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Home My WebLink About45665-Z a �Q�S00LXcoG� Town of Southold 11/17/2022 m� P.O.Box 1179 CD • 53095 Main Rd rJ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43607 Date: 11/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4680 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-14-36.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/23/2020 pursuant to which Building Permit No. 45665 dated 1/11/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including partially finished basement, sunken patio with outdoor fireplace, screened porch with patio below and swimming pool with deck surround and pergolaas applied for. The certificate is issued to Jacobson,Roni&Feldman,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45665 10/20/2022 PLUMBERS CERTIFICATION DATED 4/20/2022 Jose doretto A o ize Ji nature s TOWN OF SOUTHOLD o�gVFFQ(�coG a BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca Ma 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#: 45665 Date: 1/11/2021 Permission is hereby granted to: Jacobson, Roni & Feldman, David 175 W 73rd St Apt 2J New York, NY 10023 To: make additions and alterations (including the addition of a swimming pool with deck surround and pergola) to a single family dwelling per Trustees and DEC NJ letter as applied for. At premises located at: 4680 Wunneweta Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-14-36.6 Pursuant to application dated 12/23/2020 and approved by the Building Inspector. To expire on 7/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,283.60 CO-ADDITION TO DWELLING $50.00 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $2,633.60 Building Inspector hO��pF SO!/r��l . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 OIyCQU1Y1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roni Jacobson Address: 4680 Wunneweta Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 45665 section: 111 Block: 14 Lot: 36.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: YES Electric License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Detector 1 Duplec Recpt 138 Ceiling Fixtures 27 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 24 Smoke Detectors Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 169 CO2 Detectors Sub Panel 100X2 A/C Blower 4 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 10 Transfer Switch 200X2 UC Lights Dryer RecptGeS Emergency Fixtures Time Clocks Disconnect 200A Switches 40 4'LED 4 Exit Fixtures 11 Pump El Other Equipment: DW-2, Fridge-1, Freezer-1, Mini Fridge-3, Ice Maker, Micro, Pump 220GFI, Heater, Aqualink 12 Circuit/ 5 Used, 30OW Pool Tranny 3 Lights 115GF1, Salt Gene, Auto Cover 120GFI w/ Key Locked Switch , Car Charger Outlet, Step Lights-7 House & Pool Inspector Signature: Date: October 20, 2022 S.Devlin-Cert Electrical Compliance Form ST S Town Hall Annex Telephone(631)765-1802 54375 Maim Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Zc7 ZZ Building Permit No. Owner. 'Ra1Jl :ykCz35b1J (Please print) 2 Plumber.. �"b S f Q1\ rL1_y-VQ ^ M?_ !'; �b J (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of (�jl 20_,D- 1� l Notary Public, County LAUREN ANCHOR NOTARY PUBLIC-STATE OF NEW YORK No.01 AN6373556 Qualified in Queens County My Commission Expires 04-09-202 Home Energy Rating Certificate Property HERS 4680 Wunneweta Road Rating Type: Confirmed Certified Energy Rater: Michael Fauci JNS Development Rating Date: 2022-10-10 Rating Number: 4085 4680 Wunneweta Rd Registry ID: 553590256 Cutchogue, NY 11935 Estimated Annual-Energy Cost Use MMBtu Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Heating 43.7 . $2481 43% General information Cooling 4.7 $265 5% Conditioned Area 7416 sq. ft. House Type Single-family detached Hot Water 17.1 $432 8% Conditioned Volume 71201 cubic ft. Foundation More than one.type Lights/Appliances 45.9 $2428 42% Bedrooms 8 Photovoltaics -0.0 $=0 -0% Service Charges $120 2% Mechanical Systems Features Total 111.5 $5727 100% Air-source heat pump: Electric, Htg: 10.5 HSPF. Clg: 20.0 SEER. Air-source heat pump: Electric, Htg: 10.5 HSPF. Clg: 20.0 SEER. Criteria Air-source heat pump:- Electric, Htg: 10.5 HSPF. Clg: 20.5 SEER.. . This home meets or exceeds the minimum criteria for the following: - Duct Leakage to Outside 95.00 CFM25 2015 IECC UA Compliance ' Ventilation System Balanced: ERV, 150 cfm, 100.0 watts. 2018 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes EC New York State 2020 Building ShOl Features Ceiling Flat _ NA Slab 11-0.0 Edge -0.0 Under Sealed Attic R-44.0 Exposed'Floor NA Vaulted Ceiling. NA Window Type U-Val e: .300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate 350 CF 50 (2.95 ACH5 ) Foundation Walls R-13.0 Method Bl er door Michael Fauci .Energy Testing Services NOV o 9 202 t_l Lights and Appliance Features 1648 Locust Ave, Unit.E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propan Bohemia, NY, 11716 Interior LED Lighting (%). 100.0 Clothes Dryer Fuel Prop a 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 781 Clothes Dryer CEF 3.4 . Dishwasher (kWh/yr) 260 Ceiling Fan (cfm/Watt) 0. 0 Certified Energy Rater: G REM/Rate- Residential Erie gy Analysis-and Rating Software v16.6.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 4680 Wunneweta Rd, Cutchogue, NY 11935 Building Envelope Insulation _ Ceiling R-44.0 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.•0 Edge, R-0.0 Under Infiltration Htg: 3504 Clg:.3504.CFM50 Duct R-8.0 Total Duct.Leakage • 25.00 CFM-@ 25 Pascals j Window Data U-Factor SHGC Window 0.300 0.300' Mechanical Equipment ASHP: Electric, Htg: 10.5 HSPF. Clg: 20.0 SEER.. DHW: Instant water heater, Propane, 0.95 EF, 0.0 Gal. HERS Index: 55 f Builder or Desig2ofes 'on Signature REM/Rate Residential Energy Analysis and Rating Software x16.0.6 nn Energy Testing Services NOV 0 9 2072 2022 Combustion Safety Testing Form , �, �_I` Certified Home Address: 4680 Wunneweta Rd City: Cutchogue Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone (CAZ)# of 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: 2022-10-10 Outdoors Temp During Test: 68 OF 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: Heating System Primary: Yes❑✓ No❑ Type: Furnace❑Boiler❑Heat Pump ✓Q Other n t z Venting Type 3 Dra 1 S illa a Sin IIaQe CO CO E tcienc Fuel Type Circle Type) Pascal (Worst Case (Natural) orst Case atural Rating: 10.5 NL]PEI NQ�MpS� N/A Pa. Pass❑✓ Fail❑_ Pass❑✓_Fai10 N/Appm N/A PPM Yes ❑✓ die: Standard Tank aIndirect Tankless ❑ Size: 0.0 Style Common Vent Water Heater Primary: No Instantaneous ✓ Commercial SeeNot,5bel. (Gallons ( ) ) Stand Alone Q✓ s z Venting Tvne 3 Drat S iliapge in age(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (lI'orse Case) (Worse Case) (Natural) EF: 0.95 N❑P❑✓ OC[Eo N❑MEIS Z✓ N/A Pa. Pass❑✓ Fail❑ Pass✓oFailEl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes�7✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM t 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: 2022-10-10 Home Energy Rating Certificate Property HERS 4680 Wunneweta Road Rating Type: Confirmed Certified Energy Rater: Michael Fauci JNS Development Rating Date: 2022-10-10 Rating Number: 4085 4680 Wunneweta Rd Registry ID: 553590256 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS.Index: 55 Efficient Home Comparison: 45% Better Heating 43.7 $2481 43% General Information Cooling 4.7 $265 . 5% Conditioned Area 7416 sq. ft. House Type Single-family detached Hot Water 17.1 $432 8% Conditioned Volume 71201 cubic ft: Foundation More than one type Lights/Appliances 45.9 $2428 42% Bedrooms 8: Photovoltaics -0.0. $-0 -0% Service Charges $120 2% . Mechanical Systems Features Total Ill..5- $5727 100% Air-source heat.pump: Electric, Htg: 10.5 HSPF. Clg: 20.0 SEER: Air-source heat pump: Electric, Htg:. 10.5'HSPF. Clg: 20.0 SEER. Criteria Air-source heat pump: Electric, Htg: 10.5 HSPF. Clg: 20.5 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside. 95.00 CFM25 2015 IECC UA Compliance Ventilation System Balanced: ERV, 150 cfm, 100.0 watts. - 2018]ECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2020. Building Shell Features - = Ceiling Flat, NA. Slab R-0.0-Edge, R-0.0 Under - Sealed Attic R-44.0 Exposed Floor NA j NOV O 9 I Vaulted Ceiling NA Window Type U,-Value: 0.300, SHGC: 0.300 2022 r. Above Grade Walls R-21.0 Infiltration Rate 3504 CFM50 (2:95 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci Energy 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) 781 Clothes Dryer CEF 3.49 Dishwasher (kWh/yr) 260 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. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 4686 Wunneweta Rd, Cutchogue, NY 11935 Building Envelope Insulation Ceiling R-44.0 NOV Above Grade Walls R-21.0 Foundation Walls R-13.0 - Exposed Floor NA `'°"LL`s Slab R-0.0 Edge, R70.0 Under. Infiltration Htg: 3504 Clg: 3504.CFM50 Duct R-8.0 Total Duct Leakage 25.00 CFM @ 25 Pascals J Window Data J - - _ -U-Factor SHGC Window 0..300 0:300 Mechanical Equipment ASHP: Electric, Htg: 10.5 HSPF. Clg: 20.0 SEER. DHW: Instant water heater, Propane, 0.95 EF, 0.0 Gal. HERS Index: 55 _ -- ---------�___.. .� —_-� I. 'Builder or Design Professional Signature �- - REM/Rate Residential Energy Analysis and Rating Software v16.0.6 Energy Testing Services 2022 Combustion Safety Testing Form NOV 0 9 2022 Certified Home Address: 4680 Wunneweta Rd City: Cutchogue Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional fortes if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-10-10 Outdoors Temp During Test: 68 OF 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: Heating System Primary: Yes ✓❑No❑ Tvne: Furnace a Boiler❑Heat Pump Q Other❑ z Venting Type 3 Drat Sin llag Sin Ilar CO. CO Efficiency Fuel Tvpe Circle Type Pascal orst Case atural (Worst Case (Natural) Rating: 10.5 N❑PEI O❑E❑✓ NQNOM❑SO✓ N/A Pa. Pass❑✓ Fail❑_ Pass❑✓Fail❑ N/APPM N/A ppM Yes ❑✓ Type: Standard Tank aIndirect Tankless ElSize: 0.0Style Common Vent Water Heater Primary: No n Instantaneous ✓❑Commercial (See Note 5below) (Gallons) a Stand Alone ✓� s z Venting Type 3 Dra f S ip Mase Spil/age(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.95 N❑PZ O aE_o N❑M Q S❑✓ N/A Pa. Pass OFail❑ Pass❑✓_FailFl N/A PPM N/A PPM Oven 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) a 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. { Water Heater S le: 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: 2022-10-10 F SOUIyO� # # TOWN.OF SOUTHOLD-BUILDINGDEPT. cou765-1802 INSPECTION 1%4/15 NDATION 1ST [ ] ROUGH PLBG. [ - FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]' FRAMING /STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY v- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �lvdxk (V No DATE 1 '1D INSPECTOR � �o��OE SOGTyo6 # # TOWN`OF SOUTHOLD BUILDING DEPT. `�couHn ' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. X OUNDATION 2ND [ ] INSULATION/CAULKINGRAMING/STRAPPING-. [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ "] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �w. �aOF S0GTy0 # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O 765-1802 IN- ECTION [\4/FOUNDATION 1 S wl fAX [ ] ROUGH PLBG. [ ] F0UNDATI0N '21SID [ ] 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: DATE O �� INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O `7 Ll Q 1 L� 2& REMARKS: V !\P S- b t S 5-c OaA-s- U-co�— 4c�e,- ccf\ p AA 1a6t- ffcr G . WD 1 AJ l cCDP � DATE INSPECTOR �pF SOUIH # �# TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ UGH PL13G. [ ] OUNDATION 2ND [ INSULATIOWCAULKING [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S W , DATE INSPECTOR c OF SO�lyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `yi'ourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: h t f 16yv 14 off~ ��— Av 6mAov,) oil s &vA-knl'4-- . o DATE INSPECTOR pf SOGTyo� �✓ 6 / (J�V _ # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION'-2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]` FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] PRE C/O REMARKS: GA DATE INSPECTOR i JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 . (631) 774 7355 Date: November 9, 2022 To: Town of Southold Building Dept. Re: Framing/Strapping/Plumbing/Insulation Inspection Permit#45665 Jacobson 4680 Wunneweta Rd. Cutchogue,NY 11935 To Whom It May Concern: This letter certifies that Framing, Strapping,plumbing, and insulation inspections were performed on the above mentioned addition and all framing, strapping,plumbing, and insulation was installed as per plan and P r New York State Building Code. A pressure test was also performed on the entire pl ng system and all plumbing was found to be OK. Any questions feel free to call. Sin erely, OF NEW J e J Deerkoski P.E. amp LLI Z 07 50Z .o�,0 10NP� I 1 1 • ' • ' COMMENTS0 FOUNDATIONFOUNDATIOR�IST) 1 � WA P ` 0 SIM PLUMBING 1 • ENERGYSTATE • 1 ® _� �� , � ►�/ alb%�►il�r � � � \ it ADDITIONAL COMMENTS PM 1�cSILl FDA �� •9S °c�coby . TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• Sao Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT il . 171 For Office Only U PERMIT N0. �" Buil ' Inspect r: DEC 23 2020 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:December 23, 2020 OWNER(S)OF PROPERTY: Name:Roni Jacobson and David Feldman scTM#s000-111.-14-36.6 Physical Address:4680 Wunneweta Rd, Cutchogue, NY 11935 Phone#:917 386-5983 Email:rjacobson@mooreholdings.com Mailing Address:175 West 73rd St, Apt 2J, New York, NY 10023 CONTACT PERSON: Name:Meryl Kramer Architect Mailing Address:PO Box 1600, Southold, NY 11971 Phone#:631 477.8736 Email:Meryl@mkarchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Meryl Kramer Architect Mailing Address:PO Box 1600, Southold, NY 11971 Phone#:631 477.8736 Email:meryl@mkarchitect.com CONTRACTOR INFORMATION: Name:To be determined Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION [--]New Structure ®Addition ®Alteration []Repair ❑Demolition Estimated Cost of Project: [--]Other $750,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes 0 N 1 r PROPERTY INFORMATION ' Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the,Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,. housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B ( rint name): BAuthorized Agent ❑Owner Signature of Applicant: Date: • CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York S: No.01 BU6185050 COUNTY OF� ) Qualified In Suffolk County Commission Expires April 14,9 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20_-W Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Roni Jacobson and David Feldman 175 W 73rd St Apt 2J I, residing at New York, NY 10023 Meryl Kramer Architect do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Roni Jacobson and David Feldman Print Owner's Name 2 + ow"11try WFORMATION --_ -c-misting use of property.Single Family Re;*4enpe IMe"ded use of property-Serrg* FanWy fie5drrx:t* Zoneor use drttfxt in wh. m ch prnrses is wtuated; Are there any covenants and rerUM11ons with respect to R-40 thes Properly? Dye.. IF YES.P*OVIOE A COPY IN Check box After Reading , . M . n""p •w 4— .-I u.....cele• vtut w pot Ma h (%*V"v 216 ortev yw* Cabe 40RKA'00et,S�4411111 VA&ZO 1.,the rr.a/.-y Ow""Vrw.tt Aar^e N .an.♦ .e♦6-4-4►e•T,e evtt.eM tc t•a a..aa.t hay CRd.+ara.:r tti•...•.,(a Scvtbe! L.M-k ,• .(..-.Ar Ne+to•k ee at►re•epo&eaW 4..n.U,+/-...,n:.eee•jern-e h•e-e(c &V'(Z to H.,.y,.�A r1.ee»n+.•e.-et.x n ar M_•eget-»il sr go— So he's&-deecnbed tiw a�{ant @V• It(tv..�*,It,sj epa&esske tr.� o.faype.: w.M{.(.!e Mvt:g coN and r""a►ern ati to eMst.:f *%".apttwA:,n fe"�"•aM MI r 6..d ryptl►r,^rw Mune mveadeta►aHe NMOMNa wNr Nre,w 6N PAr"@&ad.as a QM A ffAMM r MrtaiMt M i eftayw RIO 0 or on Mw t«a su.e p.n.,... Application Subrnitto*d Ry(print name)- ,. " NAuthorttb Agent ❑Owner It StKnaturr of Applicant '�1Q7 Daft: w STATE OF NEW YORK) SS: COUNTY OF ) bang ally ,.warn, dep)ws and says thst ;slhe is the a;;pl,.d•11 (Name of individual signing contract)abov*named, iS)he is the _ (Contractor, Agent.Corporate Officer,etC.) of said owner or owners, and es duly autlw wed to prrfonm or have performed the said work and to make and fele this appiacation; that .111 aatrmcnts contained in this application are true to the best of his/her knowledge and brt.rf;and that the work will be performed in the manner set forth in the appli(at►on file therewl;th Sworn before me thn day of 70-- Notary Public PROPERTY OWNER AUTHORIZATION •1Where the applicant is not the owner) Rohl Jacobson and OavW Feldman 175 W 73rd St Apt 2J 1 rrsldir,t; dt New York. NY 10023 Meryl Kramer Architect do hereby authorize _ to apply on my bfthalt to the Town Of Southold Bq#mg oepartmrnt for apprnval .1i descr ted hrre•in Date f Feld ►ROPER"IWOU"TWI M Single Family ReSKJoIrMe Intended use of pfoperty.Single F amily Residences Exi�se of prapertlT - lOn!Of u1r' c.'♦t�it w file r ;n 1 t ;i;PS i! atpd Ate there any covefiants and festfiC IOns with respect to R40 is's property? EJYes is so If YES,PROYtt74 A COP" • ... ... ,.• r.,r.rM.✓i.oM.•K+.r:�.,�w/rAwiorYRY�/0?•'"W hl rA e+'w'M��r•1♦:7•+^rn+r +•.++w p+3.ar4 t!f C�aG+r F f+ •/'M 1..wr Cede ♦.4Rtty VA w/4 tv i.N�y O�W+ +•/�•'rtv wwre��.f�7�.�N•.�..�.�+1 s�era M++#i low r+r•a r•w+rT Lo✓hrH.►.,if.r,R.,...n'r ft**r,.+....r•rttif yfAa,wMr trwv., .r...w+aw a•�,q•..• b^Ira r..+v-,.+*dr.�zl b.>•f•K+. eV.1..GGfT�Mw/1 M Nr'�[�b'a'•.n.a.Q,eXr.�� to."". doo Ndr-:+h,•�,r•a1..-q ci Irw•6^cft.1•.�ww.r sl.i,�►h.�.r r++.•.W T1y+VOiCw+l N' tYCA i�•M N�Aw�.►+t�•ISM A►�..M• y ►..,,c..�:cM r,A..RvW..�..Inf'o.bei MArwd �',Ml1M�r.•pw+.+w J/a0 K�iN^t.r)tis ro.�Wr1 MSM/ 11 �....vw n a rip"A wrWrw�o.A/Mi+^I r..fr.tcn 2"04 oft*w.r.a.►Ual.VV.v+k'• Appr,c-ILon Submitted BY(pr t amt) , OAuthodied Agent �py.ncr $4XPature of Apps+cant. S1ATE OF N YORK) SS: COUNTY OF _ being dultr sworn,deposes and Says that Whr (Name of individual signing coMract)above named, (Sihe rs the (Contractor. Agent,Corporate, Officer,Ptc.) of Said owner or owners, and is duty author tied to peffo{m or hart pedoi reed the said wort and to make and file th applicdtion, that ap Statement%Contained in this apptiation aft true to the hest of h+Slhcr knowle6gr and t>riKf;and that the work will be performed in the manner set forth In the dpplKation file therewith Sworn before me this day of . . 