existing2x10 Floor Joists - 16"oc. Existing2x10 Floor Joists - 16"oc. III TJ1210 x 9'" - 16"°e. JMILL CREEK DRIVE WEST N SOUTHOLD, NY, 11939 New Deck r Existin 2x10 Floor Joists - 16"oc. Existin 2x1O Floor Joists - 16"oc. TJ1210 x 9 - 16"oc. _ SCTM: # 051-06-040 0 III o 'DRAWING TITLE: New (2) 13/y"x9z' LVL Girder Existing 2210 Floor Joists - 16"oc. Existing 2x10 Floor Joists - 16"oc. V 2x10 ACO Floor Joists - 16"oc. � TJ1210 x 91" - 16"oc. Existing 2x10 Floor Joists - 16"oc. Existinq 2x10 Floor Joists - 16"oc. FIRST FLOOR III New 2 1%"x91" LVL Girder FRAMING PLAN x o TJ1210 x 9" - 16"oc. Existing200 Floor Joists - 16"oc. Existin 2x10 Floor Joists - 16"oc. Q 0 III� 2x10 ACO Floor Joists - 16"oc v © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE r PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT NOTES: TJ1210 x 9°' - 16"oc. Existing 2x10 Floor Joists - 16"oc. Existing 2x10 Floor Joists - 16"oc. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEHFNTS WILL BE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR B UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 02 Acceptance of these drawings does not authorize the right to build without the authorization FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ZT 13'-s; 14'-9' 14'-1Y,' 10'-0;" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 14'-0" 39'-5' Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such SEAL: DATE: agencies prior to construction. MAY 18, 2018 PROJECT NO: FIRST F FRAMING P R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE � e • a 1032-2018 DRAWN BY: In_ e R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT I rf-p �'�+ �,.`' ' BDK Scaled — 'I -O ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC �'' .` Y, CHECKED BY: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH i, ^4+ RB THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE a� i Existing Structure REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS y SHEET NUMBED; TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO " == COMPLY WITH THE REQUIREMENTS OF THIS SECTION, Al r• �:,a. ' New Structure R301.1.1 ALTERNATE PROVISIONS �' k =a'Y �, � f` 03 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN DOB NUMBER: OF CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) (V KERDDESIGN'00©AM UI; 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) --- 44 ACQ Post / /ii/ 26 ACQ Packing 1x Azek Wrap 1x8 Azek Base Trim i - /' _ -0" I_ �-. �'�� I�I -- t�1 L 44 Simpson Post Anchor KEHL DESIGN ASSOCIATES LT C 4Bol" CDX Plywood $"x18" Anchor Bolt residential & commercial design ° consulting Hurricane Strapping Perimeter Beam PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH z THE 2020 RESICENTIAL CODE OF NEW YORK STATE P0.Box 1675 phone, (6311433-9084 5Y" TJI560 x 11 ' - 16"oc. Southold,New York 11971 E-Mail: ss bn6540c opfonline.net PROVIDE HURRICANE STRAPPING IN ACCORDANCE WTH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Kehl Design Associates,LLC°formerly D A K Associates,LLC 1x Azek Girder Trim NOTE: VERIFY ALL DIMENSIONS TO , �•f-ri/,//,,,,:-,: ,��. INSURE FLOORS OF NEW ADDITION OWNERSHIP & USE OF DUCUMENIS: 3"I ALINE WITH FLOORS IN EXISTING 4 CDX Plywood ALINE VERIFY ALL DIMENSIONS TO �' HOUSE. These drawings and specifications including the lx Azek Trim ideas, design and arrangements represented INSURE FLOORS OF NEW ADDITION A A o ALINE WITH FLOORS IN EXISTING therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be HOUSE. Q 1x8 Azek Cap Trim ALL HEADERS ARE NL BE copied, disclosed to others or used in connection (2)1 q"X 9Y" LVL UNLESS with any work or project other than for which c I OTHERWISE NOTED ALL HEADERS ARE TO BE B _ they have been prepared without written consent. (2)134"X 9Y" LVL UNLESS o 0 0 7 NOTE: VERIFY ALL DIMENSIONS OTHERWISE NOTEDco o INSURE WALLS OF NEW ADDITION D LINE-UP WITH WALLS IN HOUSE. x NOTE: VERIFY ALL DIMENSIONS I� o INSURE WALLS OF NEW ADDITION Garage A LINE-UP WITH WALLS IN HOUSE. N NOTE: PROVIDE FIRE BREAKS NOT FOR AS PER THE 2020 CONSTRUCTI V. �+ NOTE: PROVIDE FIRE BREAKS X 10'-0" RESIDENTIAL CODE OF USE UNLESS` a ! THE PER 2020 -O" N NEW YORK STATE C E RTI F'E® BY r RESIDENTIAL CODE OF NEW YORK STATE PROFESSION, , L _ _ EFNGINEER � l'-4y2" co _o (2) 14"x 91" LVL Header 00 Covered 5e ^ Z" co ; d co Entrance o WORK NOTES: o B n V2' �„ 4'-V2' 32 3Y" Tub 00 00 Cl( et J M N S' Bath Bedroom o " I E Room r CD N Covered - , - � X11 Ln Bedroom 2668 N Entrance J 00. -p" 2668 POC. 0_1 /L / I 44 ACQ Center Post 12'-9Yz" 12 13"x 91" N ❑ . Bathroom 14'-0" ( ) 4 4068 " a II r E� LVL Header =C' 14'-lY 3-2" Closet 1 2x6 Framing -72" T — u`� „ m o > NI �r X68 1�s� lx Azek Wrap N D PROJECT: o � 0 :-r '-6zts" ' Kitchen tags rn = i S� 1x8 Azek Bose Trim 1 p � A r 1 Dk^J _ _ ,�c' 4z4 Simpson Post anchor A — L— -1 —"—°- - - — I RIEF wl C) I X2' 0' - - - - \\�D 3_ N Finish Stone 2" Thick GL 10'-10Y" Cana. Slab 4" Thick with _ I A 6x61D/10 WWM. 2425 - ,�, 2'-5" �I WILL CREEK DRIVE VEST ;., x 12" Anchor Boli cn 4'-9" � 3'-2" '-�" � 3'-11�' � �-1Y" - 23'-9' SOUTHOLD NY 11939 = ^ � Living Room � ox New Deck INTERIOR GABLE END OF HOUSE TO BE SHEATHED WITH 4" CDX PLYWOOD SCTM. # 051-06-040 3 1�"x 9LLVL Flush Ream IN LIVING ROOM. p ALL VERTICAL SEAMS TO BE STAGGERED MITI. OF 32" PANEL EDGES TO BE o DRAWING TITLE: With (2)� Steel Flitch Plates N Y o C NAILED 6"OC WITH 8P CALM. NAILS A- _ AND o m MAX. OF 12"OC. IN THE FIELD WITH 8P CALM. NAILS. 