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Home My WebLink About46763-Z r ��o��S�FFOIKcoGy Town of Southold 11/16/2023 P.O.Box 1179 o _ I N 53095 Main Rd l � itir Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44736 Date: 11/16/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1750 Beebe Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-3-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/16/2021 pursuant to which Building Permit No. 46763 dated 9/1/2021 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 finished basement, covered front porch, sunroom and attached garage as applied for. The certificate is issued to Romanelli,Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1965 8/10/2023 ELECTRICAL CERTIFICATE NO. 46763 8/21/2023 PLUMBERS CERTIFICATION DATED 8/24/2023 e e Berry r ut o ze Signature �o�siiFF � TOWN OF SOUTHOLD ay BUILDING DEPARTMENT M TOWN CLERK'S OFFICE oy • 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#: 46763 Date: 9/1/2021 Permission is hereby granted to: Romanelli, Paul 1750 Beebe Dr Cutchogue, NY 119352137 " To: Construct additions and alterations to existing single family dwelling as applied for and per: Trustees #9831A, DEC #00880, and SCHD approvals. At premises located at: 1750 Beebe Dr., Cutchogue SCTM #473889 Sec/Block/Lot# 103.-3-5.1 Pursuant to application dated 8/16/2021 and approved by the Building Inspector. To expire on 3/3/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,601.20 CO-ADDITION TO DWELLING $50.00 Total: $1,651.20 Building Inspector pf SO(/T�OI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.deviinl'c-town.southold.ny.us Southold,NY 11971-0959 QlyC0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Romanelli Address: 1750 Beebe DR city:Cutchogue st: NY zip: 11935 Building Permit#: 46763 Section: 103 Block: 3 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electric License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 19 Bath Exhaust Fan 4 Service 3 ph Hot Water Oil GFCI Recpt 16 Wall Fixtures 16 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 51 CO2 Detectors 2 Sub Panel 100A A/C Blower 4 Range Recpt Ceiling Fan 5 Combo Smoke/CO 5 Transfer Switch UC Lights 1 g' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 55 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Fridge, (2) Mini Fridge, (2) Awning Motor, Infrared Heater, Elec. Cooktop, Double Oven, DW, Hood, W/D, 100A Sub 30 Circuit/ 30 Used, Minisplit w/ (2) Blowerheads Notes: Two Story w/ Finished Basement Inspector Signature: Date: August 21, 2023 S.Devlin-Cent Electrical Compliance Form sotryo . h �D Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G - Southold,NY 11971-0959 BUILDING DEPARTMENT I TOWN OF SOUTHOLD ' AUG 2 4 2023 I MUMING'DEFT. CERTIFICATION I 'f0«-NN :I' 0I1TI I Date: -� /' 5 Building Permit No. 7 67 Owner: PA u.� (Please print) Plumber: (Please print) I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers dire Sworn to before me this day ofAcA4 20�� l Notary Publi )(County VI.C:Wt.BERRY.. . Notary Pubiic- State of New York No. 01 BE6070081 Qualified in Suffolk CO t Commission Expires -714 50UTyo� . # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN 631-765-1802 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 [. ] PRE C/O [ ]' RENTAL REMARKS: DATE 9- Ia�''� INSPECTOR r� oe souTyo� * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] F UNDATION 1 ST [ ] ROUGH PLSG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ba kr2 Ok- Ol� DATE �f�JO-�-� INSPECTOR /A�� a0F 50(/lh°� q ((/ TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAM INr/STReppitir [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE O [ ] RENTAL REMA KS: �p c DATE INSPECTOR pF50UlyO6 3 17 - # f TOWN OF SOUTH OLD BU LDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION XELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A �K- 4 boxi DATE ,6 2 INSPECTOR . 6� OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 631-765-1802 INSPEC ION [ ] 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 [ ] PRE C/O [ ] RENTAL REMARKS: tSV I�2.�U�lre/ DATE �J �'� ��' INSPECTORJV 4 SOUlyolo — TOWN OF SOUTHOLD BUILDING DEPT. S cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]--ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ -] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cAkv4 w, �� 4WIA100:1 oa& V—JTM- __�a iA4, DATE 4 INSPECTOR \ v�� ho�aOF 50UlyO� TOWN OF SOUTHOLD BUILDING DEPT. 0ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H 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 ol REMARKS: b GdDt < it - Dw. - - - - - -�- S-------------�o 5m 16o Goa.( DATE I ZD y� - INSPECTOR so Ll �yO /7.50 �o �o * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] PRE C/O [ ] RENTAL REMARKS: -two, w-/ j!j(&j�gca DATE INSPECTORc�� - Load Short Form Job: Estimate#741 Date: Jan 24,2023 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Design Information Htg clg Infiltration Outside db(°F) 19 82 Method Simplified Inside db(OF) 70 75 Construction quality Semi-tight Design TD (OF) 52 7 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 85 Cond 24ACC648AO0300 AHRI ref Coil FX4DNF061L AHRI ref 9180206 Efficiency 85 AFUE Efficiency 13.0 EER, 16 SEER Heating input 43210 Btuh Sensible cooling 32550 Btuh Heating output 35000 Btuh Latent cooling 13950 Btuh Temperature rise 21 OF Total cooling 46500 Btuh Actual air flow 1550 cfm Actual air flow 1550 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Recreation Room 489 4824 3404 190 129 Hall 48 0 0 0 0 Bath 105 1327 61 52 2 Storage 479 1384 20 55 1 Sun Room 254 7508 9364 296 356 Living Room 441 8296 5228 327 199 Powder 39 1469 437 58 17 Foyer 80 2577 1030 102 39 Kitchen 272 1899 6359 75 242 New Dining Room 315 4165 8535 164 324 Laundry 53 0 65 0 2 G. Bath 73 830 573 33 22 Stair Hall 138 1031 270 41 10 Guest Bedroom 233 3967 5462 157 207 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigiifscy�`t"' 2023-Jan-2415:06:16 �.. •:,... ... Right-Suite®Universal2022 22.0.04 RSU30008 Page 1 ^ ' ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E System 1 3015 39276 40809 1550 1550 Other equip loads 0 0 Equip. @ 0.87 RSM 35585 Latent cooling 5402 TOTALS I 3015 I 39276 I 40987 i 1550 I 1550 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. tiLrt iglu#s'Oft 2023-Jan-2415:06:16 Right-Suite(g)Universal 2022 22.0.04 RSU30008 Paget -� ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Load Short Form Job: Estimate#741 Date: Jan 24,2023 �. System 2 By: Michael Fauci , J Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 -Project • • For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Design Information Htg Clg Infiltration Outside db (OF) 19 82 Method Simplified Inside db(OF) 70 75 Construction quality Semi-tight Design TD (OF) 52 7 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 50 50 Moisture difference (gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 85 Cond 24ACC618AO0300 AHRI ref Coil FX4DNF019L AHRI ref 9177999 Efficiency 85 AFUE Efficiency 13.0 EER, 16 SEER Heating input 18519 Btuh Sensible cooling 12600 Btuh Heating output 15000 Btuh Latent cooling 5400 Btuh Temperature rise 23 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) Guest Room 254 4104 5224 197 259 G2 Bath 65 813 528 39 26 Hall WIC 62 87 21 4 1 Master Bedroom 415 4236 4974 203 247 Master Bath 82 1958 1024 94 51 Hallway 121 1317 309 63 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtst�'cmft'.", 2023-Jan-24 15:06:16 ,a^ Rig ht-Suite®Universal 2022 22.0.04 RSU 30008 Page 3 }`` C+t,...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E System 2 998 12516 12080 600 600 Other equip loads 0 0 Equip. @ 0.87 RSM 10534 Latent cooling 1087 TOTALS l 998 i 12516 I 11621 i 600 l 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'Vut<igFttf�" 2023-Jan-24 15:06:16 Right-Suite®Universal 2022 22.0.04 RSU30008 Page ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E BuildingAnalysis Job: Estimate#741 '^{ Sys Date: Jan 24,2023 J s to m 1 By: Michael Fauci I =t Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 70 75 Elevation: 7 ft Design TD (°F) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) - 12 ( L ) Method Simplified Wetbulb(°F) - 72 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 2.3 6583 16.8 V\bll Glazing 21.1 8791 22.4 Doors 14.9 932 2.4 - s. Ceilings 1.6 1435 3.7 Ducts Floors 0.7 1316 3.4 Infiltration 2.8 5635 14.3 Ducts 14584 37.1 Piping 0 0 °aj"� Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 39276 100.0 i"' loas Infiilt>ati`" Component Btuh/ftz Btuh % of load Walls 0.5 1405 3.4 VWl Glazing 40.5 16895 41.4 Irtard(3irs Doors 6.6 409 1.0 Ceilings 1.3 1108 2.7 Floors 0 0 0 Infiltration 0.2 352 0.9 GaJ Ducts 10436 25.6 Ventilation 0 0 Internal gains 10205 25.0 i. Blower 0 0 Dit Adjustments 0 Total 1 1 408091 100.0 Igs Latent Cooling Load =5402 Btuh Overall U-value=0.060 Btuh/ft2--°F Data entries checked. 414- wr 9fttSr Wt" 2023-Jan-2415:06:16 Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 . r-X-N ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Buildin Anal SIS Job: Estimate#741 Y Date: Jan 24,2023 System 2 By: Michael Fauci --- Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingsenrices.com Web:www.energytestingservices.com License:8619824 • ect Information For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design'TD (°F) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range(°F) - 12 ( L ) Method, Simplified Wetbulb(°F) - 72 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ft2 Btuh % of load Walls 3.0 2434 19.4 Glazing 15.5 2583 20.6 v�I Doors 14.9 523 4.2Y,,.;.`: nit. Ceilings 1.0 1014 8.1 Floors 0 0 0 Infiltration 2.8 2407 19.2 Ducts 3555 28.4 I Piping 0 0 t3aarg Humidification 0 0 Ventilation 0 0 Irtiltrabon Adjustments 0 Dori Total 12516 100.0 Wings Component Btuh/fl2 Btuh % of load Walls 0.9 718 5.9 Wil Glazing 28.5 4762 39.4 IrtardCrs Doors 6.6 229 1.9 Ceilings 0.3 276 2.3 R4 Floors 0 0 0 Infiltration 0.2 150 1.2 i, ; Ducts 2675 22.1 Ventilation 0 0 i Internal gains 3270 27.1 Blower 0 0 DiJs Adjustments 0 Total 1 1 120801 100.01 rgs Latent Cooling Load= 1087 Btuh Overall U-value=0.070 Btuh/ft2-OF Data entries checked. vu'riyttiLSOEi" 2023-Jan-2415:06:16 f , - -•=--v Right-Suite®Universal 2022 22.0.04 RSU30008 Page 2 ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Project Summary Job: Estimate#741 .7 Date: Jan 24,2023 ,r System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Notes: Desiqn Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24692 Btuh Structure 30373 Btuh Ducts 14584 Btuh Ducts 10436 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 39276 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 35585 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 2820 Btuh Ducts 2583 Btuh Central vent(0 cfm) 0 Btuh Heating Coolin (none) Area(ft2) 3015 301 Equipment latent load 5402 Btuh Volume(113) 21295 21295 Air changes/hour 0.28 0.13 Equipment Total Load (Sen+Lat) 40987 Btuh Equiv.AVF(cfm) 100 44 Req.total capacity at 0.70 SHR 4.2 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 85 Cond 24ACC648AO0300 AHRI ref Coil FX4DNF061L AHRI ref 9180206 Efficiency 85 AFUE Efficiency 13.0 EER, 16 SEER Heating input 43210 Btuh Sensible cooling 32550 Btuh Heating output 35000 Btuh Latent cooling 13950 Btuh Temperature rise 21 OF Total cooling 46500 Btuh Actual air flow 1550 cfm Actual air flow 1550 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ weicj1-ht:soft: 2023-Jan-2415:06:16 -• -- - Right-Suite®Universal 2022 22.0.04 RSU30008 Pagel ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Pro ect Summa Job: Estimate#741 ry Date: Jan 24,2023 (,1�;,_ `• System 2 By: Michael Fauci `a`"- Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8961 Btuh Structure 9405 Btuh Ducts 3555 Btuh Ducts 2675 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12516 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 10534 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 478 Btuh Ducts 608 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 998 998 Equipment latent load 1087 Btuh Volume (ft') 7987 7987 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 11621 Btuh Equiv.AVF(cfm) 43 19 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 85 Cond 24ACC618AO0300 AHRI ref Coil FX4DNF019L I ref Efficiency 85 AFUE Efficiency 9177999 13.0 EER, 16 SEER Heating input 18519 Btuh Sensible cooling 12600 Btuh Heating output 15000 Btuh Latent cooling 5400 Btuh Temperature rise 23 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wric�I�tsmft^ 