20 _. _ �.... Notary Public PROPERTY OWNER AUTHORIZATION jWhere the applicant IS not the owner) Rani Jacobson and DaW Feldman 175 W 73rd St Apt 2J rr•:dng at � _ --- Meryl Kramer Arf�tAW New York. NY 10023 to appN u� do hereby auth;ar :e � _ __ my behat n of Southold Building Departmrnt fOf app.0,•31 t•tdescrib d herein Date Fekkwn s Si�ratur�e �F 2 r � E 1 r t h r ,. • • Y t LEITER OF AUTHORIZATION Rcr, Jacobson.incl Uavic Feldman 175W 73-1 So Am 2J New York. NY 10023 +Yr. MERYL KRAAAER ARCHITECT to act as our agent in obta►nirlalt permits reQuired by TOWN OF SOUTHOLD, SUFFOLK COLNTY ANN) NEW YORK STATE for the renovations and addit ons at 4680 Wunneweta Rd,Cutchog,c, NY 11935. ner QL1t,e- et - Mite Glenn Goldsmith,Presidentfr' F S0(fT Town Hall Annex A.Nicholas Krupski,Vice Presidents �rQ 54375 Route 25 John M.Bredeme er III P.O. Box 1179 Y Southold,New York 11971 Michael J. Domino G Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 INN d BOARD OF TOWN TRUSTEES Permit No.: 9795A TOWN OF SOUTHOLD Date of Receipt of Application: December 23, 2020 Applicant: Roni Jacobson & David Feldman SCTM#: 1000-111-14-36.6 Project Location: 4680 Wunneweta Road, Cutchogue Date of Resolution/Issuance: January 20, 2021 Date of Expiration: January 20, 2023 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Remove and replace (in-place) 218 sf grade-level masonry patio beneath existing second-floor porch to remain, construct 30"-ht x 11' Ig retaining wall adjacent to patio, and repair/cosmetically renovate porch (e.g., replace/reinforce ex. support posts/deck frame, replace siding and screen panels); remove existing retaining wall, excavate approx. 135 cy of soil material to lower existing grade adjacent to dwelling by approx. 5 ft, install 380 sf sunken masonry patio with approx. 37 If of 18"-high masonry curb and paver steps, and install drywell to collect patio runoff; construct 200 sf grade-level masonry patio in place of ex. 280 sf patio; construct+3' x 14' 2-story addition in place of existing bay window (adjacent to 100'wetlands setback); and establish 12'— 26'wide, approx. 1,770 sf non-turf buffer in place of existing lawn adjacent to bulkhead. 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 Marshall Paetzel Landscape Architecture, dated December 3, 2020 and stamped approved on January 20, 2021. Special Conditions: The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit 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. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President OFTown Hall Annex � ' 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly �• Telephone(631)765-1892 Elizabeth PeeplesO. •' Y�; Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1958C Date:.September 7,2022 THIS CERTIIZES that the;removal an&Wli cement(intRlac:W. 218'9fgraiie-level inasoriw-pa6b Beneath existing"second floor potch'toxemain construct 3'0"=ht x-1.1'•1 ,ceg�� tainin&&wall:adiacentao natio. . . aiid re— idcost>aetiaally renovate-porch"(e g replace/reinforce ex x110961•postsldeck frame,.renlace :siding,and'screewpanel0', remove existing.jetainingwall excavate approx 135cy'ofsoilmaterialto dower ekisting-grade adjacent to dwelling by aanrox 51 install 380 sf sunken #asonry natio with approx 371Eof 18 high masonry curb and waver steps and install4tMelI to'c'ollect patio runoff; constuuc#200 sf grade level'masonr�patio hi place ofex 280 sf tio•.construct+3'x 14'.2-story addition'in place af'ex'isting"bay window(adjacent to 1'00'wetlands setback)• and establish.l2'- 26' wide approx 1,770 sfnon-tuebuffer..in place"of'existing'lawn•adiacerit-to bulkhead.. At 4680 WunnewetaRoad.Cutchoeue Suffolk County Tax Map#10004 1-I44-3&6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 23.2020-pursuant to which Trustees Administrative Permit#9795A Dated January X 2021,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 removal and replacement(in-place)of-218 sf-grade-level•masonry Ratio beneath existing second-floor 0orch to remain construct 3'0"-ht x 11' le retaining wall ad'acent to Ratio,and repair/cosmetically renovate porch(e.g.,replace/reinforce ex support posts/deck frame replace siding and screen panels): remove existing retaining wall excavate approx. 135 cv.of soil,material to dower existing-grade adjacent to dwelling by annrox 5•ft install 380 sf sunken masonry natio with approx 37 If of 18"=high masonry curb and paver steps,and install drvwell to collect natio runoff; construct 200 sf grade level niasonrKpatio in place of ex 280 sf patio,construct+3LN-1 4'2-story Addition in place of existing ba ry window adiacent to 100'wetlands setback);and establish 12'=-26' wide approx 1,770 sf non-turf buffer in place of existinglawn adjacent to bulkhead. The certificate is issued to Roni.Jacobson&David Feldman owners of the aforesaid property. Authorized Signature Glenn Goldsmith,President so Town Hall Annex Michael J.Domino ,�0, c��, 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III 1 '; Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams �� ,�. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 23, 2020 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: RONI JACOBSON & DAVID FELDMAN 4680 WUNNEWETA ROAD, CUTCHOGUE SCTM#: 1000-111-14-36.6 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed the survey/site plan prepared by Marshall Paetzel Landscape Architecture, dated October 27, 2020 and determined that the proposed renovations, alterations, and additions to an existing 1 and 2 story single- family dwelling, on the captioned property are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Condition: Silt fence and haybales to be installed as located on site plan aforementioned. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. a It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, toL'C54/ Glenn Goldsmith, President Board of Trustees GG:dd - New York State Department of Environmental Conservation Building 40 -SUNY, Stony Brook, New York 11790-2356 Telephone(516)444-0365 Facsimile (516)444-0360 Erin.M.Crotty LETTER OF NON.TURISDICTION-TID L`VETLiYDS Commissioner < Date: August 1.7, 2001 Helen Rust Partnership RE: 1-4738-00860/00007 P.O. Box 7339 Helen Rust Partnership Proper Breckenridge, CO 30424 tyWunneweta & Bayberry Roads Nassau Point SCT-NI 1000-111-14-34 & 36.3 Dear Sir/Madam: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the functional bulkhead•greater than 100 ft. in length and constructed prior to 8/20i77, as shown on Aerographics Aerial AGC 67075 71-2002. dated 4/6/76, is beyond Article 25 jurisdiction. ti Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR.Part 661) no permTi it is required under the dal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your Project. Such precautions may include maintaining,adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Permit Administrator cc: Christian E. Uhl, Flower Hill Btdlding Corporation, Woodbury,.NY 11797 8243 Jericho Turnpike, Suite 010, Bureau of-Marine Habitat Protection, NYSDEC File DMG Scott A. Russell ,��°Su '� STO]KI MWA TIER,_ SUPERVISOR �T �T � z l��l[A\1�A\�G�]El��l[]EI�T SO,UTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) V DOES THIS PROJECT INVOLVE ANY OF THE IFOLLOWINO; Yes No (CHECK ALL THAT APPLY) Q❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑© C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ✓❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑© E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ©❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: a 111 14 36.6 02/29/2021 prop Section Block Lot 1 '7 ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information: � � 4 1 1 8�� trekpl.-x—mi Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 4680 Wunneweta Road Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Cutchogue, New York 11935 ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —� d10 /r 111 14 36.6 Stormwater Management Control Plan CHECK LIST. NAME: l e Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pleax Print b3i 411 �,� Date 02/09/2021 'oi * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist 5 t Tdgh—Number: 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries ✓ 00 b. Total Site Acreage. ✓ 0� c. Existing-Natural& Man Made Features within 500 L.F. ✓ �� of the Site Boundary as required by §236-17(C)(a). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing &-Area of Proposed Land Disturbance. ✓ �0 f. Existing& Proposed Contours of the Site (Minimum z Intervals) �0 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. ✓0�� j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). ✓ 0� 1. Location of proposed concrete washout area(s). ✓ �0 M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to 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. 17 1 00 b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e.g' infiltration basins swales etc.) *�* FOR ENGINEERING DEPARTMENT USE ONLY**** i D Additional Information is Required. Revieweel & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date SMCP has been approved by the Engineering Department. FORM 11 SWCP Check List-TOS MAY 2014 ggFO[,�`, �Ov 3 Za2� B' IL NG DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD c g,j11_�1T4 oT�i� Hall Annex- 54375 Main Road - PO Box 1179 -cowN OF SOU-,Ho Southold, New York 11971-0959 o44 �ap��. Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@.southoldtownny.gov - seand(@D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/19/21 Company Name: Yannucci Electrical Services, Inc Electrician's Name: Vinny Yannucci License No.: 50592-ME Elec. email:Vinny@YesElectricalinc.com Elec. Phone No: 631-258-7324 ElI request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 SHoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: Jacobson, Roni & Feldman, David Address: 4680 Wunneweta Rd Cutchogue Cross Street: 'Vanston Phone No.: Bldg.Permit#: 45665 email: Tax Map District: 1000 Section:111. Block: -14 Lot:-36.6 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): house renovation with addition, new pool, new 400amp underground service Square Footage: 13145 Circle All That Apply: Is job ready for inspection?: YES ]F Rough In ❑ Final Do you need a Temp Certificate?: YES 0 NO Issued On &y-,;Jjd 12 meq.-2 Temp Information: (All information required) Service SizeFv�1 Ph❑3 Ph Size: 400 A # Meters Old Meter# ❑✓ New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 2 ✓ H Frame Pole Work done on Service? D Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION `t 5 41os Ito%%IfF c OG BUILDING DEPARTMENT-Electrical Inspector C1. y< TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802-FAX(631) 765-9502 Temporary Certificate # �( i't� Date 2021 Customer Namen Electrician Name VW" Address q,&50 ot Phone 4 ?-5-9 Z e-mail e-mail 9.2 1A em Phone License# .j Q— Size 4f Oe,) A Phase Overhead Underground_ �� #of Meters f Remarks #of Underground Laterals1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid f 0 da the date above. Authorized by sufFoQ, BUILDING DEPARTMENT-Electrical Inspector C* TOWN OF SOUTHOLD W • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'yjj_ �a0� Telephone (631) 765-1802 Ak Temporary Certificate # Date 2,1 2022 Customer Name " C(r a Electrician Name I EledrtaA' I .j Address WV we�o-j G Ute Phone S e-mail e-mail I Yes r -dP/C ili O Phone License# 05'9 Z M151 Size �"I't30 A Phase�_Overhead Underground _ #of Meters �.. Remarks #of Underground Laterals E1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete;the town will conduct a premises inspection of the service equipment. This verification is r 9 from the dat ove. Authorized by IL NG DEPARTMENT Electrical Inspector ��p� NOV 3 2021 TOWN OF SOUTHOLD w �of So �offl Hall Annex - 54375 Main Road - PO Box 1179 IBU-co Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cbsoutholdtownny gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/19/21 Company Name: Yannucci Electrical Services, Inc Electrician's Name: Vinny Yannucci License No.: 50592-ME Elec. email:Vinny@YesElectricalinc.com Elec. Phone No: 631-258-7324 . D I request an email copy of Certificate of Compliance, Elec. Address.: PO Box 638 SHoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: Jacobson, Roni & Feldman, David Address: 4680 Wunneweta Rd Cutchogue Cross Street: Vanston Phone No.: Bldg.Permit#: 45665 email: Tax Map District: 1000 Section:111. Block: -14 Lot:-36.6 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): house renovation with addition, new pool, new 400amp underground service Square Footage: ' 3145 CircleAll That Apply: Is job ready for inspection?: ® YE.S.� NO Rough In Final Do�you need a Temp Certificate?: 0 YES F-] NO Issued On P,'rv_, ,A 12-0.- 2 Temp Information: (All information required) Service SizeFv-l1 PhF13 Ph Size: 400 A # Meters Old Meter# F&-']New Service[]Fire ReconnectOFlood ReconnectOService Reconnect❑✓ Underground QOverhead # Underground LateralsF-] 2 ✓ H Frame M Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION -0 � vC ` PERMIT # Address: Switches Outlets GFI's . r Surface Sconces ll H H'sy`� UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Have Used Special: Comments (a G YQ Ly �: _ Scott A. Russell ,��°Su �� IF01Kl�\1[WA\, CFIEIK SUPERVISOR MAN IENCENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) [Z]❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑© C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ✓❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑© E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Q❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. °`: 1000 Date: District NAME: I'w H(r 111 14 36.6 12/23/2020 o Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information f�✓� .T 1 (r.Lpho-N—b, ,) Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — 4680 Wunneweta Road E] Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Cutchogue, New York 11935 ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —6— b10 111 14 36.6 Stormwater Management Control Plan CHECK LIST. NAME: 1 V41l Section Block L*t W x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. p" 'm �" Date 12/23/2020 dol ,a * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist Sgnutu Tdeph—Number: 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries ✓ �0 b. Total Site Acreage. 000 c. Existing- Natural& Man Made Features within 500 L.F. of the Site Boundary as required by §236-I7(CI(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0� e. Limits of Clearing & Area of Proposed Land Disturbance. ✓ 00 f. Existing & Proposed Contours of the Site (Minimum z Intervals) 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. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 000 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 st*rmwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching, Structures (e.g.infiltration basins,swales etc.) I * FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewel & I Stormwater Management Control Plan is Not Complete. ApprevedBy: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM SWCP Check List-TOS MAY 2014 Town Hall Annex yJ+� Telephone(631.)765-1802 54375 Main Road c ..c Fax(631)765-9502 P. O. Box 1179 2 Southold, NY 11971-0959 O • `�Y `~ s BUILDING.DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: December 23, 2020 Owner: Roni Jacobsen and David Feldman_ Location of Property: 4680 Wunneweta Rd Cutchogue NY 11935 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X 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) X Floor and roof framing (FR) Signature: ---U-11 Name (person submittin his form): Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/112015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/211 STROKE The construction type designation shall be Air 6611991 '6111", 6SIV91or &AV" to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ KF" FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ROOF FRAMING 6 :-nFLOOR AND ROOF FRAMING D CODES STANDARDS AN M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1 600 S O U T H O L D, N Y 1 1 9 7 1 Akrfim Southold Building Department Via: Drop Off 6 3 1 4 7 7 - 8 7 3 6 Address Town Hall,Southold NY Date: February 12,2020 m k a r c h i t e c t c o m Re: Building Permit#45665-Amended Building Permit Plans WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications X Copy of permit COPIES DATE DESCRIPTION 1 1/20/21 Trustees Permit 9795A(3 pgs) 1 2/9/21 Stormwater Management Plan(2 pgs) 4 2/9/21 Meryl Kramer Amended Permit Set(9 pgs) 4 2/9/21 MPLA Amended Site Plan(1 pgs) THESE ARE TRANSMITTED as checked below: X For Approval ❑ Foryour use ❑As Requested ❑ For review and comment REMARKS: The attached drawings and permit are for an amendment to permit#45665. JACOBSON RESIDENCE 4680 Wunneweto Road Cutchogue,New York 1UB p• 4, EXISTINGTREEpW.I 3 F tOQ SETTIAtlLFROM EXISTING —i BUWO:AOANDYFAfI ELECRUCM ETER I . IXISTMG EX sroxEwau - NER — H__g _ J l Ex AT STEPS GENERATORR EXISTING ELECTRIC FtaGPOIE _ 15'RTGMOFWAY % TRANSFORMER RIlI11IIifIf1111I Itruuumi— . IRIOu77RB E ` e marshall paetZel !EXISTING PROPOSm NOFLTIIRF ,3S V7*?7 PR POSE 3189E iIR�ImRi �-- �� TwASN BUFFER RYP.1 ..RADE STONE FAM° . �, LANDSCAPE ARCHITECTURE tno SF W TOTAL k CONSTRUCTEDR N PA ce',. EXISTING !i OF EXIST.318 SF' COBBLESTONE CLPO Eas— 084MMSTONE PATIO 5175RON•tB F"T EX 0 awl - MaltOuck.NY 11952 VaELLING, s mtm veuNmaueOav EXISi1Na UIKE(Ty'n N0 PA RXGYAnA1MmIMCr �• ( ELECTRIC LINE(iYP.j ptmro:Iv1)2n-210 RECONS PORCN v ptO�TO�A¢esvPvu m 1� (6]11 SIS-.'ABO RECONSTRUCTEp PAM° FOAGR I. m i rmi•'11�pImtVQ mm IORR[ab�l•APr vP1R1POABmWItipUIPG AFe •.WrB'f' ATdNfF-0• �v�reT1A�i=��®mom E%ISTWGST°NE EWSIINGONCRPDE PA n0'tEYy �avtom aR RiEntolA RETAWINGWAUS(TYP4 WOOD DECK SURVEYOk �• - R0P1°1 Kenneth Woychuk IS PMuUNm LDOGa�1 PROP;SD'M'.%,a-r RETAOMIO WAIL ;;: WooD c ^� $ ��/ : MASONm Nf✓BwTSTEDS o,mow�an4h ].i. ,/� ,, 6 � � .,"-,.,;;\••, _.I \` ( IXLsrMa EIECTRX:NEIER N.Y.S.UCen sed Land$U rveYOf IX.RETAMMGWALLTUBEREMOV®—;„'uA ,sauAqueboge.NY 11931 EFNCETeROVEWUNNEWETA 8 ARCHIECT-.POND p IXISTINGURUIY MelytKmArchitect. . T OF PRo9osm _ �•:•:•:;:"`: U '.1 POIE.GUYWWE 1631]-477736 PROM N01LTURF 1.. STEPPWO STONE - - -�pQ GROUND260 HDrIom BUFFER(IYP.) / .�°�U'' RYP•) EX.RETAINING WALL CATV TINE ( O BOX 1600�ne / • TO BE REMOVED ^ I PROP.Z-0'X,C�'1.3 EKtSTDIOWWD ❑❑_ Y, Sim AODG10N TO BE 6'(Xlteokl,New York 71971 � � 3 PROP.300 SF ON.GRAOE STONE PAMD CONSIRUREDWPLACE 1 ' TO BE OONBTRUOFEE WfP tm OF _ OFE)ESTUGBAYWINoOW ASEAN HIGX WAl1RLWE C EXMT.MSFON-GRADESTONEPAM ELEVATION I.B EXISTNG - IAw'N� • " EXISTING1+25TRT m.an J nWEWNGTGBE EX PROP.BYC aRYWEIl TOOOLLECT / EX RENOVATEE GRAVEL RUNOFF FROM SUNKEN PATIO RAISED ONIMELUORVAM WNYEWAY __ WOOn•STONE NO CXANGE IN NO. 