4x4 ACQ Post Dining _� PROVIDE HORIZONTAL BLOCKING ON ALL EXTERIOR HORIZONTAL SEAMS 26 ACQ Packing a = IN THE LIVING ROOM WALL. Room I EXTERIOR AND INTERIOR HORIZONTAL SEAMS TO BE STAGGERED 24". 1x Azek Wrap 0 1x8 Azek Base Trim FIRST FLOOR PLAN 14'-9" 13'-�" 0'-0 a 2' v, r N 14"x 721" LVL Header 13"x 5z' LVL Header 4x4 Simpson P& Anchor (2) 14"x 92" LVL Header U(2) 14"x 9Z" LVL Header Anchor Bolt (D COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �I o 14"x 7" LVL Header 14"x 5�" LVL Header NEW ENTRANCE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NOTES: W Hdr. Detail Window Hdr. Detail WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE New (2) 13/a"x97" LVL Header — KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE _ COLUMN DETAIL Al 04 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL o FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE TW3052 3"SM TW3052 3"SM TW3052 o TW3052 3"SM TW3052 0 —r DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOVM OR TW3052 3"SM TW3052 3"SM TW3052 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COi.1MENTS NOT EXTERIOR GABLE END OF HOUSE TO BE SHEATHED WITH 4' CDX PLYWOOD Acceptance of these drawings does not authorize the right to build without the authorization FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. B ALL VERTICAL SEAMS To BE STAGGERED MIN. OF 32" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building USEAL: DATE: PANEL EDGES TO BE NAILED COC WITH 8P CALM. NAILS AND Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such MAX. OF 12"OC. IN THE FIELD WITH 8P CALM NAILS. agencies prior t0 Construction, MAY 18, 2018 PROJECT NO: 7'-4Y` 7'-4Yz" 7'-3Y" 7'-3%' '-634' -6" a 'ta � i„� 1032-2018 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE '��''_' DRAWN BY: 14'-9” 14'-7Y," 10'-0/a" .� " ..."'F,: 'F 14'-0" 39'-5" R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT r �-,. _ BDK ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC �` '`' CHECKED BY: T LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH �� �"_ RB THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE FIRST FLOOR PLAN REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS S� ET NUMBER: TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. OZ. R301.1.1 ALTERNATE PROVISIONS Scale: '4"- 1r-0" Existing Structure AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN DOB NUMBER: OF CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. New Structure 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) C) KETIIrDEIGN"ASSOCIAM i 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 22'- 10' ml1 . T-12' 22'- -0" -0° TW3052 3"SM TW3052 KER DESIGN ASSOCIATPQ residential & commercial design • consulting TJI560 x 118" - 16°0c. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH P0,Boz 1675 phone: l631)433-9084 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE $OUfh0d,New York 11971 E-Mail: s5bn654@o tonlin n i p e, e V" �,. 5� 3'-3�" 14'-7y" 3'-3� y" TJI560 x 11g - 16 oc. I I °O Kehl Design Associates,LLC e formerly D A K Associates,LLC A Al o NOTE: VERIFY ALL DIMENSIONS TO Al A �/iiiiii'..-:i//,1IX0X�r �Y- INSURE FLOORS OF NEW ADDITION OWNERSHIP & U5E OF DOCUMENTS: ALINE WITH FLOORS IN EXISTING These drawings and specifications including the HOUSE. B deas, design and arrangements thereinn, are the property of KEHLDESIGN B TJI560 z 118" - 16"oc. I I ASSOCIATES, L.L.C. No part thereof shall be ALL HEADERS ARE TO BE -� copied, disclosed to others or used in connection (2)1334"X 9%" LVL UNLESS with any work or project other than for which Storage they have been prepared without written consent. OTHERWISE NOTED Above arae NOTE: VERIFY ALL DIMENSIONS o ` INSURE WALLS OF NEW ADDITION Garage I LINE-UP WITH WALLS IN HOUSE. TJ1560 z 118" - 16"oc. I I NOT F O R NOTE: PROVIDE FIRE BREAKS 10-iy^ AS PER CONSTpI�►UCTIO'INI THE 2020 -9� '-4� 1Y" RESIDENTIAL CODE OF U S E UNLESS NEW YORK STATE 2 10 CERTIFIED SY TJ1560 z 118' - 16"0c. , PROF ESSIOIl,t"I„L Covered 13'-9" ENGINEER Entrance TJI560 X 118' - 161,Or. o 0 i B o B B' B1 1 � 1 � + B 3,y2• I WORK NOTES: Bt i' t " I 13'-9" z �' Shower � _ _ � I II 11� 1 � � i Il�00 i 0 21 BathCo I 11 I'I I O I II III E 0 m o I 0 Ef ,nox II1 mXn1II1 o�o a �_ � " � o _ � m1 II iI Master 3'9Y2B dr o overe N Bathroom '-6Y2 In rae "^ � j4I c14 Loft II VIII7-1 m 20'-"iV O Bedroom III; ;; ;!; � 668 � I I II III N� C1 IM 1 II II — at room �,.- -iii Ilj s7 (3) 1/9j L L Flush Girtler 3) 1%" 2, LVL lush der 1 II I'I o G IF 3Ul I I II I I I N � I II III 1 I III It li s 6 . i!I tairs ��� W/1 Closet I' 9Y" bn It h I II I, U6 0 2 II III U � �sl M 1'-41�"-�,-2, 5" 1 2 l i ii i t P A I b A II u__ r .I 0 PROJECT: A 3y2* AT 0 10'-1QY2" Om% 1 E H 1 a"z 118" LVL Flush Beam — a k oo �-2'_3, 23'-9' 2425 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH MILL CREEK DRIVE WEST THE 2020 RESIDENTIAL CODE OF NEW YORK STATE c SOUTHOLD, NY, 11939 (3)) 13/4"x LVL Flush Beam o Q °� m o NOT: VERIFY ALL DIMENSIONS TO SCTM: # 051-06-040 with (2)�" Steel Flitch Plates o "' � ■ Living g Living Q_ .7 INSURE FLOORS OF NEW ADDITION ¢ ��� {gym g ■ . Master ALINE WITH FLOORS IN EXISTING v^ x x Room 'DRAWING TITLE: Di m II Room HGUSE. 