2023-Jan-2415:06:16 Right-Suite®Universal2022 22.0.04 RSU30008 *r1f1 ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Page 2 Duct System Summary Job: Estimate#741 Date: Jan 24,2023 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • ' • For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.208/0.042 in H2O 0.208/0.042 in H2O Lowest friction rate 0.042 in/100ft 0.042 in/100ft Actual air flow 1550 cfm 1550 cfm Total effective length (TEL) 601 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 1327 52 2 0.052 6.0 Ox 0 ShMt 45.3 355.0 st4 Foyer h 2577 102 39 0.063 7.0 Ox 0 ShMt 38.5 290.0 st4 G.Bath h 830 33 22 0.042 5.0 Ox 0 ShMt 59.3 440.0 st4 Guest Bedroom c 2731 78 104 0.042 8.0 Ox 0 ShMt 71.0 420.0 st4 Guest Bedroom-A c 2731 78 104 0.042 8.0 Ox 0 ShMt 64.3 430.0 st4 Kitchen c 3179 37 121 0.051 8.0 Ox 0 ShMt 50.8 355.0 st4 Kitchen-A c 3179 37 121 0.052 8.0 Ox 0 ShMt 40.8 355.0 st4 Laundry c 65 0 2 0.053 4.0 OX 0 ShMt 45.3 345.0 st4 Living Room h 4148 164 99 0.078 8.0 Ox 0 ShMt 19.8 245.0 st3 Living Room-A h 4148 164 99 0.064 8.0 Ox 0 ShMt 35.8 290.0 st4 New Dining Room c 4268 82 162 0.051 8.0 Ox 0 ShMt 49.3 355.0 st4 New Dining Room-B c 4268 82 162 0.073 7.4 8X 6 ShMt 40.0 245.0 st4 Powder h 1469 58 17 0.065 6.0 Ox 0 ShMt 30.5 290.0 st4 Recreation Room h 4824 190 129 0.043 9.0 Ox 0 ShMt 72.5 410.0 st4 Stair Hall h 1031 41 10 0.053 5.0 Ox 0 ShMt 46.3 345.0 st4 Storage h 692 27 0 0.065 4.0 Ox 0 ShMt 27.5 290.0 st4 storage-A h 692 27 0 0.053 5.0 Ox 0 ShMt 34.3 355.0 st4 Sun Room C 4682 148 178 0.075 8.0 Ox 0 ShMt 22.3 255.0 st3 Sun Room-A c 4682 148 178 1 0.064 1 8.0 1 Ox 0 I ShMt 1 34.0 1 290.0 1 st4 Bold/italic values have been manually overridden " wrights•aft 2023-Jan-2415:06:16 _ Right-Suite®Universal 2022 22.0.04 RSU30008 Pagel ✓` lY ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 1238 1273 0.042 573 18.0 8 x 40 ShtMetl st1 st3 Peak AVF 312 277 0.075 561 9.4 8 x 10 ShtMetl st1 st1 Peak AVF 1550 1550 0.042 581 19.3 8 x 48 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 60 1550 1550 101.5 0.042 587 22.0 Ox 0 ShMt ` wriglyt5of�"` 2023-Jan-2415:06:16 Right-Suite®Universal 2022 22.0.04 RSU30008 Paget AC�CX...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: Estimate#741 Date: Jan 24,2023 System 2 By: Michael Fauci \\ Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.212/0.038 in H2O 0.212/0.038 in H2O Lowest friction rate 0.055 in/100ft 0.055 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 453 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk G2 Bath h 813 39 26 0.056 5.0 IOx 0 ShMt 33.0 345.0 st5 Guest Room c 2612 98 130 0.068 7.0 'Ox O ShMt 21.0 290.0 st5 Guest Room-A c 2612 98 130 0.055 8.0 Ox 0 ShMt 29.5 355.0 st5 Hall WIC h 87 4 1 0.058 4.0 Ox 0 ShMt 28.8 340.0 st5 Hallway h 1317 63 15 0.081 6.0 Ox 0 ShMt 15.5 245.0 st5 Master Bath h 1958 94 51 0.058 7.0 Ox 0 ShMt 48.0 320.0 st5 Master Bedroom c 2487 102 124 0.057 8.0 Ox 0 ShMt 42.3 330.0 st5 Master Bedroom-A C 2487 102 124 0.058 1 8.0 Ox 0 1 ShMt 1 52.8 1 310.0 1 sty • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 600 600 0.055 600 12.8 8 x 18 ShtMetl st2 st2 Peak AVF 600 600 0.055 600 12.8 8 x 18 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 12x23 600 600 68.5 0.055 561 14.0 Ox 0 ShMt Bold/italic values have been manually overridden W right54•ft." 2023-Jan-24 15:06:16 .,... -. ,•_,. Right-Suite®Universal 2022 22.0.04 RSU30008 Page 3 ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: Estimate#741 Date: Jan 24,2023 "+,,.L'a; System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 40809 Btuh Entering coil DB: 77.0°F Outdoor design WB: 72.0°F Latent gain: 5402 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 46211 Btuh Indoor RH: 50% Estimated airflow: 1550 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC648A00300+FX4DNF061L Actual airflow: 1550 cfm Sensible capacity: 37902 Btuh 93%of load Latent capacity: 8194 Btuh 152%of load Total capacity: 46096 Btuh 100%of load SHR: 82% Heating Equipment- Design Conditions Outdoor design DB: 18.5°F Heat loss: 39276 Btuh Entering coil DB: 68.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: AFUE 85 Actual airflow: 1550 cfm Output capacity: 35000 Btuh 89%of load Meets all requirements of ACCA Manual S. w right oft— 2023-Jan-2415:06:16 w-.. -•-_ <•..r_ Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 � �'�• ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: Estimate#741 System 2 Date: Jan 24,2023;V7 r, By: Michael Fauci `f.:,,•. Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 --Project Information-- For: Romanelli Residence 1750 Beebe Drive, Cutchogue, NY 11935 Phone: 631-433-6612 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 12080 Btuh Entering coil DB: 76.6°F Outdoor design WB: 72.0°F Latent gain: 1087 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 13167 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC618A00300+FX4DNF019L Actual airflow: 600 cfm Sensible capacity: 14568 Btuh 121%of load Latent capacity: 3081 Btuh 284%of load Total capacity: 17649 Btuh 134%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 12516 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: AFUE 85 Actual airflow: 600 cfm Output capacity: 15000 Btuh 120% of load Meets all requirements of ACCA Manual S. ` �rycigfttstafY:" 2023-Jan-2415:06:16 u Right-Suite®Universal 2022 22.0.04 RSU30008 Paget �+ ...ence-1750 Beebe Drive,Cutchogue,NY 11935.rup Calc=MJ8 Front Door faces: E Right-Suite®Universal 202222.0.04 RSU30008 ACCk AFF. Right-SuiteG Universal 2022 22.0.04 RSU30008 Eel- N Level 1 ELK. 27, ko�m� S 0 A��B ......... R, �7 ic,read i6 mi Rkora, Alle-ch., Rnii 'A&Tag"o .V �� a7 f� ji i' I'� �� it �f1 Batt 0-. A 5i, -69-�cfmm all ( IM,r ilk e.V Cravx181PLI�e, 7�, Job#: Estimate#741 Energy Testing Services Scale: 1 98 Performed by Michael Fauci for: I Page I Rornanelli Residence 1648 Locust Ave,Unit E Right-Suite®Universal 2022 1750 Beebe Drive Bohemia,NY 11716 22.0.04 RSU30008 Cutchogue,NY 11935 Phone:631-244-2627 2023-Jan-24 15:07:01 Phone:631-433-6612 www.energytesfingservices.com mfauci@energytestingservic... e Drive,Cutchogue,NY 11935.rup I � N Level 2 ®�178 efn 178 din—® R162 dm ®--162 cff n M,*n O"1846frnm 1@i4¢ffnm Sun Room Now®iiniiimg Roomm Hedim>uomm ®-2 Qfbmn IL�uuimdlirg� 150 aim Sltoiir H3111 Liming Room Sttaiirs 2 0-41 cilmn Vittehon 164 cfin 164 c1lim—® 0-121 drn 121 dm Powder Foyer GaGge 58 ckn---® LI 0-1(92 cffm Job#: Estimate#741 Energy Testing Services Scale: 1 : 98 Performed by Michael Fauci for: Paget Romanelli Residence 1648 Locust Ave,Unit E Right-Suite@ Universal 2022 1750 Beebe Drive Bohemia,NY 11716 22.0.04 RSU30008 Cutchogue,NY 11935 Phone:631-244-2627 2023-Jan-24 15:07:01 Phone:631-433-6612 www.energytestingservices.com mfauci@energytestingservic... a Drive,Cutchogue,NY 11935.rup Level 3 7 24 39 arm'24am' ' c lag do , 62 13Ab P. [Vasftir Bedroom 14 dw y T 8 an dum 10 ax 0 _7 Uasleir Whi �--94 dim I L Job#: Estimate#741 Energy Testing Services Scale: 1 98 Performed by Michael Faucl for: Page 3 Rornanelli Residence 1648 Locust Ave;Unit E Right-Suite@ Universal 2022 1750 Beebe Drive Bohemia,NY 11716 22.0.04 RSU30008 Cutchogue,NY 11935 Phone:631-244-2627 2023-Jan-24 15:07:01 Phone:631-433-6612 www.energytestingservices.com mfauci@energytestingservic... ...e Drive,Cutchogue,NY 11935.rup s �11 .... August 17th,2023 Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Romanelli Residence 1750 Beebe Drive Cutchogue, NY 11935 As requested by the Town of Southold, Energy Testing Services was retained by The Romanelli Residence to perform the Blower Door Test at the above-mentioned address. Michael Caruso (HERS Rater#7960376)conducted the Blower Door Test and found the results to be calculated at 1879 CFM @ 50 Pa or 2.90 ACH @ 50 Pa.These results are below the maximum air infiltration rate (3 ACH @ 50 Pa) set by the 2020 ECCC of NYS. Please feel free to give us a call if you have any questions or require further info-mation. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue Suite E,Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 mcaruso@energytestingservices.com www.energytestingservices.com ); Retrotec rCloud Quality Assurance Report Single Direction Multi Point Blower Door Test F� Your Result: 2.90 ACH50 (1879.38 CFM50 * 60 / 38837 ft3) L Target<= 3 ACH50 Test Information Test Name 1750 Beebe Dr Test Date 2023-08-17 09:24 AM (UTC-4) Export id BDMQLXSA Company Name Energy Testing Services Technician Name Michael Caruso Technician Email michael@hygradecorp.com Building Information Address 1750 Beebe Dr City Cutchogue State NY Zip/postal Code 11935 Country United States Year Constructed 2023 Elevation 3 ft Address Verified? Yes Building Latitude, Longitude 41.017472, -72.468003 GPS validation Lat,tud'e/rLong0wde::4!11.0117,5�+ 721-46-3798Z,.A"r, Ml Estimated Distance From Address 19 ft Test Equipment Fan Model Retrotec 5000" Fan Serial Number 5FN103130 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 412397 Environmental Conditions Pre-test Indoor Temperature 69 OF Pre-test Outdoor Temperature 70 OF Wind Speed 6 MPH Average Barometric Pressure 101.7 kPa Test Dimensions Conditioned Floor Area 3961 ft2 Envelope Area 7 ft2 Volume 38837 fP 1 +y , y' Retrotec rCloud Test Results Summary Test Type Single Direction Multi Point Blower Door Test Flow Reference Pressure 50 Pa Time Averaging 10 seconds Corrected Flow 1879.38 CFM @ 50 Pa Air Changes Per Hour 2.903 Percent Uncertainty 1.3% Correlation 0.999 Intercept 163.239 Slope 0.625 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Baseline Pressure, Initial (Pa) -0.2 -0.2 0 0 0.1 0.1 0 0.2 0.2 0.3 Baseline Duration 14 seconds Average baseline 0.05 Pa Measured Pressure (Pa) -12.93 -21.36 -29.65 -36.48 Fan Pressure[5000- 134] (Pa) 139.48 Fan Pressure[5000- 68] (Pa) 64.3 98.77 Fan Pressure[5000-A] (Pa) 26.54 Flow(CFM) 786.19 1085.12 1366.18 1545.34 Measured Pressure (Pa) -44.36 -52.69 -60.37 Fan Pressure[5000-134] (Pa) Fan Pressure [5000-68] (Pa) Fan Pressure[5000-A] (Pa) 33.41 40.88 49.22 Flow(CFM) 1732.41 1914.84 2099.51 Baseline Pressure, Final (Pa) -0.6 -0.4 -0.3 -0.8 -1.3 -1.4 -1.3 -1.1 -1 -1.3 Baseline Duration 14 seconds Average baseline -0.95 Pa 2 � ,r,'. Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Retrotec Calibrated Flow Parameters Certificate Number: 202011300816-5FN103130 Fan Last Calibrated: 2020-11-30 Fan Model Retrotec 5000 Fan Serial Number 5FN103130 Fan Last Calibrated: 2020-11-30 Units Used For Flow Parameters in Equation CFI Fan pressure(FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive, fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either IF or(K2 x IRPI) FP =fan pressure, RP= room pressure Range N K K1 K2 K3 K4 IF Open 0.4936 571.2871 0.0000 0.3000 0.0000 1 10 A 0.4963 303.6204 0.0000 0.4000 0.0000 1 20 B8 0.5366 116.1857 0.0000 0.7000 0.0000 1 40 flow= (FP-RPxK1)"x(K+ K3x FP)xK4 Range A B C D IF G K2 IF B4 0.0000269955 -0.01959863 6.8216 127.49 i0.41 50 0.8000 40 B2 0.0000212130 -0.01424981 4.2559 -43.96 I0.50 50 1.0000 50 B1 0.0000067829 -0.00499017 1.7517 -1.36 10.12 50 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 I0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 10.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 0.02 25 0.6000 50 flow= (AxFP3) + (BxFP2) + Cx FP) + D +((G- RID)xF) 3 m 1 1 • • • • • I m -- • 1 e 1 VMS • • 1ME WI PLIUMBIN.G., LE 1 MANS • • 1 OL IRIGNS, Ink �VVrAl i 1 r i F F IL • 4��uFF®t TOWN OF SOUTHOLD-BUILDING DEPARTMENT a G� Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 htMs://www.southoldtgm=.gov Date Received APPLICATION FOR BUILDING PERMIT N/ For Office Use Only PERMIT NO. 763 Building Inspector: AUG 1 6 2021 Applications and forms must be filled out,in their`entirety Incomplete ,, f _ �ti t applications will not be accepted 'Where the Applicant is not the owner,an ' ``' f Owners Authorization form(Page 2j shall id completed Date: August 12, 2021 OWNERS)OF PROPERTY Name: Paul Romanelli & Theresa Boyle SCTM#1000-103-3-5.1 Project Address: 1750 Beebe Drive, Cutchogue, NY Phone#: 631 774 511-1 Email: Paul@suffolksecurity.com__e......:... ......._ Mailing Address: 1750 Beebe Drive, Cutchogue, NY 11935 CONTACTPERSON Name: Mailing Address: Phone#: ]—Email: DESIGN PROFESSIONAL:INFORMATION y Name: Tom_ Samuels, RA Mailing Address: 25235 Main Road,, Cutchogue, NY 11935 Phone#: 631 734 6405 Email: Tom@samuelsandsteelman.com :CONTRACTOR INFORMATION:. Name: p construction not selected. Will provide Info on of co contract, , , . Mailing Address: Phone#: Email: =DESCRIPTtaN OF`PRt3POSED C©NSTRUCTIOIV ❑New Structure ©Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 650,000. Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? BYes El No 1 PROPERTY INFORMATION'. Existinguse of ro ert : ence Intended use of property: Same p p v single family resid _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes BNo IF YES, PROVIDE A COPY. B.Chec1C'Box After Reiaclmg: The owner/contractor/design professional is responsiblefor 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,remo al.ordemolition as hereirrdescrlbed The applicant agrees to comply with all'applicabie laws,ordinances,bUI0n'g code, "housing lode:and,regulations and to admit authorized inspectors on;preit►ises andin•buildih& 'for ikessary inspectionsw False stateme_nts made herein'are' punishable.as aClass A misdemeanor pursuant to-Section 2111.4S of the7Vew York State Penal Law: Application Submitted By(print name): Tom Samuels BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF Wto- &--) T—om a wt_r._e,C S being duly sworn,deposes and says that(S)he is the applicant (Name of individual signing contract) above, �naamed, (S)he is the /t �°t_�r teCZ (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 10ay of ,20,!!91,1 Notary Public SABRINA M BORN PROPERTY OWNER AUTHORIZATION Notary No.iic 01,State of 06317038wY0rk Qualified In Suffolk County (Where the applicant is not the owner) Commission Expires Der-22,20� Paul Romanelli & Theresa Boyle 1750 Beebe Drive, Cutchogue I, residing at /� do hereby authorize Tom SaM' uels3 1 to apply on ehalf to the Town of Southold Building Department for approval as described herein. 1 , /o Aucay1 ZaV o4mtrrs Signature Date Paul Romanelli & Theresa Boyle Print Owner's Name 2 Glenn Goldsmith,Presiden E-1, t OF S�UJy Town Hall Annex Michael J.Domino ,`O� �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski N G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 -BOARD.OF TOWN TRUSTEES TOWN OF SOUTHOLD I November 9, 2020 Tom Samuels i Samuels & Steelman 25235 Main-Road_ ;. Cutchogue, NY,.1.1935 RE: PAUL ROMANELLI &.T HER ESA BOYLE 1750 BEEBE:DRIVE; UTCHOGUE- SCTM# . 1�000-1 oi43 6 1 Dear Mr: Samuels: i The Southold Towne Board of Trustees reviewed your letter received in this office on October 28, 2'020 and the survey prepared by Nathan Taft Corwin Land Surveyor, last dated June 18, 2019, and the site plan prepared by Samuels & Steelman Architects, dated October 7, 2020 and determined that the proposed renovations and additions are. out of the Wetland jurisdiction under.Chapter 275 of the Town Wetland Code and Chapter 111 oMe Town Co o. Please be advised that a silt fence/haybale line should be placed at the 1001 mark. . Therefore, in accordance withfthe current Wetlands Cole (Chapter 275) and the Coastal Erosion Hazard'Area '(Chapter 111) no permit is'required. I 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. 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 i 2 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'questi ns; please..do:_:not hesitate to call. Sincerely, Glonn..Goldsm th'A President Board of Trustees,. - j GG:dd I t Glenn Goldsmith,President sorry Town Hall Annex A. Nicholas Krupski,Vice President ,`O� Old 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino Q Telephone(631) 765-1892 Greg Williams a� Fax(631) 765-6641 oly�DU�,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD, Permit No.: 9831A Date of Receipt of Application: March 2, 2021 Applicant: Paul Romanelli & Theresa Boyle Project Location: 1750 Beebe Drive, Cutchogue SCTM#: 1000-103-3-5.1 Date of Resolution/Issuance: March 18, 2021 Date of Expiration: March 18, 2023 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Remove an existing sub-surface sanitary system and abandon, fill with clean sand and restore ground surface with topsoil and lawn; establish and perpetually maintain a 10' wide non-turf buffer running along edge of wetland line. 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 Samuels & Steelman Architects, dated March 1, 2021 and stamped approved on March 18, 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 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 it �� ®F S®(/,' Town Hall Annex Glenn Goldsmith,President �°® 54375 Route 25 A.Nicholas Krupski,Vice President �® �® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples '�'® ® �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2105C Date: November 12, 2023 THIS CERTIFIES that the removal of an existing sub-surface sanitary system and abandon, fill with clean sand and restore ground surface with topsoil and lawn-, establish and perpetually maintain a 10' wide non-turf buffer running along edge of wetland line; At 1750 Beebe Drive, Cutchogue Suffolk County Tax Map#1000-103-3-5.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 2, 2021 pursuant to which Trustees Administrative Permit#9831A Dated March 18,2021 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 of an existing sub-surface sanitary system and abandon,fill with clean sand and restore ground surface with topsoil and lawn; establish and perpetually maintain a 10' wide non-turf buffer running along edge of wetland line. The certificate is issued to Paul Romanelli&Theresa Boyle owner of the aforesaid property. 4/A-wa Authorized Signature _a _� NOV 1 4 2023 Division dEngift"Mental Penmits,lion 9 SUW @ Stony Brook,50 Gircie Road Stony Brook,NY MO P:(631)444-0366 s R(631)444.0360 www.dec.ny.gov PERM MODIEFOCA` i�Ii� February 19,2021 Mr. Paul Romnenelli 1750 Beebe Dr. Cutchogue, N.Y. 11935 Re: Permit*1-4738-00850/00004 Facility: 1750 Beebe Of.,Cutchogue, N.Y. SUMS 1000-103-3-5.1 Dear Perntmi : The Department of Environmental Conservation (DEC)has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations(6NYCRR Part 621). It has been determined that the proposed modification fcvill not substantially change the scope of the permitted actions or the existing permit conditions. Therefore,the permit is hereby modified to authorize: CuiFrant smaIts► y syeum wA11 be ebandoned and fllila� bawd an Suffolk Cooft Dapmybnant of Heafith Serv1ces Regugaliions. A now Ganyondonai 88nKsOV BY@Um w189 h@ insta9led gim&W t ry too feet firoerm the trial weftnd boundavy. Ali woks must be done In eccoPdanca vMh the pkn pmpared by Thomas C. Samusis dabd 2=021 and stamped MYWEC approvod 211912021. Please irevise candWan 02 one permit issued November 6,2020: Sanittrj System-. Existing sanitary system will be abandoned based on Suffolk County Department of Health Services Regulations. Now conventional sanitary system will be installed greater than 100 feet from tidal wetland boundary. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as wdftn in the original permit. Sinc y, o 'Sherri L.Aicher Regional Deputy Remit Administrator cc:Thomas C. Samuels, OMHP, File ,S'^"" Vt:tara �y41tI�Rt4�4'E'dE;d$"ctm GY:.cifUrttgv NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-60880 PERMIT Under the Environmental Conservation Law (ECG:.) Permittee and Facility Inforination Permit Issued'To: Facility: PAUL ROMANELL:I ROMANELLI/BOYLE PROPERTY 1750 BEEBE DR 1750 BEEBE.DRI1000-103=3-5.1 CUTCHOGUE;NY 11935 CUTCHOGUE,NY 11935 THERESA BOUT E 1750 BEEBE DR CUTCHOGUE,NY 11935 Facility Application Contact: THOMAS C SAMUELS 25235 MAIN RD CUTCHOGUE,NY 11935 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal_Reference Point: NYTM-E: 712.897 NYTM-N: 4543.786 Latitude: 41°01'02.9" Longitude; 72°28'04.9" Project Location: 1740 Beebe Dr., Cutchogue SCTM#1000-103-3-5.1 Eugene's Creek Authorized Activity: Remove free-standing garage. Add an attached two-car garage,two bedrooms, two bathrooms to the single family dwelling. Remove asphalt driveway and replace.with permeable gravel driveway. Install drywells. Conventional sanitary system will remain. All work must be done in accordance with the-plan prepared by Thomas G. Samuels,RA.dated 1017/2020 and stamped NYSDEC approved.11,16/2020. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-00880/00004 New Permit Effective Date: 11/6/2020 Expiration Date: 11/5/2025 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC III 1-4738-00880 'NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER,Deputy Permit Administrator ; Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony . rc "lq NY 11790-3409 e 40W Authorized Signature: ' Date L t/ ..6 J Distribution List THOMAS C SAMUELS Bureau of Marine Habitat Protection File Permit Components tl�Mf NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following. Permits: TIDAL WETLANDS 1. Post-Permit Sign The-permit sign:enclosed.with this permit shall-be posted-in,a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project;the bottom portion of the form must also be signed-and returned;along with photography of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Thomas C. Samuels,,RA dated 10/7170 and stamped NYSDEC approved 11/6/2020. Page 2,of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738=00880 4. Concrete Leachate .During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers,or other devices be allowed to enter any wetland or.waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be.poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No.debris is permitted in wetlands an&or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris,excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland.or wetland adjacent:area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlandsorprotected buffer areas as-°aresult-.of.the permitted activities. 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confrned.withirn.the.project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Straw gales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition-until the.project is completed and all.disturbed.areas are stabilized with vegetation. 10. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 11, Driveway./Parking Area of Pervious..Matenal,.. Driveway.and-parking areas.,shall.be.constructed.of. NYSDEC-approved pervious materials. 12. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 13. Contain Exposed,..Stockpiled..Soils ..All..disturbed.areas where.soil.will.be.temporadly.exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14. Maintain Erosion,Controls All erosion control devices.shall.be maintained in good and functional condition-.until.the project has been-completed.and the area-has-been.stabilized. 15: State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the.State for the conservation or improvement of navigation,or for other.purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00880 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the.position of the structure or work herein authorized,or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill,excavation,or other modification of the.watercourse hereby authorized.shall not be completed, the owners; shall,without- expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against-the State of New York on account of any such removal or alteration. 17.-State May ttequire-Site Restoration If upon the expiration or revocation of-this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State, and ....-to,such, extent and in such time_any manner.... .:._.a...s.;..the DePart ment o EnvironmentCons,e;r„va,t,ion may lawfully require,remove all or any of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to, preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,epoxy coatings,paints,concrete, leachate or any other environmentally deleterious materials associated.with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: i. Facility Inspection by The Department The permitted site or facility,..including relevant records,is subject to inspection at reasonable hours acid intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended.pursuant to ECL 71-0301 and SAPA 401(3). The-permittee shall provide a person to accompany the Departnient's-representative during an inspection. to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request.by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 NEW YORK'STATE DEPARTMENT OF ENVIRONMENTAL,CONSERVATION Fadfltq DEC ID.1-4738-00880 3. Applications For Permit Renetvals,.Modifications or Transfers The permittee must submit'a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in.writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional.Permit.Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NYl 1790-3409 4. Submission of Renewal Application The permittee must submit a renewal application-at least 30 days before-permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves'the'right to exercise all`available autlirity to'inodify�`susp`end or revoke'this perriiit The- grounds for modification; suspension or revocation include: a. materially false-or inaccurate statements in.-the permit application-or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material'information or a.material change yin environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing.permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any. provisions ofthe Environmental Conservation Law or regulations of the Department related to the permitted activity. 6..Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 INEW YORK,STATE,DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1=4738-00880 NOTIFICATION'OF:0` HFM PI;RMITI']EE-OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal,agencies, expressly agrees to indemnify and hold harmless the Department-of Environmental-Conservation of the State of New York, its representatives;employees, and agents("DEC")for all claims, suits,actions,and damages,to the.extent attributable to the permittee's acts or omissions in connection with the.permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to.DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the-DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under,federal or state laws., . ... :. .:...,.a..:. . ..,1.. Item B: Permittee's Contractors to.Comply with Permit The permittee is responsible for informing.its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted-activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The pennittee is responsible for obtaining any-other permits, approvals,lands, easements:and rights-�of- way that may be required to carry out the activities that are authorized by this permit. Item D:No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it-authorize the impairment of any rights,title,or interest in real or personal property held or vested in a.person not a party to the permit. Page 6 of 6 2 BUILDING DEPARTMENT-Electrical Inspector 4� �Gy TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 " Southold, New York 11971-0959 -f Telephone (631) 765-1802 - FAX (631) 765-9502 �71 j rogerr(a)_southoldtownny.aov— seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/1/2023 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Romanelli Address: 1750 Beebe Drive Cutchogue Cross Street: Moose Trail Phone No.: BIdg.Permit#: L4 (_p7l 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring house rennovation,addition Square Footage: 2410 Circle All That Apply: Is job ready for inspection?: YES❑NO 0 Rough In (3D( V) Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire ReconnectOFlood Reconnect OService Reconnect nUndergroundElOverhead #Underground Laterals 1 2 D H Frame Pole Work done on Service? Y ✓N Additional Information: PAYMENT DUE WITH APPLICATION I a3 ? f � Ce c;4- b��g� Icy BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ;if 'A` ` Town Hall Annex- 54375 Main Road - PO Box 1179 05 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand@southoldtownny.gov 1� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date,: 3/1/2023 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 El I request an email copy of Certificate of,Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Romanelli Address: 1750 Beebe Drive Cutchogue Cross Street: Moose Trail Phone No.: Bldg.Permit#: L4 L¢i (P 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring house rennovation, addition Square Footage: 24io Circle All That Apply: II Is job ready for inspection?: YES❑NO �Rough In 31 I0 ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Ternp Information: (All information required) Service Size❑1 PhFJ3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire ReconnectoFlood Reconnect[Service Reconnect Underground E]Overhead #Underground Laterals 1 2 D H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION re CO- ��g� PERMIT # Address: l Switches - ' .r Outlets 'GFI's Surface Sconce ( t Sp H H's t - uc its �'ta HW (!gJ/ Fans ,rj Fridge I . 3076 Exhaust yl Oven �v WAD Smokes DW Mini �\ Carbon 1 Micro Generator Combo 5 Cooktop �I�� Transfer 0 AC I� AH Hood I Service Amps Have Used WAI Spial: Comments Ci „a RQ Scott A. Russell �°su �� 1F 0>>kMWAT]E1K SUPERVISOR MA.NAG IEMTENT 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 OIL THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. i ❑R 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 Lin-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 Professiona Agent.Contractor,Other) S.C.T.M. #: l OOO Date: District NAME: 61, �M Section Block Lot -****FOR BUILDING DEPARTMENT USE ONLY** Contact Information t4rJ /d T/ Z V`�'6- ?.Inpf n N" b.' Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address [Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. �Z50 Oeakl DStormwater Management Control Plan Not Required. �G�E2'iluC. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 f Town Hall Annex �$► y Telephone(631)765 1802 54375-Main Road a Fax(631)765-9502 P.O.Box 1179 ; Southold, NY 11971-0959 d. BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION'. PRE-ENGINEERED s MOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Lq 12. P . D r, &#tv & .7h(rya . lJQe- Owner: G Location of Property: l Z 0 t_ebC 40r C(L Please take notice that the (check applicable line): New commercial or residential structure Addition to existing eaereaker residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) if Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams.(F) Roof framing (R)- Floor and roof framing (FR) Signature:_ /7 Name (person submitting this form): Ol Cf'V�'Wl-6 Capacity-(check applicable line): Owner ✓' Owner representative TrussRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE#187 H 1/211 STROKE The construction type designation shall be 661999 661199y 66111999 i°IV"or 66Ve' to indicate the construction classification of the structure under DESIGNATION FOR STRUCTUF't' section 602 of the BCNYS. COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION- 6IF» FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS AAR7! ROOF FRAMING 1MILDi � �_ 11FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 August 9, 2021 Southold Town Building Department Main Road Southold, NY 11971 Re: Addition to the ROMANELLI RESIDENCE 1750 Beebe Drive, Cutchogue, NY SCTM# 1000-103-3-5.1 Attached please find materials for application for a Southold Town BUILDING PERMIT for the Romanelli Residence. This project includes an addition and renovations to an existing two story house, a new sanitary system and associated site work. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Owners'Authorization 4. Survey 5. Red-stamped SCDHS permit 6. Southold Town Sanitary permit 7. Southold Trustees permit 8. NYS DEC permit 9. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 10. Notice of Utilization of Pre-Engineered Wood Construction 11. 2018 IECC REScheck Compliance Certificate 12. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, Tom Samuels %743 Sartr el and Steeimart Architects 25235 Main Read, Cutchacgue, NY 11935 631 734 6405 August 14, 2023 Southold Tmvn Building Department AUG 14 2023, Main Road Southold, NY 11971 NG:DEF'r- Re: Addi€foa to th a P:OMAN'F f SIDENCE 1750 Beer Drive, Cutchogue, NY SCTM# 1000-103-3-6.1 Attained-please find green stamped f=INAL APFIR0VAL the SC IDS. Pieaze place this document in the file for the above referenced project. Once file is complete, please prepare a CERTIFICATE OF OCCUPANCY for the residence. Thw.k you, Torn Samuels I 1=5 I HULE #'I F3/1/21 DRAINAGE CALCULATIONS NYSDEC "ADJACENT AREA" TOWN OF SOUTHOLD "BUILDABLE LAND NO SCALE ELEV. + 5.5 Ir Trustees AREA OFRESIDENCE DW-A LOT COVERAGE TABLE LOT COVERAGE TABLE 1.5FT LOAM oL _ DRY WELL AREA x RAINFALL x RUNOFF FACTOR SCTM # 1000-103-03-5.1 (PH-A) 1,155 SF x (2/12 FT) x 1.0 = I410 GU. FT. MEDIUM SITE AREA TOTAL: 50,340 sf T 0 PROPERTY: 1750 BEEBE DRIVE USE: (I) 8' DIAMETER x 4' HIGH POOL SITE AREA TOTAL: 50340 sf 4.5 FT COARSE SAND SP -1ADDRESS CUTCHOGUE, NY 11935 (1) 8' X 4' STORM DRAIN RING = 68.4t GU. FT. , WATER IN USE: (1) V DIAMETER x 4' HIGH POOL UPLAND SITE AREA FROM SITE AREA UPLAND FROM 11 FT COARSE SAND SW OWNER: PAUL ROMANELLI & TERRY BOYLE (1) V X 4' STORM DRAIN RING = 8Q.5 CU. FT. TIDAL WETLAND BOUNDAR`r: 25,-110 sf 1750 Beebe Drive PROVIDED REQUIRED TIDAL WETLAND BOUNDr�RY: 28,�110 sf COMMENTS: WATER ENCOUNTERED Cutchogue, NY 11935 258.2 GU. FT. > IcIO CU. FT. 4.5' BELOW SURFACE, ELEV 1.0- AREA OF RESIDENCE D( W-B) AREA CALCULATIONS FOR SITE AREA AREAG,4LGUL�4TION5 FOR SITE AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR STRUCTURES EXISTING PERGENTAGE PiZOPOSED PERGENT,4GE STRUCTURES EXISTING PERCENTA&E PROPOSED PERCENT,4GE SITE: 50,340 sf= 1.155 ac (DN-B) 1,5Q1 5F x (2/1:2 FT) x 1.0 = 252 GU. FT. HOUSE: 1,2-11 sf 4.42% 2,40cf sf 5 3cf% HOUSE: 12-11 sf 4.42% 2,401 sf 5 3c% ZONING: R-40 USE: (1) V DIAMETER x 4' HIGH POOL DETACHED &ARAGE: 555 sf 1.56% 0 sf 0% GARAGE: 535 sf l b&% 0 5f 0% SURVEYOR: Nathan Taft Corwin III (1) 8' X 4' STORM DRAIN RING = 165A CU. FT. DECK: 554 sf 1.15% 554 sf Llzia% 1586 Main Road USE: (2) V DIAMETER x 4' HIGH POOL DECK: 554 Sf I.cf 3% 554 sf I.c(3% Jamesport, New York 11947 (2) V X 4' STORM DRAIN RING = 1'18.6 CU. FT. COVERED PORCHES: O 5f O% 65 sf 0.22% COVERED PORCHES: 0 5f 0% 65 Sf 0.22% LICENSE #50467 PROVIDED REQUIRED STONE NALKWAY5: 55a sf 2.05% 36cl sf 1.2ci% TOTAL: 2,360 sf 8.21% 5,026 sf 10.54% DATED 6/18/19 547.5 GU. FT. > 232 GU. FT. W PAVED DRIVENA"r: 2,454 5f 1565% 0 sf 0% \ AREA OF DRIVEWAY DW-C) TOTAL: 2,701 sf cf.40% 3,5C15 sf 12.52% DRYWELLS FOR STORMWATER = 0 O DRY WELL AREA x RAINFALL x RUNOFF FACTOR RUNOFF (4x(5) SEE DETAIL 1-5P LOOD ZONE LINE FLOOD ZONES: >- (DW-G) 2,555 SF x (2/12 FT) x 0.1 = 2ac1 GU. FT. ZONE AE: BASE FLOOD ELEVATIONS USE: (2) 8' DIAMETER x 4' HIGH POOL N/O/F PROPOSED SILT FENCE )PROPOSEDNEW O (2) V X 4' STORM DRAIN RING = 551.5 CU. FT. DURING CONSTRUCTION WALKKWAYAAYDETERMINED W PROVIDED REQUIRED RIGHARD A. M. JONES rl SEE DETAIL 2-5P XISTING GARAGE TO ZONE X* : AREAS OF 0.2% ANNUAL CHANCE F- Z 557.8 CU. FT. > 2Qa CU. FT. DARGY GAZZA BE REMOVED o FLOOD; AREAS OF 1 /o ANNUAL (n 1000-103.-B-18 LOCATION OF EXISTING XISTING BELGIAN STABILIZED CONSTRUCTION CHANCE FLOOD WITH AVERAGE Z USES PUBLIC WATER SANITARY SYSTEM TO BE ABANDONED AND BLOCK CURB ENTRANCE SEE DETAIL 3-5P O DEPTH OF LESS THAN 1 FOOT OR FLOOD ZONE LINE AREA FILLED f-NEW BELGIA EN DRIVEWAY ENTRY WITH DRAINAGE AREAS LESS XISTING WOOD DOCK \ BLOCK CURB ROPOSED SILT FENCE THAN 1 SQUARE MILE; AND AREAS Uj AND RAMP TO REMAIN 3 4 5 6 7 8 g 10 DURING CONSTRUCTION PROTECTED BY LEVEES FROM 1% 0 11 12 13 -�. SEE DETAIL 2-SP ANNUAL CHANCE FLOOD. N 7643'40" E \ ' \ \ 315.98' \ 77'2 '40'\E I - 119 27' = ZONE X: AREAS DETERMINED TO BE - - - - - - - - MOOSE Q OUTSIDE THE 0.2% ANNUAL - - - - 13 PATH = TRAIL \ CHANCE FLOODPLAIN. 06 1 .0 \THE 118 -1 WETLAND5 �ETBA 4x8 ' ` \ (n # - I \�DSE F` ELEVATIONS ARE REFERENCED 1L - FLAG 1 OF I NEW 2 R IN �j TO N.A.V.D. 1988 DATUM Z Lij EXISTING / / / 4xb STORY I j. I _ LAWN I ADDITION �"- W w LANDWARD EDGE OF TIDAL I I c° WETLANDS A5 LOCATED BY G. / LAARAGE SLAB XISTING UTILITY POLE ,r I / ?+11?1- E ANDtrD', I 4 GUY WIRE o awl' JUST - JMO ENVIRONMENTAL ` -0. �n i N �� DRI\&kNAY CONSULTING ON JUNE 14, 201c1 I I / 34.1'I'll - p "' /� +� .�\� \ / EW BELGIAN BLOCK CURB O all, all, � � ` SALT MEADOW -� Z N D / �� 1 ''4i >4X8 +,2.0 1 " o DRYWELLS W/ METAL INLET Z V 1 II _ � // / ' EXISTING ; � �� GRATE FOR STORMWATER 2. I FL OD ZONE00 ; I l� 2STORY 6' 1 -� ��\ r,I RUNOFF (4xb) SEE DETAIL I-5P W FLAG #2 A (EL 6) . 10 HOUSE w ) 1 \ z XISTING BELGIAN V 1 j -•_ - PURL TER L NE BLOCK CURB TIE INE ALONG�� I I M ` w PLR ELEV +13.�. - -- L __._ all, °' 4 i T` - / Y - 12 XISTING WATER METER SEAWARD EDGE a> - INE OF IMITED WAVE ACTION A a x , f 6.f1 t.- _ XISTING OVERHEAD WIRES OF SALT MEADOV�? I I AN� g S A \ i, I, � � o � 4 1 I 10.2 PROPOSED 10 FT. WIDE NON-TURF �f3U E$V�E ,- \ `34.1' -11.1 057 D _�JLF , I VgTE I O ) EXISTING DRIVEWAY. REMOVE ASPHALT. BUFFER. REPLACE EXISTING LAWN O D ' 2_8 1. ' ' - ' 4wic / I PROVIDE PERMEABLE, CRUSHED STONE 1.0 WITHIN BOUNDARY w/NATURALIZED SOVTN ` i I � L__-- __� \ '� ^\ 1 -' I I DRIVEWAY ON EXISTING SUB-BASE - ally 1`II VEGETATIVE BUFFER, INCLUDING FLAG #3 BEACH GRASS I I TEST HOLE 4xb ( LP> ROPOSED NEW SEPTIC SYSTEM FLOODFOR A 4 BEDROOM RESIDENCE ail 11i' I EL + 5.5 \NF o/� ZONE X ( �`� J 5 I / - 1500 GAL SEPTIC, TANK (ST) EX STING I / Po N� 1 / - � LAWN � \ ^P FR TBAGK I _ GLEANOUT \ 1 I \% FL D rn .