'EXISTING WATER METER I LOCATION i DRAW PONE PAHO IX OF BEDROOMS(SEE EXISTING •\\ e.. ARp11TECNML YMO RAMPW viii CONNECTING PIANS DINERS) ERS) ETUSTWG WATER IME \vi / PATIOORAW 70 FFE-21A \ �iF ( ORI'WELL EXISTING \'r'v • STONE TSPS W 4 + • • T�^b \� ME DATA: $ SCTM01000-111-14-36.6 / STONE Zone:R-40 Lot Area:45,824 SF(or 1.05 acres( PAM isntNi PROJECTlDOiINfi SLLTJ \�i� WELL HOUSE. FENCE-AREAOF O19NRBA(SEE 0W 6F �i Q1 nA �•n \ EXID M SOELGIAN eIDCKAPRON (SEE DETAR t) . • AND WISONRYEMmPIEfis 1 EX1SnNO STONE i••.•n $ NOTES: b B tjAq�gaA�MErAx \ RITAIIWG WAILI 1.Fidsling conditions bored on survey NIGH WATER UNE • ) -\ EXISTING BEIGUMI� 14. -' '�, 17 p epared by a nneth M Woychuk Land e1ACK a>Re RYP') 11 2 This drawing u for the purpose of DEC 2 3 2020 D obtaining CONSTRUCTIONIs only.NOT FOR - \ 3.Unauthorized alteration of this plan Is a violation of NYS Education Ivo. M 2 DUSTINGREVISIONS \ FXLSTIMASONRY PARNGARE \ O STEPS Q •. DATE DESCRIPTION - \ ' TEST HOLE DATA L41VD NW APPROVED BY RUSTFAMILY COTTAGE XSISTING STONERETAWOIG \ \ PFJAILSETOGE OP BOARD OF'I RUSTEESti B e I ELM 11.7 HOLDINGS LLC ,�\ IXISTIN°Sroye TOWN OF SOUTHOLD oTpc+DScgP�y� ORAN �etehre//A 'Y DR BROWN 9� '•� DATE TANu pp Zp n °o OZ OL ANDY LOAM 1 IeaAUX croc —1.0� BROWN $� SM SILTY SAND difgTe°lee+'HOPS /I,J'.f••-- . .w 645 —4.0' \ OF NE`JI 03 PALE s� TRLE: BROWN c�tEauE rEAsrcctrvE vXw SP FINE LEGEND itDT wRErwaNc SAND userENCE xy�onuNes rs'RNCEPOS! EYArNG TAMPAGIFDSOL 80.C. PROPFIIII'lWE � EXSIING WATER LUa: cfO1Q111E LEE ra AE Auem SITE PLAN WATER IN XR6Oj FXBIWGSPOIf3EVATgN � EXSIWGFLECIRIC TWE PALE NOtE SP BROWN IL IXIfrP1G CONfWR MPAN NIGH WARRLWE AMPAWM OR""'"cE"RFA FINE IA ACRE/t W LNFAR FSR SAND IXST9IGTREE RYP4 � 100'BULKNFADSETBACR O 110----2{10 I SILT FENCE DEC, 27, 2019 17 EXBIWGS70.UCNRETO BE RFMOV® nununnnunuu LLT FENCE H I Scale 1'=20' DetoB Not to Scale McDONALD GEOSCIENCE -0 EIIEIWG RESR)ENt>:10 BEREMOVED � PROPOSED NO,iTURf Store, OPANN T.ALP16fOtI SP-2 IFSr HIXE LOCAIgN RENSED SHEET 1 OF S.C.T.M. NO. DISTRICT. 1000 SECTION: 111 BLOCK: 14 LOT(S):36.6 ELEC. mws� NOV 0 9 2022 0) 4111 TW 23.8 12'OAK 14'A BW 20.7 U D:14 O 19.7 TW 23.7 a STONE aw BW 20.2 IVWAY 0.8 0 DAN DR /, -9 12'GAWK 20.2 pQ 18. TW 23.7W.Mj 4 ,4 ........ BW 20.4 cV&OT 221 40 IV 68o OAK P/0 .............. Is IOT 220 00�?O" /p 46� :Wo, STONE /14o OAK AGF PATIO LPC?AS SW 2 .......... ......... I.ON ............. OA ........... COLUM OAK 12 EL .. .. .................. .......... 10 ........... .... .......................... 7W 'ZWAY 10"OAK ........ TW 24.5 OW 10.1 %'0 BW 23.9 ............. N"-: 63, U. COLUMN SLATESIONTW 24 .... ..... . . 9 ............ BW 24.0 PATIO ... .. .. SION 0.4 10'OAK STONE ................. MO WALK OUT CELLAR ..... IPOAK PARKING WALL WICONC. PATIO UNDER (EL 23.0) 4.9W I at ... ....... .............. A.) 12"OAK 0 lk 00, ............ SEW. BL cift O ............. POLE ....... .................... ........... WELL F 669 STONE LPC)GAS ....... ................ ... MON EXISTING PATIO 0 BG SEPTIC ......I........... 12"OAK ............. b FIXED LANDING POOL 5.4S EQP. CATWALK WOOD ST GRAVEL DECK .. cb, ...... ON GRADE FLOAT (EL 3.7) IS> 0 LAND NIF OF RUST FAMILY COTTAGE HOLDINGS LLC Z 714E WA7ER SUPPLY *aL% DRY*E1LS AND CESSPOOL Z PILING P/O LOT 220 LOC47101VS SHOWN ARE FROM FIELD OBSERVATIONS m AND OR DATA OBTAINED FROM 07HERS U, Ci . NAVD88 6 AREA:45,824.00 SQ.Fr. or 1.05 ACRES ELEVA7701V DATUM. > UNAWHOR12ED AL IERA 77ON OR ADD177ON 70 THIS SURVEY 6 A WOLA 71ON OF SEC77ON 7209 OF THE NEW YORK STA 71E EDUC-4 770M LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEMS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 HE A VAUD 7RUE COPY GUARAN7EjES INDIWED HEREON WALL RUN ONLY 70 THE PERSON FOR OM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS17TU770M 0 MON LISTED HEREON, AND 70 THE ASSIGNEES OF 7HE LENDING JNS777U7ION, GUARANTEES ARE NOT TRANSFERABLE. WOOD RAMP THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPEaRC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED 70 MONUMENT THE PROPERTY LINES 70 GUIDE 7HE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASE)WENIS 3.5 TW 5.3 ;40.00v OR AND/OR SUBSURFACE STRUi"URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY MON S 81 001fSo"W LOT 219 SURVEY OR P/O LOT 220 & LOT 221 INCL. CERTIFIED TO: RONI JACABSON; MAP OF: AMENDED MAP "A" OF NASSAU POINT DAVID FELDMAN; FILED:AUG. 16, 1922 No.156 FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT.NASSAU POINT BETHPAGE FEDERAL CREDIT UNION; TOWN OF-SOUTHOLDfid' I XENNETI31 M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FINAL OCT. 7TH, 2022 FILE #19-131 SCALF-1"=30' OAV-SEPT. 19th, 2019 N.Y.S. LISC. NO. 050882 PHONE (631)208-1588 FAX(631) 298-15M JACOBSON - ,8'-°"MAX. c.t°C. FELDMANRESIDENCE 4680 Wunneweta Road z = Cutchogue, New York W O� O� 100'-0" EXISTING TREE(TYP.) PERSPECTIVE VIEW ; GEOTDCTILE WIRE FENCING _ 100'SETBACK FROM TIED TO s _ BULKHEAD AND MEAN ELECTRIC METER WIRE FENCE nN'OPENINGS HIGH WATER LINE I _ 48"FENCE POST COMPACTED SOIL 8'O.C. — EXISTING EX.STONE EX.COVERED — — — — — GRAD GEOTEXTILE TO BE BURIED VIALL+STEPS GENERATOR _ 15 RIGHT 01 Y ) EXISTING ELECTRIC a o �� TRANSFORMER —N 44°34'20"E ° ® Y IN S SHOWN EXISTING FLAGPOLE i79.9r m 1 PE w a sha Ipoetzel Fi,I°Ilii EXISTING CATWALK = ! • TW 20 II'11 ! 3 BW 18.2) e LANDSCAPE ARCH I T E C T U P E 2—Lc� NOTE:" MAXIMUM DRAINAGE AREA ! EXISTING PROPANE TANK '' 5" 1/2 ACRE / 100 LINEAR FEET ° o EXISTING ITW 11.9) (IW 23.7) • COBBLESTONE CURB EXISTING FLOAT z ; (Bw1o.1) IBwzo2) - � N 5175 Route 48 N Mattituck,NY 11952 00 EL 12.0) 0�23e) A EXISTING UNDERGROUND SILT FENCE 1EL10-1) 1197! (Bw20.7( "' ELECTRIC LINE P. o ) phone: (631)209-2410 i PROP.175 SF m fax: (631)315-5000 1 EXISTING---i ON-GRADE PROP.30 LF 24"HT.FREE ! I email: mail@mplastudio.com Detail Not to Scale COVERED PORCH L MASONRY STANDING STONE WALL(TYP.) WALKWAY EXISTING BELGIAN EXISTING STONE EXISTING ON-GRADE= RETAINING WALLS(TYP.) EXISTING ON-GRADE PATIO UNDER ( BLOCK CURB TO BE WOOD DECK [EL 3.71 PROP.STEP REMOVED(TYP.) / COVERED PORCH j - SURVEYOR: INTO HOUSE (EL 10.1)�--_ - C - __ Kenneth Woychuk LS EXISTING WOOD—�-ti EX.RETAINING�� 23 N.Y.S. Licensed Land Surveyor PILING WALL X (JB 20-A) ' e ❑ IB ioaj o ® ' EXISTING P.O. Box 153 W U N N E W E T A `�, EX.FENCE Aquebogue, NY 11931 hh ❑ ELECTRIC METER PRECAST CONCRETE ?��/ y N (631) 298-1588 DOME P O N D EX.RETAINING WALL 11, ARCHITECT: (20.0) , ' \,EXISTING Meryl Kramer Architect SDR 35 PVC ►`�20 X EXISTING ' UTILITY POLE (631)-477-8736 INLET PIPE AR ° - UNDER +GUY WIRE 60 Hortons Lane SEE PLAN FOR Op GROUND 2 PIPE SIZE GRADE / O EX.SEPTIC - CAN LINE TOP OF DRYWELL S'FQ (n'P) \ PO BOX 1600 2'-0.. / MAX (SEE PLAN FOR EXISTING WOOD ° ° '00 EXISTING EX.STOOP+ Southold, New York 11971 ELEVATION OSA i 2ND STORY STEPS TO BE PROP.WINDOW SDR 35 PVC ) BACKFILL 3'-0"MINIMUM BULKHEAD ;h _ t BAY WINDOW REMOVED WELL TYP OVERFLOW PIPE ❑ ❑ ❑ ❑ AROUND DRYWELL WITH a • EXISTING 041, EX.ON GRADE (TYP.) SEE PLAN FOR t.. MEAN HIGH WATER LINE (1w 3s) LAWN G� PATIO (20 ❑ ❑ ❑ ❑ 1 J"-1 MEDIUM COARSE �``J01°� PROP.270 SF - PIPE SIZE SAND/GRAVEL ELEVATION 1.8 ti� ❑ ❑ ❑ ❑ (MHW O p ``�. PROP.1530 SF EXISTING 1 +2 STRY ON-GRADE � PRECAST CONCRETE 181 ° o `��`�� DECK+RAISED WOOD STEPS DWELLING TO BE MASONRY WALKWAY ❑ ❑ ❑ ❑ ❑ STORM DRAIN RING SEE PLAN FOR DEPTH -- `; ( ) RENOVATED W ` SEE ARCH PLANS ❑ ❑ ❑ ❑ / \ (1w5.3) ``� (SEE ARCHITECTS EXISTING WATER METER PLANS BY OTHERS) ❑ ❑ ❑ NOTES: �n�"' \ TEST HOLE---► `��``�� FFE=21.4 EX. W\ LOCATION PROP.TREAD ON I (EL 20.2) w ❑ ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. EXISTING WOOD s\ �.` GRAVEL EXISTING WATER LINE RAMP �9�" a o EDGE LAWN STEPS `'N DRIVEWAY ❑ ❑ ❑ ❑ ❑ 25-U MAXIMUM DEPTH BELOW GRADE �`lb"/y `\��``�•```` (TW 17.7) 2'-0"MINIMUM ABOVE GROUND WATER \' EXISTING TREE TO BE (8N'76-0)' EXISTING (EL 20.4) 2'-0" REMOVED(TYPJ STONE STEPS, MIN SEE PLAN FOR WIDTH T-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) ��_ ` ° ,'PROP. RETAINING ° o $ SITE DATA: GROUND WATER LINE o WALLS RAISED m NON-RATEABLE SOIL EXISTING WELL HOUSE 16'x IN DRYWELL TO BE INSTALLED AS PER STATE AND \ TO BE REMOVED+ SWIMMING WOOD/STONE SCTM# 1000-111-14-36.6 LOCAL CODES PATIO TO BE MIN WELL TO BE PROPERLY POOL W/ AUTOCOVER REMOVED Lot Area: 45,824 SF (or 1.05 acres) CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL ABANDONED • EXISTING STONE Zone: R-40 COARSE FILL ` POOL+DECK TO BE 4' (SEE DTLS �� MIN.HT.ABOVE 3+4) � RETAINING WALLS(TYP.) �.� ADJACENT GRADE PROP.RETAINING PROP.O EP N LATTICE (EL 19.6) (BW 239)) ` EXISTING BELGIAN BLOCK PRECAST CONCRETE DRYWELL \ WALL(TYP.) PERGOLA OVER DECK z APRON AND MASONRY (SEE ARCH PLANS) • W p;) ENTRY PIERS Detail Not to Scale ° (W isA)x (Bw2ao1) NOTES: 100'SETBACK FROM �4i O 0 � a HAY BALES TO REMAIN 1. Existing conditions based on survey /i Q l� Q7 PROPOSED DURING CONSTRUCTION BULKHEAD AND MEAN �� __ HIGH WATER LINE 0�y�' RAILING(TYP.) ,I = (TYP.) Surveying ng dated 9/19/2019.repared by Kenneth M oychuk Land PROPOSED 4'H.POOL O 2. This drawing is for the purpose of rq FENCE+GATES - '( AS PER NYS POOL CODE = • obtaining permits only. NOT FOR `_ =�n►n►►►►►►► - CONSTRUCTION. PROPOSED POOL 1 5p cONSTRu N ENTR,q G violation of 3. rNYS dEducation Law.ation of is plan is a 6"X 6"TILE FACING PROJECT LIMITING SILT \ ///''' ,////EQUIPMENT (� CTIO NCE #4 STEEL REINFOFCED WATER LINE FENCE-AREA OF DISTURBANCE=27,000 SF 6 s,. DEPTH <5'-0" >5'-0" / \ a a• 311 (SEE DETAIL 1) ,o..� //////''►''iggi/,, EXISTING STONE J►►►►►►►► EXISTING HORIZ. 10"o.c. 10"o.c. • "'//iRETAINING WALL TO GRAVEL O REVISIONS VERT. 10"o.c. 5'o.c. J a \ qj//� BE REMOVED(TYP.) © PARKING AREA DATE DESCRIPTION FLOOR 10"o.c. EACH WAY U o LAND N/O/F PROPOSED W DIA.X 4'HT. //iq / EX.MASONRY O .•a f- PRECAST CONCRETE POOL \ '/4/q,►// STEPS TO BE . 1� RUST FAMILY COTTAGE ��, (EL 23.0) BACKWASH DRYWELL \ "►//p, REMOVED '• aO e > HOLDINGS LLC SEE DETAIL 2 \"►//Hp (3)#4 BARS CONT. a y p ( ) a pgpu� ` BOND BEAM ALL 4• \ n/'p/,rp„/►u/ � � \\ AROUNDTIES 10"o.c. _ BACKWASH LINE PPROPOSEDIPE TO #4 BARS DRYWELL FROM POOL EQUIP. PNEUMATICALLY a MARBLE DUST FINISH APPLIED CONCRETE RADIUS VARIES 6"TO 24" THICKNESS OF WALL ! \ EXISTING WELL VARIES 6"TO T MIN. ON SHALLOW END a 2Y AND UP ON DEEP END r_ •: EXISTING EDGE OF S e 2 1 !' •• RETAINING WALL \EXISTING STONE PAVEMENT \. EXISTING OS ►p a STORM DRAIN rl '9 TEST HOLE DATA d ��y TYPICAL GUNITE POOL WALL SECTION ?9• �., i s ;� 3 Detail Not to Scale ELEV. 1 1 .7 DR BROWN ` w OL SANDY LOAM * '00,2710- OF OIF BROWN SM SILTY SAND TITLE: 4.0' PALE BROWN POOL PERMIT _/-WATERLINE FINE DECK i _ _ — _ _ _ _ DECK SP SAND L E G E N D SHALLOW END AUTOCOVER SEE TYPICAL GUNITE M SITE PLAN POOL WALL SECTION DEEP END -1 DETAIL+STEEL 00 -- PROPERTY LINE - -W- EXISTING WATER LINE SCHEDULE —s I r-0" WATER IN x(75.0) EXISTING SPOT ELEVATION -- E -- - [EXISTING ELECTRIC LINE 9'-6' 13" ' A 3�4'-0" PALE 0 10 20 SP BROWN FINE (5) - EXISTING CONTOUR MEAN HIGH WATER LINE SAND 0 EXISTING TREE TO REMAIN Scale 1"=2l 4 POOL PROFILE EXISTING TREE TO BE REMOVED 100' BULKHEAD SETBACK DRAWN BY: 17' CHEA. CKED BY: DEC. 27, 2019 EXISTING STRUCTURE TO CHECKED PPSP-1 Section Scale: l"= 10- ' _ nnuunnnnnnnl SILT FENCE McDONALD GEOSCIENCE BE REMOVED REVISED: 3.2020 SHEET OF 1 18'-0"MAX. C.to C. Drainage Calculations and Structure Schedule A E LL111 Gravel Driveway(2100 SF @ 100I+Front Masonry Walkways(445 SF @ 100%)+Masonry JACOBSON - '�1 o m Driveway(1500 SF @ 100%)=4045 SF F E L D M A N _ � �� =r 4045 SF x 2"rainfall (.167)=675.5 CF/8'Dia. Drywell (42.3)=15.9'depth reii RESIDENCE DW-1 8'Dia x 8'depth DW-2 8 Dia x 8 depth 4680 unneweta Road GEOTEXTILE PERSPECTIVE VIEW 16'depth provided Cu chogue, New York 11ED TO' O WIRE FENCING � �� - n WIRE FENCE zxa"OPENINGS Sunken Masonry Patio(380 SF @ 100.0+2-8 X 14 4 House Addition(38 SF @ 100%)=418 SF 48"FENCE POST 418 SF x 2" rainfall (.167)=69.8 CF/6'Dia. Drywell (22.4) =3.1'depth reii EXISTING COMPACTED SOIL 8'O.C. DW-3 16" Dia x 4 depth GRAD GEOTEXTILE TO BE BURIED 100'-0• 4'depth provided IN GROUND, 5 SHOWN E \ EXISTING TREE(TYP.) Swimming Pool Backwash Drywell Ii' a 100'SETBACK FROM PD-1 8'Dia x 4'depth JE ISTING NOTE: J _ BULKHEAD AND MEAN House Roof Runoff HIGH WATER LINE ECTRIC METER 2" MAXIMUM DRAINAGE AREA = _ To be Piped into Existing Subsurface Drainage Structures u. 5' 1/2 ACRE / 100 LINEAR FEET - - - - - - _ _ _ _ _ = STING ELECTRIC TRANSFORMER *NOTE-BOTTOM OF DRYWELLTO BE MIN 2'ABOVE GROUNDWATER ELEV.AS SHOWN ON TESTmarshal) (�aetzel EX.STONE HOLE DATA PREPARED BY McDONALD GEOSCIENCE DATED 12/27/20191'''SILT FENCEwALL+srPs -EX.COVERED 15'RIGHTOFWAYLANDSCAPE ARCHITECTURE EXISTING FLAGPOLE - ,,,,,,, ,,,,,,-,,,„rrmm�mlr„nx,,,' ° NOTE: EXISTING GUTTER LEADERS ON - muxrxnxmrmw ORDetail Not to Scalenrx rm ,x rruurr" nrrrrrxr,,,,, ,� GENERAT _o3 '..EN44°3420 1rr rrr ,, vr _ HOUSE ARE PIPED INTO SUBSURFACE PROPOSED NON-TURF -' - - DRAINAGE STRUCTURES.THE 5175 Route 48 EXISTING CATWALK BUFFER(TYP.) _ w a�, J PROPOSED GUTTER LEADERS WILL DO N � EXISTING PROPANE TANK � �, Mattituck,NY 1 1952 _ EX.SECOND FLOOR • EXISTING THE SAME.THE HOUSE RENOVATION 8"TRAFFIC BEARING N = PORCH TO REMAIN WITH PW„9, PROP.TRENCH 17.2&7, o COBBLESTONE CURB phone: (631)209-2410 CONCRETE SLAB COVER 7 W 10.,) (BW 20.2) WILL NOT INCREASE SF OF ROOF AND z _ REPAIRS+COSMETIC DRAIN(SEE fax: (631)315-5000 EXISTING FLOAT e = RENOVATION(E.G, DETAIL 3) E 20.0 N WILL NOT INCREASE NET RUNOFF. email: mail@mplastudio.com REPL.ACE/REINFORCE EX (IR 12D) \ PROPOSED m�s A EXISTING UNDERGROUND SUPPORT POSTS/DECK In B \ 1500 SF MASONRY ELECTRIC LINE(TYP.) SDR 35 PVC INLET PIPE _ FRAME;NEW SCREEN \ DRIVEWAY m SEE PLAN FOR PIPE SIZE GRADE PANELS,SIDING) TOP OF DRYWELL PROP.175 SF ON-GRADE \- (2)PROPOSED 8'DIA.X 8' MAX (SEE PLAN FOR / "� HT.PRECAST DRYWELLS SURVEYOR: SDR 35 PVC - ELEVATION) BACKFILL 3'-0"MINIMUM r r PROPOSED 218 SF ON-GRADE MASONRY DW-1 DW-2 (SEE DETAIL 2) Kenneth Woychuk LS r++ STONE PATIO UNDER PORCH TO BE + WALKWAY OVERFLOW PIPE ❑ ❑ ❑ ❑ EXISTING ON-GRADE ar CONSTRUCTED IN-PLACE OF EXIST. 10.1 N.Y.S. Licensed Land Surveyor AROUND DRYWELL WITH r` SEE PLAN FOR 1 _ L, WOOD DECK Ia3.>f a 218 SF ON-GRADE STONE PATIO PROP.STEP / EXISTING STONE P.O. Box 153 PIPE SIZE ❑ ❑ 0 ❑ 1 4 1 z MEDIUM COARSE r INTO HOUSE - / RETAINING WALLS(TYP.) Aquebogue, NY 11931 ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL �g PROP.10.75 LF 30"HT.RETAINING WALK B.o RE 20.0 / < PRECAST CONCRETE EXISTING WOOD�� ,r RE 20.0 (631) 298-1588 r EX. RETAINING WALL TO BE REMOVED--� ARCHITECT: ❑ ❑ ❑ ❑ ❑ PILING FFE=20.7 +20.2 I EXISTING STORM DRAIN RING SEE PLAN FOR DEPTH xr` pw„s, • Bw o.a) • e ❑ PROP.380 SF SUNKEN MASONRY PATIO PROP.CATCH BASIN Meryl Kramer Architect ❑ ❑ � ❑ ❑ _h� - � ' ELECTRIC METER NOTES: h PROP.TRENCH DRAIN SEE DETAIL 3 I (SEE DETAIL 4) W U N N E W E T A ( 1 + N (631)-477-8736 ❑ ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL EX.FENCE TO BE REMOVED 1►9 12.5 11.3 11 5 PROP.30 LF I 260 Hortons Lane P O N D 24"HT.FREE I PO Box 1600 ❑ ❑ 0 ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW GRADE PROP.±37 LF 18"HT.MASONRY CURB W/STEPS '� STANDING 20.2 20", EXISTING Southold, New York 11971 STONE EXISTING EX.SEPTIC(TYP.) � ', `UTILITY POLE 2'-0"MINIMUM ABOVE GROUND WATER 0 1 WALL(TYP.) I s UNDER ' +GUY WIRE 2'-9' PROPOSED NON-TURF EXISTING EX.RETAINING WALL TO BE REMOVED GROUND MIN UE�MP�N FOR WIDTH BUFFER(TYP.) LAWN CAN LINE 2'-0 MAXIMUM ACCESSCHfMNEY(IF NECESSARY) PROP.200 SF ON-GRADE STONE PATIO I PROP.T-8"x 14'-4"1+2 GROUND WATER LINE EXISTING WOOD / TO BE CONSTRUCTED IN-PLACE OF * STRY ADDITION TO BE I NON-RATEABLE SOIL DRYWELL TO BE INSTALLED AS PER STATE AND 12 PROP.WINDOW 6'-0" BULKHEAD �`' "- EXIST.280 SF ON-GRADE STONE PATIO •5 CONSTRUCTED IN PLACE MIN I OF EXISTING BAY WINDOW WELL(TYP.) LOCAL CODES a� • PROP.6'DIA.X 4'HT.PRECAST MEAN HIGH WATER LINE 35, DRYWELL WITH 4"SDR 35 DRAIN PIPE�`- W p.B CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL ELEVATION 1.8 L �_ - PROP.270 SF COARSE FILL pnew,e, CONNECTING TO PATIO DRAIN+ \W j PROP.1530 SF EXISTING 1 +2 STRY ON-GRADE ADDITION DOWNSPOUT TW RAISED WOOD E.X. MASONRY _ ® DWELLING TO BE ® / 16.6 DECK+STEPS RENOVATED I GRAVEL WALKWAY (SEE ARCH PLANS) SEE ARCHITECTS DRIVEWAY 0 w PRECAST CONCRETE DRYWELL \ `3 ' TEST HOLE + PLANS BY OTHERS) W\ EXISTING WATER METER 2 16.6 FIFE=21.4 Detail Not to Scale �� LOCATION gg * - E 202) EXISTING WOOD s '" 13.5 PROPOSED 4"SDR 35 RAMP �9� ei0/1 ""•"s, PROP.TREAD ON _ DRAIN PIPE PITCHED RE 20.2 ` EXISTING WATER LINE so„� '' �� EDGE LAWN STEPS TO DRYWELLS(TYP.) PROP.CATCH , SITE DATA: \ "'"''ll EXISTING TREE TO BE W'so, BASIN \ ''"'"", a x EXISTING \ (SEE DETAIL 4) SCTM# 1000-111-14-36.6 REMOVED(TYP.) 1,32°0 STONE STEPS, Lot o ° PROP. RETAINING ° o $ Zones R 40 5'824 SF (or 1.05 acres) ,��" EXISTING WELL HOUSE . ° 16'x 34' WALLS RAISED �� 'h, TO BE REMOVED+ % SWIMMING WOOD/STONE WELL TO BE PROPERLY TW POOL W/ PATIO TO BE ABANDONED 76.0 AUTOCOVER REMOVED INSTALL FOAM BACKER ROD,SELF LEVELING CAULK AND "., ® EXISTING STONE THEN SWEEP POLYSAND TO MATCH MORTAR JOINT COLOR '"., POOL+DECK TO BE 4' COPING RETAINING WALLS(TYP.) ACO POLYMER CONCRETE K100 CHANNEL OVER WET CAULK BETWEEN STONE+CHANNEL DRAIN (TYP.) "'"�.,, MIN.HT.ABOVE EL=21'2 + PROJECT LIMITING SILT ADJACENT GRADE _ _ _ _ SYSTEM WITH GALVANIZED STEEL EDGE RAILS FENCE-AREA OF "'�''". 19.2 -ACO-POLYMER PRODUCTS ACO DRAIN IRON GRATE ��"� -° ,�,9„ „w 2.5; -TYPE TBD DISTURBANCE=41,000 SF \ PROP.RETAINING PROP.OPEN LATTICE BW 23.9, EXISTING BELGIAN BLOCK NOTES: _ APRON AND MASONRY (SEE DETAIL 1) " " WALL(TYP.) PERGOLA OVER DECK ENTRY PIERS 1. Existing conditions based on survey hw 2z s) / MASONRY DRIVEWAY(TYP.) - SLOPE SLOPE 4"" (SEE ARCH PLANS) aw 2op ® prepared by Kenneth M Woychuk Land IW,S.; ;wz,.0) = Surveying dated 9/19/2019. a ��`` �Oc{ ��" MATERIAL/-� 2. This drawing is for the purpose of 6"CONCRETE SLAB BASE - a 100'SETBACK FROM "�, TOPSOIL \ HAY BALES TO REMAIN BULKHEAD AND MEAN 'n, PROPOSED � I STOCKPILE J = obtaining permits only. NOT FOR DURING CONSTRUCTION 6X6 WWM STEEL - a a HIGH WATER LINE "'��", RAILING(TYP.) I AREA CONCRETE (TYP) CONSTRUCTION. REINFORCEMENT a "'""„ ® WASHOUTAREA _ 3. Unauthorized alteration of this plan is a „" PROPOSED POOL �, I _ 3,500 PSI STEEL REINFORCED "�" ' ', ® ;' O _ STING BELGIAN BLOCK Violation of NYS Education Law. #4 REBAR TIED TO WWM 4 CONCRETE \ FENCE(TYP.) o CURBING(TYP.) I _ d Q \ \ iiiiEQUIPMENT 3nnnmxmn !