'ToII z Bedroom N R o (Cathedral) " ALL HEADERS ARE TO BE 'r' m (2)13/a"x 9v" LVL UNLESS �" 13'-E;" SECOND FLOOR 14'- 10'-0 4" n I� 3^ �^ 14"x 521" LVL Header OTHERWISE NOTED o 14"z 7'" LU Header FRAMING PLAN & 1 x 7 LVL Header JIIII F=(2) 14"x 92' LVL Header coE�=(2) 134%'9" SECOND FLOOR PLAN _ 2 13"x 91" LVL Header — 3" �" — LVL Header O 4 1�% 5'" LVL Header NOTE: VERIFY ALL DIMENSIONS (2) 1/4 X lig LVL Flush Beam 14"x 721" LVL Header Window Hdr. Detail INSURE WALLS OF NEW ADDITION 1;"x 7z" LVL Header Jew (2; 134x9 LVL He der LINE-UP WITH WALLS IN HOUSE. N New (2) 13/"x9g" LVL Header Window Hdr. Detail ,r- etail Window Hdr. D o 17 r TW3052 3"5M TW3052 3°SM TW3052 TW3052 3"SM TW3052 0 o TW3052 3"SM TW3052 3"SM TW3052 o NJOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NOTE: PROVIDE FIRE BREAKS TW3052 3"SM TW3052 3"SM TW3052 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE TW3052 3"SM TW3052 3"SM TW3052 AS PER PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL g THE 2020 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE L4 > RESIDENTIAL CODE OF 7'-4y" T-4 1'-3%" 7'-3Y" -634 -6" DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UIIKNOWTJ OR NEW YORK STATEUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 14 9" 14 7%" 10 04. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 7'-4Y' 7'-4N 7'-3%= —7'-3r 4'-6 -6 A 39'-5" , 14'-7Y" 10'-0%" g S)EAL: DATE: 39'-5" MAY 18,PROJECT N0: 2018 SECOND FLOOR PLAN R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE . , 1032-2018 ` SECOND FLOOR F PLAN DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUICTED TO SAFELY SUPPORT Scale:4°= 'Ir-O" BDK ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH CHECKED BY: Scale: -Ow THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LC)AD PATH THAT MEETS THERB REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE ! T NUMBER: TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS C(ODE ARE DEEMED TO Existing Structure PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT COMPLY WITH THE REQUIREMENTS OF THIS SECTION. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Existing Structure KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 05 a R301.1.1 ALTERNATE PROVISIONS f AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT New Structure PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE: OF NEW YORK STATE. New Structure Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® MDESIGN-A%OMTES x r 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 6 r 7-1 22'-3� / - ' IDL1193' TW3052 3"SM TW5052 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH TW3052 3"SM TW3052 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE KER DESIGN ASSOCIATES LLC 2x6 Ceiling Joists -16"oc I residential & commercial design . consulting i NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING I PO.Boz 1675 phone; (631)433-9084 HOUSE. i ' Southold,New York 11971 E-Mail: ssbn654@opton1ine,ne1 A, 1 24 Ceiling Joists -16"oc ( A 1 1 Kehl Design Associates,LLC e formerly D A K Associates,LLC ALL HEADERS ARE TO BE I I 7, ." (2)13/"X 9Y" LVL UNLESS ` JWNEkSHIP & USE OF DOCUMENTS: OTHERWISE NOTED I These drawings and specifications including the B B I ideas, design and arrangements represented D 0 01 I 2x6 Ceiling Joists -16"oc I ASSOCIATES LLC.therein, are the property of KEHL No pat thereof shall be -Q', NOTE: VERIFY ALL DIMENSIONS ° Storage INSURE WALLS OF NEW ADDITION i I copied, disclosed to others or used in connection a7 LINE-UP WITH WALLS IN HOUSE, with any work or project other than for which o Above I I they have been prepared without written consent. ' Garaa NOTE: PROVIDE FIRE BREAKS N g AS PER 26 Ceiling Joists -16"oc I THE 2020 RESIDENTIAL CODE OF NEW YORK STATE I I NOT FOR 1 2x6 Ceiling Joists -16'oc CONSTRUCTIO 21 10 USE UNLESS 2x6 studs - 16"oc. I Studs to bottom of CERTIFIED BYE Rafters. 26 Ceiling Joists -16"oc P RO F ESS I O N ,L 26 Shoe I ENGINEER a H g 4" COX Sheathing B. 01 301 13"x18" LVL BeamX1 1 301 II II 4" CDX Sheathing- 1 heathing IIII 13'x18" LVL Beam I WORK NOTES: 3" " CDX Sheathing IIII , CDX Sheathing U1 N III IIt" CDX Sheathing Q VIII 2 Ba h'-. co o� ago � I o o VIII o Loft 411 7 111 11 12x10 Ceiling Joists -16"oc " Simpson Hanger o Ala er Ba hr oniVIII See Beam Detail A106 " " Sheetrock I Loft III C )14 x118 VIII D1 LVL Beam Note: Rafter to Simpson Hanger be Located on Mounted Upside down " CDX Sheathing Each Side of IIII 14z18" LVL Beam C 301 Girder and iT- VIII 0 Thru Bolted_ (3) 13/4"x9Z' LVL Flush Girder 2z4 Soffit Framing a CDX Sheathing with (2) 2 IIII 19"08" LVL Beam Bolls �I II 4"CDX Sheathing NOTE: Above Beam to be Glued and Nailed VIII Coe. vertically and spaced 12"oc. horizontally (2)2x6 Top Plates III II • with 6p galy. ring shank nails, and then screwed — 2x6 studs - 16"oc. A I e (IIII Stairs together using Simpson .22% 5" I Stairs III II p Strong- Vertically Tie SOWS Timber Screws (6 Screws III II U Vertically as Per Manf, Specs. and spaced Up III A at 2'-O"oc Horizontally. A TP'ROJECT: II Second Floor Attic a o o III � ` N N III Flush Ridge Beam 3 iii Detail A106 (2) 1/"z 11$' LVL Flush Beom g" F_ III NL 2x10 Ceiling Joists -16 oc s III 2425 °1 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ' MILL CREEK DRIVE I'JEST o 0 o THE 2020 RESIDENTIAL CODE OF NEW YORK STATE o SOI ITHO D! N�! 