� �` � � � I BEEBE (3) 8' DIA x 4' HIGH LEACHING POOL (LP) 11_3 I °' : I FUTURE LOCATION FOR (2) 8' DIA x 4•' �\ FLAG 4 / \ ZON X* y ►O.j HIGH LEACHING POOL (EXP) 05 Z. # 2 / 56r, - 1 DRIVE Cl) 4 M S 77 36'50" W - -- I I r 3 4 5 6 7 $ 361. 8 \ 1 / I TEST HOLE #2 F o FLOOD ZONE LINE 9 11 1 12 : Oft EXISTING POND I EL + I I.5LUUATlu W -�• � z w a EUGENE ' S CREEK TO REMAINAV _ U ? LL PROPOSED SI T FENG LOOD ZONE LINE DURING CONSTRUCTION XISTING I W. a N o N (EAST I�REEK) SEE DETAIL 2-5P ROFOSED New UTILITY POL I g W. N COTTAGE 5U I L1D I NCB ADD I TI I�L I P� �uG�NEgROAO U � O XISTING BUI G TO XISTING m �• $ P4 L H SECONDARY ti� v REMAIN N AND RENOVATED NEIGHBORING SITE ENTRY � z SCALE: 1 " = 20'-0" �tiF MoaS` PAUL ROMANELLI GARAGE SHED SHED 1000-10B.-B-5.2 USES PUBLIC WATER * � F NWoo peF�C�N.ES 4v SITE o 50' MIN COMMERCIAL E 5P 50' MIN REIDENTIAL 0 V• '�i G� STABILIZED CONSTRUCTION ENTRANCE NOTES: -o" EXISTING EAST q m wItSe" EXISTING TEST HOLE #2 TFR r � q`F CREEK GROUND PAVEMENT XISTING AF sr, r 1. Stone size- use 2 inch stone, or reclaimed or recycled ° $ NEIGHBORING NO SCALE concrete equivalent. / BUILDING BY MARK McDONALD GEOSCIENCE :. 5TRUCTURE5 1 2. Length - not less than 50 feet(except on a single residence lot where 30 SOUTHOLD NEW YORK 11971, PROJECT NO: foot minimum length would apply). 1. TTT 11Trrr I�TfT TEST HOLE DATA 1/13/21, 11:45 AM DRAINAGE CALCULATIONS 1704 FILTER MOUNTABLE BERM HIGH TIDE THAT DAY: 11:33 AM DRAWN BY: 3. Thickness - not less than six(6) inches. 2" STONE OR PROFILE CLOTH (OPTIONAL) DRY WELL AREA x RAINFALL x RUNOFF FACTOR UT RECYCLED CONCRETE ELEV. + 11.5 A)OF F,�1DfNIQE�( VV-fix) 1.0 = IcIO CU. FT. 4. Width -twelve (12)foot minimum, but not less than the full width at points CHECKED BY: where ingress or egress occurs. Twenty-four(24)foot if single entrance to I USE: (1) 8' DIAMETER x 4' HIGH POOL TS 1 DARK BROWN LOAM OL (1) 8 X 4 STORM DRAIN RING = 168.a CU. FT. site. 50' MIN COMMERCIAL TOP OF EXISTING GRADE USE: (1) 6' DIAMETER x 4' HIGH POOL DATE: 30' MIN REIDENTIAL 4 BROWN SILTY SAND SM (1) 6' X 4' STORM DRAIN RING = 8a.5 CU. FT. 11/17/20 5. Geotextile -will be placed over the entire area prior to placing of stone. CAST IRON FRAME AND COVER TO - PROVIDED REQUIRED GRADE (AS REQUIRED) 258.2 GU. FT. > 1ao CU. FT. SCALE: 10.1 PALE BROWN FINE SAND SP = 91 6. Surface water-all surface water flowing or diverted toward construction TRAFFIC SLAB (SEE r AREA OF RESIDENCE (DW-B) 20 . 0 entrances shall be piped beneath the entrance. if piping is impractical, a PLANS FOR LOCATIONS) WATER IN SHEET TITLE: mountable berm with 5:1 slopes will be permitted. "'' 0 17' PALE BROWN FINE SAND SP DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-5) 1,3Q1 SF x (2/12 FT.) x 1.0 = 232 CU. FT. 7. Maintenance-the entrance shall be maintained in a condition which will _ _ -_� COMMENTS: WATER ENCOUNTERED USE: (I) 8' DIAMETER x 4' HIGH Pool prevent tracking or flowing of sediment onto public rights-of-way, all ® ® ® ® 10.1' BELOW SURFACE, ELEV 1.4' �,T 4�N = U. FT. (1) 8' X 4' STORM DRAIN G I68 a G sediment spilled, dropped, washed or tracked onto public rights-of-way ::;: ® ® ® ® ® DRAINAGE BASIN FOR USE: (2) DIAMETER X HIGH POOL SITE must be removed immediately. ' : • : " z N ® ® ® I� ® ® ® ® ® (2) 6 X 4 STORM DRAIN RING = 1"15.6 CU. FT. EXISTING y• :`. ' : >: ! �:. ;:". } ® ® ® ® ® ® SHE o SIZES SEE SITE PLANS PROVIDED REQUIRED PLAN ;' `: ' Q > ® ® ® ® ® ® ® ® ® WIRE FENCE W/ 34�.5 GU. FT. > 232 GU. FT. t BAGKFILL MATERIAL 8. When washing is required, it shall be done on an area stabilized with GROUND ..� [)_ z ® ® ® ® ® ® ® ® ® FILTER CLOTH r TO BE GLEAN SAND stone and which drains into an approved sediment trapping device. ® ® ® ® ® ® ® ® ® AND BRA suRFAGI= z ® A GRAVEL FILTER CLOTH MIN. 6" DRAINAGE ® ® ® ® ® ® ® ® BELOw &RADE �\ AREA OF DRIVEWAY (DW-C) 9. Periodic inspection and needed maintenance shall be provided after each � FLOW X ' z DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET NO: rain. 12' MIN. OR MATCH - W GROUND WATER - - _ - '\�j/\ \�j\�j\�� (DW-G) 2,555 SF�x (2/12 FT.) x 0.1 = 21111 GU. FT. ADJACENT ROAD WIDTH ; : O �/ �� USE: (2) 8 DIAMETER x 4 HIGH POOL PLAN PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE (2) V X 4' STORM DRAIN RING = 551.8 CU. FT. PROVIDED STORM DRAINAGE RING TYPICAL ��ION & SEDIMENTCONTROL DETAIL 3378 GU FT. > 2aa Gum. FT.STABILIZED CONSTRUCTION ENTRANCE NO SCALE 3 NO SCALE 10' MIN. REGUL TORY APOPROVAL S SURVEY OF LOTS 1 & 2 MAP OF MINOR SUBDIVISION OF PROPERTY SURVEYED FOR JOHN BEEBE ANTLER LANE APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD APRIL 30, 1990 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-103-03-5.1 S.C. TAX No. 1000-103-03-5.2 �V,� SCALE 1 "=30' .�� NOVEMBER 22, 2016 JUNE 18, 2019 UPDATE SURVEY AIL AREA DATA 3 `31 O,00,, MO 0 S.C. TAX No. 50,340 sq. ft. 1000-103-03-5.1 1 .155 ac. / S.C. TAX No. 46,070 sq. ft. 1J A 1000-103-03-5.2 1 .058 ac. Na/19? x 1i. �/ BLo >< Q"aB �, ' TOTAL 96,410 sq. ft. (TO TIE LINE) 2,213 ac. N \ BED. \ / N�)IF JOKES 3�5.98' e\ - .'� . fib. \ x un RjCHDRCY GAllA �\ >\ x1, o 242 ;. • \ '� •\ \n� \ , x r AGE b G ix„ r• \ J \ Lo. NOTES: : ��\ .o . \\� 1. : x \ / / 102 24,2;+. p ^ti 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I E 'A I x xpoD +':: 0 \ `' / EXISTING ELEVATIONS ARE SHOWN THUS:AKX �/ 5f x ti ti.2 \ m.• : \ / EXISTING CONTOUR LINES ARE SHOWN THUS: xx-———-xx p5T � _ __ --------- --- -\` �\ 1 X" i '. . \ I // /j I 34.E :'� \ \\ ��:... C.FL. - GARAGE to F.FL - FIRST FLOOR 1 1 / / LQ,>a y N n w / \ \ �. ' . T.B. B. - BOTTOM OF BULKHEAD FUO � - �`� 1 I \ / / I w \ \ ... \ ' `� - O„ FENCE o �� / x \ \ x B.W. - BOTTOM OF wALL 4 n 2. FLOOD ZONE INFORMATION TAKEN FROM: ° Pam' _--� RIM 10.17 :►, �� '`.'. �5 / \ f' \ 6 I 6 43 x� \ \ I , I FLOOD INSURANCE RATE MAP No. 36103CO164 H N wWalP Qc I c I\ \ `NWwpo 1\ \\ \ \ W ZONE AE: BASE FLOOD ELEVATIONS DETERMINED FENCE P05T K I ti \ \\C0 \\ 14.21 34.1 ,y / / . AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD woo° p0c q ; 11\ \ ?n\`" \ \\ \ CHIN °E�pg�c� x \ 1 I •: ' \I 12ff ZONE X WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN o` , 11\ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. LL x 9 1 \\ r \\\ o D - _ 20N \\ I I �. L\ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. D \\ 1 r i�►'- x12J x � 9I o DEC n. SALT MEADOW m Q% \ 11\ x x PpNp x CI- U iR/j Z.$ LOT \ I O / i11 \c^ 1 \ / 1 / \ \ i 1 ••a 11.9 \ \ I / \ 230.80'\� WIR%--�i%i-1 \, ••: x t9 lJ� w \ 1 \ I I / IN xBEI ��\\ 1 x11.7 +. .': . , --10 \\ \ 1\ \ x W -� I I \ \.,\... . 21. \\\ •1 11 CO MON 1 I /� Iw / o�\ .D�• �.. ' ` �L ��UESTAE D AY. 1g2 \ 1L4 X / \ 5 x 28.8 z ]� \ OCk CUR ' _ \ C. TAX No. 10Oo 0_p3-g,2 y\\ \\ \�P� ,1 � vo+ —X \ xtD.s \ x S.C. 10• �(� 5J�_ � 650 '(AX .�. � �` \\ pops K ��' � •••QP c� � 12• 1A. � S � \`— x� � —_ _ TIE LINE ALONG SEAWgRp EDGE pp s ,� 3 I \ \ \8 A 18.5' 8.1 �4. o O \ \ EDGE °F LAw� O \ \ m N ��•7�' SAITMEADOW-�- x� \ \\\ �� n S"Ep x 78•79 w \\ , Y5 \\ \ x\\ x ` 14.5 CA A \ X-LB \ \ \ Jam\ \ N N\Lo " •�..tf, \ SALT MEADOW \ / E !L \\ LOTAL /,// i5�-ba''°� P•�� \� " 1 + AL\\ 1 , s. \ 0/F OLD N/ SOUTH \\ TOWN OF \ ?61 \ ° ,5O" W LOT 53 36 5 MA couNn 7 p OF SUB\kOOSENC�� Of NoUF323 0 IN THE o f fI E 30 1g60 AS f11 E VILE ON A t ' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft C o r TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 TEST HOLE #1 REVISIONS: DRAINAGE CALCULATIONS NYSDEC "ADJACENT AREA" TOWN OF SOUTHOLD "BUILDABLE LAND 1/26/21 NO SCALE ELEV. + 5.5. 3/1/21 for Trustees AREA OF RESIDENCE (DVV-A) 1.5 FT LOAM OL DRY WELL AREA x RAINF��1.L x RUNOFF FACTOR LOT COVERAGE TABLE LOT C OV E RAG E TA B L E = SCTM # 1000-103-03-5.1 (VA-A) 1,138 5F x (2/12 FT',) x 1.0 = Ia0 GU. FT. MEDIUM TO O PROPERTY: .1750 BEEBE DRIVE Al PROVED BY USE: (1) V DIAMETER x W HIGH POOL SITE AREA TOTAL: 50,540 sf 4.5 FT COARSE SAND SP (1) V X W STORM DRAIN RING = 166A CU. FT. SITE AREA TOTAL: 50,3440 sf _ ADDRESS CUTCHOGUE, NY 11935 USE: (f) 6' DIAMETERz x 4' HIGH POOL UPLAND SITE AREA FROM WATER IN gO RD OF �I�USTEES SITE AREA UPLAND FROM 11 FT COARSE SAND SW OWNER: PAUL ROMANELLI &TERRY BOY E TO. N OF SOUTHOLD (1) V X 4' STORM DRAIN RING = 6d!.3 GU. FT. TIDAL WETLAND BOUNDARY: 25,-110 sf TIDAL WETLAND BOUNDARY: 28,�10 sf 1750 Beebe Drive PROVIDED REQUIRED COMMENTS: WATER ENCOUNTERED Cutchogue, NY 11935 258.2 GU. FT. > ia0 CU. FT. 4.5' BELOW SURFACE, ELEV 1.0' AREA CALCULATIONS 1=0I? SITE AREA - � AREA OF RESIDENCE (DVS AREA CALCULATIONS FOR 51TE AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR 5TRUGTURE5 EXISTING PERCENTAGE PROP05ED PERCENTAGE STRUCTURES EX15-INC PERCENTAGE PROPOSED PERCENTAGE SITE: 50,340 sf= 1.155 ac (VA-B) 1,3QI 5F x (2/12 FT) x 1.0 = 252 GU. FT. HOUSE: 1,2.71 of 4.42% 2,40�1 sf 5 3a% HOUSE: i 2?I sf 4.42� 2 40Q sf 8.3g90 ZONING: R-40 USE: (1) V DIAMETER x W HIGH POOL DETACHED GARAGE: 555 of 1.56% 0 sf 0% GARAGE: 555 5f 1.56% r 0 sf p�3o SURVEYOR: Nathan Taft Corwin III t-- --•- -------- (1) 6' X 4' STORM DRAIN RING = 166.41 GU. FT, DECK: 554 sf I.g3�b 554 5f I.g3Y 1586 Main Road U5E: (2) 6' DIAMETER x 4' HIGH POOL DECK: 554 sf 1 AB%' 554 sf 1.13% James in New York 11947 (2) W X W STORM DRAIN RIN6 = 1-15.6 CU. FT. G01/1=RE17 PORCHES: O of 030 65 5f 0.22`% COVERED PORCHES: O Sp Oho 65 sf 0.22% LICENSE t, New 0467 PROVIDED REQUIRED STONE WALKWAYS: 55a sf 2.05% 56�1 5f 1.29 TOTAL: 2,360 sf 5.21% 5,026 5f 10.54% DATED 6118/19 � 34'i.5 GU, FT. > 232 GU. FT. PAVED DRIVEWAY: 2,454 sf 5.65% 0 5f 0% W AREA OF DRIVEWAY (DW-C) TOTAL: 2,101 sf cf.40% 3,5�15 sf 12.52% DRYWELLS FOR STORMWATER = Q DRY WELL AREA x RAINFALL x RUNOFF FACTOR RUNOFF (4x6) SEE DETAIL I-SP LOOD ZONE LINE FLOOD ZONES: (DW-G) 2555 SF x (2/12 FT) x o.-r = 2aa Cu. FT. ZONE AE• BASE FLOOD ELEVATIONS USE: (2) V DIAMETER x 4' HIGH POOL PROPOSED SILT FENCE PROPOSED NEW ! (2) 6' X 4' 5TORM DRAIN RING = 55-1.5 CU. FT. N/0� DURING CONSTRUCTION WALKWAY DETERMINED 0 W PROVIDED REQUIRED RIGHARD A. M. JONES X15TINCG GARAGE TO ZONE X* : AREAS OF 0.2% ~ 33"1.8 CU. FT. > 2aa CU. FT. DARGY GAZZA SEE DETAIL 2-5P BE REMOVED ANNUAL CHANCE Z 1000-103.-3-18 LOCATION OF EXISTING XISTING BELGIAN STABILIZED .CONSTRUCTION CHANCE AFLOOD WITH AVERAGEUAL (n USES PUBLIC WATER SANITARY 5Y5TEM TO BLOCK CURB ENTRANCE SEE DETAIL 3-SP DEPTH OF LESS THAN 1 FOOT OR Z BE ABANDONED AND 0 FLOODZONE LINE AREA FILLED rWA BELGIA W DRIVEWAY ENTRY WITH DRAINAGE AREAS LESS -- BLOCK CURB ROPOSED SILT FENCE THAN 1 SQUARE MILE; AND AREAS LM XI STING WOOD DOCK \ DURING CONSTRUCTION PROTECTED BY LEVEES FROM 1%' AND RAMP TO REMAIN 0 3 4 5 6 7 8 9 10 11 12 13 SEE DETAIL 2-5P ANNUAL CHANCE FLOOD. N 7643'40" E ' \ \ 315.98' \ 772 '40�E 1119 27' \ ZONE X: AREAS DETERMINED TO BE s MOOSE OUTSIDE THE 0.2% ANNUAL ®® TRAIL I _ PATH p w ' CHANCE FLOODPLAIN. �ETBA H� 18-� A 5 rn 13 ELEVATIONS ARE REFERENCED FLAG #1 z LLJ ,1t D6E OF <..h `"'NEW 2 F, �� TO N.A.V.D. 1988 DATUM Q z I EXISTING ' 4x x,. '�`' - w LAWN .:I. STORY I 'z 'ADDITION I \ , "' I L6ARA&E SLAB _-" ?r'__'= �,�; _n��,� �\ XISTING UTILITY POLE ~ W I t° WETLAND5 A5 LOCATED BY CG. I f ' / ',,�LE?+"1T�1'. jE ANDED.: ._,! '"4i I GUY WIRE '< < 5 1 0� JUST - JMO ENVIRONMENTAL , J r`-m i i DRI• Wr�l'• �` �� C7 � CONSULTING ON DUNE 14, 201q i I / � 34.1' � ,15 , `� •'•l � ,:•�v� ��.�;�� •, , � ' o � � � W BELGIAN BLOCK CURB � Q v. I I Z N , X 1 i i Vn A ; o DRYW>=LLS W/ METAL INLET Z j SALT MEADOW 4 r / , 4xa . _ �� z ....J� � n EC EXiSTlNG , � � �� I GRATE FOR STORMWATER W FL OD ZONE tt�O ! 6 1 "' ''; ''i�j RUNOFF (4x8) SEE DETAIL I-SP ► MAR - 2 202 ~ FLAG 2 IE (EL 6) r1d 2 STORY - Y ' # HOUSE w , , j XISTING BELGIAN (, m / PUBS TAR LINE BLOCK CURB o I I FLR ELEV +13.'� / ::. 12 Southold Town I LIMITED WA ACTION +� XISTING WATER METER Board of Trustees I I N S •( A . '' XISTING \1 C.2 34.1' ' Dw B OST OVERHEAD WIRES PROPOSED 10 FT. WIDE NON-TURF I Vr,'��ES \ �� 4x8 O LP\ EXISTING DRIVEWAY. REMOVE ASPHALT. BUFFER. REPLACE EXISTING LAWN 2_8 Ti / EXF i PROVIDE PERMEABLE, CRUSHED STONE WITHIN BOUNDARY w/NATURAL{ZED FIAG #3 c�QU� DRIVEWAY ON EXISTING SUB-BASE � 1 VEGETATIVE BUFFER, INCLUDING ` \ 4x LP O ROP05ED NEW SEPTIC SYSTEM BEACH GRA55 I TEST HOLE EL + 5.5 ' 2p OD FLOOD LP / FOR A 4 BEDROOM RESIDENCE >�� _-. d _ _ - - 11 , - DGE OF _ I_ - __.M_-_�___ - PO �l ZONE X YA i - 1500 GAL SEPTIC TANK (ST) TIE NE ONG 2j _ EXTSTTNG /" \ F NT C I -CLEANOUT - 5EAWARD EDGE 1\ LAWN \ N XF S�TBA co j (5) 8' DIA x 4' HIGH LEACHING POOL (LP) i OF SALT MEADOW ) 1.3 1 \ , \ � OD rn j N / : ; ° l B E E B E - FUTURE LOCATION FOR (2) 8' DIA x 4' Z. $9G #4 \ \ D d O ' HIGH LEACHING POOL (EXP) 05 Z / �° rn - DRIVE S 77'36'50," W , ..._ \ \ ' , -,� g• x 3 4 5 7 8 361. 