� @ 18"O.C. PROPOSED POOL COMPACTED RCA BASE - I t_ i CONSTRUCTION / (SEED ENTRgNCE v REVISIONS , 10 DESCRIPTION m" -- 2 09 2 MENDED SUB -+ h "•'n�i",,,�� - I �tixm�nxr MISSION PLAN. DATE 0 1 A '�! - � EXISTING STONE EXISTING O RETAINING WALL TO GRAVEL BE REMOVED(TYP.) ® PARKING AREA COMPACTED n„ LAND N101F PROPOSED V DIA.X 4'HT. '� EX.MASONRY7 O SUBGRADE RUST FAMILY COTTAGE PRECAST CONCRETE POOL `, �""" STEPS TO BE BACKWASH DRYWELL �" REMOVED HOLDINGS LLC (SEE DETAIL 2) """'""'�"n„"" 3 TRENCH DRAIN IN MASONRY DRIVEWAY Detail Not to Scale PROPOSED 2"PVC BACKWASH LINE PIPED TO DRYWELL FROM POOL EQUIP. ` S e a 1 \ EXISTING WELL <C.��JSCgA �Q` Marshal F 50' EXISTING EDGE OF 3/g'X 4"RAW STEEL EDGING MIN' EXISTING STONE PAVEMENT CO BUT SUFFICIENT TO KEEP RETAINING WALL Llj co TOPSOIL+PLANTING i. NDS 1813 CAST EXISTING GRAVEL SEDIMENT ON SITE ei EXISTING .. -_ '•t - IRON GRATE DRIVEWAY HAY BALE AND/OR STORM DRAIN I SLOPE SILT FENCING y o N Y rT TEST HOLE DATA Z9" �. SOF NErr W.IO I I � o ELEV. 1 1.7 L E G E N D TITLE: - MCI- DR BROWN <- OL - 3,500 PSI CONCRETE I - SANDY LOAM STORM WATER _ yo 1.0' -- PROPERTY LINE G"� --- -- EXISTING WATER LINE #5 REBAR NDS#1242,#1243+ Q z Z O BROWN i-=-I _ #1245 UNIVERSAL NDS#1266,#18880R#1889 O �' �' o SM SILTY SAND xps.ol EXISTING SPOT ELEVATION EXISTING ELECTRIC LINE LOCKING OUTLET TWIST -1 I _ i'_ ;_ '- UNIVERSAL LOCKING OUTLET 70 O 4.0' +25.�s PROPOSED SPOT ELEVATION E MANAGEMENT LOCK INTO POSITION - - " ' AT ANY KNOCK OUT j I TWIST LOCK INTO POSITION AT D 0 ANY KNOCK OUT PALE CONTROL SITE CONsrRucrfoN ENTRANCE-FOUNDATION of COMPACTED BROWN (S) EXISTING CONTOUR � � MEAN HIGH WATER LINE J' �n 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. FINE I, FITS 6"OR 8"SOLID WALL OR FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE SIP SAND -I _ ..r. _.- .. © EXISTING TREE TO REMAIN PLAN FITS 3 +4 SOLID 6 OR 8 CORRUGATED PIPE EXISTING TREE TO BE REMOVEDBULKHEAD SETBACK WALL OR 6„ ' -0 1 1.2 _ CORRUGATED PIPE r "I ROAD EXISTING STRUCTURE TO IIIIIIIIIIIIIIIIIIII111 SILT FENCE 0 10 20 - r r '. r '-� 3,500 PSI CONCRETE a � EXISTING GRA WATER IN BE REMOVED 3.. HAY BALE AND/ R a CRUSHED STONE BASE PALE ,�.z. SILT FENCING CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED SP BROWN ZCOMPACTED 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. PROPOSED CATCH BASIN - TRENCH DRAIN SUBGRADE FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE FINE SAND Scale 1"`=20'-0" RE RIM ELEVATION Tw TOP OF WALL DRAWN BY: CATCH BASIN IN GRAVEL DRIVEWAY CONSTRUCTION ACCESS DETAIL 17' BW BOTTOM OF WALL A.FOX CHECKED BY: DEC. 27, 2019 S.PAETZEL P-1 Detail Not to Scale Detail Not to Scale McDONALD GEOSCIENCE _ _ l PRECAST DRYWELL DATE:12.23.2020 DRAIN PIPE (SEE PLAN FOR SIZE) REVISED:02.09.2021 � � (SEE PLAN FOR SIZE) SHEET 1 OF 1 c Generated by REScheck-Web Software Compliance Certificate Project Jacobson Feldman (Phase 1) Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 6,822 ft2 Glazing Area 37% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4680 Wunneweta Rd. New York Meryl Kramer Cutchogue NY, NY 11935 Meryl Kramer Architect PO Box 683 Greenport, New York 11944 meryl@mkarchitect.com �Compliance: Passes using UA trade-off Compliance: 5.4%Better Than Code Maximum UA: 1413 Your UA: 1337 Maximum SHGC: 0.40 Your SHGC: 0.21 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA 2x12 Ceiling w/Attic: Flat Ceiling or Scissor Truss 1,287 38.0 3.1 0.027 35 2x6 Ceiling w/Attic: Flat Ceiling or Scissor Truss 1,930 21.0 3.1 0.041 79 Cathedral Ceiling: Cathedral Ceiling (no attic) 600 24.5 3.1- 0.036 22 Front Wall (North): Wood Frame, 16" D.C. 1,225 15.0 9.0 0.043 28 Orientation: Front Direct Glaze Fixed: Glass Door(over 50%glazing) 150 0.320 48 SHGC: 0.21 Orientation: Front Swing Door: Glass Door(over 50%glazing) 27 0.320 9 SHGC: 0.13 Orientation: Front Sliding Door: Glass Door(over 50%glazing) 207 0.320 66 SHGC: 0.16 Orientation: Front Casement/Awning Window: Wood Frame 50 0.350 18 SHGC: 0.26 Orientation: Front - DH Window:Wood Frame 100 0.320 32 SHGC: 0.27 Orientation: Front Project Title:Jacobson Feldman (Phase 1) Report date: 12/22/20 Data filename: Page 1 of 11 1 Gross Area Cavity Cont. Perimeter Window 3:Wood Frame 25 0.350 9 SHGC: 0.26 Orientation: Front Window 4:Wood Frame 25 0.350 9 SHGC: 0.26 Orientation: Front Left Wall (East):Wood Frame, 16" o.c. 865 15.0 9.0 0.043 30 Orientation: Back Sliding Door: Glass Door(over 50%glazing) 55 0.320 18 SHGC: 0.16 Orientation: Back Casement/Awning Window: Wood Frame 30 0.350 11 SHGC: 0.26 Orientation: Back DH Window:Wood Frame 77 0.320 25 SHGC: 0.27 Orientation: Back Back Wall (South)-Framed:Wood Frame, 16" o.c. 1,267 15.0 9.0 0.043 31 Orientation: Back Direct Glaze Fixed: Glass Door(over 50%glazing) 180 0.320 58 SHGC: 0.21 Orientation: Back Sliding Door: Glass Door(over 50%glazing) 207 0.320 66 SHGC: 0.16 Orientation: Back Casement/Awning Window: Wood Frame 85 0.350 30 SHGC: 0.26 Orientation: Back DH Window:Wood Frame 82 0.320 26 SHGC: 0.27 Orientation: Back Right Wall (West)-Framed: Wood Frame, 16" o.c. 915 15.0 9.0 0.043 32 Orientation: Right side Swing Door: Glass Door(over 50%glazing) 20 0.320 6 SHGC: 0.13 Orientation: Right side DH Window:Wood Frame 78 0.320 25 SHGC: 0.27 Orientation: Right side Casement/Awning Window: Wood Frame 65 0.350 23 SHGC: 0.26 Orientation: Right side Right Wall (West)-Foundation:Solid Concrete or Masonry 275 15.0 26.8 0.025 5 Orientation: Right side Casement/Awning Window: Wood Frame 13 0.350 5 SHGC: 0.26 Orientation: Right side DH Window:Wood Frame 45 0.320 14 SHGC: 0.27 Orientation: Right side Back Wall (South) -Foundation: Solid Concrete or Masonry 405 15.0 26.8 0.025 5 Orientation: Back Sliding Door: Glass Door(over 50%glazing) 190 0.320 61 SHGC: 0.16 Orientation: Back New insulated slab: Slab-On-Grade (Unheated) 125 10.3 0.357 45 Insulation depth: 4.0' Existing un-insulated slab: Slab-On-Grade (Unheated) 495 0.3 0.730 361 Insulation depth: 0.0' Project Title:Jacobson Feldman (Phase 1) Report date: 12/22/20 Data filename: Page 2 ofll Gross Area Cavity Cont. Perimeter Un-exposed Foundation Wall (North): Solid Concrete or Masonry 1,169 15.0 14.6 0.027 29 Orientation: Front Wall height: 11.0' Depth below grade: 11.0' Insulation depth: 11.0' Casement/Awning Window:Wood Frame 95 0.350 33 SHGC: 0.26 Orientation: Front Un-exposed Foundation Wall (East): Solid Concrete or Masonry 625 15.0 14.6 0.031 19 Orientation: Left side Wall height: 7.0' Depth below grade: 6.0' Insulation depth: 7.0' Casement/Awning Window:Wood Frame 25 0.350 9 SHGC: 0.26 Orientation: Left side Basement: Solid Concrete or Masonry 508 15.0 14.6 0.029 15 Orientation: Right side Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 10.0' 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 : gEScheck-Web and to comply with the mandatory requir mPList&in the REScheck Inspection Checklist. !WJ%0V"WYV I 'IL/011e_ I Jif , ...�•-s `$• Na e-?Title 9 urd, I Date Project Title:Jacobson Feldman (Phase 1) Report date: 12/22/20 Data filename: Page 3 ofll 1 2 -30 -30 Issue Date: Set: 5/21/20 Sturctural Engineer 8/23/20 Sturctural Engineer 1 9/18/20 For WMD -201 10/8/20 For WMD 10/28/20 Structural Engineer 1/11/21 Progress Set 2/5/21 Permit 2/9/21 Permit Amendment 2'-7" 14'-4" 2'-7" 13'-13/8" 9'3 1/2" 8'-0 1/2" 1 13'-13/8" 8'-01/2" PROPOSED ADDITION I I I 51/ 6'-81/2" 6-81/2" 5 I 1 I I I I I I I , I I COVERED E EEILANES SPE DWG ` STONE PATIO 1 SEE LANDSCAPE DWGs NEW FINISHED CEILING 100,0000 7 ' I 7 A-700 A-700 I 1 I "c��'' A-701 STON PAT10 UP �, ALIGN SEE LANDS APE DWGs � w/WINDOW ABOVE � E I y y I I A-400 BEDROOM 6 BEDROOM 7 /I J 4 JO - ¢ Drawin Le end: - zo I EQ. 5 1/ EQ. _ , _ _ _ _ Wall To Be Removed i NEW FIREPLACE Z. o o - - f'�-�t E:xistin Wall To Remain o ao p I CUT IN TO EXISTING CHIMNEY/FOUNDATION g 4 IO I z 04 a COORDINATE w/ARCH IT FIELD EXISTING FIREPLACE TO BE ABANDONED New Wall LINE OF j - a FILL IN MASONRY&PATCH WALL AS REQ. / / I WOOD DECK ABOVE — — — — — -- ----� ��- -- - Existing ' st' g PC.Foundation Wall NEW SWIMING POOL /) ) \ \ / SOUND ISOLATING WALL ,. A-500 """" '"`"""i New P.C.Foundation Wall I u]tl SEE LANDSCAPE DWGs 1 - / P 1` - a i STAGGERED 2x4 STUDS oI I - Existing CM Foundation YI - UP _ �_ B06 _ -_ BO9 t New CMU Foundation WallVall N 3 W SUNKEN STONE PATIO — — — o -30 ------- Lines Above o w 1 SEE LANDSCAPE DWGs ro ool I A401 1 BO B©$ ----------- Lines Below 3 i LL � :< a� � ALIGN - - -- - N ----- - - o w WINDOW AB V i� zi \I - -I 0 0 E Guidelines w J ALIGN_ ' UP w/WINDOW ABOVE m JI - © FACE OF WALL FRAMING 101 Door Tag f 3 I 3 TO ALIGN w/WINDOW R.O. -Ky - ry Window Ta 5'-0" 3 1 2" 10'-3" + O g I777 J ) i / — E UP ENLARGED OPENING Section X, i Q E G E I - ® ) - 3a Sheet A-XXX \ - / UP -IHIB10 I — — XIS ® - -- _ x — — — — — EXIST. /BATHROOM 6\ - — - - - - - - - - - - - _ I� Detail Ta — — g I CV ' ----- --- - - - NEW TILE MECHANICAL tl I + x Elevation Tag Iz x — — — — — — °v_i w 01 LE N r \ - 0 � - - - - - - - - - - 1 -- - - - - - --- - -- - - x Axxx x Interior Elevation Tag I A-401 ---- -- - - NEW HVAC DUCT LOCATION r z v IUP I COORDINATE w/ARCH.IN FIELD i I Z I I -- - - --I7. LL Lu r. -- - Q �y .71 3 CELLAR UP ( GYM A-500 i - � N 31, M E R Y L K R A M E R +/ 5--0 1/2 ( 9'4" 5 a r c h i t e c t I - - - - `- -- - - - - - - - - - —j µ --- ----, — - - - - _ 1 - 260 HORTONS LANE } A-703 2 IRRIGATION g j POST OFFICE BOX 1600 CONTROLS EIEI cn w -200 o = SOUTHOLD, NY 1 1971 BATH 5 UNEXCAVATED W TI F - NEW LE FLOOR__ 6 4 FOUNDATION 1 7 7 s 7 3 6 m k a r c h i t e c t c o m (nw 3 EXIST. A aoo w BOILER B02 I— — — — — — — — Landscape Architect: EXISTING g LINE OF MASONRY STOOP ABOVE Marshall Paetzel Landscape Architecture Uj MECHANICAL — -- 2 B01 m - 5175 Route 48 Mattituck NY 11952 -201 e J � ~ - Phone:(631)-209-2410 EXISTING CRAWL SPACE y Ex1sT. w Structural Engineer: ' 1 z Dilandro Andrews Engineering,PLLC WH 158 Country Rd 39 Suite 10 Southampton NY 11968 gZ V - Phone:(631)-259-3959 — NS interior Designer: B03 rn 76 t _ - e Winter McDermott Design 197 Madison Street 3 Sag Harbor NY 11963 01. BONUS ROOM Phone:(631)-488-0988 WINE 1 Z o z BEDROOM 5 C�. Bos g ~LU z � "' Lu— N EW OIL TANK 20'-3 1/4" 3 1 2" 5'-0" 3 1/2" EQ. I EQ. ai p LOCATION T.B.D. 0 0 EXISTING N -- -- -- - - - - - — �- o CEDAR — — ` — — — m I 0 ��RED ARC 8 a 3 5 K - LL ` "l CLOSET A-loo a A-loo BA ELEC.— to WATER SUPPLY 04 1 m CONSULT Iw p to w/INTERIOR DESIGN R IN FIELD PANELS ---- —__----_--j - --F— - - - - O {. 2480 �(3 / s / z 77777777 777 -77 Z74 7 77777 Jacobson-Feldman 2 2 A-401 A-401 � EQ. EQ. CL Residence 4680 Wunneweta Rd. Cutchogue NY 11935 SCTM# (1000-11-14-36.6) Basement Pian ii _ , ,i 0 Basement Plan Scale: 1/4 - 1-0 SCALE:As Noted GENERAL NOTES: � 1 -REFER TO STRUCTURAL SHEETS FOR ALL FRAMING INFORMATION p �`i .�� -200 -REFER TO DRAWINGS BY INTERIOR DESIGNER A- 1 00 e FOR ALL INTERIOR ELEVATIONS © 2021 Meryl Kramer Architect All Rights Reserved V 4/ l ) 1 2 -30 -30 Issue Date: Set: 5/21/20 Sturctural Engineer 6/30/20 Design Revisions 1 8/23/20 Sturctural Engineer -201 9/18/20 For WMD 10/8/20 For WMD 10/28/20 Structural Engineer 1/11/21 Progress Set 2/5/21 Permit 2/9/21 Permit Amendment 8 9 A-500 A-500 52'-6" 5'0" 13-0" 2'-7" 14'-4" 2'-7" 13-13/8" 13'-13/8" PROPOSED ADDITION SCREEN POR�H I NEW WOOD CATHEDRALI CEILING WOOD DECKING TO REMAIN IF POSSIBLE 51/2" 13-5" 51/2" I I CONSULT w/ARCH. IN FIELD I I WINDOW R.O. I L_ — — — — - EQ. EQ. I g 1'0" , + A500 „ I I I _ O III N D.S.0a 0 �I II I D.S. 5 9'-6" 51 2'-8" D. - I QD.S. A-700 a A-700 O >� O- - -0------ 2'4"SWIMMING POOL 7 17-7- /r j 3 A-400 SEE LANDSCAPE DWGs O P�CK OUT WALLS AS RQ. 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ZENTRYHALL NEW PTD WOOD CEILING 00 U) w NEW WOOD FLOOR UP Z Lai DN � BELOW INEOF WALL 122 M E R Y L K R A M E mR a r c h I t e c t NEW PLANTER 9 D.S C,3 LINE OF FLAT CEILING ABOVE w 260 HORTONS LANEGREAT ROOM 2 2 EQ. EQ. A-703 POST OFFICE BOX 1600NFLOOR 21 -200a EQ EQ. ! - - -� SOUTHOLD, NY 1 1971W.I.C. NE OF CEILING GARAGE 6 3 1 4 7 7 s 7 3 6NEW WOOOOR EQ. EQ. IT— —IT TT_ _TI — IT 31/2" BEDROOM 3 _1 D.S. , 7 7b I 7 NEW WOOD FLOOR NEW MASONRY STOOP -------- LINOF SOFFIT ABOVE SEE LANDSCAPE DWGs 1 : ----------------------------------------------------- Landscape Architects NEW WOOD FLOOR OD.S.NEW WOOD FLOOR UP Marshall Paetzel Landscape Architecture 5175Route 48 Lo 51 . L Mattituck NY 119523 i - 21/2 �/ \L I co , Phone:(631}209-2410DW SNK DW A-701 o 1 " n r2 Dilandro Andrews Engineering,PLLCStructural Engi -201 ATTIC 36" 312" 11'0" 3 2 3'6" 51 1 1 158 Country Rd 39 Suite 10 10I1 I I I 2 � Southampton NY 11968 m �ACCESS� I1 Phone:(631)-259-3959 42" RANGEALIGN ALIGN�102 BATH 1 O LO - - - - - - - - - - - - - - -O1O3 Interior Designer: m `n 112 o Winter McDermott Design �3 2"` 2'-8" D.S. 197 Madison Street� SagHarbor NY 11963 Phone:(631)-488-0988 Ln D.S. 13'-0" 12 El 105M BATH 2 BATH 3 INW NEW TILE FLOOR NEW FAMILY ROOM D So 106 TILE FLOOR w E .1 EQ. BEDROOM 2 NEW WOOD FLOOR IL - NEW WOOD FLOOR LAUNDRY/PANTRY up � F-DAR OWDER--kP NEFl W 108 1D.S. WOOD OOR 44/ --2'-1"- 3 1/2"5'-0" 3 2" EXISTING FND.WALLS15'2 1/2" 15'6 3/4" 31 2 4'-10 12" - - - _ - - 13'-51/2" - - '' MODIFIED FOR NEW LANDSCAPE WALLS 5 1/2„ SEE LANDSCAPE DWGs EQ. EQ. EQ. EQ. EQ.EQ. EQ. EQ. EQ. 0D.S. 4F R T1 U Jacobson-Feldman LINE OF WALLS TO BE REMOVED (TYP.) Residence 4680 Wunneweta Rd. Cutchogue NY 11935 SCTM# (1000-11-14-36.6 ) First Floor Plan FeiFloa-n0"Srst 1rP 4 = SCALE:As Noted 4 Fri 7-7 GENERAL NOTES: -REFER TO STRUCTURAL SHEETS FOR ALL FRAMING INFORMATION- ST '17 3 0 -REFER TO DRAWINGS BY INTERIOR DESIGNER A- 1 01 FOR ALL INTERIOR ELEVATIONS © 2021 Meryl Kramer Architect All Rights Reserved 1 2 . -30 -30 Issue Date: Set: 8/23/20 Sturctural Engineer 9/18/20 For WMD 1 10/28/20 Structural Engineer -201 1/11/21 Progress Set 2/5/21 Permit 2/9/21 Permit Amendment - SLOPE - SLOPE - I I , , 12 - - 12 (-- i I : 5.5( +/ 5.5 i - ._ _._ I I° I w I ir ! EXISTING SKYLIGHT I EXISTING SKYLIGHT ' "-' 0 TO REMAIN _� i � I � I TO REMAIN � � � � i 1 - I 0 I � I � j - I I I I � ; -- ® -- ---- ---- EXOISTIONG RO / I I : ; � ! i � , : r . .i , i I , � � , . -1 : :. - � i - I i I - � ; r ! 1 ! I � � � ; I- I � I - 7 i . -� . � I i - ! I i : ! , 'L I ! 1 : I I - I TO BE REMOVED I � I I i � � � �, 1- ! -- - i - . 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Cutchogue NY 11935 SCTM# (1000-11-14-36.6) Roof Plan I C1 Roof Plan Scale: 1/4" =1'-0" SCALE:As Noted GENERAL NOTES: 1 -REFER TO STRUCTURAL SHEETS FOR ALL FRAMING INFORMATION -200 -REFER TO DRAWINGS BY INTERIOR DESIGNER A- 1 02 s FOR ALL INTERIOR ELEVATIONS © 2021 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/20 Sturctural Engineer 9/18/20 For WMD 10/8/20 For WMD 10/28/20 Structural Engineer 1/11/21 Progress Set 2/5/21 Permit 2/9/21 Permit Amendment PROPOSED ADDITION PORTION OF ROOF ---- r _ i r , "r Y , i ;: Ji_1iI i iu...r _I` _f iL: 1 '` _ l_":, J`` .-I_ .�- L>` `7 L'` , ,-µl' ,' -- - / , . :T._T„ .L...., -. _ir L -- _L_ ��." SIJ ] !�' .�7 .1'-- I1C �ILLr _L'_C_. -_,':: -.i- -f: L-_- i, .-!Lr'_ .T1 I:l_ 1'1`1'-'C`�-1 Y f_ I _ F r' _ += k C , YY1, TO BE REMOVED TYP. a + � , '-r„ r, - I I I ,"`r �,� l I , t, I L__ _.�, i _]J:''r- _ILi� �`,, r r T� I I'_ _I-1 7..: I 1=" .l- I _, :1 =1] s �L - - �J� - �-L - 'r� ,1' L'" - � 1 'C .L ''� \ r' P �`. 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Phone:(631)-209-2410 ! I -- ----- - --- - Structural Engineer Dilandro Andrews Engineering,PLLC - 58 Country Rd 39 Suite 10 -- - --- -- ---- --, SouthamptonY L L - at i' t'` r _` - N 11968 Phone:(631}259-3959 I L ate r Q r L s a', I: c I n , L-, , 1 - , -L E ri T t T- i I 1� � r_ ?, 1""=J L71.r,�VZL.? J, I ;_L ' S r YP,-. [ �' ''_ ��' '' - !�C><'1't LI 1 �:` , I.. j J _1..�`1 T- Ti--1'-i-L - :,� I,`f _�I `11 7 r -zLf _ 1'u _I,1'�J Ly ,' J,- - g r � y r`_1Interior Desi ner - r �L �l :n _ rt - .tet i s i T .j1 r 1`. 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Cutchogue NY 11935 SCTM# (1000-11-14-36.6) 2 East Elevation Scale: 1/4 = 1 _/4" = 1'-0" Elevations SCALE:As Noted A-201 © 2021 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/20 Sturctural Engineer 9/18/20 For Will 10/8/20 For WMD 10/28/20 Structural Engineer 1/11/21 ProgressSet 2/5/21 Permit Permit Amendment 2/9/21 ALIGN NEW RIDGE w/EXISTING ADJUST NEW ROOF PITCH AS REQ. 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TL 1 1 14- L it -rTT 0 t7 T.O.SUB FLOOR tu L z LF I J + L T l I i ,lj ILL -L 14 1 1 FL -T- T I L J j I ju (GREAT ROOM) IT- 0 01 1 1- u) 4 7- -1 -7 j_i I L ------ T, i, L t 4 i � ji T I I I i �� T.O.SUB F 0�13 -- - - - - - - - - - - - - - - T 17 - - - - - - EXISTING FLOOR JOISTS i 1 1 IL ---- - - - - - - - - - - I I it -L T EW FLOOP JOISTQ W 1 00 JOISTS -------- + G 1 00 I MASTER BEDROOM 4- LINE OF EXISTING P.C.SLAB - NEW DROP GIRDERS--'/" -NEW ------- Ld 10 BE REMOVED 7' ----------STAIRCASE DravArl Legend- Lj BONUS ROOM uj MECHANICAL FX'qT FN I WALL TO EMA IN ------- Wall To Be Removed �,STAIR LANDING. Lj: Existing Wall To Remain MODIFIED AS PER LANDSCAPE DWGs I T j LINE OF EX New Wa I[ YSTING l�! tL Existing I Foundation Wall tT t New I Foundation Wall tF 'J Li I ------ EW RETAINING III !�SUNKEN PATIO Existing CMU Foundation Wall kLL SEE LANDSCAPE DWI -SEI LANDSCAPE DWGs NEW FLOOR JOIS New CMU Foundation Wall T� tt ------- Lines Above Lines Below tNEW DROP GIRDERS 2 \A-4�01 NEW RC.SLAB —-—-—- Guidelines L j L: tDoorTag tWindow Tag 2 A-400 Section X, -XXX Sheet A Detail Tag Elevation Tag Bil.filding Section Bu d.i n ection - New Entr Hall x i' g Sc li� 01 - Scale: 1/4" 11-011 le ii/4� 11-011 x4l(�x Interior Elevation Tag x M I R Y I K R A M E R 260 H ORTONS LANE POST OFFICE BOX 1600 SOLITHOLID, NY 1 197 1 m a r c h i t e c t c o m Landscape Archatects Marshall I Landscape Architecture NEW STRUCTURAL RIDG 5175 Route 48 j L 14 L T- fil I- I I -T -7 -F i IL T T-T L j t I,-- TL I I L I -T Ill r Phone:(631)-209-2410 117 1 1 L-L I t I L T T T T TT j L -t I i t J�L -TE r T j--�1 1--TL�--, EL&- L�r L T 14-� I- 'it �-Li7 T- 71 Structural Ensilillneer 'j t'1 -T- T' -U L _LT L 111I1 -1 l' �1'j L IF T,-tti L T� Dilandro Andrews Engineering,PLLC 1 L T- -T LE � i 1�fi "T E L L 158 Country Rd 39 Suite 10 _12 1IIT 1j,I-" T Southampton NY 11968 ATTIQ I T T, L L 112 t�l -LL L, II F, TE L r�� IT T" -259-3959 L t 1 r IT' I'l--1 hone: L- L -L,i 11 L-L L L lit 1 f L LLi -JL. 4 L itT L Ib Lit ITIJ-L� - I T LL Tl� j+/-5 5 T*ii L- I- I'll I -L-- I-L , , I i� -T T, NEW PERGOLA If 1 11 J I LJ I I,i j -If 1,1�y T EXISTING COLI FT T-T LL -1'L JTL_-� t7' 1,L Ij -AR TIES ignell r j L Interilor Des! 