11939 s o �+ V f7 1� Cn m �] N N Living Living Master °1 SCTM: # 051-06-040 III 2x10 Ceilin Joists -16"oc Room `� _ _ NOTE: VERIFY ALL DIMENSIONS TO }DRAWING TITLE: Cl) Bedroom III Room INSURE FLOORS OF NEW ADDITION x x ALINE WITH FLOORS IN EXISTING CJ <L III HOUSE. III SECOND FLOOR CEILING r� III 14"x 77" LVL Header ALL HEADERS ARE TO BE 2 13/a"x 117" LV Flush Beam y r (2)1%TX 9 ISE NOTEDY2" LVL FRAMING PLAN & ( ) $ II III (2) 14 z 92 LVL Header 2x10 Ceilin Joists -16"or, SECOND FLOOR CEILING a 2x1D Ceiling Joists -16"oc III 14' 72" LVL Header FRAMING PLAN Window HdD.Detail NOTE: VERIFY ALL DIMENSIONS ' TW305E 3"SM TW3052 3"SM TVV3052Li o INSURE WALLS OF NEW ADDITION B LINE-UP WITH WALLS IN HOUSE, B TW3052 3"SM TW3052 3"SM TW3052 NOTES: g THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NOTE: PROVIDE FIRE BREAKS PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 4'-9" 14'-7y" 10'-D 4" THE 2020 14'-9" 14'-7� 0'-0�" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE T-4Y" —7'-4Y2 T-3%" 1'-3� AS PER DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 1 RESIDENTIAL CODE OF 39'-5' UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW YORK STATE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SECOND FLOOR CEILING FRAMING PLAN SECOND FLOOR RAISED CEILING FRAMING PLAN SEAL: DATE: MAY 18, 2018 PROJECT N0: Ir Scale:q�_ ��-0� R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE Scale:d"= V-oe " 1032-2018 Existing Structure Existing Structure �. a. DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ',"r".'� BDK ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC 4A . CHECKED BY: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE New Structure O RB New Structure REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS C COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �:� MEET NUTABER: = TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT COMPLY WITH THE REQUIREMENTS OF THIS SECTION. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEAl 00 R301.1.1 ALTERNATE PROVISIONSWITH WRITTEN PROOF OF PURCHASE.PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN ---- CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. , DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C) KEMDBSIGN"A3SOC9 TTI uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. II lJ LJ l l_ LILLL-LLilu 1J L1 IIII ILII U ILII I I LL U �� LSI ILS 1 J 1 1LI,I IIJ LLLl1 III LH II III II I ISI I ISI I I I�LI_� PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH �j� 1 111 "`"' X111 IIII �I�LLf� THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 111�HL DESIGN ASSOCIATES �c ��I ILMI I��I I��I ILEI ILUILE IUL11 LUI L II I�II_ I Li ILIIII I�IlI1] Ill U I I LLLJ L IJ I LL11 U H IdLLhLLflL1L1LI L1 LULL LULL I IBJ V I I I 1 Lresidential & commercial design • consulting I LLL I I IJLLLJLLLLLLL LLL LtLtLL J LL L�Lll L1L�1 LI1Lll IIJ �I J LJLJ III I LL SLI �� IJ1JI� I' L NOTE: VERIFY ALL DIMENSIONS TO TI I LLINSURE FLOORS OF NEW ADDITION IPO.BOX 1675 ALINE WITH FLOORS IN EXISTING phone: (631J 433 9084 HOUSE. Southold,New York 11971 E-Mail: ssbn6540optonline.net I II III II 111111 IW I III IIII L I III L L_I IL ILII IIIIII LI LIILI L�J 11 I 1111 Kehl Design Associates,LLC o formerly D A K Associates.LLC LLIL LILLY ALL HEADERS ARE TO BE :.. (2)1 a"X 9Y" LVL UNLESS OWNERSHIP & U5E OF DOCUMENTS: LLI OTHERWISE NOTED These drawings and specifications including the �IIIIIIIIIIIIIIILII uLJI ideas, design and arrangements represented LLLLU I� LLtherein, are the property of KEHL DESIGN Ll II LI L L I NOTE: VERIFY ALL DIMENSIONS ASSOCIATES, LLC. No part thereof shall be It LL11-L INSURE WALLS OF NEW ADDITION copied, disclosed to others or used in connection I LL LL �I I�I�I�I L l�V V LI L.I V I LILJll LINE-UP WITH WALLS P! HOUSE. with any work or project other than for which they have been prepared without written consent. Ceiling Height SLI IJLJ li ISI L.1 ILLI I ILIO LJJ IIIIII LI ILII Top of window ILII I ILS ILL IL I.I II LI �JLLLLLII ILL II LIJ I_ ILLI 11 IIIIII Llll IJJ� II II IIIIII III NOTE: PROVIDE FIRE BREAKS ILLI II Illi II II ILII II ILL U I_I�I I ELIIJ�1j AS PER V LL IIIIII L11 III ALJ LJJ 1 U LLJI LJ U IJ Il JLJ III THE 2020 I1LIIII III IIII ILILIIII II ILII ILWIJLJ 1L �L LId� 11 LLII IIIIII � 11 I LL L I' III �L RESIDENTIAL CODE OF LI ILII_ IIIIII IIIIII IIII NEW YORK STATE NOT FOR II:I LLILIJLL1LL11 IILLLLI o CONSTRUCTION' 11 11111111 Elul 11 ILLI SII 111111 IiI! 11 HillI �L IIII 1 L III 111111 11111 T t USE UNLESS 1 Ill CERTIFIED BY Top of Subfloor PROFESSIONI►L