8 \ 10 / j TEST HOLE #2 I y o o M i N 9 11 1 12: EL + 11.5LOCAT101 W J• '' t TO REMAIN D �. E U GE N E S CREEK PROPOSED 51 T FEND LOOP ZONE LINE W. w i X15TING � DURING CONSTRUCTION a N (EAST CREEK) SEE DETAIL 2-SP ROPO�J- E~D NE A UTILITY. POL j W• N COTTAGE BU I L.D I NG ADD I T I N EvbEKEs ROAD Q F--• c�i � I �. X I CJ' T I NCB E3U 1 & TO XISTING $ m • 141AREMA I N AND RENOVATED NEIGHf30RIRNG SITE ��mo �i O SCALE: 1 " = 20'-0" ENTRY "�yy OpSE PAUL ROMANELLI m 1000-103-3-5.2 _ GARAG `.SHED `-QED USES PUBLIC. WATER FA NE Rwoo OF NeW SITE, �+ S q O'f. 50 MIN GOMMERGIALo EMORK '<Q' C. S 'Q 50' MIN REIDENTIAL oP9 5 C� MG c�i O F STABILIZED CONSTRUCTION ENTRANCE NOTES: -O EXISTING EXISTING _ TEST HOLE #2 R EAST GROUND PAVEMENT XISTING A q CREEK:`r . 1. Stone size-use 2 inch stone, or reclaimed or recycled .o S NEIGHBORING NO SCALE �QOgsy '�o r �q. ' ` Fc 018350-'� concrete equivalent. / BUILDING 5TRUGTURE5 BY MARK MCDONALD GEOSCIENCE F 2. Length -not less than 50 feet(except on a single residence lot where 30 '' '` ...'• SOUTHOLD, NEW YORK 11971 P JECT NO: foot minimum length would apply). TEST HOLE DATA 1/13/21, 11:45 AM DRAINAGE CALCULATIONS 1704 FILTER MOUNTABLE BERM ELEV. + 11.5 3. Thickness -not less than six(6)inches. 2" STONE OR CLOTH (OPTIONAL) DRAWN BY: RECYCLED CONCRETE PROFILE DRY WELL AREA x RAINFALL- x RUNOFF FACTOR 4. Width -twelve (12)foot minimum, but not less than the full width at points DARK BROWN LOAM OL &OF �W6IQE IDVV_A 1.o = lao CU. FT. UT where ingress or egress occurs.Twenty-four(24)foot if single entrance to BROWN SILTY SAND SM USE- I 8' DIAMETER x W HIcSH POOL CHECKED BY: (1) V X W STORM DRAIN RIN6 - 166.a C.U. FT. TS I site. PALE BROWN FINE SAND SP Q USE: (1) 6' DIAMETER x 4' HIGH POOL DATE: . 50'MIN COMMERCIAL TOP OF EXISTING GRADE 5. Geotextile-will be placed over the entire area prior to placing of stone. 30'MIN REIDENTIAL CAST IRON FRAMe AND COVER TO r_ (I) 6' X 4' STORM DRAIN RING = 8a.3 GU. FT. 11/17/20 GRADE (AS REaUIP=) WATER IN PROVIDED REQUIRED 6. Surface water-all surface water flowing or diverted toward construction TRAFFIC SLAB (SEE PALE BROWN FINE SAND SP 258.2 GU. FT. > Iao GU. FT. SCALE: entrances shall be piped beneath the entrance. if piping Is Impractical,a - PLANS FOR LOCATIONS) 1�� = 20' - 0" COMMENTS: WATER ENCOUNTERED DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET TITLE: mountable berm with 5:1 slopes will be permitted. 0 10.1' BELOW SURFACE, ELEV 1.4' (DIN-B) 1,5411 SF x (2/12 FT.) x 1.0 - 232 CU. FT. 7. Maintenance-the entrance shall be maintained in a condition which will y. ,. USE: (I) 8' DIAMETER x 4' HIGH POOL •%% p H -1 prevent tracking or flowing of sediment onto public rights-of-way, all ,. _, ;' Z - (1) 8' X 4' STORM DRAIN = ', ` ' - [HER 2 ® ® ® ® ID ® RING 168.a GU. FT. sediment spilled, dropped,washed or tracked onto public rights-of-way _' }•;.; '" _' DRAINA6E BASIN FOR E_ (2) 6' DIAMETER x 4' H16H POOL SITE '' ; ;` :' ® ® ® ® ® ® ® ® ® SIZES SEE SITE PLANS (2) 6' X 4' STORM DRAIN RING = 1-18.6 GU. FT. �7 GG must be removed immediately. ` : . , EXISTING ,. '",'. :"`.'; _ ® ® S ® ® ® ® ® :". . :' •,• �" '. :' > PROVIDED - �.., . -,. > ® ® E ® ® ® SHE INIRE FENCE YV REQUIRED 8. When washing is required„ it shall be done on an area stabilized with GROUND •••' ^�' t BAGICFILL MATERIAL FILTER CLOTH 34'7.5 GU. FT. > 232 GU. FT. PLAN �',,. . `: cA '= 12' Q1 x ii H ® s ® ® ® SHE TO BE GLEAN SAND stone and which drains Into an approved sediment trapping device. "�' �` `" �: r' "`' ,.': �:.��. Z ® ® ® ® ® ® ® (� ® AND GRAVEL FILTER G LOTH MIN. b' SURFACE 9. Periodic Inspection and needed maintenance shall be provided after each •` `.• ' �n BELow&RAD>= o AREA OF RESIDENCE (DW-B) DRY WELL AREA rain. - 1X .- �� AREA) Q _ FACTOR SHEET N 12 MIN. OR MATCH x RAINFALL x RUNOFF O: C'� W'�` )6f WfC)x O."1 = 2aa CU. FT. ADJACENT ROAD WIDTH 'r�, o /�\ �/ �� USE: (2) 8' DIAMETER x 4' HIGH POOL PLAN PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE (2) 8' X W STORM DRAIN RING = 551.5 GU. FT. PROVIDESTORM DRAINAGE RING TYPICAL EROSION & SEDIMENT CONTROL DETAIL 38 GU.PT. > a Gu,REQUIRED . 3 ��ILIZ�EDCONSTRUCTION ENTRANCE LENO SCALE i31 10, MIN. E G U L A T OF"'IN/ APT R 0 V A L S , TEST HOLE #2 TEST HOLE #1 NY:3 D EC "ADJACENT AREA" w RESIDENCE FIRST FLR EL 15.1 FT NO SCALE NO SCALE ELEV. + 5.5 SITE z GRADE LINE ELEVATION 11.2 FT. BY MARK McDONALD GEOSCIENCE --` SCTM # 1000-103-03-5.1 LO ,� COVERAGE TABLE 0 GLEAN OUT 1.5 FT �..OAM._.ol.. Q SQUTHQLD NEW YORK 11971 PROPERTY; 1750 BEEBE DRIVE GRADE LINE ELEVATION±i0.0 FT. GRADE LINE ELEVATION *-10.0 FT. ' MEDIUM TO ADDRESS CUTCHOGUE NY 11935 SITE /4REA TOTAL: 50,540 sf I' MIN. 2' MAX. '00 TEST HALE DATA 1i13/21, 11:45 AM O 4,3 F COARSE SAND SP { ' ELEV. + 11,5 OWNER: PAUL ROMANELLI & TERRY BOYLE UPLAND SITE AREA FROM 14„�. WATER IN 1750 Beebe Drive I TIDAL WETLAND BOUNDARY: 28,` 10 sf ISDO gal i!&"/FT. TOP OF POOL + 5.4 DARK BROWN LOAM OL 11 FT I COARSE SAND SW Cutchogue, NY 11935 1 SEPTIC LEACHING COMMENTS: WATER ENCOUNTERED AREA. GALGULATIONS FOR BITE AREA E. +5.6 TANK POOL BROWN SILTY SAND SM _ 4.5' BELOW SURFACE, ELEV 1.0' SITE: 50,340 sf = 1.155 ac 5TRUc;TURE5 EXISTING PERCENTAGE PROPOSED PERCENTAGE IF. +&.65' IE. +8.15` BOT OF POOL + 4.4 O WOUS �: 1,271 sf 4.42% 2,40q sf 8.3QXa IE. +S.O?' PALE BROWN FINE SAND SP 1 ZONING: R-40 DETACHED GARAGE: 535 sf 1.86% 0 sf p% 2&� 3' IN GROUND WATER + 1.4 - SURVEYOR: Nathan Taft Corwin Ill WATER IN 1586 Main Road DECK: 554 5f I A5% 554 sf I.C(3% PALE BROWN FINE SAND SP .;amesport, New York 11947 UJ COVE:REL7 PORCHES: 0 sf 0% 63 sf 0.22% SEPTIC PROFILE- COMMENTS: WATER ENCOUNTERED LICENSE #50467 W STONE WALKWAYS: 588 Sf 2.05% 36cl sf 1,2a% 10,1' BELOW SURFACE, ELEV 1,4" DATED 6/18l19 = U 0 � F'AVEI7 DRIVEWAY: 2,484 sf 8.65°a O sf O%a TOTAL: 2,10I sf 1.40% 3,515 sf 12.52% ) FLOOD ZONES: _- -` --- ZONE AE: BASE FLOOD ELEVATIONS O Lu LV DETERMINED If- Z ` ZONE X* : AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL Z u / \ CHANCE FLOOD WITH AVERAGE O ♦/% \ \ DEPTH OF LESS THAN 1 FOOT OR woo DR't'WELLS FOR STORMNATEIR '� \ WITH DRAINAGE AREAS LESS ui RUNOFF (4xb) LOOP ZONE LINE \ THAN 1 SQUARE MILE; AND AREAS 0 ROPPSEP NEw \ PROTECTED BY LEVEES FROM 1% 0 WOLF / WALKWAY ANNUAL CHANCE FLOOD. RICHARI7 A. M. .JONES XISTING GARAGE TO ZO E X: AREAS DETERMINED TO BE PARGl' 6AZZA LOCATION OF EXISTING BE REMOVE© -- o I000-I03.-3-I$ SANITARY SYSTEM TO / OUTSIDE THE 0.2/a ANNUAL CHANCE FLOODPLAIN. USES PUBLIC, BE ABANDONED AND C, W � � AREA FILLED---- \ mj FLOOD ZONE LINE EW DRIVEWAY ENTRY \ELEVATIONS ARE REFERENCED Z uj !STING WOOD 04GK TO N.A.V.D. 1988 DATUM 0 E-- uw AND RAMP TO REMAIN 3 4 5 \ 8\ 9 '� 1'a 12 13 `y Q = N 76'4340" E 1 3 5.98' N 77 2 '40`'\j ! t t < _ ._ " PATH ---- --.., ` / ` w _'r.... { O :E 0 4 .` S ZZZ --- 11.4 ` �; °�, '` / 13 TRAIL \ z U i 11f. � ' � 1 f ._ JJ FLAG # I / ! ; R IN ( I W f NEW 2 A 11 I U �X� 1 j ADDITION:.... ' ANDWARD EDGE F T / �� iARAt °SLAB" --*==_==____� �+'� I X15TI N6 UTILITY POLE WETLANDS A5 LOCATED BY G. ,� ! +"f1.f" , �, \ EXPANDED ' �, 1 4 GUY WIRE I o .JUST - JMO ENVIRONMENTAL ' CONSULTING ON JUNE 14, 20111 ' 34.i, �15.0, /{ ,�RE,4 °`\. U5E5 PUBLIC WATER { } ------DRYWELLS METAL INLET �I LOOP / -� IF I. t. - Z�NE X* ( 1 { , pF"4 A 2:O o W! -� B 1, SALT MEADOW / c' / I! EXISTING { 1, `K'c$ - .. » I GRATE FOR STORMWATE;Z i FL+�OD ZONE 6 \ ( 1i .,2 STORY Y, ; .�j RUNOFF (4x8) 5EE DETAIL 1-5P FLAG #2 �lE (EL 6) C' "' 7 F . ,,. EXISTING �� X15TIN6 OVERHEAD WIRE5 1 \L0 `v�� i- ...p:.,... pU LIG-- R LINE � rn `� 12 ,_o LINE F M T A Q � -�"'- . X15TINC- WATER METER o6 Z E � E m� EXISTING L7RIVEWAY. REMOVE ASPHAL ' ( QO yy �- ` 1 Q• 34.1 nw 8 n I PROVIDE PERMEABLE GRU5HrD STONE (n <• »� P VJ t �} � 10' r" I f ; DRIVEWAY ON EX1S71NG SUB-BABE � $01:I ` \ I�1~�K'�;'; : --_ _ � � P05ED NEW SEPTIC 5Y5TEM � a - `I f FLAG 3 I -- AN co ^LLx DUT � ' � 3 � � FORA 4 BEDROOM REST DENGE � J• � � °° TEST HOLE I EL.E\f+t :3 l ':',.i, :, I'SCJO GAL SEPTIC TANS' (ST) r uj r , 1 EL + 5.5 "0: ` ' ©L, FLOOD g� , i f - s a z C91. r . ( ` \ ! ZONE X m r, y - (3� S' D I A x 4' I✓! �.CLEANOUT = w• Ix m n IGH LEAGH!NG POOL LP) a N 1 u TIEE `3�2 ' P° i - FUTURE LOCATION FOR (2) 8' DIA x ` ' W ~ HIGH LEACHING POOL (EXP) 1 SEAWARD EDGE 1'�-.., � ` t � ' \ \ FL OIL � $E E F�E a OF SALT MEADOW ZON X* ' I' FLAG #4 TEST HO # DRIVE *gin V). -- EL 11.5 ` I � ,S 7736'50" W I - 3 4 5 6 $ 36 i 10 11 1 12 l D D z (N T T �r CREEK �p EXISTING POND INYGDEC ` it El.JGENE�S L. REEl'i 1 TO REMAIN � ILOor,> ZONE LINE XISTING � APPROVED AS PER TERMS (EASTREEI�} � ROPOSE� NEi UTILITY PC>L i _ AND I�SC / w COTTAGE BU I LD I N6 ADD I T I NDATE f 'Ali � . REMAIN ANO RENOVATED PAUL ROMNELLI GARAG SHED SHED 1000-103r -5.2 PROJECT NO: USES PUBLIC TERL Caft) 1704 DR\ C) M A AWN BY. UT T �; o CHECKED BY: ; � - �UG�µESROAo r TS I ,. ,. \ X15TINS SCALE. 1 - 20 -U NEIGHSOR.ING / r m DATE: y 2/08/21 BUILDING& , ° x SCALE: ;d STRUCTURES f ti„ a �� .. ��o s 1 = 20 - 0 Mo A'e SHEET TITLE: \ SITE �M0 R SITE PLAN 3 / gTCQ EAST \ '9k CREEK SHEET NO: ALI r; SCDHS SUBMISS101m SPIN ECEIVE,D N Y E)E "'ADJACENT W RESIDENCE FIRST FLR EL 13.7 FT TEST HOLE #2 TEST HOLE #1 S CAREA NO SCALE NO SCALE ELEV. + 5. I MAR 17 2021 5 v GRADE LINE ELEVATION 11.2 FT. BY MARK McDONALD GEOSCIENCE 1.5 FT LOAM OL SCTM # 1000-103-03-5.1 LOT I'OVERAG E TABLE Q GLEAN OUT + + SOUTHOLD, NEW YORK 11971 = PROPERTY: 1750 BEEBE DRIVE JFF. CO. I-IEALTa-I SERVICES GRADE LINE ELEVATION -10.0 FT. GRADE LINE ELEVATION -10.6 FT. MEDIUM TO ADDRESS CUTCHOGUE NY 11935 O FICE OF WASTEWATER 1`4GT. SITE AREA TOTAL: 50,340 sf I' MIN. 2' MAX. TEST HOLE DATA 1/13/21, 11:45 AM 4.5 FT COARSE SAND SP 1 ' OWNER: PAUL ROMANELLI & TERRY BOYLE UPLAND SITE AREA FROM ELEV. + 11.5 WATER IN - 1750 Beebe Drive TIDAL WETLAND BOUNDARY: 28,-110 sf 1/4"/FT. 1500901 I/8"/FT. TOP OF POOL + q.2 1' DARK BROWN LOAM OL 11 FT COARSE SAND SW- UPLAND NY 11935 SEPTIC, LEACHING COMMENTS: WATER ENCOUNTERED AREA CALCULATIONS 1=0R SITE AREA VIE. +IO.01 TANK 4 BROWN SILTY SAND SM 4.5' BELOW SURFACE ELEV 1.0' IE. +q.45' �IE. +S.qS' POOL _ � SITE: 50,340 sf= 1.155 ac STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGEBOT OF POOL + 5.2 O ZONING: R-40 HOUSE: 1,2-i1 sf 4.42% 2,40cf sf 8.5�% IE. +5.57' 10.1 PALE BROWN FINE SAND SP SURVEYOR: Nathan Taft Corwin III DETACHED GARAGE, 555 sf 1.06% 0 sf O% 28, 5' IN 8' GROUND WATER + 2.2 WATER IN 1586 Main Road DECK: 554 sf 1.r-13% 554 sf I.q3% 17' PALE BROWN FINE SAND SP Jamesport, New York 11947 UJI GOYERED PORGHE5: 0 sf 090/ 63 sf 0.22% COMMENTS: WATER ENCOUNTERED LICENSE #50467 u STONE WALKWAYS: 588 sf 2.05% 36q sf 1.21961 SEPTIC PROFILE 1 0.1' BELOW SURFACE, ELEV+1.4' DATED 6/18/19 0 0 PAVED I�RI\/EWAY: 2 484 sf 8.65% 0 sf 0% (N.T.S.) _ SEASONALLY ADJUSTED HIGH WATER F- >' TOTAL: 2,-101 sf cI.40% 5,5a5 sf 12.52% CALCULATED AT 10.9' BELOW SURFACE, FLOOD ZONES: OZ �: ELEV. +2.2' _ - - - - ZONE AE: BASE FLOOD ELEVATIONS W UJ DETERMINED If-ZONE ZONE X* : AREAS OF 0.2% ANNUAL CHANCE 0 / \ FLOOD; AREAS OF 1% ANNUAL Z / CHANCE FLOOD WITH AVERAGE O cj) DRYWELL5 FOR 5TORMWATER \ \ DEPTH OF LESS THAN 1 FOOT OR -- RUNOFF (4x6) \ WITH DRAINAGE AREAS LESS � LOOP ZONE LINE \ THAN 1 SQUARE MILE; AND AREAS uj PROPOSED SILT FENCE ROP05ED NEW \ PROTECTED BY LEVEES FROM 1% a N/O/F DURING AIL 2-5UGTION WALKWAY ANNUAL CHANCE FLOOD. �[ RICHARD A. M. JONES 8 SEE DETAIL 2-5P XISTING GARAGE TO \ DARGY GAZZA � ZO E X: AREAS DETERMINED TO BE PARO 67AZ Ib LOCATION OF EXISTING BE REMOVED SANITARY SYSTEM TO OUTSIDE THE 0.2% ANNUAL 46 Wj � \ USES PUBLIC WATER BE ABANDONED AND CHANCE FLOODPLAIN. FLOOD ZONE LINE AREA FILLS EN DRIVEWAY ENTRY \ ELEVATIONS ARE REFERENCED Z Lu / TO N.A.V.D. 1988 DATUM 0 XISTING WOOD DOCK \ AND RAMP TO REMAIN 3 4 5 6� 7 8 9 10 1 1 12 13 N 7643'40" E \ I \ \ 31 .98' \ N 77'2 '40'\E I ' ` \ Q (' - - - - - - �- - --- -- -______= 119.27- ----- ]MOOSE \ > \ - O - - PATH = _- __ w TRAIL = 4x8 .11.4 �; op �•.\ / 13 \ z V I \ FLAG #1 I / �\ l I I R IN \ �� _ 2.4 uj 0 I A , �, \ 0 z 4x6 N 2 I I \ II ��` w / 'S RY I \ ANDWARD EDGE OF TIDAL p 6E SLAB 1T=== _____ \ � I XISTING UTILITY POLE \ WETLANDS AS LOCATED BY G. ` LE17+I1,Fr EXPANDf P I / 9 . I , N \ \ I / GUY Y41 RE o - JUST - JMO ENVIRONMENTAL / / 0. -�n/ , DRI V.L`WAY \ 3 I USES PUBL I G WATER CONSULTING ON DUNE 14, 201q I I ! 