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J/ 1 0� T A-300 9) 2021 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/21/20 Sturctural Engil 10/28/20 Structural Engil 1/11/21 Progress Set 2/5/21 Permit 2/9/21 Permit Amendn 1 2 2 -30 -200 -30 IF VY 2'-6 3/4" 14'-4 1/2" 2'-63/4' I - - / \ A 400 I " II c Iv o0 o e e t Drawing Legend: 3" 4" 411 611 Wall To Be Removed / \ / _- -- - - - - - - -- - ,f' Existing Wall To Rema 1 ) \ ) NEW SWIMMING POOL SEE LANDSCAPE DWGS (, New Wall y - / I I - alExisting P.C.Foundatl t HATCH AREA DENOTES =I I � I 3 New P.C.Foundation L�"� ""1 1 I POTEIWTIALAREA FOR FOUNDATION UNDERPINNING I I -30 h Existing CMU Foundat I� CONSULT w/ARCH IN FIELD I I o` New CMU Foundation (SEE 9/S-100) I I Lines Above A-401 � ------- i I ----------- Lines Below I 'T' 1 I I i I I i --------- Guidelines / 10"\ /\ I i \ / U LONG#5 BARS @ 12 D.C. DoorTag i J � -�-) � SECURE NEW FND WALL Ta DOWEL INTO EXISTING FOUNDATION I 2 - / I i � I &FOOTING,EPDXY IN PLACE,(TYP.) I � A-aoo _ - I 101 Window Tag \ - / 6"EMIBEDMENT MIN. o a t _ .'E. 1 I EXIST. Section X, Axxx Sheet A XXX Poo - J Rr I I UNEXCAVATED o - - - FOUNDATION EXISTING FOUNDATION WALLS------------- TO ALLS-------- , I I _ -- Detail Tag - I �- _ TO BE REMOVED(TYP) v F I I Elevation Tag o (2)13/4•x117/8'LVL I_ 12 13 4'x117 8°LVL I I -` x -s-�-L-�- --- - / \ _ / \ - / I- / \ - / (2)13/4°x117/8 LVL - CUTAWAY EXIST.SLAB �- m-. PROVIDE NEW FND.WALL I I O COORDINATE FINAL DETAIL IN FIELD w/ARCH -�- J -- -- o x Axxx x Interior Elevation Ta; P L x 10" m o i I W — o o NJ Q WHSSr O 5x5x 2 HSS 5x5x1 2 UP DOWN a 1 o 50 0— LJ 1/ / UP/DOWN _ r y y I I o 32I w/(F2.5)FOOTING w/(F3.5)FOOTING + Z SEE 0 p Gil ( / ) SEE(8/S-100) d -EXISTING FOUNDATION WALLS I TO BE REMOVED(TYR) U.l I _ _ _ - - — — — 9 - (2)13/4"x1!7/8'LVL (2)13/4-x117/8'LVL --- n - (2)13/4"x117/8 LVL I I — - - - - - M a r c h t e c t _ � —�-- II �- I EXIST. E R Y L K R A M E o — 1 I I UNEXCAVATED L- - - - - - - - - - - - -� o o - e - o L_ — =-J - FOUNDATION 2 10" 1 IEF SECURE NEW FND.WALL - - 1 NEW CRAWL SPACE I i -200, w 24" LONG ONG#5 BARS @ 12"O.C. P.C.SLAB I I 2 6 0 H O R T O N S L A h DOWEL INTO EXISTING FOUNDATION &FOOTING,EPDXY IN PLACE,(TYP.) I i POST OFFICE BOX 161 6"EM3EDMENT MIN. - ZYj OUTHOLD NY 119 HATCH AREA DENOTES ►I I 3 I r HATCH AREA DENOTES 6 3 1 - 4 7 7 - 8 7 3 POTENTIAL AREA FOR FOUNDATION UNDERPINNING I i POTENTIAL AREA FOR FOUNDATION UNDERPINNING m k a r c h i t e c t c o CONSULT w/ARCH IN FIELD ® EXISTING CHIMNEY A400 CONSULT w/ARCH IN FIELD (SEE 9/S-100) ; _ i TO BE REMOVED AS REQ. I I (SEE 9/S-100) L J L J EXISTING Landscape Architect: o Marshall Paetzel Landscape Architecture UNEXCAVATED FOUNDATION 5175 Route 48 Mattituck NY 11952 --EXISTING STL.PIPE COLUMN(TYP.) NEW HSS 4x4x1,/2 Phone:(631)-209-2410 2 w/(F-3.5)FOOTING SEE(8/S-100) '201 0 — — LOCATE POST IN EXISTING WALL(SEE A-100) 26'-5" o s Structural Engineer. Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton NY 11968 L_ — — J Phone:(631)259-3959 N / Interior Designer. Winter McDermott Design 197 Madison Street Sag Harbor NY 11963 Phone:(631)-488-0988 EXISTING FND.WALLS TO REMAIN TO BE MODIFIED AS PER LANDSCAPE DRAWINGS R<yD Ay C SECURE NEW w/24' LONG#5 BARS D@ 12LO.C. DOWEL INTO EXISTING FOUNDATION &FOOTING,EPDXY IN PLACE,(TYR) 6"EMBEDMENT MIN. % b 1 f. 024802 I 8 811 _ NEW AREAWAY 8.1 50 � - / NEW AREAWAY OF ��-1 M 1 M 7177-777, 2 z A-401 � A-401 12'-0" 8.-11/4" 18'-0" V-7" PROPOSED AREAWAY PROPOSED AREAWAY EXISTING BURIED OIL TANK Jacobson-Feld m; TO BE REMOVED I EXISTING AREA WAYS Residence TO BE REMOVED 4680 Wunneweta Rd Cutchogue NY 1193E 4 1 -200, SCTM# (1000-11-14-3E Foundation Plan & Crawl Space Floor Fram (:D1 Foundation and Crawl Space Floor Framing Plan Scale: 1/4"= 1'-0" SCALE:As Noted S- 101 © 2021 Meryl Kramer Archite All Rights Reserved Issue Date: Set: 5/21/20 Sturctural Engineer 1 2 2 1 10/28/20 Structural Engineer 1/11/21 Progress Set -30 _2°0 -30 1/26/21 Structural Engineer _ LINE OF DECK ABOVE 2/5/21 Permit X, —_—_—_ NEW�2�13 4 x 14'LVL � _---___ X� 2/9/21 Permit Amendment NEW 8x8 POST(TYR) I' II I I I, I EXISTING POSTS TO BE REMOVED --- I o z (TYR) I_ Y O iU o I V �w - Y pw Z O w l NEW RETAINING WALL SEE LANDSCAPE DWGs I II v w - NEW 6x6 P.T.POST w/ABU66Z POST BASE SET ON RETAINING WALL 1 I NEW 2x8 P.T.DECK JOISTS ` NEW 2)13 4 x 9 4'LVL NEW(2)13 4x9 4'LVL LOWERED FOR PLANTER -. :-v � \ � � e o LINE OF WOOD DECK ABOVE �. III I _ EXISTING FLOOR JOISTS A-400 ' h - I 8 � 14"TJI ASSUMED '- --PERGOLA POST (ASSUMED DIRECTION) _ ABOVE(TYR) r ' S-100 a - I ! EW 6x6 POS _- -- - 1 2113L4 x 97,/_2 LVL I, OVIDE F LES HANGERS R LAtJG NEW 2x10 P.T.DECK JOISTS' �- ^ a r e @ 16"O.C. I 4 rn I / \ I Irn E_ • LINE OF — — — (2)13/4"x 91/2'LVL - v / DROP GIRDER T " i WOOD DECK ABOVE v -- -- - - - = NEW SWIMMING POOL - --------- - - - - - / / t°o SEE LANDSCAPE DWGs /) > -- 0w_5 O z M> d � NEW FLOOR JOISTS- / 10 [" M azo o / S 100 LU d , ;i Y ( I r= ani II o �/ - ► ®----- i u^) 3 o o alo o= I vel I SIMPSON DTT2Z _ - - a w/1/2"0 GALV.THREADED ROD 1 -30 p M c�-7 z g' ( w/NUTS AND WASHERS,(TYR) I j A-401 3I�a �a U zj p NEW 2_x10 P.T.DECK JOISTS , J o it g�I / I c�16°o.c: (i N I (i Drawing Legend• Li -- rn j _ _ _ _ _ Wall To Be Removed z p z❑ \ FILL IN EXISTING WINDOW M.O. 1 I PERGOLA POST' w/NEW SOLID GROUTED CMU ', x I o / ABOVE(TYR) � — — � � w/#4 DOWELS @ 48"O.C. Existing Wall To Remain li M g I 1 = P• 2910 DJ 1 I I 1 JOINT REINFORCING EVERY OTHER COURSE DOWEL TO EXIST.FOUNDATION w/24"LONG#5 BARS @ 12"O.C. I 'i A 400 I - I New Wall V I T ,T I -> 7- Existing P.C.Foundation Wall 71 T EPDXY IN PLACE,(TYR)6"EMBEDMENT MIN. I ---- `7 j - 7 I New P.C.Foundation Wall • t NEW BEAM POCKET NEW BEAM POCKET l e - - — - - --_ - Existing CMU Foundation Wall SEE 2/S=100) SEE 2/S-100) \ i j - New CMU Foundation Wall j v 77 I CONFIRM HEIGHT IN FIELD ( ( I ! -- -_ - -i- - ----- - / i POOL FOUNDATION FRAMING SHELF - -- -- - ------ _ Lines Above NEW 2x10 P.T.DECK JOISTS T NEW 2x10 P.T.DECK JOISTS SEE LANDSCAPE DWGs I� NEW 2x10 P.T.DECK JOISTS � � ! ;m ' o _ � � I� I I �- ,-� I -i T-II ----� -- --_-\ -- �- \ _� ` w � ----------- Lines Below �) I @ 16"D.C. @ 16"O.C. - - r, @16"O.C. I p - [' - - - - - I - ----- - v6' Guidelines EXISTING FOUNDATION WALLS ---- i a I TO BE REMOVED(TYR) / Door Ta I I I I - - - - - - - - - - g zi Jas ---- i --- -- 1 — - - -iL3/_� r O Window g 0 � 0 2 13 x 9 2-LVL 4 1 a w . - (2)91/2'LVLT w� / / LU o 3 I - - o Wm z A 401 - - - V -x Section X, �Io `ilc olc Y) I I o e oIQ 1 I ? I �l Sheet A XXX „ w j o Z HATCH AREA DENOTES BATHROOM ABOVE w N I PERGOLA POST a 4 ^ � � WITH FLUSH THRESHOLD SHOWER ' Z�o �o �o �o of I vc7 �o I r I -- - 1 2 -30 -30 Issue Date: Set: 5/21/20 Sturctural Engineer 10/28/20 Structural Engineer 1 1/11/21 Progress Set V-201 2/5/21 Permit 2/9/21 Permit Amendment 8 9 A-500 A-500 NEW(3)13/45,91/2 LVL A, I J . 1 \, 1 1 e'1! I C7 011 0 I' jX !M F- ei it X j 'll EXISTING ROOF RAFTERS EXISTING ROOF RAFTERS TO REMAIN TO REMAIN CUT BACK SOFFIT AS REQ CUT BACK SOFFIT AS REQ I T J ----------- - - -- - - - - - - --(2)P.T.2x12 D.F. - _ _ I I ', EXISTING ROOF RAFTERS ,j, _-` EXISTING G ROOF RAFTERS x 1 M TO REMAIN I TO REMAIN 1 M NEW 2x8 R.R. 16'O.C. N �l� ! N NEW 2x6 CJ.0 16"O.C. _ Z ng Lege NEW li PROVIDE FLANG z _ - - - - LESS HANGERS a I _ _ i _ _ _ 1 � _ _ _ ^. _ - Wall To Be Removed I I LU 1 NEW 3x8 CEDAR PERGOLA RAFTERS 1 ) I o Existing Wall To Remain y --- 1 � New Wall 1, I @+/-12 O.C. I I I I r VERIFYSPACING INFIELD w/ARCH --- - - -_ 1 PROVIDE MOCKUP FOR APPOVAL 1 i - ___._.. _ NEW(3)113/4■x 99,/4'LVL w/(2)3/8''x9'STL PL - Existing P.C.Foundation Wall Z ' New RC.Foundation w �"�� Existing CMU Foundation)Wall 1 I - -' 3 New CMU Foundation Wall r EXISTING ROOF RAFTERS(2x8 ASSUMED) I EXISTING ROOF RAFTERS(2x8 ASSUMED) TO REMAIN TO REMAIN •v EXISTING CEILING JOISTS -30 ------- ' v Lines Above -- -- - TO REMAIN - ► la Lines Below T --- ~ 3 ----------- a 1 I --- i : Guidelines 101 1 c�i -- -- ------- x' O Door Tag ' PERGOLA NOTE: lS ' i'' I Ix� A-701 A 400 z - 5EE DTL A-500 z 1 z Y I I 101 Window Tag M _l _ " Ili -- - --------- ---_------ ____-__ __ -- S Section X, -- III - --------- z Sheet A-XXX I ; 1 �I I - - - - -_ -- - - - I x 1 _ -- - - - -- -- ----- - - -- - - — _ - III ) N I i - --- - _ -- - I ',M �XXX�� Detail Tag 1 x \ - -- �z --'--- x vI / - - - - - - - - - - - - - - - NEW32x10R.R. III II ,� � nx�oc Elevation Tag I I ! 1 z I hQ'i - - LL \ � 0 NEW'Ix O m = O � SKYLIGHT R.O. i' �\ L. x Axxx x Interior Elevation Tag 1 I I N (' I i -r- c7 v - - - --- ------ NEW 2,8 R.R. NEW 2x8 R.R. z z --- - -- \, I I I �•, SISTERED TO EXIST.2X6 R.R. - -, SISTERED TO EXIST.2X6 R.R. I' � I �I , �O rn J X a P.T.POST aw.) J li I � IJ I I I I IIIII NEW(4)13/4"x 20'LVL RIDGEwz \� r I a' I A./ % r (2)P.T.2x12 D.F. 1, ` 7 --- -- - - -s --- - - -- -- - y V M E R Y L K R A M E R - --- - - ---- - - --- --- -- ------ - - - _ - - - GENERAL NOTES" FOUNDATION NOTES: tt :�y tti�'/� Issue Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE 1 PrP, 0�f LED AS t,.,+ ED 5!21/20 Sturctural Engineer 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. .?�/ -� 10/28/20 Structural Engineer ACCORDANCE WITH THE NEW YORK STATE UNIFORM DATE' B.P.# �f 7 12/23/20 Permit GIRDER AS SPECIFIED BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. / 6V CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 CONSERVATION CODE,AND LOCAL AUTHORITIES. FE1� 2 ALL REBAR ASTM A-615 GRADE 60. i r,-o a- �� NOTIFY BMJ LIJ,N,) FUS:. /•.,,I I�,NT AT ' BLOCKING PER 4 FOR THE ULTIMATE ICE SHIELD UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 765-1 PO2 �P.^�: TO 4 P.•. MANUFACTURES SPEC. GROUND SNOW LOAD SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. FLOOD HAZARDS VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS,ARE TO BE i JOIST AS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS WIND SPEED(MPH) REQUIRED INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOLLOWING INSPEC I IONS: FOUNDATION HAS BEEN DESIGNED FOR A SOIL 1. FOUNDA T ION - TWO REQUIRED / METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW FOR POURED CONCRETE MANUFACTURES SPEC. I THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO 2. ROUGH - FRAMING & PLUMBING CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 3. INSULATION SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 4. FINAL - CONSTRUCTION MUST 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Typical Joist (Hanger LIGHT WOOD-FRAME WALL 3. PROVIDE FLASHING AT ALL ROOF BREAKS, BE COMPLETE FOR C.O. 11 Not To Scale CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS TO INSTALLATIONOF CONTRACTOR SHALL AND OTHER PENETRATIONS WITH THE TO POURING G AND ELECTRICAL CONTRACTORS RELATIVE ALL CONSTRUCTION SHALL MEET THE AND DECKS ETC. REQUIREMENTS OFTHE CODES OF NEW PLYWOOD OPENINGS 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED(DURING YORK STATE. NOT RESPONSIBLE FOR RAFTER PROTECTION;THICKNESS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING/A BEARING CAPACITY DESIGN OR CONSTRUCTION ERRORS. DEPENDS ON WINDOW OPENING 5. DESIGN CONSULTANTS OR RECORD ARCHITECT OF LESS THAN 2 TONS PER SQUARE FOOT. (1)SIMPSON H2A STRAP PER WIDTH(1) -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, RAFTER w/(12)8d COMMON NAILS _ SUPERVISION,OR ADMINISTRATION OF THIS 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. COIV PLY WITH ALL CODES 01- CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL WALL PLATESe ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. N t;�JV YORK STATE & TOWN CODES I RESPONSIBILITY OF THE CONTRACTOR. AS REQUIRED AND CONDITIONS OF STUD WALL NOTE: IN LIEU OF SCREWS,LUGS 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR(FRAMING. (1)CSHP18 METAL 6THIS DRAWING IS AN INSTRUMENT PREPARED TO S � STRAP PER STUD w/ . .WITH NUTS AND WASHERS MAY BE USED FACILITATE CONSTRUCTION AND SHALL NOT BE 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GRSW OR SP SOILS PER USCS ASTM D 2487 AND IS TO BE (1)CSHP18 METAL STRAP PER a (8)8D COMMON ° ( )) CONSTRUED AS A CONTRACT BETWEEN BUILDER AND -- Rafter/Plate/Stud Connection STUD w/(8)8D COMMON NAILS PER END OWNER. MECHANICALLY COMPACTED IN 6 LIFTS TO 95/°OF MAXIMUM DRY DENSITY. 1 NAILS PER 10"END LENGTH ♦ CDEOT E SOUTHOLDTOWNTRUSTEES Not To Scale AIL ► 7. THIS STRUCTURE HAS BEEN DESIGNED IN 12 UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH N0.5 T ° ACCORDANCE WITH THE NEW YORK STATE ENERGY REBAR DOWELS. •/ N.Y.S.DEC -- --- CONSERVATION CODE. SUGGESTED UNDERPINNING PROCEDURES: ANCHOR BOLTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. w/0.229"x3"x3" , a ., _s .t �,.•s h FIRAMI G B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. WALL STUD �; BEARING PLATES, 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND - •- ;,-• 9 � f r v " /'""' !� DETAILS OF EXISTING STRUCTURE SHOWN IN THE e �• - (TYP.) INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. 3"No.8 SCREWS 12"O.C. DRAWINGS ARE BASED ON LIMITED FIELDMEASUREMENTS AND AND MAY NOT BE ACCURATE. THE : C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND w c ..• ; a v 1 ` "'r` `� t" TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. CONC.WALL �- WASHER(TYP.) CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB e f SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY 4;;FLOOR JOIST � DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 1/2"PLYWOOD ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. ELECMTCALTNSPECTIOrl REQUIRED GLASS OR CONSTRUCTION. G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT ANCHOR BOLT 4'O.C.(TYPICAL) 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. WALL STUD „ 12"FROM CORNERS First Floor & Sill Anchors BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND N w/0.229"x3"x3" 9 PLASTIC COATED LATERAL FORCES ACTING ON THE COMPLETED BUILDING. 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR F�l r•I%I S i 1 CSHP18 METAL °' BEARING PLATES, Not To Scale PERMANENT WOOD SCREW IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THREE FEET FROM NEW WALL. n r! t "'�' - �0 STRAP PER STUD ANCHORS DESIGN AND PROVIDE ALL REQUIRED SHORING AND Fi lt't l�,„�T TO Cl�f,t i CR Z (TYP•) GLASS w/(8)80 COMMON BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN OF TI!1E TOV 1 COIDE. NAILS PER END ° 1/2"PLYWOOD THE STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED STRUCTURE AND FOR FRAMING CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED FRAMING NOTES: DESIGN LOADS. All exterior lighting 2 Stud Straps I5 Second Floor BOX - ---- _- 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO installed, replaced or Not To Scale SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. repaired shall Conform 8 Header & Post Tie Downs ,WASHER(TYP.) PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE Not To Scale SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING to Chapter 172 1111, �kED ASC 2 1/2" Nail Sizes Eff TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF of the Town Code MIN. Joint Descri tion - - -- \ THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: �� .(L KRq Description I(common nails U.O.N. Nail Spacing @- Rf #--{ - -��-. 3"No.8 SCREWS 12'O.C. WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI DETAIL A-TYPICAL ATTACHMENT OF IN THE DRAWINGS. FV= 180 PSI � �� -- ROOF FRAMING pl PLYWOOD OPENINGS PROTECTION TO FC PERP=625 PSI ! ` Df1 ATE L Y - Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOOD-FRAME BUILDING 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI ENCLOSE POOL TO CODE �r BEAM (2)1/2"DIA. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE UPON COMPLETION N Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: BEFORE"WATER" 024802 0 THROUGH-BOLTS ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI C - - w/WASHERS Ceiling Joist Laps over Partitions(Face nailed) 4 16d each lap ALTERNATE TO 120 MPH CERTIFIED WINDOW WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI OF t4 Collar Tie to Rafter(Face-nailed) 2-8d per tie INSTALLATION: PLYWOOD PANEL WINDOW AND CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI Blocking to Rafter(Toe-nailed) 2-8d each end DECK POST ," (DOOR PROTECTION FOR WOOD FRAMED BUILDINGS E=2,000,000 PSI 2-16d each end PLUMIl C, 5 1/: Rim Board to Rafter(End-nailed) /; MIN. TYp. TYP. 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ALL PLUVS' Ilr; ';1t% `- ----- WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot FB=2,800 PSI F+I+Va/• Top Plates at Intersections(Face-nailed) 4-16d joints-each side FV=290 PSI ^ 3 2 3 3 2 3 �t � EC F2ER00,000 PSI( Drawing Legend: Stud to Stud(Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges ' - - - - - _ Wall To Be Removed POST BASE 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: - - ' - - r ONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FB=3,000 PSI `"'1_(.Ji!iu � '1?T 1F1CATlON Existing Wall To Remain FV=300 PSI -y1-a L E4D CONTENT BEFORE I New Wall 2-16d per 2x6 stud FC PERP=850 PSI ° 2-16d per 2x8 stud E=2,100,000 PSI :.h F ti.CATs OF OCCUPANCY Existing P.C.Foundation Wall 2 1 2 2 1 2 Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d 1,2 per foot 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. �DER USED IN WATER New P.C.Foundation Wall �-� ( ) s ' SYSTEM CANNOT Face-nailed ��•/; '-� +_ LL'I ti. r. r'""'"'"""""-""1 Existing CMU Foundation Wall 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMIN'ATrD VENEER LUMBER BOARDS ARE TO BE NAILED/•BOLTED INE``�L` `F ''-�- '`' ' 'x/10 OF 1o,0' r-L r[!D. FLOOR FRAMING ACCORDANCE WITH THE MANUFACTURER'S SPEC,rICATIONS. �" """ 1 New CMU Foundation Wall Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist ------- Lines Above Deck Beam/(Post 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED 3 Bridging to Joist(Toe-nailed) 2-8d each end CONNECTORS,STRAP ETC.ON THESE DRAWINGSARE MADE BYSIMPSON UNLESS INDICATED OTHERWISE.ALL j ----------- Lines Below Not TO Scale Blocking to Joist(Toe nailed) 2-8d each end CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 3 2 3 3 2 3 �t � Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block --------- Guidelines Ledger Strip to Beam(Face-nailed) 3-16d each joist g 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING Gable Roof Plan:7 to 45 degrees Joist on Ledger to Beam(Toe-nailed) 3-8d per joist OF 48/24.FLOOR SHEATHING SHALL BE GLUED 1%D SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. 