Ceiling Height ENGINEER Top of window S S v WORK NOTES: Top of 7.25" Baseboard Top of Subfloor Top of Foundation EL J � EAST ELEVATION_ SCALE: 1/4"=1'-0" s a 1 • 2 I , r Y I I I I �PROJECT: TI O - tirl Rin YJ r,D" C;ES' I 2425 MILL CREED DRIVE WEST M L' SOUTHOLD, NY, 11 939 I _ Tray Ceiling Height Ceiling Height II Ceiling Height SCTM: # 051-06-040 Top of window — Top of window DRAWING TITLE: z ' o j I U ELEVATIONS AS NOTED II 11 1I - Top of Subfloor L Top of Subfloor Ceiling Height -� Ceiling Height © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE r PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NOTES: Top of window Top of window WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY of rHE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMFNTS WILL BE ^'(-- —— PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY AL L FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LLJUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPT,I COMMENTS NOT N Acceptance of these drawings does not authorize the right to build without the authorization FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS.o of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 'SEAL: DATE: Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such fl agencies prior to construction. MAY 18, 2018 Top of 7.25" Baseboard � � Top of 7.25" Baseboard ti PROJECT NO: Top of Subfloor F1 Top of Subfloor 1032-2018 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 7; = DRAWN BY: Top of Faundation=— 1 Top of Foundation BDK R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC CHECKED BY: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH RB THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE `'' SHEET NUMBER: WEST ELEVATION REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. � � a �; SCALE: 1 4"— SC / — 1-0 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT - TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN DOB NUMBr_h: OF CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) ©t MMDE90'ASS M E3 ac 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Yi \IC7�1_rl7 [ / PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE r"�EHL DESIGN ASSOCIATES LLC residential & commercial design • consulting NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION PQ.Boz 1675 phone: 1631 433-9034 ALINE WITH FLOORS IN EXISTING Southold,New York 11971 E-Mail: ssbn654Coptonllne.nel HOUSE. Kehl Design Associates,LLC e formerly D A K Associates,LLC ALL HEADERS ARE TO BE OWNEkSHIP & USE OF DOCUMEN S: (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN NOT: VERIFY ALL DIMENSIONS ASSOCIATES, LLC. No part thereof shall be INSURE WALLS OF NEW ADDITION copied, disclosed to others or used in connection Tray Ceiling Height — LINE-UP WITH WALLS IN HOUSE. with any work or project other than for which they have been prepared without written consent. Ceiling Height M I Top of window NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 M RESIDENTIAL CODE OF NEW YORK STATE N OT FO R O_ I CONSTRUCTION M---- USE UNLESS Top of Subfloor CERTIFIED BY Ceiling Height PROFESSIONAL Top of window EN WEER a I 0 WORK NOTES: T_,p of Subfloor a Top of Foundation —�—� Grade r SOUTH ELEVATION_ SCALE: 1/4"=1'-0" Y e10'Cli A F 1' E D E N y# 8 k PROJECT: 2425 I1,1ILL CREED( DRIVE WEST SOU'THOLD, IVY, 11939 SCTM: # 051-06-040 Ceiling Height DRAWING TITLE: I Top of window F 77 0 ELEVATIONS AS NOTED © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE , PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NOTES: Top of Subfloor WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I Ceiling Height — KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DESIGN PRDFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Top of window DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR s' UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UP011 COMMENTS NOT Acceptance of these drawings does not authorize the right to build without the authorization FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such SEAL: DAT E: agencies prior to construction. MAY 18, 2018 PROJECT NO: U 1032-2018 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT BDK Tap of Subfloor ---4 ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC r.. CHECKED BY: Top of Foundation LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH a RB THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE SHEET NUMBER: REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A202 NORTH ELEVATION R301.1.1 ALTERNATE PROVISIONS °` rf AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT a TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN , DOB NUMBER: OF SCALE: 1/4"= 1'-0" CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) © KMDE9GN•ASSOQA'IP,S,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Z Ride Vent / r '% r% �. %r 14,,9118" LVL Ridge r r r r t ,..,; r ,., r„ err/ �,.r „ �. Hurricane Strapping PROVIDE HURRICANE STRAPP NO IN ACCORDANCE WITH 2x10 Rafters Ridge Vent �il �1 THE 2Q20 RESIDENTIAL CODE OF NEW YORK STATE e" COIce and Water Sheild X Roof Sheathing 14"x118' LVL Ridge PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UHL DESIGN ASSOCIATES LIC f"41 GAF Architectual Roof Shingles PSL 14"z 92' Rasters residential & commercial design " consulting !MOTE: VERIFY ALL DIMENSIONS TO •1- � z oar ie777 c. 2x10 Rafters - 16"oc. s" J,-- e CDX Roof Sheathing 'DOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION "CDX Roof Sheathing Ice and Water Sheild INSURE FLOORS OF NEW ADDITION P0.Boz 1675 phone; 16311 433-9084 ALINE WITH FLOORS IN EXISTING Ice and Water Sheild ALINE WITH FLOORS IN EXISTING GAF Architectual Roof Shingles Southold,New York 11911 E-Mail: ssbn654@o fonline.net HOUSE HOUSE. p GAF Architectual Roof Shingles 11-x6 OPa Ti S 16 C, Kehl Design Associates,LLC"formerly D A K Associates,LLC _ • EAERE TO BE e� 6� ALL3HEADERS ARE TO BE OWNLkSHIN & USE OF DOCUMENTS:VL UNLESS �� s 2x6 Studs 16"oc. (2)1/,X 9/ LVL UNLESS NOTED ' Carriage Bolts OTHERWISE NOTED These drawings and specifications includingthe 2x6 Blocking ideas, design and arrangements represented (2)2x6 Top Plates (2)2x6 Top Plate (2)226 Top Plate g therein, are the property of KEHL DESIGN 2x4 Ridge Poles 2x4 Ridge Poles 1x8 Azek Fascia's Attic Sheathing ELINE LL DIMENSIONSL12" Beaded AzekVented Soffits "" CDX Roof NOTE: VERIFY ALL DIMENSIONS ASSOCIATES, LLC. No part thereof shall be NEW ADDITION 3" r --" z Sheathing R-30 Insulation NSURE WALLS OF EW ADDITNcopied, disclosed to others or used in connection LLS IN HOUSE. 14 81119 LVL Boz Bm. 14"x11 g" LVL Box Bm. Provide Air Baffle LINE-UP WITH WALLS IN HOUSE. with any work or project other than for which Over Garage Door ' CDX Roof e' 2x10 False Rafters they have been prepared without written consent. TJ1560 x 118' - 16"oc. TJ156D x 1181" - 16"oc. " Exterior Sheathing Filler Grace House Wrap or Equal Hurricane Strapping :" CDX Subfloor 2210 Blocking for 4'-D" NOTE: PROVIDE FIRE BREAKS 2x6 Top Plate 2x6 Top Plate (3)14"x16" LVL Header Hardi-Plank Siding in from the Gable Wall R-30 Insulation NOTE: PROVIDE FIRE BREAKS AS PER 816 Ledger Board 2x6 Ledger Board g AS PER THE 2020 g 9" Simpson Hanger THE 2020 2x10 Ceili1. ng Joists - 16"oc. M1 11 RESIDENTIAL CODE OF 2" CDX Ext. Sheathing RESIDENTIAL CODE OF NEW YORK STATE New Garage 1x8 Azek Fascia's R-30 Insulation See Second Floor NEW YORK STATE 12" Beaded Azek Vented Soffits Attic Flush Ridge Provide Air Baffle NOT rC O R 2x6 Framing 2x6 Framing Beam Detail A106 -2x6 Shoe 2816 Shoe Walk-in Bedroom 2x4 Kneewoll CONSTRUCTION 4" CDX House Subfloor (Match Existing) CDX Subfloor(Match Existing) Office / Sitting Area Beyond �+ Hurricane Stropping Exterior Sheathing W USE UNLESS PP g = _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ =� — p q ' Closet Entrance (3) 14'x 92' LVL Flush Beam R-30 Insulation I 1y"x 91" LVL Flush Beam Grace House Wrap or Equal a 2 ; 2x10 - 16"aa. I CERTIFIED B`� "x 18" Anchor —____________ — — — — — — — — — — — — — Hardi-Plank Siding TJI210 z 92" - 16"oc. I I TJI210 x 92" - 16"oc. 'A Bolts 32'oc. R-21 Insulation (2)�5 Horizontal Reba 4" PC Slab 4" PC Slab Monolithic Poured TJI210 z 9" - 16"oc. W/6816 10/10 WWM W/6x6 10/10 WWM Apron with W/6x6 10/10 WWM 4" CDX Subfloor Provide Air Baffle F RO F ESS I O Nit,I 8" PC. Foundation 2814 Plate I I Hurricane Strapping , p� Hurricane Strapping Ex. 2x6 Ceiling Joists 92 Perimeter Beam E N G I iI E E R #5 Vertical Rebar 48"oc. #5 Rebar 92' Perimeter Beam —1x8 Fascia Short Way #5 Rebar Pins 11 112x6In 3 - 1 61tc, 11 (2)#5 Horizontal Rebar 2'-0"oc. R-19 Insulation 20"x8" Conc. Ftg.- 2 0°C' R-19 Insulation R-19 Insulation �12" Beaded Azek Vented Soffits (4)#5 Rebar Wood Post Hurricane Strapping lx Azek Freize Board Min. 3'-0" Below II g II Bearin Point Final Grade h 1'-g"-Y Long Way " Exterior Sheathing R-15 Insulation-- 2x4 Girder Build-Out Equally Spaced Grace House Wrap or Equal Covered WORK NOTES: Hardi-Plank Siding R-21 Insulation 3Y„ r CROSS srA z Kitchen Closet Bathroom Entrance 4x4 ACQ Post 3„ 2x6 ACQ Packing SCALE: 1/4"=1'-0" 3J01 4" CDX Subfloor a CDX Subfloor a CDX Subfloor 1x Azek Wrap Existing 2x10-16°oc. Existing 2x10-16"oc. TJI210 x 92 - 16"oc. Finish Sistered with Sistered with 1x8 Azek Base Trim Hurricane Stropping14"x 92' LVL 14"z 92" LVL 4"Stone PC. Slab with 6816 w/WWM 10/10 Hurricane Strapping Ridge Vent 1• 92 Perimeter Beam ° 4x4 Simpson Post Anchor 14x118' LVL Ridge -%18"Anchor Bolt R-19 Insulation R-19 Insulation R-19 Insulation (2) 14"z 9" LVL Flush Beam #5 Rebar 24"oc. PSL l4'x 92' Rafters Hurricane Stropping 8" PC. Foundation 2x10 Rafters - 16"oc. Compacted Fill g" CDX Roof Sheathing g" CDX Roof Sheathing 14"-34" 3-42" -44• '-0" \ Ice and Water Sheild Basement Ice and Water Sheild Conc. Ffg. Min, GAF Architectual Roof Shingles \_4" Steel Column 4" Steel Column 4' Steel Column 4" Steel Column 3'-0" Below Final Grade GAF Architectual Roof Shingles Slab 4" PC Slab 2x6 Collor Tits 16 oc. * •� Provide All Access �l 2x6 Studs 16"oc. Through Pofters Provide Air Baffle A b O o E o B o A 2 CDX - - — 2x6 Blocking �c Sheathing 21" CDX Roof —Z'-O'� 1•--2 1-6 Sheathing R-3D Insulation See Footing Specs Below See Footing Specs Below —7'-4• See Footing Specs Below See Footing Specs Below 