34.1' ,15 0' �' KkEA \\. o L D / ,4, + `° 1 ,L I N Z N X* ( 1 , i DYE A +2.0 (1' " o DRYWELL5 W/ METAL INLET SALT MEADOW 4 / / _ I `�8 �� I GRATE FOR STORMWATER 1 2 l FC. OD ZONE 0 I l� ,\ 2 STORY 6' 1 -� y �, �A\\ I RUNOFF (4x8) SEE DETAIL 1-5P FLAG #2E (EL 6) r1d 1 (I HOUSE i,a ; , d EXISTING �� XISTING OVERHEAD WIRE5 ' PU L I z 1 1C- R co � I I rn ` -' �" � � FLR ELEV +13.'1 j I + L LINE _ 12 111LINE OF LIMITED WAVE ACTION ' A ;L }" 1 p XISTING WATER METER I \10.2 I` 8'n 1 I EXISTING DRIVEWAY. REMOVE ASPHAL °� Z' PROPOSED 10 FT. WIDE NON-TURF I tEEc�V�� \ 34•1 I Q BUFFER. REPLACE EXISTING LAWN I .� US \ I 6 4. JS ' LP : PROVIDE PERMEABLE, CRUSHED STONEcn 2.8 LD - �,: fi I DRIVEWAY ON EXISTING SUB-BASE Yn 1_0 WITHIN BOUNDARY w/NATURALIZED SOVS \ L-___ __J �� 1 PROPOSED NEW SEPTIC SYSTEM J ti °a a M 0 VEGETATIVE BUFFER FLAG #3 INCLUDING 1 \ FOR A 4 BEDROOM RE51PF-NOE a dli, il I I �CF 4x8m n I I - I W J• W owBEACH GRASS TEST HOLE 4x I500 GAL SEPTIC, TANK (5T) W�P j. GLEANOUT Nr Xa o LEAN OUTm n - (5) 5' PIA x 4' HIGH LEACHING POOL I(LP) a N o TIE LINE ALONG 2r•• I I � \ � FLOOD I � I - FUTURE LOCATION FOR (2) 8' DIA x W• N = M SEAWARD EDGE � 1 .3 I / \ FL D ZONE X -xp l HIGH LEACHING POOL (EXP) ~ OF SALT MEADOW 1 / \ z0N x* / I/ B E E B E \\- _ d I- ..._._ 9 FLAG #4 # I DRIVE EXCAVATION INSPECTIC-A REQUIREO .__ crt:^^T ofC1--sngmr�>tt,!-y system m>u be in S 77'36'50" WI EL 11.5 I FOR SANITARY SYEM. ,.., ., Y HEALTH DEPARTMENT :' tre*=r �tSc 3 4 5 6 7 $ 361 \ ..�.110 - I $ ..►.,�"f? 't�"�'C'.SP"�.fJ G C* FLOOD ZON L I N 9 11 1 12 . ,,*L1FI�OI.f;COUNTY DF2'AP,34. OF 1�.AL'i?; EXISTING POND EUGENE ' S CREEK \ TO REMAIN �CJ�9 LOOP ZONE LINE XISTING t�1ST ros ArMOVA ,o^ ,1 IM.0 o-I tea A (EAST CREEK) \ �,ti�`' R0FO5F-D NEVI UTILITY POL I Lr,rMaLy - ony �� ° r� �,,° COTTAGE E3U 1 LD 1 NCB ADD 1 T 1 N ' DABL- 3011-t \ Q AMOVED ` X I ST I NCB BU I 6 TO � „ "'�' � 4� w; REMAIN AND RENOVATED ARXRES THR �FROM DATE OF APPROVAL PAUL ROM NELLI GARAG SHED SHED P 1000-103. -5.2 PROJECT NO: USES PUBLIC TER L hC A T I I'm' M A 1704 E SCALE: 1 - 2O'-O" \ DRAWN BY: UT G�tESROP� CHECKED BY: TS \ X15TING �2 �U NEIGHBORING / 0 m DATE: 2/08/21 TOP CF EXISTING &BADE � BUILDING $ m CAST IRON FRAME AND COVER TO STRUCTURES / y � SCALE: GRADE (AS REQUIRED) \ 9p� ra 1„ = 20' - Off TRAFFIC, SLAB (SEE O,p = o oose SHEET TITLE:PLANS FOR LOCATIONS) \ M s 033 Fv,Ne RWOO N AD DRAINAGE BASIN FOR \ �' / ROAD - ® ® ® ® ® ® ® ® ® / SITE a �MORY SITE d1 N B S ® ® ® ® ® ® ® SIZES SEE SITE PLANS m BBE3 ® ® ® ® ® B ST,z *410 PLAN B ® ®> B ® ® ® ® ® > WIRE FENCE YV/ �� qt EAST B B B CHI ® ® ® ® ® TO BE LL MATERIAL FILTER CLOTH F TO BE GLEAN SAND RgbF CREEK 0 B B B ® ® ® ® ® ® AND GRAVEL SURFAFILTER CE B B ® ® ® ® 29 ® E BELOW GLRADE D OTH MIN. 6° RA cE FLOY4 / QGgsyq� T�gc�q T FR . z SHEET NO: &ROUND HATER PERMANENT S1f ORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE STORM DRAINAGE RING TYPICAL SION & SEDIMENT CONTROL DETAIL NO SCALE (DWN LE REGULATOR P V LS "ADJACENTL TEST HOLE ##2 TEST HOLE #1 NYS )EC ., RE51bENGE FIRST FLR EL 13.'1 FT V GRADE LINE ELEVATION 11.2 PT. NO SCALE NO SCALE ELEV. + 5,5 SITE DATA w GLEAN OUT BY MARK McDONALD GEOSCIENCE 1.5 FT LOAM OL SCTM # 1000-103-03-5.1 TCOVERAGE T �_ A SOUTHOLD, NEW YORK 11971 PROPERTY: 1750 BEEBE DRIVE GRADE LINE ELEVATION t10.0 FT. GRADE LINE ELEVATION ±10.0 FT. MEDIUM TO ADDRESS CUTCHOGUE, NY 11935 SITE A TOTAL: �0 B 0 sf I' N. 2' MAX. TEST HOLE DATA 1/13/21, 11:45 AM q• FT COARSE SAND SP UPLAN1. SITE AF:EA FROM' ELEV. + 11.5 WATER IN OWNER: PAUL ROMANELU & TERRY BOYLE �. ,,-, , . .. . fk 1 4"/FT. a COARSE SAND SW 1750 Beebe Drive . TIDAL. ,c 1 LA�� CuN��r�.�°: -�r�, i .. 1500 gal 1/8 /FT. ' TOP OF POOL + 8.4 DARK BROWN LOAM OL 11 FT Cutcogue, NY 11935 SEPTIC COMMENTS: WATER ENCOUNTERED I I c c -�r_ - IE. +q.21' TANK LEACHING � R. Et4, " ALCULATION5 F-0, 51 ! `- fit.e..7 .:. � BROWN SILTY SAND SM 4.5' BELOW SURFACE ELEV 1.0' IE. +8.65' IE. +8.15' POOL s SITE: 50,340 Sf= 1,155C S_T_R,U_ -' !RE5 EX15TINI- FED ENTA�7E FROPO5ED PERGENTA%6E BOT OF POOL + 4.4 0 PALE BROWN FINE SAND SP ' ZONING: R-40 2�I of q-.4�?%, ._..._..._ IE• +8.0?' i- 2,401t sf 5.Bq% DETAG- ED GAiRAGE: 53)5 sf 1.E>�G6 O sf 09b 28' 3, IN 8' GROUND 1NA't1=R + 1.4 WATER IN SURVEYOR: 1586 M Taft Corwin 11! c° PALE BROWN FINE SAND SP 15$6 Main Road DECK: ��-4 sF ;. f..;v 554 sf 1.Q3�'o Jamesport, New York 11947 UJ G r^ r o; COMMENTS: WATER ENCOUNTERED LICENSE #50467 GO`fE D FOF~Gr1E5- J,1.� 63 sf 0.22% SEPTIC PROFILE 10.1' BELOW SURFACE, ELEV 1.4' DATED 6/18/19 570NE iALKWAY5: sP 2.G)5Q� 56oi sf 1.21% O sf O% (N.T.S.) �T \�\� 2,i01 sf Q.41°o 3,5G5 sf 12.52% FLOOD ZONES: ZONE AE: BASE FLOOD ELEVATIONS W DETERMINED --' ZONE X* : AREAS OF 0.2% ANNUAL CHANCE ,,. _ nT �',�sF. '1'• ,. , �, .... / `� FLOOD; AREAS OF 1% ANNUAL �` CHANCE FLOOD WITH AVERAGE DRYWELL5 FOR STORMWATER '� \ \ DEPTH OF LESS THAN 1 FOOT OR 1 RUNOFF (4x6) \ WITH DRAINAGE AREAS LESS LOOP ZONE LINE \ r ,, �� THAN 1 SQUARE MILE; AND AREAS A - \ PROTECTED BY LEVEES FROM 1% } w Wp/ ANNUAL CHANCE FLOOD. RIGHARD A. M. JONES \ ZO E X: AREAS DETERMINED TO BE 3h I� I%;.:".:.�"...A. ., .,. .: . , DARGY GAZZA _ OUTSIDE THE 0.2% ANNUAL ; (000-103r3-18 CHANCE FLOODPLAIN. U5E5 PUBLIC INATER ABANDONED 5ANITAR FLOOD Z N 5Y5TE W DRI VEYVAY ENTRY ELEVATIONS ARE REFERENCED y XISTINIS WOOD DOCK O N.A.V.D. 198$ DATUM AND RAMP TO REMAIN ` W 3 4 5 6� \ 8\ 9 10 11 12 13 � N 76'43'40" E \ ' ` 31 .98, N 77'2 '40' E MOOSE TRAIL /1T�l% 1 ! ..��jL�r`T\� w 1 r, 13 3 r o / 4x t..,....,; , r' ii ' ' ' / 1 f CZX4�/ ►v DRIVE � i •. .��. I � . 1 " f c� GARAGE AREA u ! ! X15TING UTILITY' POLE ELEV +11.?� 4` �� \ j 4 GUY WIRE „ / % / 15.0' USES PUBLIC, WATEF' ` z 11.4 + tl CONSTRUCTED � Z LNE X* / / 1 2 STORY ow� :.:�� "° „ o � �_DRYl�lELLS YV/ METAL INLET Cr ` ---5ALT MEADOW 0 �4x8 ;. ,f".£ HOUSE \ GRATE FOR 51'QRMYVATER / Z 1 I FC.!�OD ZONE M Q ' 6.6' 4 1' " '�a��1 RUNOFF (4x8) SEE DETAIL !-SP ' PE (EL 6) C�,''v •'-� SLR ELEV +13.'1 'iG� Y CS E 1 1 ;,; , EXISTING XISTIN& OVERHEAD WIRES / .. xB1G TER LINE t 1 ' 91 FX V Sr' �/ ..�,. 12 X15TING WATER METER I OLIMITED0A AGTI -+� A �' 4. ' ' j Z. 0. 34.1' co b' I 'a • ,.,D'� � �, :, ;;,;ll:'=: 3:fE' �'` ; If, LEAN .- �� NSTRUCTE SEPTIC .SYSTEM � 1.0 D �I✓}"�' 1 C ..,� • Q g etiT^i c,4",, FOR A 4 BEDROOM R.E51 DENCE I � 0 ° iV ;; 4xb I W J U a TEST HOLE I \ ,:,: ;;;: ,. 1 ::,; s�;lj; J�/ 1500 GAL SEPTIC, TANK ( ) w ? R !'!i'.1��1 ;t' ;; , I :If'I, I��I I 5T • � � � 'Q + :I :. -Vol ' El.. 5.5 i i �' ; aJy� b ' 1 - GLEANOUT W• w �`' N � (3) 8 61A x 4 H!C-�}-t LEAGH(NG POOL LP) a N ca TEE LINE ALONG I' ' / _ : ' - FUTURE LOCATION FOR (2) 5' PIA X W• N s SEAWARD EDGE � �'�.. `` w `� 1� ` ' \ FLODp 1 `` a' ' B E E B E HIGH LEACHING POOL (EXP) Q F-• U Or SALT MEADO!^, , ZONE X* '� ' •2� / / DRIVE �• ._... _ S 77 36'50" W \ EL !1.5 I 3 4 5 6 • 7 361 \ 1 FLOOD ZON I 9 10 11 1 12! EUGENE � CREED � o�� X � f !STING EA � .REEK ` UTILITY POL i y t ° COTTAGE \ \ � Q t AUG \gyp SUFF p Q pz OFFICE Cp N6Ar 3 B FAu ROM> ,NELLIE F SHED SHED0-I03 -5.2 GARAG + J EO: L � �' ��_®t' USUBLIC, P>� N M 1704 , \ _ P! DRAWN BY: S(: F� RED'. R-10-20-1965 UT SYSTEM DIMENSIONS �o� CHECKED BY: TS XISTING �Q � '��"""�`f�~f`a � DATE: NEIGHBORING , ~` 7/31/23 TOP OF EX15TI"?G CWAJE BUILDING � ' � IRON T"rZA? : AtC? COVER TO S T 2 1 ' 3 7' O m STRUCTURES ti b x SCALE: l GR r (Ar RrG um?.EDi \ ,-�4,N5iG sLAB ATI \ LP1 31 5' 52.5 o�, y x ''SHEET TITLE: F'i_..�N�a fi'OR LOCATIONS) ■ ■ � �v MOO'3�' \ LP2 4'6.5' 61 .5' rSri �A � RW°° AS-BUILT SITE " Y ® � ® � �1 - -.----�_-DRAfNACGE BA5IN FOR \ LP2 4'6.5 61 .5 , eIRO ® lam ® �1 1f 51ZE5 SEE 5ITE FLAN5 \ 0 R SITE Ai y e mm ® 1� I BACW ILL MATERIAL ~ �rF EAST R �� PLAN to z ® ® � ® � - TO BE CLEAN SAND \ / p �A CREEK Q O ® I R 53 ® El E_i Cx'+ Hi F" �� AND GRAVEL.. ' SHEET NO: GROUNL �IATER i PERMANENT TORM WATER RUNOFF CONTROL °.''EAR'#I. R.P. 1 STORI'� DRAINAGE RING, TYPICk.... NO SCALE A A ECUL TUKY AP'h *V*` R0% L' NYS')EC"ADJACENT AREA'" -IZZN tL'EFIRAT PLR EL 13,7PT 7E T HO :2 T M01E 1 _ - SITE DATA ' -aRAve uNe elEJAnoN110 M. BY NA KMObONAIb GEOStIENCE it-2- Ma s.t : LOT COVERAGE TABLE_' `�""°� sourxaD;xEw Yc:x++3T+ ° RUG P ORNE ORACP.LIMA O ATIOH44 PT. -F 11i 1 LIN9 el.N/AtIOH_IOQ FT. �„-p1UM TO 2 E RNY WF 93S SITE A-EA TOTAL, 50,S lO of I'.4 Z'HAK TEST HOLE DATA H1t'31,11:45 AAE C'�},WSE SAND BP pmm. PAUL ROMANELU&TERRY ADYLE Uf'LANC.517E AREA?'d2bN ..t14 WATEti IN' 1760 Boob.OHvo TIDAL.ZrLAND BOOMARY: 2&.110 OP IlCO 5n1 'NT T 40.V36E SANG BW Cu+.h.la",NY 11936 AREA,l ALOULATIOt-li FOR 517E AREA BROWN -41"!^RAND COIdN,M&WATERENCOUNTEREO 0 Ie 1.165x 1.3i' TAIB: �flM016 BM 4.0`9SL SURFACE,ELEVt 5TR00-I,R,€5 1.15TINS FMCENTASE1�gpp+p5ED P€RGENTA6E IP AS E•8.H'.: P •4 - 7�$� .HOUSE 71 of 4.42% �3,4p 4 ] O.S9% 1E..0d1' PALE DROwn FINE SAND SP �JS-$.JdY PETAL•ED GARASE, 535 OF LBO% 0 01 0% y N '� WATER tN In A.30AYIn III PECK, S5411 1.95% 554e 1.93% �yy PALE DR PRIESAND 8P ®�� T��,(lF�" &.fii'11941 W 3G COVER YI'FOROHES, O Of O%, bg 0, + 0.22% a}r?' TIC PROFILE - COMNeNrs:WArEli sr+aOUNTEREO :�` .-�.f`t'J Q. STONE VALKWAT5, 5"nP 2A5% SEA OF I 129% `- +O.t•SE1.OW 8URFACC.ELEV IA' - DATED&18H9 PAVED. I - o% T,sL> z° TOTAL - ,701 of '9, 5 1 L^57% - �• - ZONE ZONES: ' IQNE AE: BASE FLOOD ELEVATIONS W W 'DETERMINED' ZONE X': AREAS OF 0.2%ANNUAL CWA:CE FLOOD:AREAS OF I%ANNUAL, ., tntn,•N�:r.:iTn / 'I ` \\ CHANCE ROOP WITH AVERAGE ' ...F,r+m of R`sTx,J�rno xot,T ron _ 'J �y Ly 9t q�y / \ DEPTH OF,LESS THANIFOOT OA F`4F�:a:sc,t a.r;>r¢a•cc•,.t // ��,� - m1u*T'(4.n) / \ WITH DRAINAGE AREAS LESS W �fdAil Il..:LL_�s.ne.»o.R•sO-tRL fi �IWW - / Za12 L't8 \ THAN 1 SQUARE MILES ND FRgfF 1% /�/ ;u„�.,.I.:r�,ro1-:,-rh-,•i:Axv,Ar.:_.r. I Na? / \ .AN UAL CHANCED BY LEVEES FRb➢d 1% 444 _ *srt'<:i+:r,:;,e.�rpi-.z^:.s.rsie•�:.r RIGKI,m AH.t9N>JI - AREAS DETERMINED -a-vp: rr•.iaa.een+�ary_ects r� r CARGY OA[UA AREAS DETERMINED TO BE - OUTSIDETHE02T.ANNUAL J •�Jy`^^-i TA• WJ,3 R18LIG F1:TL AOAtbZOt¢D 44NIT \CHANCE Fl00DPLAIN. W LRIVFYNT ENTRY \ELEVATIONS988DAT ERENCEO �� N \ - / 7\NA.VD_198_B DATUM z N,.,•rr..a.a.......r Gp _ (t 7B'43'a0'E I 1 /` \- \ 1 �N9.17' -- r MOOSE \ r — — - 1 T" \ ....... =� s ++ } TRAILAIL 0. \ / \ p:4 � � • I ` j �/ ! //Y ' .- ,.S.W.�BE i As - "''�,�.`Y \`; �It � 4nNs un!ITT Pole \ \ \ AIL RLDOD/ h` CONSTRUCTED DRYreLLs W/F2TA:,SET I 1 I 1b1�X• { 2 STORY ` - ,yy, sAe r ranvcry t ! L .i HOUSE \ nRAre POR sToarxATce ZZ .tl14Sr- or AaAl .,ry.. - t5Tlk6 WA7Ee M:T£R { 1 I i \\\ 'b't,EL 9 — /' \' - ! i - FOR A.D'EDeD.a'em._.VICE e T 1bLO K -i900 6AL SG T(c TMr.'MT) g 7 ran,Re LvcA^m Poe nt s'v,A.t• #w. S `- i / \ P \ ` O / lil NISN EA�NI a Pool a wi a�• € qP E,ALr Ne.Dow BEEBE §� - - -- - .2:f \ �" ! /- - �. \ - zve�x• �I- DRIVE _ / _ m m• 1- s na0•E0'w r' —�+w...� � i iEIA EUGENE'3 CREEK (EAST ''REEK) unuxpa = L -S ET �LAN rlw AS 1"= n.S A .PvW LOG.4 T%IONOFFlCFtpgOA nFf iFRU CE J r,:Nn.D,: R' NIAD WN BY: 1704 SCDHS REF.#R-11In^c0-1966 \ S `fEM DIMENSIONS TCPdaRnT,w _ \ - SnrKs' ` TE: wru, A B 7131J23 w nw .ec�CO° O \ EaKnnEs S'`)' 21' 317�' / ~`� /\'S C' `t^.2D'-D" 31.$' 52. ' / SHEET TITLE: 46.$'.' 61.6' //. v AS•BUILT •T3 Ei FT®�PLt m 13 TL 2 �A�,:an n t.,.a;� \ Ok 46:5', 61:6' /' �� ° 1 ' °.