101 Door Tag Band Joist to Joist(End-nailed) 3-16d per joist FIELD). CSHP18 METAL 4 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot STRAPS w/(8)8D -- 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT l01 Window Tag COMMON NAILS PER TYP' ROOF SHEATHING - SPACING INDICATED,EXPOSURE DURABILITY(,TWO SPAN MINIUMUM. 10"END LENGTHStructural Panels 8d SEE NAILING SCHEDULE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED axxz Section X, i RAFTER 3 2 2 3 (PER DETAIL 10) Sheet A-XXX BLOCKING Diagonal Board Sheathing 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 1"x 6"or 1"x 8" 2-8d per support llA Detail Tag RIDGE BEAM 1"x 10"or wider 3-8d per support 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. x CEILING SHEATHING nxxx Elevation Tag 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED x 4 Rafter Straps - 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. x4(� x Interior Elevation Tag Not To Scale WALL SHEATHING 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. x Structural Panels 8d (see detail 10/A002) 2x4 BLOCKING AT PANEL EDGES WOOD BEAM Fiberboard Panels 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. 7/16" 6d 3"edge/6"field ° 3 2 2 3 25/32" 8d 3"edge/6"field WALL STUDS,SEE PLAN 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCREIrE FOUNDATIONS ° ♦ STEEL PLATE ~ Gypsum Wallboard 5d 7"edge/10"field INCLUDING SOLID BLOCKING IN FLOOR SPACES. Gable Roof Plan:0 to 7 degrees Hardboard 8d (see table 3.9) 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. STEEL COLUMN Particleboard Panels 8d (see table 3.9) 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. Diagonal Board Sheathing i PANEL EDGE FASTENING 1"x 6"or 1"x 8" 2-8d per support 3.25"x0.131"SMOOT SHANK NAILS 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOIMMENDED M E R Y L K R A M E R ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support AT X O.C.w/3/8"MIN.DISTACE FROM EDGE FASTENER. a r c h i t e c t Zone 1 Zone 2 Zone 3 FLOOR SHEATHING PANEL FIELD FASTENING STEEL 3.25"x0.131"SMOOT SHANK NAILS Structural Panels : AT 12"O.C. FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field WALL SHEATHING,SEE PLAN, 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 2 6 0 HORTONS LANE STEEL COLUMN greater than 1" 10d 6"edge/6"field LONG DIRECTION PERP.TO 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. POST OFFICE BOX 1600 STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing FRAMING,ENDS STAGGERED .'I ... 1; . 1"x 6"or 1"x 8" 2 8d per support 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. S O U T H O L D, NY 1 1 9 7 1 ` 1"x 10"or wider 3-8d per support 6 3 1 - 4 7 7 - 8 7 3 6 vI , FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE, a -- --- ----- - -- o A I I a CONCRETE PIER SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. PLANS. m k a r c h i t e c t c o m a i < 11 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed ° 13"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL.COLUMN be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC ---- STANDARDS. Porch Beaml/Column Anchor 7 Typical Insulated Wall Sheathing Layout & Fastening 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. 10 Not To Scale 5 Simplified Roof Sheathing Nailing Schedule Not To Scale Jacobson-Feldman Not To Scale 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. Residence 4680 Wunneweta Rd. Drawing List:, Cutchogue NY 11935 ROCF a"VentThru Roof 4"VentThruRoof NO. SHEET NAME DATE SCTM# (1000-11-14-36.6) a" a" SP-1iSite_PIa�By M-PLA) 12/23/20_ -,_-2"---f 2„_-�-- -I -r--- A-002_ Code Sheet_ 12/23/20_ I'- I I I ---r- I I I I I I I T'---�--_ A-003 Window & Door Schedule 12/23/20 I I I 1 I I I I I I I I I 2" 12" li 112" 12' ' 1 1/2" 11 1/2" 12" 12" (1 1/2" 12" li 1/2" 12" 11 1/2" 1 2 11 112" 111/2" 12" 11 1/2" 111/2" 12" EX-101 Existing Conditions 12/-2-3/20_ LAV. LAV.lj�c I I SINK LAV. SINK I LAV. I LAV. • F.A.I.-�------1 . I D'A/ w.c. w w.c. I w.c. 1 w.c. -- 1 Code Sheet TUB SHOWER TUB SHOWER SHOWER A-100 I Basement Plan__ 12/23/20_ 1ST FLOOR 2" 2" 3" 1 1/2" 1 1/2" 1 1/2" 2 2" 3" 2" 2 3" 3" 2" 1 1/2" 3" 2" 11/2-J" )2" A-1.01 First Floor Plan _12/23/2_0__ P ROJ ECT DATA - --- HOUSE I C.O- A-1.02 -Roof Plan 12/_23_/20_- 4' --- ----- TRAP MASTER KITCHEN POWDER LAUNDRY/ BATH 3 BATH 2 BATH 1 SCTM # 1000-11-14-36.6 A-200---Elevations _ 12/23/20 BATH 4 M U D R OOM ------------ - --- ----- A-201 Elevations 12/23/20 CONNECT TO PROPERTY 4680 Wunneweta Rd. APPROVED SANITARY ADDRESS Cutchog ue NY 11935 A-3010_ Building Section 12/23/20 __-••I-2"-_-- 1 I I .T_.-,�---� SYSTEM 11 v2" 11 1/2" 12^ 11 1/2" 12" 12 �1 1/2" 11 1/2" 12" - _ _ 1 LAV. SINK LAV LAV. ZONING R40 1 SCALE:As Noted A-401 Wall Sections 12/23/20 _ W.C. OW SHOWER SHOWER ALLOWABLE- 35' (2 1/2 STORIES) BASEMENT BUILDING HEIGHT A-5.00Exterior Details 1-2/23/20_ 1 1/2" )3" 2" 2" 2" 2' 11/2" 3" 2' ACTUAL- 26.5'(2 STORIES) C.O. ------- -- C.O. JBATH 6 EJECTOR EJECTOR a" S-1010 Structural Details 1.2/23/20-_ A-002 PIT PIT MECHANICAL BAR BATH 5 ENERGY CODE COMPLIES WITH 2020 ECCNYS (2018 (ECC) - S-10)1 Foundation Plan 12/23/20 -- - -- - S-10)2-- First Floor Framing Plan________-___ _ 1--2/23/20 LOT COVERAGE See site plan by landscape architect S-103 Roof Framing Plan ----12/23/20--.- PLUMBT.S..ING RISER DIAGRAM ,. Scale: Nc Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/21/20 Sturctural Engineer 6/30/20 Design Revisions 8/23/20 Sturctural Engineer 9/18/20 For WMD 10/8/20 For WMD 10/28/20 Structural Engineer 12/23/20 PERMIT WINDOW SCHEDULE WINDOW NOT -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO WIDTH RO HEIGHT REMARKS -CONTRACTOR TO VERIFY R.O.ON WINDOW QUOTE PRIOR TO FRAMING - GLASS A 1 ANDERSEN (E-Series) AWN2818 Awning 2'81/2" 1'81/2' -LowE2 w/ARGON B 1 ANDERSEN(ESerles) MULL(3)CMT3040* Custom 9'01/2' 4'01,/2' -CONTEMPORARY SDL GRILLS(SIZE T.B.D.) -CONTEMPORARY STOPS C 1 ANDERSEN(E-Series) MULL(5)CMT3040 Custom 15'01/2" 4'01,/2" -HARDWARE -SCREEN D 1 ANDERSEN (E-Series) MULL(2)AWN 2826 Custom 5'4 1/2' 2'6 1/2' -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS E 1 ANDERSEN(E-Series) DHG3050 Double Hung 3'01/2" 5'01/2" (*) DENOTES EGRESS COMPLIANCE F 1 ANDERSEN (E-Series) AWN3426 Awning 3'41/2° 261/2" G 1 ANDERSEN(E-Series) MULL(2)AWN3426 Custom 6'81/2' 2'61/2' H 1 ANDERSEN(E-Series) MULL(2)DHG3446 Custom 6'81,/2" 4'61/2' K 1 ANDERSEN (E-Series) MULL(3)AWN3426 Custom 10'01,/2" 2'61/2' M1 1 ANDERSEN(E-Series) DHG3451 Double Hung Tempered 3'41/2° 5'11,/2" M2 4 ANDERSEN(E-Series) DHG3451* Double Hung 3'41/2' 5'11,/2° N 1 ANDERSEN(E-Series) MULL(2)DHG3446 Custom 681/2" 4'61/2" Q 1 ANDERSEN(E-Series) MULL(3)DHG3446 Custom 10'01/2' 4'61/2' R 3 ANDERSEN (E-Series) MULL(3)DHG3451* Custom 10101/2" 511/2' S 1 ANDERSEN(E-Series) MULL(2)DHG3451* Custom 6'81/2" 5'11/2" T1 2 ANDERSEN(E-Series) AWN3426 Awning Tempered 3'41,/2" 2'61,/2' T2 1 ANDERSEN(E-Series) AWN3426 Awning Frosted-Tempered 3'41/2° 261/2' U 2 ANDERSEN(E-Series) MULL(2)3426 Custom 6'81/2" 2'61/2' V 1 ANDERSEN(E-Series) CMP Fixed Glass 3'01/2° 1 6'91/2' EXTERIOR DOOR SCHEDULE j EXTERIOR DOOR NOTES: j -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER -CONTRACTOR TO VERIFY R.O.ON WINDOW QUOTE PRIOR TO FRAMING '(E�ED'�R ROUGH OPENING UNIT SIZE -GLASS NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO Width RO Height Width Height Thickness REMARKS -LowE2 w/ARGON 1 1. ANDERSEN(E-Series) GP80610 Slider 8117/8' 6'101/2' 8'0 3/8' 6'101/2' 13/4° -CONTEMPORARY SDL GRILLS(SIZE T.B.D.) -CONTEMPORARY STOPS 2 1. ANDERSEN(E-Series) GP80610 Slider 8'17/8" 6'101/2' 8'0 3/8" 6'101/2' 13/4' -HARDWARE N.A 5 1. CLOPAY or equal Overhead 18'11/2" 8'0" 18'0" 810' 13/4" -SCREEN �'l� 02ggo2 ©4� 6 1. ANDERSEN(E-Series) GP16080 Slider 15-1.03/40 8'01/2" 15110 3/4" 8101,/2" 13/4' -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS OF NE`N 7a 1. ANDERSEN(E-Series) HPI(SP5)(AR) Swing Simple 3'10' 716" 3110' 716" 13/4' 7b 1:1 ANDERSEN(E-Series) HPIDG Swing Simple 411" 716" 4'1° 716° 13/4- 8 1. ANDERSEN(E-Series) GP80610 Slider 8'13/4" 6'101/2° 8'01/4' 6'101/2' 13/4' 9 1. ANDERSEN(E-Series) GP80610 w/GP40610 Slider 12'31/8" 6'101/2° 12'15/8" 6'101/2" 13/4' Drawing Legend: - 10 1 ANDERSEN(E-Series) HP130610(SP5)(AL) Swing Simple 139.11/2" 6'101/2" 3'0° 6'101/2' 13/4° - _ _ _ _ _ _ Wall To Be Removed Existing Wall To Remain New Wall r__7 Existing P.C.Foundation Wall New P.C.Foundation Wall y7 71 Existing CMU Foundation Wall '7 New CMU Foundation Wall ——————— Lines Above ----------- Lines Below INTERIOR DOOR NOTES: —-------- Guidelines INTERIOR DOOR SCHEDULE -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER -CONTRACTOR TO VERIFY SIZE ON DOOR QUOTE PRIOR TO FRAMING 101 Door Tag ROUGH OPENING UNIT SIZE -HARDWARE NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO Width RO Height Width Height Thickness REMARKS -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS 101 Window Tag 101 1. ITRUSTILE or equal Swing Simple Solid MDF(PAINTED) 27 1/2° 618" 216" 618" 13/4' 102 TRUSTILE or equal Slider Solid MDF(PAINTED) 8111/2" 6'8" 8'0" 6'8' 13/4" z Section Sheet A XX XX 103 1. TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'11/2" 618" 2'0" 618° 13/4' 104 1. TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2171/2- 618" 216" 6'8" 13/4' x Detail Tag 105 1. TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2111/2" 618" 210" 618' 13/4° Axxxx 106 1_ TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'71/2' 618° 2'6' 618' 13/4' Elevation Tag 107 1. TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'71/2' 618" 2'6" 618" 13/4' x 108 1. TRUSTILE or equal Swing Bi-part Solid MDF(PAINTED) 4-71/2- 618" 416° 618° 13/4° xOx Interior Elevation Tag 109 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 21111,/2" 6'8" 2110" 618° 13/4° x 110 1 (TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'11/2" 618' 2'0" 618" 13/4' 111 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'51/2" 618" 214° 6188 13/4' 112 ! 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'71/2° 618" 216" 6'8' 13/4" 113 1 Cased Opening 2'111/2" 6'8" 2110" 618° 13/4' 1l 114 1 TRUSTILE or equal Pocket Bi-part Solid MDF(PAINTED) 5'11/2" 618" 5'0" 618' 13/4' 115 1 TRUSTILE or equal Pocket Simple Solid MDF(PAINTED) 315" 811' 315" 811' 13/4' MERYL KRAM ER a r c h i t e c t 116 1 TRUSTILE orequal Pocket Simple Solid MDF(PAINTED) 3'5" 811° 315° 811' 13/4" 117 1 TRUSTILE or equal Pocket Simple Solid MDF(PAINTED) 315" 8'11,/2" 315" 8'11,/2' 13/4' 118 1 TRUSTILE or equal Pocket Simple Solid MDF(PAINTED) 3156 8'11/2" 315' 8'11/2" 13/4' 2 6 o HORTONS LANE 119 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'11/2" 618" 210" 618' 13/4° POST OFFICE Box 1 6 0 0 120 1 Cased Opening 719" 618" 7'8" 618' 13/4" S O U T H O L D, N Y 1 1 9 7 1 121 1 TRUSTILE or equal Swing Bi-part Solid MDF(PAINTED) 4'11/2' 618" 41O° 618' 13/4' 6 3 I - 4 7 7 - 8 7 3 6 122 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'91/2" 618° 2185 618' 13/4' m k a r c h i t e c t c o m 123 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'9 1/2" 618" 2185 618" 13/4- 124 1 TRUSTILE or equal Swing Bi-part Solid MDF(PAINTED) 2'91/2' 618" 218" 6'8" 13/4° 125 1 TRUSTILE or equal Bi-fold Bi-part Solid MDF(PAINTED) 6'11/2" 618" 610° 618" 13/4' 126I TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 1191/2" 618" 118° 618' 13/4" 127 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 1'91/2" 618" 1'8' 618" 13/4° Jacobson-Feldman 128 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'5 1,/2' 618" 214° 6'82 13/4' Residence B01 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'71,/2" 618" 216" 618" 13/4' 4680 Wunneweta Rd. B02 I TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 2'71/2" 618" 216" 618" 13/4' Cutchogue NY 11935 B03 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 3'11,/2' 618" 31O° 618' 13/4' B04 / TRUSTILE or equal Swing Bi-part Solid MDF(PAINTED) 4'11/2' 618" 410' 618° 13/4' SCTM# (1000-11-14-36.6) B05 1 Swing Bi-part Glass Panel 511/2' 616" 5105 616° 1' B06 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 3'11/2" 618" 3'O° 618' 13/4" B07 1 TRUSTILE or equal Slider Solid MDF(PAINTED) 6'11/2' 618" 610° 618" 13/4' B08 1 TRUSTILE or equal Slider Solid MDF(PAINTED) 6'11/2" 618" 610" 618" 13/4" B09 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 3'11/2' 618" 31O" 618' 13/4' Window & Door Schedule 610 1 TRUSTILE or equal Swing Simple Solid MDF(PAINTED) 27 1,/2" 618" 1216N 618" 13/4' 1311 1 TRUSTILE or equal Swing Simple ISolid MDF(PAINTED) 3'11./2' 618" 310" 1618N 13/4' SCALE:As Noted A-003 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5 5 12/23/20 PERMIT X- 10 X- 10 13 ® ® ® ® - - __1 F — __1 COVERED S REEN POR H STONE PATIO CAfHEDRALCEILING STONE PATIO EXISTING FLOOR JOISTS —I 14"TJI ASSUMED ASSUMED DIRECTION BEDROOM 6 MASTHEDRER ADCEILING ROOM 5 F --I F 0 olu O Is FAMILY ROOM MASTER c.o BATHROOM wIH cv DP MECHANICAL MASTER I BATHROOM WIC ExlsT _ EXISTING FLOOR JOISTS \ 2x10 ASSUMED ASSUMEDMED DIRECTION WOOD DECK DN 6 y _ 6 X- 10 UNEXCAVATED X- 10 STAIR HALL CELLAR FOUNDATION 1 UP _ DN 2 — — 2 �'- IRRIGATION CONTROLS �° ❑° BATH O UP X- 10 O - DN — X- 10 GARAGE UNEXCAVATED /� FOUNDATION N N � CLOSET CT DINING 0 r o Z �. ❑o - w LL LL a IOISER i"�- BEDROOM 1 LIVING ROOM r-------------------------- , B MECHANICAL / I I _ I I CRAWL SPACE EX.(2)2x1ODROP GIRDER Hw STEAM ROOM BATHROOM / ExlsT. - EX.DROP GIRDER(2)2x10 ASSUMED p 3SUMED FLUSH GIRDER I I -�-- - � UNEXCAVATED BUNK ROOM i I _ FOUNDATION UP- (BEDROOM 4) — f- ATTIC c2 5 ACCESS z� N O w CLOSET o o F1 -- ? EY KITCHEN BEDROOMORBEDROOM 3EDOM CEDAR 7 OO CLOSET '`( ZED A BATH a ,ATC WATER SUPPLY BAR PANELS OO ENTRY VESTIBULE � �~ O24802 ©IRW OF N��^l 3 3 Basement Plan First Floor Plan X- 10 1 Scale: 1/8" = 1'-0R X_ 10 2 Scale: 1/8" = 1'-0" Drawing Legend: _ Wall To Be Removed Existing Wall To Remain New Wall --1I Existing P.C.Foundation Wall New P.C.Foundation Wall Existing CMU Foundation Wall New CMU Foundation Wall ------ Lines Above ----------- Lines Below --------- Guidelines 101 Door Tag 101 Window Tag L _ x Section X, °'XXX Sheet A-XXX s, Detail Tag ri ,. __ t ... .r ----- _. _ _ _ -Lt`` ,3 '_rt•'- ,ire-,� - lr_ L "t' J �r rJ• t. �L' 1 r• _ - rk. k. +, -r= ,i yy _ _. _ Y.. � _,' _�']�',-.�:t _ . ,,•-r: , , :' - - - �"- _ t_._ I •,-,i .{'r _ r_ t r" Lt t- i 1 m_ .�1 5_ rS �, - 7 k 'C 1. t 7' 4_ LL i f 'f ? y t r I ,1>_ - , " _,• -- ,•, ., r-,_ ,- :,, >,-.':::_�r -.,-',.^ _, :..:.' `,tz- rt- _tic .5_ .n - 'r of-_:r 7.`t ArrriY.: ^i '1' - - i_ H Elevati n - - o Ta - - _ r I 1, _A: '•`J-'rir' f• a-t' �.i YT �t„ t_, c_ ,{;=• `':t., .i ,.^�,..r'r,� r�- - t -ti:•-. _�, -_.. _. 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I : _. - - SCALE:As Noted South Elevation 6 East Elevation 5 _ Scale: 1/8" = 1'-0" Scale: 1/8" = " EX- 1 01 © 2020 Meryl Kramer Architect All Rights Reserved 1 2 Issue Date: Set: -30 -30 5/21/20 Sturctural Engineer 8/23/20 Sturctural Engineer 1 9/18/20 For WMD 10/8/20 For WMD -201 10/28/20 Structural Engineer 12/23/20 PERMIT 8'-01/2" 1 9'-31/2" 1 8'-01/2" I i i I lel I �' LJ i i I EXIST. COVERED STONE PATIO I I / I I — - - - - - - NE PATIO ALIGN - I� \ \ I / / \\ \ EXIST.. STONE w/WINDOW ABOVE BEDROOM 6 BEDROOM 7 1co\ / ) i NEW SWIMING POOL SEE LANDSCAPE DWGs N_X 3 co -30 / / I UP - - — — - o �D�Rctii pl ' / ALIGN - - - tCr¢� �� <� / / i' ' w/WINDOW ABOVE i ��✓ �ip (7 LL / / / ----/� " - =1 _ALIGN .tel LLI i ///// �� li ��\�/ w/WINDOW ABOVEUP © I VID UP B10 XIS EXIST. CV WH --- MECHANICAL - - --- - - -- - -- -- - -- 1 . _ ------- -----I- - _ � BATHROOM 6 d / / I �\ \\ I _ I i � \ i?rawing Legend: 1 I I 1 ` \\ \\ I s g z d EXIST. Wall To Be Removed // I \ \ \\ 1 n 1 I OILE - - - - - / \ \ \ \ = rn w ; 'i Existing Wall To Remain CP - ----------- ---- --- New Wall \ ( —————— Y w sNEW HVAC DUCT LOCATION Existing P.C.Foundation Wall UP m COORDINATE w/ARCH.IN FIELD \ I ——— New P.C.Foundation Wall \ I I I —— Existing CMU Foundation Wall III e"' New CMU Foundation Wall \ — -- ------- ` —J _ —_ _ Lines Above CELLAR IUP— - -- GYM . , \ \ I I ---------- �y - Lines Below i Guidelines DoorTag Ta t ------------------ ------ ---- ----------- t _ _.._ v I 101 Window Tag � µ - -- - ------ ------------------- .e — O O ---- -- L- - - - - - - - - - - - - - - -I s 2 op gz I I I I I I II IRRIGATION a I I I I I I -200 Section X, CONTROLS - o = I I I I I I I Axxx Sheet A-XXX 1EE1 m v7 I I I I I I I I I 1 11 UN EXCAVATED BATH-5 FOUNDATION 9_0 Detail Tag .. ` --- ^4 - = I I nxcx Elevation Tag II oma, � I X x Interior Elevation Tag O LINE OF WOOD STOOP ABOVE O MECHANICAL _ w x 2 > -201 CRAWL SPACE EXIST. O a 603 � M E R Y L K R A M E R a r c h i t e c t oi f §O J z WINE 605 z a 2 6 0 H O R T O N S LANE w 0 w w BONUS ROOM C. EQ EQ. v=i �m POST OFFICE BOX 1 600 BEDROOM 5 o SOUTHOLD, NY I 1971 CEDAR - - I 0 6 3 1 4 7 7 8 7 3 6 _ CLOSET — — m k a r c h i t e c t c o m ELEC.�\ I� WATER SUPPLY B04 I BAR PANELS — I J J - - - - - - - - - - - - I f i . _ _ o —� -- d71 F p A 11 I I 1 Jacobson-Feldman L--J I � I �--� I ---- L— � Residence j l i I I 4680 Wunneweta Rd. L---�--- Cutchogue NY 11935 EQ. EQ. SCTM# (1000-11-14-36.6) I Foundation Plan SCALE:As Noted 0 Basement Plan Scale: 1/4" 1'-0" 1 A- 1 00 _200 © 2020 Meryl Kramer Architect All Rights Reserved 1 2 -30 -30 Issue Date: Set: 5/21/20 Sturctural Engineer 6/30/20 Design Revisions 1 8/23/20 Sturctural Engineer -201 9/18/20 For WMD 10/8/20 For WMD 10/28/20 Structural Engineer 12/23/20 PERMIT 52-6" 5'0" 13'-0" — — —i --— ©I S REEN PORCH ®, 12'-0" 40'-6" Cq HEDRAL CEILI G EQ. EQ. CU 9 1/2" 5 / 9'6" 5 1/ 9 1/2" D.S. 10 D.S U OD.S. C? - a O a•-I --y N — — — -- - - -—- -—- - - - M +/-34'-0" 1'-0" 2'-6" 1'-0"I - - ®� _ - - _ - -® o, SEE LANDSCAPE DWGs ,"' i MASTER -- BEDROOM - - - — — — — — — — — —m._ IDs. N o4 CATHEDRAL CEILING NEW o — -- T SWIMMING POOL PLANTER I I� + D C? zo NEWN SEE LANDSCAPE DWGs S CODE COMPLIANT GUARDRAILLi - Uj AS PER NYSRC SEC.312 m 3 v — = m a -30 —, ---I -- --- - -- - N W —— — — — — —— —— — — — 19 op- N NEWtun) �i '( 1 2 -30 -30 Issue Date: Set: 8/23/20 Sturctural Engineer 9/18/20 For WMD 1 10/28/20 Structural Engineer -201 12/23/20 PERMIT SLOPE, SLOPE' � - 12 12 ' I 5.5 - +/ 5.5 I ___'--- - l - - r �' , EXISTING SKYLIGHT EXISTING SKYLIGHT TO REMAIN - 'I TO REMAIN , . . / - -11 �� ' - - . - Ir - - K - -- - . cs - - - I - _ : I - I . I _ ! ._- I--- : - I - - I - ' I , - ` I - EXISTING - - - - ' CHIMNEY I I I I - - - -- ' - - - , z � -. - - - . - 1 , - . -, - i ' I - I - __ - . ; I w - ' - -. - - 3 - - : _- - . I, ! Cr , - ? - ---- -- r-- -, — -- ; --- —, PE --► ��EDA SLOPE SLOPE 30 r— - - - I i I I - - - 12 / +/ 5. 