4814 ACQ Post }} o llic Provide Air Baffle See Footing Specs Below 2x6 ACQ Packing PROJECT: 21" CDX Roof a 2x10 False Rafters Filler 181 Azek Wrap Hurricane Shopping " CDX Subfloor 1x8 Azek Bose Trim 700%_40,0�:SA I 11 11 1] R 3Q Insulation CROSS SC x10 Ceiling Joists - 16"' c. Provide Air Baffle 4814 Simpson Post Anchor g 1818 Azek Foscia's R-30 Insulation Simpson Hanger SCALE: = 1'-0" R. 12" Beaded Azek Vented Soffits See Second Floor p 9 301 "8118" Anchor Bolt I I Attic Flush Ridge ® Covered Porch Post R-21 Insulation I I Beam Detail A106 C �" Exterior Sheathing � Shower I I 1 O"'� I 0 Insulaii n 225 r Wash 2 Bath . " Construction FILL CREED DRIVE WEST Croce House Wrap or Equal -g 3_0- W1 2 6_1Sifting Area R-15 Insulation FOOTING SPECS. SOUTHOLD NY 11939 Hardi-Plank Siding 4" CDX Subfloor Dryer 4" CDX Subfloor a n Hurricone Stropping TJI210 x 92 - 16"oc. 4TJ1210 x 91" - 16"oc. FOOTING DIMENSIONS AND INFO. R-15 Insulation I R-21 InsulationNEW 2'-0"x 2'-0"x 1'-0" Concrete FootingSCTM: # 051-06-040 Hurricane Stropping with (3)#5 Rebar E.W. Equally Spaced 92' Perimeter Seam it I I A16 iii i 1 z ' if l i DRAWING TITLE: I B NEW 2'-6"x 2'-6"z 1'-O" Concrete Footing � with (4)#5 Rebor E.W. Equally Spaced R-19 Insulation R-19 Insulation R-30 Insulation 12 Beaded Azek Vented Soffits R-15 Insulation Hurricane Strapping lx Azek Freize Board R-15 Insulation NEW 3'-0"x 3'-O"x l'-0" Concrete Footin g' Exterior Sheathing 2x4 Girder Build-Out � I Grace House Wrap or Equal R-15 In lotion R-15 Insulation Hardi-Plank Siding Covered with 5 5 Rebar E.W. E uall Spaced s NEW 4-O"x 4'-0"z 1'-0" Concrete Footing SECTIONS AS NOTED C Bedroom CL. Bathroom Bedroom Entrance 4x4 ACQ Post with 6 5 Rebar E.W E uall Spaced 3 2x6 ACQ Packing ' CDX Subfloor NEW Custom Concrete Footing1'-0" Thick with 4" CDX Subfloor a lx Azek Wrap 5 Rebar E.W. as per Plan E ally Spaced ' Existing 2x10-16"oc. © 2210 - 16"oc. Sistered with Finish Stone 1x8 Azek Base Trim COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 131, 9'" LVL 4" PC. Slab with 6x6 PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NOTES: Hurricane Strapping a 2 w/WWM 10/10 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 92" Perimeter 3eam KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DIESIGN PRDFESS10NAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 44 Simpson Post Anchor PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL R-19 I sulatio R-19 sulatio �"8118" Anchor Bolt ' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOP, RELD FIT. THE (2)2x4 Top Plate (2)2x4 Top Plate #5 Rebar 24"oc. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Compacted Fill 8" PC. Foundation Acceptance of these drawings does not authorize the right to build without the authorization FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Bs m nt Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ;SEAL: DATE: 16"x8" Conc. Ftg. Min. agencies prior to construction, MAY 18, 2018 3'-0" Below Final Grade PROJECT N0: 2x4 Studs 16"oc. 2x4 Studs 16"oc. 1032-2018 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE „" DRAWN BY: LU 1� I R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT BDK ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC CHECKED BY: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH c� RB 2x4 Base Plate 2x4 Base Plate THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE * -.. SHEET NUMBER: 2x6 ACQ Shoe 4" PC. Slab 2816 ACQ Shoe REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS ""'- TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A301 CROSS � �.. ' R301.1.1 ALTERNATE PROVISIONS :''a•: >. .';, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT SCALE: 1/4"= 1'-0" 301 TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN DOB NUMBER: CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) V KEMDESIGN•ASSOCI M,uc l 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /'.'. 1;,�%r'/. Un 11 YJ LE IT1ql [,21 KEHL DESIGN ASSOCIATES residential & commercial design • consulting Hurricane Strapping Hurricane Stropping 2x6 Flyrafters 12" OH. Ridge Vent Ridge Vent a" z 13,"xllz" LVL Ride PO.Box 1675 phone: 16311 433-9084 14 zlla' LVL Ridge Southold,New York 11971 E-Mail: ssbn654@optonline,net PSL 14"x 921" Rafters 2x10 Rafters – 16'oc. 2x10 Roffers Kehl Design Associates,LLC o formerly D A K Associates.LLC CDX Roof Sheathing fill II �7 "!Zi//%% /',' '�m'"'�J'%'%77 „. 8" CDX Roof Sheathing �� a 9 8' CDX Roof Sheathing Ice and Water Shetld Ice and Water Sheild n r 2x4 Outriggers 11 OWNERSHIP & USE OF DOCUMENTS: Ice and Water Sheild GAF Architectual Roof Shingles GAF Architectual Roof Shingles GAF Architectuol Roof Shingles These drawings and specifications including the ideas, design and arrangements represented 2x6 Collar Ties 16"oc. therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be °� copied, disclosed to others or used in connection with any work or project other than for which the have been prepared without written consent. 