12 5 ' ��\� tr I EXISTING - EXISTING �' F + 5.5 SKYLIGHT ( -. I SKYLIGHT I ? a C-4 - I VED o - _ ' -- VED TO BE R TO BE REMO EMO I I ,_ ; I_ - oA - w-=.'�..–.—J � Lam.--- .�J _ _-- .- - -.� _ � __ _i-y- r - , __. _ _ _ _ _ _ - GUTTER - - . - s'4�02 - I _ - , - I ` . - - ' I , NE NN w _-- Of SLOPE - - r ____ -- � - I - -__ ---- - _ - - i - c� I 12 T I : I . t - g I - _ , : - -_- - --- -- - I - I iI ISI . p i, . - I _..+ _ '' ' � Drawing Legend: I Wall BeEW HTS - - - - - a o- _ - - - - Removed � II I I Existing all To Remain w N I'', I 'n W _ a I F � _ _ _ I SKYLIGHTS i i I - �! !� : - J New Wall � I I� I L - . �� rn - - � � i � � , - ; . " I � � � i r . L � L ; I : : - : I T -�i I I I I I I- ! L � �� 1; � I L I ; I L �1 Existing C.Foundation Wall ROOFING NOTE. - I :. : :: I I I : I-I I� I - � I T 1 'ng P -- --- - - - - _ . REMOVE EXISTING ROOFING - -- - I New P.C.Foundation Wall r 1 , : . 2 REPLACE WITH NEW CEDAR SHINGLE ROOFING(TYP.) - - --- RIDGES TO ALIGN , . I I I - , j _ t Existing CMU Foundation Wall L -----.� -: ADJUST SLOPE OF NEW S RE - ' Q W ROOF A ; - _ . . r7� .n.,�, New CMU Foundation Wall -201 I I I I o I I I - � - --- _ -- ---- _ ------- Lines Above _ I : . _, , - - p - I - -� - - I . I - - ; ' o - ----------- Lines Below - - L a I ' CRICKET - , i GUTTER I I - -- AS REQ. -- --- Guidelines -- --- - ---------- I SLOPE - - -- --- -- -- - - - - I GUTTER - - I __ - - - -- - - Door g -, : Ta - - - 101 -, Window : - - - Tag - _ . , - O - - I 101 T - LU ' a \ a 1. I0 O 2 , --_ - ._ .- - - - _. .'_ - - -- - __ _ J I I CR CKET 200 mac_ Section X I - - I I A 0 : AS R EL Axxx Q - __ , . _ I 1: SheetAXXX „- - : p SLOPE _ _ - , - - -. - _- - ' I I T GUTTER " - --- Detail Ta x , - x g __ —— , d - — - I ( � F(D I ' - _ - - _ -_ I I I I f x w Elevation N - - - -- - - - -I-- .'' -- '- --' I. -- - ---- - m - -- -- - - - - - - - -- -_ : e ation Ta -- - Axxx a g 1 o - - - . _.. _ - J - - - - -- i 1 _ _ -- - - EXISTING w - - - - x a i , N - - w - - - CHIMNEY o N - - - - _ _ _ ., .- -- - - - _ - -- . .- - - I I I _ _ - - - Interior Elevation Ta J I _ rGUTTER I - -FL r I I I - 1 - w O I L L 7� : I ; i : � ,, I 1 r- L I r I : I i I I --- LINE OF EXISTING CHIMNEY x _. ,,,. - - - TO BE REMOVED - - I I- � _ I I - - - . _ I , ' - _ - - I _ I - : I I - ' - _ - - _ I i 1' I I - - 11,�:r - - - -, --' ' I U-1 - - " - - - "- a p - - _' i N - - -- - - - _ M E R Y L K R A M E R _ _ ._ - _ . _ . _ -, _ _ co _ , - - a i - , - - I - a r c h i t e c t _ , " o " - -- - -. (n - - I , L i - _ _ -. - _ _ -- -- _ - - - - - _ _ - - _ _ - -_ -- _ _ -- -- - _ _ -- -.- ---. _ - - _ ` I GUTTER -' ,- __ .: . I N 5 LAN E : 2 6 0 H O R T O GUTTER - - - - - - 1H - - i. - . - - POST OFFICE CE BOX 1600 -- o -L I- - SOUTHOL NY 11971 I - - - I � � I I, � I C) - - - II - - - -- . , : I - - - - - - - - - - I I m k a r c h i t e c t . c o m . - -- - . - - - .:- - - - - \\ I i - - - - ROOF - I I , ' -LINE OF EXISTING TO BE REMOVED GUTTER _ - ' I : I : I - " i�' I ,\'- " - - J - _ - - - 1 : /' -i_ - - ' - - - r I -- - � I I - - / - I - - - - I -. - _ Jacobs n FI edm an I I ' - - - 1 I . GUTTER _ . - - - - -- -- --- J ---- --- -----.--- - -- ----------------,------- G ---- - ------- - - - - Residence . I I I I 4680 Wunneweta Rd. I Cutchogue NY 11935 1 SCTM# (1000-11-14-36.6) LINE OF EXISTING ROOF TO BE REMOVED Roof Plan ( ) Roof Plan SCALE:As Noted 1 Scale: 1/4" = 1'-�" 1 /(_\,__� �A� A- 1 02 1 111111111111111111111111111l © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/20 Sturctural Engineer 9/18/20 For WMD 10/8/20 For WMD 10/28/20 Structural Engineer 12/23/20 PERMIT -'- - PROPOSED ADDITION T. -1E - - T� PORTION OF ROOF------------ TO OOF ------ - TO BE REMOVED(TYP.) z - I TT I 1 --. I I r- t L' I NEW CEDAR SHINGLE ROOFING(TYR) I� , I y I _ I EXISTING ENTRY TO BE REMOVED(TYR) - 1 I NEW CEDAR SHINGLE SIDING(TYR) _- �I - — - -- -— -- - I I _ r, II' r I I - I i ti , I ` I I I - I I T2 T1 C - I iL L==J I I I I I 0 I I I 1 - I I I 5 1 II - I I, I -- - I I I r _. _ _ ' I I 1 I I I III 1111 IIII III I I III 1111 IIII IIII IIII III I I II II II .I I I II II II II II II I I I I I I I I I 1 I I I I I I I I I 111 1111 1111 1!I III " II 1111 1111 II I 1 I III 1 n 1 1 1 1 1 I n I I u l I I I I 1'I l (�(, > I u l I I 1 1 III NEW LANDSCAPE WALLS u © I I \C SEE LANDSCAPE DWGs I I I III 'III 111' 'll I I I I I I I I I I I II II II 11 II III I I I II' 1111 'Il' 111 I I I I I I I I I I I I I II I I I I I I 1 1 II I I , III 1111 'III 111 I I I I I I I I I I I I 1 1 I I I I I I I 1 I I I I 1 1 I I I I I I I I 1 EXIST. NEW -- — NEW � AREAWAY AREAWAY AREAWAY 'v,,�'• X24802 ©4 1 Nlorth Eleva_tion Scale: 1/4" = 1'-0" Drawing Legend: = = _ Wall To Be Removed Existing Wall To Remain New Wall Existing P.C.Foundation Wall New P.C.Foundation Wall <,\X X><I Existing CMU Foundation Wall F-7177 71,777-7 New CMU Foundation Wall ——————— Lines Above ----------- Lines Below —•------- Guidelines 101 Door Tag sol Window Tag Section X, Axxx Sheet A-XXX 9_0 Detail Tag Elevation Tag - 1 EXIST.SCREEN PORCH Axxx -f .1--, -� r- T= TO REMAIN Interior Elevation Ta s r, r x Axxx x NEW CEDAR SHINGLE ROOFING(TYP.) S T� g - 1 - J 1 1 = 1 _Sil x r NEW PTD COMPOSITE TRIM&CASING(TYP.) -^� ---- - - NEW - EXIST. Il NEW AWNING ROOF -- ! �SKYLIGH SKYLIGHT SE= 2/A-500 M E R YK t A M E R I. EXSTING PORTION OF DWELLING y' a r c h e c t I I • TO BE REMOVED(TYP.) _ r _ I __ 260 HORTONS LANE r ,r K POST OFFICE BOX 1600 - —' ' II L SOUTHOLD, NY 1 1971 - M1 M2 M2 6 3 1 - 4 7 7 - 8 7 3 6 mkarch itect . NEW CEDAR SHINGLE SIDING(TYP.) 10 =' c a m �I D N z - z - - -- - Jacobson-Feldman I I Residence �I Wunnewe ta Rd. Cutchogue NY 11935 SCTM# (1000-11-14-36.6) . I I I EXIST. EXIST. AREAWAY AREAWAY 2 West Elevation Elevations Scale: 1/4" = 1'-0" SCALE:As Noted A-200 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/23/20 Sturctural Engineer 9/18/20 For WMD 10/8/20 For WMD 10/28/20 Structural Engineer 12/23/20 PERMIT EXIST. CHIMNEY EXIST. CHIMNEY -r- 1- r. 7 --t- - L__r _ NEW PTL)COMPOSITE TRIM&CASING(TYP.) PORTION OF ROOF TO BE REM V D 0 E TYP. 1 r tt r t`r I - ( ) _ -.- � r - - - ._ t r,` I r � ,� r - L_ - - - r r , rr r - 1 rJ- , t 1 :- �, i J-` ,' _ ;J -t: z r�- L �. y �+ TO BE REMOVED TYP. I ,. I r `r` � - - L _T` Is: r` :I_ , � � �� -IS`Tr _1'1 �L L. :J, 111-` -r _ y r-- r l rZ. 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REF.STRUCTURAL = Wall To Be Removed i T.O.SUB FLOOR — -__ _- __ -_ - _ W Exists all To Remain (. / \i i! ) / (, �, .; r _ / I I' Xr' \ ( i � I I New Wall I I- DOUBLE 2x6 P.T.SILL PLATE el �� , i I II � 1 !„ 11 I l l) 1, p ` i 1 ,1 MASONRY WALL CAP 1/i F w/5/8 DIA.ANCHOR BOLTS @ 32"O.C. i cn - Existing P.C.Foundation Wall I r 1,` / jl ' I w p; /I I w I I w/TERMITE SHIELD&SILL SEALER I T.O.SUB FLOOR 1 x LL __ .� . _., � _ ____ - - _..-,__._.._ .._, .. 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I I L' " 1 I I t o 'I . 101 Window Tag AL EXPOSED SURFACE > I I - - - r\ I I PI - - _ . } f I _ - - r G\�c G I OF F- Q\�r\ I I - '_ ' i I I - - - - I I " _-. I Sheet A-XXX ��P I Section X, L \\r\O� FIXED STEEL LADDER p - ; I _ I I o � O� I _ _ _ GO I I �— - - I --- I _ - -- I Oz l v __ r AM ,F 1. - - - - _ - - - - _ - - - - I I _ I I _ -- - _ --- Detail Tag { I x I NEW P.0 FND. ALL T �� I 1 - 1 1 1 __ - I t - � � - --_ -- - _-__ I I '6 ---- -- - _ _ -- _ _ - ! _-_ -- - - - - - x ! I -- - - - Elevation g i'' •d Axxx Ta I" - p I I 1 : . o - 1 — ! - - - --- _ -_ - - - - 1 I x -- __ - - - - _ � � � I I - N 1 - - I I __ _ I Interior Elevation g x Axxx x 0 ,- _ - - I _ - __ - I - I - - - ; 1 - m ; , I Ta r' v I I 1 � x I - - - II _ I I _ __ 1 1 I I _ _ - - - - -- ' I - _ i / �� n I - - _ I - - -- o - - 1 P -- __ - - - - - - - - - - - - _- CELLAR - - x I -i- � . STAIR HALL I I -- - I I - _- I 1 I ' I 1, 1 I I _ - _ - I - = 4 I DATION WALL CONSTRUCTION. - L I I'1,'I TYPICALFouN { . BASEMENT BONUS ROOM - - - - CELLAR - I I - #5 AT 16 O.C. EXISTING (ABOVE GRA t- > I- BOTH WAYS 1 I - _ STUCCO FINISH(AB DE) _ I COLOR T.B.S. _ c FND.WALL C __ - RAINABLE I (BEDLOW GRADE)�RID2j SOLATION I P GRAVEL w/DRAIN TO DRYWELL __ -BITUMINOUS WATERPROOF LAYER I I - - - - - - - o c M E R Y L K R A M E R #5 DOWEL AT 16"0 -� t - ' C J ___ I I -POURED CONCRETE FOUNDATION WALL - I a r c h i t e c t -- - - o I I (SEE S-101a FOR SIZE&DETAILS) � 1 - o 1 -,_- 2"CLOSED CELL SPRAY FOAM INSULATION - i - - I I _ - - •� . - - ( ) ` _ - R 13 4 I 2x4 @ 16'0 C STUD WALL _ ( ) � - C --_ 260 HORTONS LANE o w/MINERAL WOOL BATT INSULATION R 15 _ v --- - - - _ -- - - - EXISTING P.C.SLAB > .- - 5/8"GYPSUM WALL BOARD(PAINTED) 1 w __ v -c �- EXISTING P.C.FOUNDATION WALL,FOOTING M► - I I - - &SLAB TO BE REMOVED I (2)#5 CONTINUOUS --- -- 7 --_, 11 0 1 � POST OFFICE 80X 1600 -NEW P.C.SLAB P&BOTTOM M ''' _ - TO 0 - PIN TO EXISTING f -"- 1 I _ I S O U T H O L N Y 11 9 1 I I - _ 7 I __ I - � - - -_- -- -- - _ _ __ T.O. FINISHF FLOOR -- _ - _ - ---- — -_-- — I,---- -__ — __1i- ___ _� -- - - - _ - _ -- — _- - -- — o- -` - - _ - - — - - - — -- -- --I-- - - - --- q I D - 2x4 KEY - - - -I- � c 6 4 7 •� I - -- - - -- - 3 7 7 3 6 - - I _ 1 1 _ _ - II I � - I - - a . o 0 0- ��H ( I - - �' - -- - - O R - m k a r c h I t e c t c o m -- ' o U - c" o - T.O. FINISH FLO -- ---- -- - -- . .• --- -) — ----- - — - -- - -- -- - - -- - - -- - - - - - -- -- -- - - --- - - --- ---- 1 - - __ - - - - - - - -- - - -, w c - - --- __ - - - - - - - - - - --- - --- -- - --- — __- --- - - - 1 - _ 11 I � 1 1 - - -- - _- STAIRS T.B.D. • • 7 I - c - I - o 1 I I I - 1 - - -_ _ ;-j- c> v 1 f _ 1 TYPICAL NEW BASEMENT FLOOR CONSTRUCTION: , 1 P o - - - - - I 1 (3)#5 CONTINUOUS -- -I1_ -i• - �• •. I - - - --_ I I _ - - -3/4SAPA RATED PLYWOOD"SUB FLOOR" - - � I I - I I - � -- BOTTOM OF FOOTING= - - � 1 I ; - - I I FLOOR JOISTS(SEE FRAMING PLAN FOR SIZE) _ i!I - - " _ o - i - ---r- ' _ -_-_ - - 1 / - v c -_ TICAL \ _ - w MINERAL WOOL INSULATION _ I I - - 1 - _ --- - - - - GYPSUM WALL BOAR (PAINTED) - - - _ -- NEW BASEMENT FLOOR - - - - -" - - - -- - - ( ) - __ -- - - - RIGID INSULATION - - -- 5/8" DPA D - - -- - --- ---- I Jacobson-Feldman CONSTRUCTION - - - - - - -- - - - - -- - -- I " - - o - 11 _ - - - - - c c 6" 8 6 1 1 1 1, 11 1 1 1 1 _ 1 1 I 1 1 1 I 1 ,, I I , - - -.. - _. - - LL - - ■ I � T 0 FINISH FLOOR 11 I 1 _ 1 1 � - - 1 II I Residence I I I I � — w - --- - -- _�__ - - - - - v - 1 - �. I I 111 -- - 1 I I i i � I -- I -- - - - 11 I 11 �n 1 - - - / I ( 1 � I I 1 " I I I - - - I 1 1 1 U) " I I r o I 1 8 r 1 I I , , r l r i , 1 r l l l r - - - - - - ' ' 1 -- - -- -- -- - -- ---- 1 I (n f - -- - 1, - �I 1 ----- 1 - -- - - - ----- - - I I - .. 1 I 1 I 1 f - , p I I I - - - - c 1 1 1 4680 Wunneweta Rd. 3 1� r o -) I - 1 II o �I ` 1 , ' 1 - - -- -- -- - - I - (n, 1 1, w , , ` I - - - - - 1 _ O _ z , r , ' r I I''1 - - -- - 1 - - - I , w 1 / o , ' I - - - - I I I 1 #6 BOTH WAYS I -r o , I ; LL N 1 - I - 1 1 1 -- 1 Cutchogue Y 11935 0 1 ,J -- - - - - - @ 18"O.C. o I I l - - - - - i - ---__ __ ---- - o I I o �� I� \ 1 --- I - 1 - - - I I - - - - - 1 1li - - - ,- �- - - --- -- --� o -� --- - - - - SCTM# 1000 11-14 36.6 , PIEW P.C.FOUNDATIO N 1 1 - - I I I - - ---- - - - - -- - - - - - o -- - - -- - ' 'I - p C.C.SPRAY INSULATIO)N I _ I 1 , I 1 '1 I t NEW CRAWL SPACE 1 - - - -_ _ _ - - __ I - —FULLY CM UI -- ' 1 I - I F ROUTED C UI II - - - _ FRAMING SHELF 1 " - - I - - - - ! - - - , I I I I 1 _ 10" 4" K-11 '1 �> , I - -I- 1 - 1 1 1 ' - -k-_ - - -- - 1 - - 1 - 1 ---- - 1 -- - -- --- -- --- - - - --_- --- _ - _ -- -_-_1_- _ -__ - - - = 1 1 - - - -- - -- ------ - - , - -- -- - - - - - - -- - - - -- -__---- ------ _-- - -- ----- - --- -- - - 1 - - -- - --- ----- - - - - ----- - - - I '" - -- - 1 _- I __ - _- - 1 1 ___ _ -- -_ 1 - - - -- - - 1 1 - _- -- _ --- - -- --____ __ --- -_ -_ -n C --- - 1 - 1 --- _- - - _- - - -- 1 — - - I -- - - - - - - s I I I - POLY VAPOR BARRIER TURNED UP @ 1 _ '1 __ _ / #5 DOWEL @ 18"O.C. I 1 - - - c - WALL.JOINTS OVERLAPPED&TAPED I LINE OF B.O.DROP GIRDER - I ( ' - - ' I I _ - - CCSPRAY- „I 1 "/- 6DOW L 77 E __ - _ _ 1 l TYPICAL CRAWL SPACE FLOOR CONSTRUCTION• # @ 18"O.C.- l 1< -- -- _ -r _- PERIMETER SLAB INSULATION I'll _ - - , 2"POURED CONCRETE SLAB - I - INSULATION - '1 -- - -- --_ 1 1 1 I I _ ' III 1 1 - 1 1 1 -+ . OMIT 6"WIDE EVERY 4'O.C. TYPICAL CRAWL SPACE FLOOR � ` 1 - I I I - _ _ _ ' _ _ I --- _ = - -_ - I I IL POLY VAPOR RETARDER I 10 M - - - 1 „ 2"RIGID INSULATION(R 10) c Wall J�@CtIOCIS CONSTRUCTION 1 ---(2)#5 CONT. _ - � " I 11 - - - - - - V I -" @ TOP&BOTTOM - I - I - - -:_ - - - --- - -- - - -- o CRAWL SPACE - ---__ I I 1 ---- -- I - SET^ON UNDISTURBED TURB DNEXISTIING SU GRADE 2 #5 CONT. _- IF I I-- c o o 0 0 - , -_ _ -- - - - T -- - I - - I c • • - '@ OP&BOTTOM I - - -- - -- 1 0 � I - -- I - _ • - I 1. � e. o 1 I I I '1' I 1 1 - - I - I , 1 I , \ - - + I - - - r t - - - \-- \ -� - - I "/1 -f �' ) - - - - - -- - - - - --- - < / \ \ - - - - - - - - - - - ! \ { � \ \ / - - - - - o - r#4 DOWEL -f i V zi- / � v C7 I l r -/ I z @ 32"O.C. - �_ ,� / \ �� r I- - -- - - - - _ - 1 - - -- - -- - / i }- - _i - - - — ---- - -- --- - - - - } ( I 11 \ \ J •- • I 1 --, � } ! - - - - - - - > \ - I _, / I - )'-/ \_ r111- - - 11 - __ - - - - I - - 1 -- " 1 _- - 1 -__ -. - - -_— -___- - - - -- - - - - -- 1 -_ - -#5 HO--- @ 18 O.C. - - - -- -- - -- - - - I - - - - - 1 ' 1 1 1 1 1 -- - - 1 - - I - 1 - - - SCALE.As Noted - -- - - , - -- - -- - - - - I -- I - -- - - 5HORZ.@18"OC. 1 1 -11 - - - 5 ' 10 - 5 I - --- - I - - I - . - - -- I - - - - - - - - - - ) 5 CONT - - 1 - ' - - - -`(3 # I I - " - - - - --- - - - --- - --- I - - - - - - --- - - - 1 - - - - 11- - - - - - - - I- - --- - - „ - - - --- --- - - - - - - -" - - I 1 1 1 Il - - -- - - - -- -- 1 - - 1 , 1 " - -- -- - - I (3)# - 1 - - 5 CONT 1 8 - - -- - / I 8 I -- - - - I 1 I 1 -- 1 I 1 I' I 1 `' 1 / - 1 rte✓ - - - - - - - - - -- - I- - - -- ' - I, - 1 - - -- - 1 - - - - " FT - - - - - - - - - - - IN - - __ I G I ` I 1 I I I - 1 - - - 1 - I - _ 1 1 '1 / '/ \'� FOOT G 1 1 1 1 - - - - - ---- - 1 1 1 A-400 Wall Section Detail - New Stair Hall & ExistingConnetion Wall Section Detail - New Areaway Wall Section Detail - New Entry Addition 3 Scale: 1" = 11-0" 20 Scale: 1" = 11-0" Scale: 1" = 11-011 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/21/20 Sturctural Engineer 2x2 CEDAR LATH EXIST. 8/23/20 Sturctural Engineer 1 SPACING T.B.D.IN FIELD 20 For WMD CONSULT w/ARCH. STUD WALL I 10/28/20 Structural Engineer PROVIDE MOCK-UP FOR APPROVAL 12/23/20 PERMIT FLASHING AS REQ. SLOPED L.C.C.FLASHING PROVIDE SELF ADHERED FLASHING AT EXPOSED SHEATHING 5/4 WOOD DECKING MAX FOLD DOWN EXPOSURE / X LL X� w Y ` PTD SUPPORT ROD I,I U O = ',I -=IIII -I , TYPICAL DECK SKIRTING 7" (NO TURN BUCKLE) _ Lu - Cil=IIII =111 Illi IIII II "{ II II III!- Ilii III' illi=-li'I IIII a J o MAX.HEADER WIDTH U¢ i \ VIII III-III!III, In ill-III III II M ill_III II' III=11 'III IIII II -= III=h w � ¢ a O Cr III III -- III III P.T.FRAMING ¢o l - d3 O z w PTD.BLACK o?3 I— p 3 a \ O PTD ALUM.SHEET - -III' c7 w z m - _w P.T.DROP GIRDER I III II _NEW PLANTER III w NEW PLANTER IIII � p J Y = ALL WELDS GROUND SMOOTH =II (I - - - w�U� �� = II = II' III 1- IIII IIII =I11 II o w SLOPE AWAY FROM WALL a LL LU Z ¢U pw O - --I I! II III II II _' j -I fr LU Z �o� ¢ I III =III = I IIII; III l l I = ¢Of p P.T.STUD FRAMING -METALI- Ld ~ o _ 1x CEDAR TRIM PTD ALUM.ANGLE ON THE FLAT _ _I im-PLANTER LINING p > -IIII- III - III -IIII-- --_ i___ - - oir u- =AS RE .- METAL - IIII IIII III' P.T.POST SET ON P.C.PIER -III it III III III = III = u l 2 1-1 w/THREADED RODS ON INTERIOR Q „ P.T.POST SET ON P.C.PIER II I - I I- _ I II IIII_= IIII �_ III -IIII =I a \ FOR FRAMING ATTACHEMENT -IIII I=Illi li° Iii III Illi- PLANTER LINING _ _,I I,- IJ IIII ' I'r II, - IIII- -ill il( - IIII- i' AS REQ III IIII II IIIUI-I-I LO I I III � I -i I II =III -- C ,. \ P.T.FRAMING P.T.LEDGER P.T.PLANTER FRAMING B.O.FINISH GIRDER_____ TO ALIGH w/B.O.ADJACENT FASCIA B.O.FINISH AWNING EXIST. POOL TO ALIGN w/T.O.DOOR HEAD CASING P.T.PLANTER FRAMING FND.WALL FOUNDATION P.T.DROP GIRDER GRADE SLOPE AWAY P.T.DROP GIRDER NEW MASONRY WALKWAY __ II SEE LANDSCAPE DWGs TRIM I --.- j - - __-- - L IIII--IIII=_ ! I I I I I--- III I ,a, .::.... ... . .. I Hyl - - _ GRADE ...:-.. ... .:.. .. _ _ --( I:-- -- FINISH POST BEYOND --- - - - - PLANTER DRAIN -- U v TO MATCH SOFFITS — -- - I —IIII PIPED TO DRYWELL --- _ _ —P.C.PIER -- ---- ---- -- -_ __- Ij -__:_ ! — NOTE: 'Il =-- _ METAL FABRICATIOR TO CONSULT WITH ARCHITECT _ _ --L = _ - II __ II I - - I - ,'j - -_ I I -_I l -=1I-- -_I-- — III 3 -= I= ( - j - IIII IIII --, PLANTER DRAIN N ALL TAILS,PRIOR - - _ II- _- --- _I II _ O PROVIDE SHOP DRAWINGS AS REQ.FABRICATION ' ---- I I _ I I--- - I I! --- _--- 'I I - � I -I I I 1.. l _ --_ - ---- I I ---- III -- !I------ _- PIPED TO DRYWELL � I - j —P.C.PIER II I+ II''''I I --IIII- = I'• - -_ - - I, - - -IIIIrllll-= II =---!III --- ction Detail - Pergola Section Detail - Metal Awnin Section Detail - Deck Planter at House Section Detail - Deck Planter at Pool &Se Scale: 3" = 1'-0" 2 Scale: 3" = f-0" 7 Scale: 1" = 1'-0" 9 Scale: 1" = 1'-0" (ED A% LAMINATED GLASS RAILING .� :µye q N M OZ480� Q� 5/4 WOOD DECKING OF NE�y 5/4x6 AT PERIMETER I RECESSED ALUMNUM GLASS RAILING SHOE \ RECESSED ALUMINUM GLASS RAILING SHOE Drawing Legend: O _ _- - -_ - Wall To Be Removed DOUBLE D.J.AT PERIMETER U L/11' DOUBLE D.J.AT PERIMETER w \ Existing Wall To Remain • w BLOCKING AS REQ. d LL ll BLOCKING AS REQ. New a Existing P.C.Foundation Wall New P.C.Foundation Wall Existing CMU Foundation Wall LL \ Lu I F1 New CMU Foundation Wall � � ------- Lines Above DROP GIRDER Y � ----------- Lines Below REF.STRUCT. W w I ` o w - - - - - Guidelines 1- of o 0 a 10 °° 1x4 HORIZONTAL DECK SKIRTING 101 Door Tag - --- MATERIAL T.B.D. OVER P.T.FRAMING PTD BLACK Window Tag P.T.POST X SET ON P.C.PIER REF.STRUCT. Section X, Axxx Sheet A-XXX \ 1. � l -t� Detail Tag 0 0 0 0 0 ° ° ° x 0 Elevation Tag 0 O 0 \ o O 0 \ x E GRADE Interior Elevation Tag GRAD Axxx x -III x I it -I I 3 Section Detail - Deck Perimeter 4 Section Detail - Deck Perimeter M E R Y L K R A M E R Scale: 2" = 1'-0" 3 cale: " = 1'-0" a r c h i t e c t A-500 DECK FRAMING PERIMETER 260 H O R T O N S LANE DOUBLE DECK JOIST // \\— — — — — — - - - - - - - POST OFFICE BOX 1600 -- - - � --�- -=---.------ ---------- --�--- ---- - --- -------�— --_ - -------- —::jDROP - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - GIRDER 60UiHOL7 ,7NY3 17137------------------ ------- -- ------ D mkarch itectcom \ \ RECESSED ALUMINUM -�I - I GLASS RAILING SHOE li ♦I / I Jacobson-Feldman Residence O U O LILL U w 4680 Wunneweta Rd. ILL o LL o J ILL Cutchogue NY 11935 0 LL 0 o FRAMING NOTE: Y CONTRACTOR TO CONSULT w/ARCH.&RAILING CONTRACTOR SCTM# (1000-11-14-36.6) 0 PRIOR TO COMMENCEMENT OF DECK CONSTRUCTION 4 A-500 Exterior Details P.T.POST SET ON P.C.PIER BELOW \ ------- --------- ------ --- -------- -�--- -- --- --- -------- -- --------- II -- ------------------ - - -------- -------- -IE------ - - ------- -------- -- - ------- DROP GIRDER \ \ SCALE:As Noted I - 5 Deck Framin PlanLayout A-500 Scale: 3/4" = V_0" © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/21/20 Sturctural Engineer 10/28/20 Structural Engineer 12/23/20 PERMIT NEW P.T.LEDGER SECURED w/0.22x5 SIMPSON SOWS SCREWS AT 16"O.C. FLASHING AS REQ. I NEW SWIMMING POOL PROVIDE(2)-3/8"STIFFENERS LUS210 JOIST HANGER (ONE EACH SIDE)AT ALL AT EACH DECK JOIST(TYP.) SEE LANDSCAPE DWGs GIRDER BEARING POCKETS SIMPSON DTT2Z FOR WOOD COPING DETAIL STEAM BEAM, w/1/2"0 GALV.THREADED ROD SEE PLAN FOR SIZE w/NUTS AND WASHERS PROVIDE LEDGER FLASHING AS REQ. AND LOCATION SEE(A-100)FOR LOCATIONS AFTER BEAM IS INSTALLED _---_ FILL POCKET SOLID POST, SEE FRAMING PLAN I, I 5/44 IPE DECKING(TYP.) WITH CONCRETE _ BEARING POCKET DEPTH 1"X 4"X BEAM WIDTH +6"W/(2)-5/8"0 A36 THIRD. RODS X 8"LONG W/STD. LU HOOK SIMPSON CPT66Z POST BASE (2)-1/2"0 ANCHOR BOLTS ADHESIVELY EMBEDED 5"W/ 2"MAX SHRINK GROUT ° ° SIMPSON SET XP EPDXY DROP GIRDER NEW P.T.LEDGER SET ON COMPOSITE SPACER FOUNDATION WALL SECURED w/1/2"x8"J-BOLTS @ 16"O.C. 12"0 SONOTUBE PRESET IN POOL FOUNDATION ZO PROVIDE SELF ADHERED WATERPROOF MEMBRANE U ll EXIST. WHERE LEDGER CONTACTS FND. .w 4� w 3" ~ -#5 DOWELS AT FOUNDATION 6x6 P.T.POST Q ( ) w/PC6Z POST CAP ,O POOL FOUNDATION d W/0'-8"HOOK &ABU66 POST BASE .O. w/COBEL FRAMING SHELF SLOPE OF FINISH GRADE SEE LANDSCAPE DWGs O 1"TYP. 0 GRADE III ' II III FOOTING u_ BF28"BIG FOOT ! I I I - - ------ I -- - - - - j ---- - - -- -- - - M I I ! _ .- I ---- --------- !, — - � ----- , -------- � � ---- --- -- I 6 TYP. ------ - - --- REF.STRUCTURAL ----- --- - --- -- CRETE PIER--- --- - z - ----- ----- i NEW POOL POURED CON - I i _ I � NOTE' „ - ! — - I i 2 - -'-- FOUNDATION @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM I I -- Beam Pocket Detail T ical Sonotube Footin Detail 2 Scale: 1/4" _ 0 3 Scale: 1/4" = 1'-0" 1 Section Detail -T pical Deck Framing at Pool Scale: 1" = 1'-0" ,�,�EFtED Af''C ¢,tL KR��'Si� Fn NOTE:APPLICABLE AT `. SEE PLANS FRONT OF HOUSE AND FULL N 9�F �'4OQ' FOR STEEL SEE PLANS LIVING ROOM PEN � '� PLATE SIZE FOR STEEL 802 PLATE SIZE 12"MAX OF NENN�( STEEL PLATE if TO BE FLUSH WITH WOOD STEEL BEAM, LVL BEAM, STEEL PLATE SEE PLAN 8" BENT FRAMING TO BE FLUSH SEE PLAN WITH WOOD FOR DETAIL PLATE FOR DETAIL Z CONNECT P.T. PLATE TO CONNECT STL PLATE TO FRAMING FOUNDATION W/2'0x9" 1.. ,� �jegend: SECTION A-A SECTION A-A - - +� LONG ANCHOR BOLTS FOUNDATION W/2 0x9 Drawin _ _ 2-LVL 3-LVL LONG ANCHOR BOLTS = _ _ _ _ = Wall To Be Removed n 0 o AT FOUDATION Nei � l tiWaWall To Remain 4 4" _ _ (2)_ �,0 THRU i,_28., Existing P.C.Foundation Wall BOLTS 4'STIFFENER New P.C.Foundation Wall FULL 1%01) New Existing CMU Foundation Wall 4" 1'-4" �-- V-4" I CONNECT FLANGES TO PLATES W/(4)-1/2"0 PEN o 1uilao New CMu Foundation wall A325 BOLTS TYP. ------- Lines Above ' ----------- Lines Below "P"-SEE NOTE 2 �" CD a" 8"BENT 4 - - - - PLATE - Guidelines t.. 0'_12" Z - - - - _ - -�- - _ (2)-'z 0 THRU PLATE)CONOSINGLE NECTION (2)-1/4"ANGLES 101 Door Tag BOLTS a 3" T W/3"THICK PLATE 101 Window Tag W I �I AT STEEL BEAM w STEEL BEAM, 11 U) ih SEE PLAN ii SINX Section X, FOR DETAIL i, LVL BEAM, "x"" Sheet A-XXX SEE PLAN 4x4 STL PLT 4x4 STL PLT Connection At New Ent Addition 3/4"0 BOLTS W/WASHERS @ 16 , /// FOR DETAIL _ 7 �� Detail Tag h _ O.C. @TOP AND BOTTOM W/(2) i, .VL BEAM,SEE �� Scale: 1/4° 1 -0" BOLTS @ EACH END,TYP. NOTES: It 'LAIN FOR SIZE 1 ° o ° LVL BEAM, SEE PLAN 1. USE 13/4"x LVL AS PER PLANS. ;� L4x4x2 FOR SIZE x 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. Axxx Elevation Tag °° ° N x 3. WHERE CONCENTRATED LOAD EXISTS ("P")AND BEAR )4x3"SIMPSON o d a SCREWS ON FLITCH BEAM, LOCATE (3) 3/4"0 BOLTS STAGGERED SIDS SCREWS (6)4x3"SIMPSON SDS x Interior Elevation Tag x AS SHOWN. O 1 1 x 4 4 AT LVL BEAM 4 Typical Flitch Beam Detail 5 Stiffener At Stair 6 Typical Footing Detail Scale: 1/4" = 1 -0 Scale: 1/4" - V-0" Scale: 1/4" - 1 -0 M E R Y L K R A M E R a r c hi t o c t CENTER LINE COLUMN/PIER/OR GRADEA DO NOT EXCAVATE BELOW EXIST.WALL AND FOOTING 2 6 0 HORTONS LANE BEAM TO BE CENTERED ON THIS ELEVATION EXCEPT FOOTING FOR THE 2'-0"WIDTH OIF POST OFFICE BOX 1600 F 4 BOTTOM OF INTIAL CONC. S O U T H O L D, N Y 1 1 9 7 1 UNDERPINNING COLUMN(A) COLUMN I PIER 1 OR GRADE EXIST.WALL EXIST. FOOTING UNTIL COLUMNA HAS BEEN 1 6 3 1 - 4 7 7 - 8 7 3 6 BEAM PLACED, GROUT INSTALLED AND CURED 24 HOURS BOTTOM OF EXIST. m k a r c h i t e c t c o m 11.1111 I I WALUFOOTING EXISTING HEADER Z J I I +I I PIER/COLUMN U w I REINFORCEMENT IF REQ'D TO REMAIN = L5x5xj CONT. UNDER (9 U) O OA Og O O O HEADER W/ 12"MIN OF CUT BACK EXISTING CMU _________—_ BEARING PER SIDE OPENING AS REQUIRED Jacobson-Feldman Z w - W I REINFORCEMNT IF REQ'D, __ •...° SEE PLAN FOR REMOVE EXISTING O I SEE SCHEDULE EQ. EQ. ELEVATION OF FOOTING PROJECTION 2'-0"± T-0"MAX. 3'-0"MAX. 2'-O"± BOTTOM OF U.P. Residence o 0 0 � 1 4"GROUT SPACE. POUR ON e ® — ® ® TOP OF NEW UNDERPINNING I 4680 Wunneweta Rd. °W" CONC.TIGHT TO UNDERSIDE Cutchogue NY 11935 CLR. DISTANCE BETWEEN EXIST. FTG.WIDTH OF BRUSH-CLEANED EXIST. ( I CONCRETE NOTES: FOOTING ALLOW 24 HOURS INITIAL UNDERPINNING CONC. UNDERPINNING SEE PLAN MIN. FOR GROUT TO SET SCTM# (1000-11-14-36.6) � FTG. BOTTOM REINF., SOIL BENEATH THE NEW U COL A MUST BE>2 x"H" "COLUMN SEE SCHEDULE UNDERPINNING CONC.WILL NEXT SECTION OF CONSOLIDATE AS LOAD IS BOTTOM OF FTG. EL., ELEVATION TRANSFERRED TO IT.SOME UNDERPINNING CONCRETE NOTES: SEE PLAN SETTLEMENT AND LOSS OF NO SCALE EXIST.FOOTING ELEVATION 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS SHOULD BE EXPECTED UNDERPINNING CONC. • ADDITIONAL CONCRETE"COLUMN""D,E,F..."MAY UNLESS THE NEW CONC. ft!>2500 PSI)CAST ISOLATED FOOTING SCHEDULE BE REQUIRED DEPENDING ON HEIGHT"H" CAN BE PRELOADED OR THE SECTION UNDER FULL WIDTH OF ._----- EXISTING WALL CAN BE AEXIST. FOOTING Structural Details BEARING CAPACITY OF SOIL= 2000 PSF JACKED UP NO SCALE CALLOUT ALLOWABLE SIZE THICKNESS REINFORCEMENT ADDITONAL INFO. UNDERPINNING NOTES: AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWAYS 1. THIS DETAIL IS INTENDED TO BE USED WHEN SOIL CONDITIONS ARE CONDUCIVE TO UNDERPINNING,i.e.DENSE GRANULAR OR GRAVELLY SOILS OR F-2.5 12.5 KIPS 2'-6" 2'-6" 1'-0" (3)-#5 (3)-#5 STIFF COHESIVE SOILS. IF SOILS OTHER THAN THESE SUCH AS LOOSE SANDS, SOFT CLAYS,OR FILL ARE ENCOUNTERED,CONTACT THE ENGINEER F-3.5 24.5 KIPS 3'-6" 3'-6" 1'-0" (3)-#5 (3)-#5 FOR ALTERNATIVE INSTRUCTION TO BE TAILORED TO THE SPECIFIC CONDITIONS ENCOUNTERED. 2. THE TECHNIQUE CONSISTS OF DIGGING SOIL FROM BENEATH THE EXISTING WALUFOOTING AND REPLACING IT WITH CONCRETE IN SECTIONS OR COLUMNS, ONE AT A TIME, IN SEQUENCE"A",THEN "B",THEN "C"...; DOWN TO THE NEW PROPOSED BOTTOM OF THE FOOTING ELEVATION. NOTE: SCALE:As Noted 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING - FOR OFFSET FOOTINGS FURTHER 3. INITIAL EXCAVATION IS DOWN TO BOTTOM OF EXISTING DOUNDATION. EXCAVATION FOR UNDERPINNING ICOLUMN@MAY THEN BEGIN.ONCE THE CALCULATIONS ARE REQUIRED. UNDERPINNING CONCRETE IS CAST GROUTED SOLID TO BOTTOM OF EXISTING FOOTING,AND CURED 24(HOURS,THEN EXCAVATION FOR COLUMN. 2) MINIMUM BASEPLATE SIZE IS TO BE 0'-8'"x0'-8". T ical Footing Detail T pical Underpinning Detail 10 Detail at Enlarged Mason Opening S- 100 $ Scale: 1/4" = 1'-0" 9 Scale: 1/4" = 1'-0" Scale: 1/4' = 1 -0 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/21/20 Sturctural Engineer 10/28/20 Structural Engineer 12/23/20 PERMIT -30 -200 -30 i I �' of F ) ) - F R A i I � I I I — J I 7 T NEW SWIMMING POOLUj I o SEE LANDSCAPE DWGs Ll -- -LIJ z t o(. � zS I — of 3 — -- -- Q C z w -30 O= N Q __ — ^✓ zLLo I _ I I LL CN a L R9 yJ SECURE NEVN FND WALL I " — — — s IM. - - / - w/024 DOWEL INTO EXISTING N FOUNDATION S \ ) \ ) \ ) o &FOOTING,E E, TYP. A oo 0 --------------- - - ---- 6"EMBEDMENT MIN. 02 02 POOL FOUNC'ATION FRAMING SHELFS CONFIRM HEIGHT IN FIELD r. 4b SEE DETAIL(1/S100) - . .-.-- _,. - F E EXIST. e3 p t�! �J'� 6 _- J UNEXCAVATED o FOUNDATION m - -EXISTING FOUNDATION WALLS 10, TO BE REMOVED(TYP.) - a: / _ -'_ O / —/ _ I 12134x1178'LVL - - - - - - - - 2 13 4'x117 8'LVL -- -��-L-� - — — CUT AWAY EXIST.SLAB---- -- (2)13/4541_%8'LVL Wall To Be Removed PROVIDE NEW FND.WALL I I I I p FINAL DETAIL IN FIELD w/ARCH L� -4- COORDINATE I I Existing Wall To Remain H I L — z I I New Wall 10" 2 u� Existing P.C.Foundation Wall _ a a II I I o I I g � t, N off) HSS 5x5x1/2 HSS 5x5x1/2 UP/DOWN o ¢ o I I (-"" New P.C.Foundation Wall y y I 00 00 31 w/(F2.5)FOOTING' w/(F3.5)FOOTING � ! I o I o SEE(8/S-100) 1 SEE(8/S-100) o - �- -I--- EXfSTING FOUNDATION WALLS - - Existing CMU Foundation Wall \ \ \ \ \ \ I\ I I I TO BE REMOVED(TYP.) o "') New CMU Foundation Wall 01 00z 0 lift _ v e ----------- Lines Above F o t(2LIL 1 / - l - 2 13 4"x117 8'LVL I I 2 13 4'x117 8'LVL I - I Lines Below ` e4'x117 8 LVL - - - - --- -- - - - - - -- - - - - - - - Guidelines -- -- - - - - - - - - - - - - - - - - _j F �c )i--!-- — L EXIST. L- - - - - - - - - - - - -I o 0 0 a. ,, s s e o e — L J I I UNEXCAVATED v o 0 o I— - - _J I I FOUNDATION o 101 Door I o I 2 o Tag SECURE NEW FND.WALL - NEW CRAWL SPACE -200 w/24"LONG#5 BARS @ 12"O.C. I ! I I P.C.SLAB I I 101 Window Tag DOWEL INTO EXISTING FOUNDATION &FOOTING,EPDXY IN PLACE,(TYR) L._-- 6"EMBEDMENT MIN. - a v - Section X, -4 ,777777 E117 I Sheet A-XXX I I� HATCH AREA DENOTES Detail Tag HATCH AREA DENOTES- ►I I A aoo POTENTIAL AREA FOR FOUNDATION UNDERPINNING `V l_ 0 o POTENTIAL AREA FOR FOUNDATION UNDERPINNING � EXISTING CHIMNEY CONSULT w/ARCH IN FIELD ( I TO BE REMOVED AS REQ. I n I CONSULT w/ARCH IN FIELD (SEE 9/S-1010) I I I I (SEE 9/S-100) x Elevation Tag L J L" J X EXISTING o xOx Interior Elevation Tag - UNEXCAVATED FOUNDATION 4�A-201 EXISTING STL.PIPE COLUMN(TYP.) NEW HSS 4x4x1/2 x — —17-1 w/ (8/S)FOOTING SEE(8/S-100) 26'-5" e o I I o o - o 0 00 oa L - - JN M E R Y L K R A M E R a r c h i t e c t o II 2 6 0 HORTONS LANE POST OFFICE BOX 1600 a e ' s' » EXISTING FND.WALLS TO REMAIN S O U T H O L D, NY 1 1 9 7 1 TO BE MODIFIED AS PER LANDSCAPE DRAWINGS L&F URE NEW FND.WALL s _ � J 6 3 1 - 4 7 7 - 8 7 3 6 ONG#5 BARS @ 12"O.C. TO EXISTING FOUNDATION m k a r c h i t e c t c o m G,EPDXY IN PLACE,(TYP.)EMBEDMENT MIN. 7 77 - '711177777, 777�7777 "—F 4 j. / 8.. 8 _ NEW AREAWAY - NEW AREAWAY 60 co - r r'f,,f' .'goo /.''< yff *, :. 'r. ;. ,., r ,_ � 777"777, Jacobsen-Feldman - 2' - 2 Residence A-400 � A-400 12'-0" 8'-41/4^ 18'-0" V-4" 4680 Wunneweta Rd. PROPOSED AREAWAY PROPOSED AREAWAY Cutchogue NY 11935 SCTM# (1000-11-14-36.6) 1 -200. ®� Foundation Plan & Crawl Space Floor Framing 1 Foundation and Crawl Space Floor Framing Plan Scale: 1/4" = 1'-0" SCALE:As Noted S- 101 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/21/20 Sturctural Engineer 1 2 2 10/28/20 Structural Engineer 12/23/20 PERMIT -30 -200 -30 LINE OF DECK ABOVE 0 0 ,o 0 i oz \ W LULU NEW RETAINING WALL j/ \\ ~ — SEE LANDSCAPE DWGs / \\ w — — - - NEW 6x6 P.T.POST w/ABU66Z POST BASE SET ON RETAINING WALL ' I j NEW 2x8 P.T.DECK JOISTS NEW(2)13/4 x 91,/4"LVL NEW(2)13/4>•x 91/4•LVL - ..- - LOWERED FOR PLANTER j I �: .� -----__-- - ------- SEE DTL.(X/A-XXX) _ — / LINE OF WOOD DECK ABOVE / NEW 2x10 / DROP GIRDER I �I I ' I' lil' 1 = R R I ( EXISTING FLOOR JOISTS F 14"TJI ASSUMED I W o PERGOLA POST ABOVE(TYR) J (ASSUMED DIRECTION) I ( e 10 IF- I C': - S100 a C - s 3 LINE OF F �9 NEW—(31ad0 •—• — — — _! FOOD DECK ABOVE o _ EXIST.HEADER \ DROP GIRDER 1 " �u> I� �N�3Lad0 A_ - / / NEW SWIMMING POOL DROP GIRDER — — — - P5 — _ w w x p SEE LANDSCAPE DWGs /I / \ o r 10 ki YI Q o � a p V ► ®-- eli 3 1 \ s 100 "' _ I `--SIMPSON DTT2Z - — p z w _ I w/1/2"0 GALV.THREADED ROD O o =J w NUTS AND WASHERS (TYR) o Y / ( ) I wol = gip - /� wci L_ o o w p'O r FILL IN EXISTING WINDOW M.O. p� I W worn 1 alb h, w/NEW SOLID GROUTED CMU x I a \ _ a — alb w/#4 DOWELS @ 48"O.C. I _ / NEW 2x10 / -}— 1 x JOINT REINFORCING EVERY OTHER COURSE M 1 DROP GIRDER \ ` / J I I 1 3 Y DOWEL TO EXIST.FOUNDATION w/24"LONG#5 BARS @ 12"O.C. EPDXY IN PLACE,(TYR)6"'EMBEDMENT MIN. — — Z M 717�'7777 77 PERGOLA POST ABOVE TY — � P GIRDER \ DRO G D Y POOL FOUNDATION FRAMING SHELFS / — / c o " a r \• i / al I v o CONFIRM HEIGHT IN FIELD p LU O SEE DETAIL 1 S100 \ m 31 �� jqt —EXISTING FOUNDATION WALLS -� z TO BE iREMOVED(TYR) � / -------- / / N��D —/ —.—.—._/ —.—.—.— / —.—.— — / —.—•—•— / —•--- / -1 I z DROP GIRDER 1 `fir' ` '`• \ '> \ \ �' i `u' --- ---�1 J4'x 9 2"LVL _ 4 (4'x 9 2'LVL v'' N,` j-)-� —��-- --- t 0 — — — — (2)91,/2 LVL — 2480 Q � ( W� (� � of N�.r,, y W I � a� I Q 1 W U -- O O O rl ai !_ m av I PERGOLA POST ABOVE(TYP.)-- N I o c o SETONNEW END.WALL BELOW w i (� - - - - - 1 N 0 ' RarI 3 0) _ 4I—ry,t� __ - - - 3 NEW HSS5x5x1 2 a -- 0M p r r w I O / N tr z --- r I (� �++ LL o EXISTING FOUNDATION WALLS \ \ \ \ NEW(3)2x10 \ \ I\ o N I TO BE REMOVED(TYR) '19 SIMPSON DTT2Z r- / FLUSH GIRDER -_/ E•—•-----� / I zl w/1/2"0 GALV.THREADED ROD ` g I � w o Qrawingl&fiend: - - - - - - = ! - - - - — _ - - -� _� HATCH AREA DENOTES ► ' — — — — �w/NUTS AND WASHERS,(TYR) r — — — — - _ _ v LINE OF WOOD DECK ABOVE / F- / v EXISTING CIRCULAR STAIR TO BE REMOVED z _ - - - - - - Wall ToBeRemoved NEW P.T.LEDGER NEW FLOOR FRAMING AS REQ ( o ExistingWall To Remain ___________ --()114Ex9y2 LVL— _ -- - I - - - - - - - - - - - - -I 1 SEE(1/A-002) TYPICAL DECK SUPPORTING PIER r _ _ _ - _ _ _ _ _ _ _ o a _ (2)91/2"LVL - - (2)13/4"x91/2"LVL - New Wall L _ _ _ _ rr . _ o d — - - NEW6x6P.T.POST _ - - - - - - - - - - - ---I l 1 T' I - - - w/PC6Z CAP&ABU66Z POST BASE LINE OF o v o - 1 �o I 1 0 2 Existing P.C.Foundation Wall SET ON 10"SONOTUBE WOOD STEPS ABOVE - - --- EXISTING FLOOR JOISTS I I New P.C.Foundation Wall ON BIGFOOT BF24 FOOTING e _ " - - 2x1O ASSUMED I ( -200 w/(2)#4 VERTICAL DOWELS, �__ � '� _^ I --- -- I Existing MU Foundation Wal 36"MIN.BELOW GRADE - _______ (ASSUMED DIRECTION I ___ REMOVE EXISTING WINDOWS- - � I 4 / ing C I FILL IN FOUNDATION AS REQ. I New CMU Foundation Wall SET ON UNDISTURBED SOIL - g - e _ I� I ------- Lines Above (n - - - J �'S*"'-,^""^'*t,t''*^ 'fir"""T' ,,,^^,? .,�•,..--k, m.......,y...`._._:.vw,s..,r. 'S -'",G ^'«'A'a+..,`=.+s,^.,.,w:,-+-^„�F".-,.H- ^k^,'...g.�,,.^ "T✓T"'f H1 cn �I ----------- Lines Below CID zl- o o `\ ; v — — — — - Guidelines 00 Flo z \ � � ' EXISTING CHIMNEY ,L TO BE REMOVED AS REQ. w o w e - 3' 101 Door Tag N s / J Window Tag II mac_ Section X, 2 Sheet A-XXX EX.(2)2x10 DROP GIRDER % M �A-201 0 - REIN.EXIST.(2)2x10 REIN.EXIST.(2)2x 0 REIN.EXIST.(2)2x10 j \I REIN.EXIST.(2)2x10 w/(2)3/8"x8.5"STL.PLATES w/(2)3/8"x8.5"STL.PLATES w/(2)3/8".5"STL.PLATES /' w/(2]1:11/2'l STL.PLATES "I NEW STL.COLUMN Detail Tag -- (1 EACH SIDE) --_ —_ (1 EACH SIDE) - _—(1 EACH SIDE) --- (1 EACH SIDE) -- SEE S-101 d I EXIST. UNEXCAVATED FOUNDATION x `h �, - I o 0 0 0 - Elevation Tag I� EXIST.STL.POST(TYR) L J LIJ LIJ _ _ ---_ -_.---_ -__- _ - — _ --- - m o _ Axxx 1 `—POST ABOVE(TYR) I I I \ I I - -- ---- ----- ,�4 x9 4"LVL w 2 2"x8 2 PL x Axxx x Interior Elevation Tag Xilo I I I I I ---EXISTIN SLAB TO BE REMOVED x Lid � I I I �' v // N zl j o ZI zl ZI xl 01 0 0 0 0 m X1 X1 X1 X1 LLl N I / p CV I N I N I — — --- ---- --- ------ -- -- \- _ i M R A M R E R Y L K a r c h i e c o - -- o e o o - - - - - - - - - - - - - --- , --- :, ;i EXIST HDR. NEW(3)13/4 x 91/4"LVL 2 6 0 HORTONS LANE ' NEW(3)13/4 x 91,/4 LVL w/1/2"x9 PIL, _ NEW AREAWAY NEW AREAWAY PosT OFFICE gox I boo SOUTHOLD, NY 1 1971 1 />> /, r '/'-r '. i, r ' i: r :x �, .f 6 3 I - 4 7 7 - 8 7 3 6 I m k a r c h i t e c t c o nn I - EXISTING FOUNDATION WALLS - ------ TO BE REMOVED(TYR) I � - Jacobsen-Feldman Residence 4680 Wunneweta Rd. 1 Cutchogue NY 11935 A-too HSS 6)2x1/4 - - ---- — _ SCTM# (1000-11-14-36.6) NEW HSS5x5x1/2 SS bk'bcTi/4 r7i I I First Floor Framing Plan First Floor Framing Plan ~ -HSS 6)2 4=-- - 1 Scale: 1/4" = 1'-0" I � e I I 74 n� ., o SCALE:As Noted I 2 Stair Structure S - 102 Scale: 1/4" = 1'-0" C 2020 Meryl Kramer Architect All Rights Reserved 1 2 -30 -30 Issue Date: Set: 5/21/20 Sturctural Engineer 1 10/28/20 Structural Engineer - - 12/23/20 PERMIT -201 - ❑ I II 0I ❑', l z ❑ wl Ili �-- - - I- - --- -- - - l'll I I EXISTING ROOF RAFTERS EXISTING ROOF RAFTERS TO REMAIN T(0 REMAIN NEW(3)13/4 x 117/8-LVL ° --- O ---- - ------ al- -- - 2 P.T.2dO D.F. ITEXISTING ROOF RAFTERS - ►� EXISTING ROOF RAFTERS _I M TO REMAIN TO REMAIN I j� M I ' -- - �' I I NEW 3x8 CEDAR PERGOLA RAFTERS +/-12"O.C. VERIFY SPACING IN FIELD w/ARCH w 1 PROVIDE MOCKUP FOR AP POVAL - NEW(3)13/4x9 1/4'LVL w/(2)3/8°x9"STL PL - -- - -F== ----- ------ J I O 1 T X 11 SII I w JE)(ISTINGTO REMAIN ROOF RAFTERS(2x8 ASSUMED) I EXISTING ROOF RAFTERS 2x8 ASSUMED) J 3 5' J I I IN I _-_ EXISTING CEILING JOISTS _30 TOREMA 1 l I j I � �t l -' TO REMAIN - T'I ti RED qRc x I , II x X �`(L. KfZq u I F I ItL 'Q9 jS PERGOLA NOTE: d3ijS - I' I I; N MI's , 1I Z — — � 1a SEE DTL A-500 a - ---- z 9�. 11 $1 024542 �4 I' z Gi i I I z w -- y K I NEW W10X22 0 J_ = � I / -— — --- — NEW 3 2x10 P.R.—' 1 d Drawing Legend: / u 1 o , - ' o o NEW DOUBLE SKYLIGHT b - - - - - _ \ - - - - - - Wall To Be Removed T -- L -------S-L--=--=—� � Existing Wall To Remain •. I t { t ' J 'I I / O NEW 3 2x10 R.R. I I I 1 z v - c�. — New Wall I - __-- - --- Z b idJ �0 -- - NEW 2x8 R.R. NEW 2x8 R.R. -I I 1 SISTERED TO EXIST.2X6 R.R. SISTERED TO EXIST.2X6 R.R. I io \ �\ / Existing P.C.Foundation Wall X / a N \ New P.C.Foundation Wall I ( ', P.T.POST(TYP.) I ' I I I ®I ` I Existing CMU Foundation Wall / ----------- NEW(4)13/4'x20'LVL RIDGE Z \� _ � ��YY�-- z kt� ------ ----' --- ----- ----- ---- ---- ------ - e-.�''..�„'7 New CMU Foundation Wall �. 2 P.T. x10 D F -- ru \ --- ------- Lines Above u i I � I 1 -------• — L � z - O -- Y N -- � wl --------- Lines Below _ -_ --.- -- _