2x6 Studs is"oc. 21" Carriage Bolts I I I I I I I I I I I I I I I I I I tt I I I y p p 2x6 Blocking 2" CDX 10 2x10 False Rafters I I I I I I I I I I I I I I I I I I Attic Sheothing II I I I I I I I I I I I I I I I I I I I I I I I I I I 2' CDX Roof I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Sheathing — I R-30 Insulation � d I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21" CDX Roof I 2x10 False Rafters Provide Air Baffle I I I 1 —I — — —I — — —( —I — — —1 — — —1 OT F® Filler I I I I I I I I 1 1 1 1 1 1 I I 1 1 I I 1 I I r Hurricane Shopping 22110 Blocking for 4'-0" 1 ( I 1 1 1 1 I I 1 I 1 1 1 1 2x10 Ceiling Joists - 16"oc. inlfrom the Gable Wall R-30 Insulation x10 i ng J - c. CONSTRUCTION Simpson)Hanger See Second Floor R-30 Insulati n 2x1 Ceil:n Joists 16"oc. 221 Ceiling oisfs 16"oc. _ — — — _ _ (2)2x6 Top Plate — — — — — — — —— — 1 Attic Flush Ridge _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USE UNLESS 1x8 Azek Fascia's See Secong Floor Beam Detail Page A106 — — — — — — — — — — — — — — — — — 12" Beaded Azek Vented Soffits 1 — — 1 Attic Flush Midge CERTIFIED BY A F - I Beam Detail A106 PROFESSIONAL 1 1 I 1 1 Master Walk-in G 8" Exterior Sheathing I 1 I 1 x R-15 Insulation °i ENGINEER Offi�Ce / Sitting Area Beyond 1 Bathroom Closet Master Bedroo Insulation Croce House Wrap or Equal Master B dre m 1 1 Hardt-Plank Siding ( Provide Air Baffle R-21 Insulation 1 1 I I 11 Hurricane Strapping I I 1 1 i 1 Hurricane Strapping 2x6 Shoe = 921° Perimeter Beam —1x8 Fascia TJI210 x 9 - 16 ac. 1 x - oc. U x - 1 oc. WORK NOTES: x6 Ceilin Joists – 16 oc. R-19 Insulation (2)2x6 Top Plate ❑ ❑ 12" Beaded Azek Vented Soffits R-19 Ins tion R-19 Insulation R-21 Insulation ` ix Azek Freize Board 8" Exterior Sheathing Grace House Wrap or Equal 8" Exterior Sheathing R-15 Insulation 3'-1" Hardi-Plank Siding Grace House Wrap or Equal Kitchen �� Living Room I Hardi-Plank Siding Bedroom c Kitchen Dining Room R-21 Insulation ;" CDX Subfloor ,° CDX Subfloor 2x10 – 16"oc. " R-21 Insulation , TJI210 z 9g – 16"oc. Hurricane Stropping :1111H d N] 2x6 Shoe t° 2 1 4"z9'" L sh Girder z 92 Perimeter Beam TJI210 x 9 – 16 oc. O 2x10 Floor Joists – 16"oc. v � _ R-19 Insulation R- sulation R-191n. 11io R-19 Insulation R-19 Insulation R-19 Insulation R-19 Insulation (2) 14"'x 92"" LVL Flush Beam Crawl Space 14'-3 4" Basement Basement Basement 4" PC Slab 4" Steel Column E D C PROJECT B See Footing Specs Below See Footing Specs Below See Footing Specs Below See Footing Specs Eelow See Footing Specs Below FOOTING SPECS. �r^a S FOOTING DIMENSIONS AND INFO. NEW 2'-0"x 2'-0"x 1'-0" Concrete Footing r� with (3)#5 Reber E.W. Equally Spaced CROSS S B rr�� B NEW 2'-6"x 2'-6"x 1'-0" Concrete Footin 2425 with (4)45 Rebor E.W. Equally Spaced _ .�. SCALE: 1/4"– 1-0" 302 IAILL CI-% REEK DRIVE ES CROSSS A NEW 3'-0"x 3'–C"x 1'-0" Concrete Footing SOU 1THOLD, NYS 11939 with (5)#5 Rebar E.W. Equally Spaced SCALE: 1/4"= 1'-0" O NEW 4'-0"x 4'-0"x 1'-0" Concrete Footing with (6)#5 Rebar E.W Equally Spaced SCTM: # 051-06-040 NEW Custom Concrete Footing 1'-0" Thick with DRAWING TITLE: 5 Rebar E.W. as per Plan Equally Spaced M E HURRICANE STRAPPING IN ACCORDANCE WITH PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH20 RESIDENTIAL CODC OF NEW YORK STATE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS AS NOTED a NOTE: VERIFY ALL DIMENSIONS TO I NOTE: VERIFY ALL DIMENSIONS To INSURE FLOORS of NEW ADDITION - © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � INSURE FLOORS OF NEW ADDITION PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUTNOTES ALINE WITH FLOORS IN EXISTING : ALINE WITH FLOORS III EXISTING WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE HOUSE. HOUSE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ; PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR O2 is/"X 9/1/2" LVL UNLESS (2)1%"X 9Y" LVL UNLESS ; UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OTHERWISE NOTED Acceptance Of these drawings does not authorize the right to build without the authorization ; FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. OTHERWISE NOTED of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such SEAL: DATE: NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS agencies prior t0 construction, MAY 18, 201 8 INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION PROJECT N0: LINE–UP WITH WALLS IN HOUSE. � 1032-2018 LINE–UP WITH WALLS IN HOU';E. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT BDK NOTE: PROVIDE FIRE BREAKi NOTE: PROVIDE FIRE BREAKS ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC h. CHECKED BY: AS PER AS PER LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH RB THE 2020 THE 2020 THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE + - � SHEET NUMBER: RESIDENTIAL CODE OF RESIDENTIAL CODE OF REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS NEW YORK STATE NEW YORK STATE TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A302 R301.1.1 ALTERNATE PROVISIONS r " AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT ` TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN DOB NUMBER: OF CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) It KEHbDESIGN•ASSOCIATES,¢c 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)