�' SITE �03 E;E§,h'+(3I®® -^ia9 s�vte*that! \ / ,/m E.F3 ED m®13 18 I3 63 1 9 0 BED —E1 �•�,ypy, \ �' z - � PLAN El ET ET E0 E;t ' PERMAN;NT 1 TOW WATER ROSCFF CONTROL MEASURE t DRAINAa6 M-40 TYPICAL- lb - a g REGULATORY APPROVALS Generated by REScheck-Web Software Compliance Certificate Project Addition to the RONIANELLI RESIDENCE Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 0 deg. from North Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1750 Beebe Drive Paul Romanelli Tom Samuels Cutchogue, NY 11935 1750 Beebe Drive Samuels and Steelman Architect Cutchogue, NY 11935 25235 Main Rd 631 774 5111 Cutchogue, NY 11935-1288 Paul@suffolksecurity.com 631 734 6405 Tom@samuelsandsteelmarn.com Compliance: Passes using UA trade-off Compliance: 18.1%Better Than Code Maximum UA: 249 Your UA: 204 Maximum SHGC: 0.40 Your SHGC: 0.33 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. -Factor UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 555 57.0 7.0 0.021 12 Wall 1:Wood Frame, 16" o.c. 448 19.0 5.0 0.045 15 Orientation: Right side Door 1: Solid Door(under 50%glazing) 20 0.430 9 Orientation: Right side Window 1:Wood Frame 10 0.300 3 SHGC: 0.33 Orientation: Right side Window 2: Wood Frame 10 0.300 3 SHGC: 0.33 Orientation: Right side Window 3:Wood Frame 10 0.300 3 SHGC: 0.33 Orientation: Right side Window 4:Wood Frame 10 0.300 3 SHGC: 0.33 Orientation: Right side Window 5: Wood Frame 10 0.300 3 SHGC: 0.33 Orientation: Right side Window 6:Wood Frame 7 0.300 2 SHGC: 0.33 Orientation: Right side Project Title: Addition to the ROMANELLI RESIDENCE Report date: 06/15/21 Data filename: Page 1 of 2 Gross Area Cavity Cont. Perimeter Window 7: Wood Frame 44 0.300 13 SHGC: 0.33 Orientation: Right side Wall 2:Wood Frame, 16" o.c. 385 19.0 5.0 0.045 16 Orientation: Back Door 2: Solid Door(under 50%glazing) 20 0.420 8 Orientation: Back Wall 3:Wood Frame, 16"o.c. 387 19.0 5.0 0.045 13 Orientation: Left side Window 10:Wood Frame 6 0.300 2 SHGC: 0.33 Orientation: Left side Window 11:Wood Frame 6 0.300 2 SHGC: 0.33 Orientation: Left side Window 8: Wood Frame 44 0.300 13 SHGC: 0.33 Orientation: Left side Window 9:Wood Frame 44 0.300 13 SHGC: 0.33 Orientation: Left side Floor: Slab-On-Grade(Heated) 91 15.0 0.440 40 Insulation depth: 2.0' Basement 1: Solid Concrete or Masonry 194 15.0 9.0 0.040 7 Orientation: Right side Wall height: 7.0' Depth below grade: 5.0' Insulation depth: 7.0' Window 12:Wood Frame 7 0.300 2 SHGC: 0.33 Orientation: Right side Basement 2: Solid Concrete or Masonry 167 15.0 9.0 0.040 7 Orientation: Front Wall height: 7.0' Depth below grade:5.0' Insulation depth: 7.0' Basement 3: Solid Concrete or Masonry 167 15.0 9.0 0.040 5 Orientation: Front Wall height: 7.0' Depth below grade:5.0' Insulation depth: 7.0' Window 13:Wood Frame 33 0.300 10 SHGC: 0.33 Orientation: Front Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. T&L9d"u&' k 0 c �A Name-Title Signature Date Project Title: Addition to the ROMANELLI RESIDENCE Report date: 06/15/21 Data filename: Page 2 of 2 i OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: B.P.# WITHOUT CERTIFICATE FEE s/,?aBY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE CC,,MPL`( WITH ALL CODES OF 2. ROUGH - FRAMING & PLUMBING NEW YORK STATE & TOWN CODES 3. INSULATION AS REQUIRED AND CONDITIONS OF 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. SOUTHOLD TOWN ZBA ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN PLANNING BOARD REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN TRUSTEES DESIGN OR CONSTRUCTION ERRORS. 2 XWD N.Y.S.DEC Fire separation RETAIN STORM WATER RUNOFF required as per li1YS Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ` gER CERTIFICATION PLUM ENT BEFORE TRUSS PLACARDING REQUIRED ON L \ EAD CONTENT PANCY CERTIFICATE OF OCCU USED IN WATER SOLDER ae mmmmmmm mumm SUPPLY SYSTEM CANNOT F 1% LEAD• EXCEED 211 All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of t`ne Town Code ALL PLUMBING 4,TES& Must provide Manuals I ES !��; .. LINTING;BEFORE 00:_El-;IJV�, D,J and S as per NYS Energy Code Blower door and ductwork testing required. E CALCULATIONS ,� I t5 I NULL 41 '- -•--' DRAINAGE NYSDEC ADJACENT AREA TOWN OF SOUTHOLD BUILDABLE LAND NO SCALE ELEV. + 5.5 1/26121 AREA OF RESIDENCE DW-A LOT COVERAGE TABLE SITE DATA 13/1/21 for Trustees DRY WELL AREA x RAINFALL x RUNOFF FACTOR LOT COVERAGE TABLE 1.5 FT LOAM OL SCTM # 1000-103-03-5.1 "-`' • --,r, ,. •--_ - (DW-A) 1,158 5F x (2/12 FT) x 1.0 = IqO CU. FT. MEDIUM TO - \:fpl USE: (1) 8' DIAMETER x 4' HIGH POOL SITE AREA TOTAL: 50,340 sf 4.5 FT COARSE SAND SP PROPERTY: 1750 BEEBE DRIVE ' �7\l.''l.`.:�i V L. 1 (1) 8' X 4' STORM DRAIN RING = 168A CU. FT. SITE AREA TOTAL: 50,540 sf USE: (1) 6' DIAMETER x 4' HIGH POOL UPLAND SITE AREA FROM WATER IN ADDRESS CUTCHOGUE, NY 11935 t (1) 6' X 4' 5TOS,M DRAIN RING = Sq.3 CU. FT. TIDAL WETLAND BOUNDARY: 28,710 sf SITE AREA UPLAND FROM OWNER: PAUL ROMANELLI & TERRY BOYLE ALM 1 6 PROVIDED REQUIRED TIDAL WETLAND BOUNDARY: 25,-110 of 11 FT COARSE SAND SW 2021 1750 Beebe Drive COMMENTS: WATER ENCOUNTERED Cutchogue, NY 11935 258.2 GU. FT. > I110 GU. FT. 4.5' BELOW SURFACE ELEV 1.0' AREA OF RESIDENCE (DW.B) AREA CALCULATIONS FOR SITE AREA AREA CALCULATIONS POR SITE AREA STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE SITE: DRY WELL AREA x RAINFALL x RUNOFF FACTOR STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE 50,340 sf= 1.155 ac (DIN-5) 1,5gI SF x (2/12 FT) x 1.0 = 232 CU. FT. HOUSE: 1,2-71 sf 4.42% 2,401 of 5.5q% HOUSE: 12-71 sf 4.42% 2 40cl of 53cl% ZONING: R-40 USE: (1) 8' DIAMETER x 4' HIGH POOL DETACHED GARAGE: 555 of 1.56% O sf O% GARAGE: 555 5f 1.569101 0 of 0901 SURVEYOR: Nathan Taft Corwin III (1) 8' X 4' STO1 IM DRAIN RING = 165A GU. FT. o 0 1586 Main Road USE: (2) 6' DI/METER x 4' HIGH POOL DECK: 54 S l.q3/o 554 Sf I.�f 3/ o (2) 6' X 4' STORM DRAIN RING = 118b GU. FT. COVERED PORCHES: 0 Sf 0% 63 Sf 0.22% DECK: 554 Sf I.cf3/0 554 Sf I.C15% James port, New York 11947 COVERED PORCHES: O sf O% 63 sf O 22% p PROVIDED REQUIRED STONE WALKWAYS: 55a Sf 2.05% 56q Sf 1.21 % o LICENSE #50467 TOTAL: 2,360 sf 8.21/ 3,026 sf 10.54% DATED 6/18/19 W � 34"I.5 GU. FT. > 232 GU. FT. PAVED DRIVEWAY: 2,484 sf 8.65% O sf O% � � AREA OF DRIVEWAY D( W-C) TOTAL: 2,101 5f cf.40% 3,50i5 sf 12.52% DRYWELL5 FOR 5TORMWATER = O DRY WELL AREA x RAINFALL x RUNOFF FACTOR RUNOFF (4x6) SEE DETAIL I-SP LOOD ZONE LINE 0 FLOOD ZONES: (DW-0) 2,555 SF x (2/12 FT) x 0.-1 = 2qq GU. FT. USE: (2) 8' DIAMETER x 4' HIGH POOL ROP05ED NEW ZONE AE: BASE FLOOD ELEVATIONS (2) 8' X 4' STOfZM DRAIN RING = 337.8 GU. FT. N/O/F PROPOSED SILT FENCE WALKWAY PROVIDED REQUIRED RIGHARD A. M. JONES 4 DURING CONSTRUCTION DETERMINED 0 Uj W 55-1.5 CU. FT. > 2qq CU. FT. DARCY GAZZA SEE DETAIL 2-SP XISTING GARAGE TO ZONE X* : AREAS OF 0.2% ANNUAL CHANCE 1000-103.-3-18 LOCATION OF EXISTING BE REMOVED -- FLOOD; AREAS OF 1% ANNUAL U) Z XISTING BELGIAN STABILIZED CONSTRUCTION USES PUBLIC, WATER SANITARY 5Y CHANCE FLOOD WITH AVERAGE 5TEM TO BLOCK CURB ENTRANCE SEE DETAIL 3-SP Z BE ABANDONED AND DEPTH OF LESS THAN 1 FOOT OR FLOOD ZONE LINE AREA FILLED f-NEN BELGIA EN DRIVEWAY ENTRY O WITH DRAINAGE AREAS LESS 0 X15TIN5 WOOD DOCK \ BLOCK CURB ROP05ED SILT FENCE THAN 1 SQUARE MILE;; AND AREAS AND RAMP TO REMAIN 3 4 5 6 7 8 DURING CONSTRUCTION PROTECTED BY LEVEES FROM 1% I \ \ 9 10 11 12 13 �� SEE DETAIL 2-5P ANNUAL CHANCE FLOOD. N 7643'40" E 315.98' 77 2 '40'\E I I 1119.27' 1 - -\ MOOSE ZONE X: AREAS DETERMINED TO BE Q - - .-_ - = y OUTSIDE THE 0.2% ANNUAL e� - - _ - PATH _ 3 C7 Xb 1 �� .a 13 TRAIL CHANCE FLOODPLAIN. Og 1_0 all, T,y� 118-7 ETLANDS �ETBA \ Cl rn 4x8 11.4 FLAG #� I I 1 ;j_ , F ELEVATIONS ARE REFERENCED cn ,= DGE OF I NEW 2 R IN `� '�_ TO N.A.V.D. 1988 DATUM Z z I EXISTING / 4xb / / STORY I , �` ��-_ < '��, I Q LAWN ADDITION I �+ LANDWARD EDGE OF TIDAL 11. - 0� % XISTING UTILITY POLE I LGARAGE 5LAB - W 1,II WETLAND5 A5 LOCATED BY G. I /� / ��+R.?t'- E ANDE`D' ¢�Qi a o - JUST - JMO ENVIRONMENTALDRIV.1=`WAY `` \` ` % v 4 GUY WIRE CONSULTING ON JUNE 14, 201g I I 34.1 - 5 / \` .� o EW BELGIAN BLOCK CURB > N LC Z N O ;E 0 X* / / �,1 DW A +,2.0 1 ;, o I DRYWELL5 W/ METAL INLET = ,� SALT MEADOWS 1 z r" _„/7 EXISTING , M� I GRATE FOR 5TORMWATER V 2• I FL OD ZONE ht OO ; I I� 2 STORY ` 6' �� , �� m_/j RUNOFF (4x8) SEE DETAIL I-5P W I' FLAG #2E (EL 6) r_1d 1 01 HOUSE_ w - � z PUBL I XISTING BELGIAN TIE LINE ALON6t9 I I rn 1 -'� �--/ FL R ELEV +I31 1 1 . R L NE _ BLOCK CURB V SEAWARD EDGE LINE OF LIMITED WAVE ACTION I b 1 1'• / 12 XISTING WATER METER OF SALT MEADOI�'_ I I S A �. I o \ j \10.2 34.1' 6 6 C)ST' 1 XfSTfNG OVERHEAD WIRES PROPOSED 10 FT. WIDE NON-TURF �E�S \ \ III 11.1 �C L � - , BUFFER. REPLACE EXISTING LAWN I D T US I _ _ \\\ ��^` I EXISTING DRIVEWAY. REMOVE ASPHALT. 2.8 1. D4X ( I O / _ PROVIDE PERMEABLE CRUSHED STONE WITHIN BOUNDARY W/NATURALIZED U� L____ 1_0 ,111, VEGETATIVE BUFFER, INCLUDING FLAG #3 SO \ , _ - J o I I DRIVEWAY ON EXISTING SUB-BASE BEACH GRA55 I I TEST HOLE 4xb L� � ROP05ED NEW 5EPTIG SYSTEM I EL + 5.5 I II \NF OD FLOOD ( LF S I FOR A 4 BEDROOM RESIDENCE 87`3\ 1�- `11i� E06E OG I PO /NF ZONE X _ 1500 GAL 5EPTIG TANK (ST) GLEANOUT LAWN / 0 ( x�j FR 1-BACK o j I - (5) 8' DIA x W HIGH LEACHING POOL (LP) 1_3 I / FL D M N v v : B E E B E - FUTURE LOCATION FOR (2) 8' DIA x 4' �\ FLAG #4-. ZON X HIGH LEACHING POOL (EXP) 05 Z' 2- / / 0 � rn - DRIVE S 77 36'50" W - - ' - I Q 3 4 5 6/ 361. 8' \ I I # -I o FLOOD ZONE LINE 8 9 10 11 1 12I TEST HOLE 2 I o o ,� EXISTING POND I EL + 11.5 W -J 0 E U G E N E S CREEK PROPOSED SILT FENC, TO REMAIN LOOD ZONE LINE • = a Z u DURING CONSTRUCTION X15TING I W• X L C (EAST CREEK) SEE DETAIL 2-5P ROFOSED NEW UTILITY POL j W. a N r COTTAGE 51J I LD 1 NCG ADD I T I N a � XISTING BUI TO m m cn U) XISTING o m P L SECONDARY y REMAIN AND RENOVATED NEIGHBORING 51TE 9P�o yi ENTRY0 SCALE: 1 r� = 20'-011 PAUL ROMANELLI �tim M°°Se TRpA 1000-103.-3-5.2 GARAGE SHED SHED U5E5 PUBLIC WATER �� F - N RWoo _ 50' MIN COMMERCIAL SITE O M°RV A CJ�rtF o�A 80' MIN REIDENTIAL A �ROpD O`'I`F'V c• STABILIZED CONSTRUCTION ENTRANCE NOTES. EXISTING _o EXISTING <<�ATFR EAST ° t4 co pD PAVEMENT XIS I TEST HOLE #2 AVF CREEK GROUND T NG 1. Stone size -use 2 inch stone, or reclaimed or recycled $ NEIGHBORING NO SCALE concrete equivalent, / BUILDING NCE STRUGTUREs BY MARK McDONALD GEOSCIE F qL NEW YORK 11971 2. Length - not less than 50 feet(except on a single residence lot where 30 -�� SOUTHOLD, foot minimum length would apply). �� TEST HOLE DATA 1/13/21, 11:45 AM DRAINAGE CALCULATIONS PROJECT NO: 1704 �7FILTER MOUNTABLE BERM 3. Thickness - not less, than six(6) inches. 2" STONE OR CLOTH (OPTIONAL) HIGH TIDE THAT DAY: 11:33 AM DRAWN BY: - RECYCLED CONCRETE PROFILE DRY WELL AREA x RAINFALL x RUNOFF FACTOR UT 4. Width -twelve (12) foot minimum, but not less than the full width at points ELEV. + 11.5 /�c�AVOF F IDC�NIQE�®VV-Ax) 1.0 = IQO CU. FT. CHECKED BY: where ingress or egress occurs. Twenty-four(24)foot if single entrance to 1 USE: (1) 8' DIAMETER x 4' HIGH POOL site. 1 DARK BROWN LOAM OL (1) 8' X 4' 5TORM DRAIN RING = 165A GUI. FT. TS 50' MIN COMMERCIAL TOP OF EXISTING GRADE 4' BROWN SILTY SAND SM USE: (1) 6 DIAMETER x 4' HIGH POOL DATE: 5. Geotextile -will be placed over the entire area prior to placing of stone. 30' MIN REIDENTIAL CAST IRON FRAME AND COVER TO - (1) 6 X 4'PRO 5T EDM DRAIN RING--Q8gR.53DCU. FT. 11/17/20 GRADE (A5 REQUIRED) 10.1' PALE BROWN FINE SAND SP O 258.2 CU. FT. > IcIO CU. FT. SCALE: 6. Surface water-all surface water flowing or diverted toward construction TRAFFIC, SLAB (SEE AREA OF RESIDENCE DW-B 1" = 20' - 0" entrances shall be piped beneath the entrance. if piping is impractical, a PLANS FOR LOCATIONS) WATER IN ( ) mountable berm with 5:1 slopes will be permitted. "' O 17' PALE BROWN FINE SAND SP DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET TITLE: 1,5411 SF x (2/12 FT) x 1.0 = 232 CU. FT. 7. Maintenance -the entrance shall be maintained in a condition which will COMMENTS: WATER ENCOUNTERED USE: (1) 8' DIAMETER x 4' HIGH POOL prevent tracking or Flowing of sediment onto public rights-of-way, all Z - (1) 8 X 4 STORM DRAIN RING = 168.q GU. FT. sediment spilled, dropped, washed or tracked onto public rights-of-way s p DRAINAGE BASIN FOR 10.1 BELOW SURFACE ELEV 1.4 <' ® ® ® ® ® ® ® ® ® USE: (2) 6 DIAMETER x 4' HIGH POOL® ® ® ® ® ® ® ® ® (2) V X 4' STORM DRAIN RING = 1'186. CU. FT. SITE must be removed immediately. SIZES SEE SITE PLANS:.'Y >A ` . : • Ij1 , o EXISTING ? PROVIDED REQUIRED z a ® ® ® ® ® ® ® l� ® WIRE FENCE W/ 34'7.5 CU. FT. > 232 CU. FT. PLAN 8. When washing is required, it shall be done on an area stabilized with GROUND "';' t ,. • 4 . 0- BACKFILL MATERIAL stone and which drains into an approved sediment trapping device. `. .;? '<` ,'• :, d p ® '® ® ® ® ® R E S TO BE GLEAN SAND FILTER CLOTH _ pp pp g : : : Z ® I® ® I� ® E ®3 AND GRAVEL FILTER CLOTH MIN. b° SURFACE .:Y J... . •. ,•,.. y.. EI I® IS ® I� ® I� I� ® DRAINAGE �- BELow GRADE FLOW AREA OF DRIVEWAY DW-C 9. Periodic inspection ;and needed maintenance shall be provided after each N - ( ) rain. • �:, X - z \ DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET NO: 12 MIN. OR MATCH k W GROUND WATER. �� (DW-G) 2555 SF x (2/12 FT.) x 0.1 = 2qq UU. FT. ADJACENT ROAD WIDTH USE: (2) 8' DIAMETER x 4' HIGH Pool PLAN PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE (2) 8' X 4' STORM DRAIN RING = 33-7.8 CU. FT. STORM DRAINAGE RING TYPICAL ER��lON & SEDIMENT CONTROLDETAIL 33O8 CU. T. > 2qq GUI• FT.BILIZED CONSTRUCTION ENTRANCE NOSCALE N 3 NO SCALE 10' MIN REGULATORY ® LS WIND-BORNE: DEBRIS PROTECTION FOR OPENINGS STRUCTURAL REVIEW BY SEEVVE MARESCA, PE FOR WALL OP�r�I NG PROT�GT I ON O�120 MPH �-S�GOND W i ND GUSTS i 88-�01 � /YTS-T} M¢,01�TAUK H I GHY�IAY, f��MPTON BAYS, NY I I�f 4�O ( MAXIMUM MEAN ROOD H�I GHT: ��) SIMPSON LSTA - 20 GAGE PHONE`4� �CJ5 I 12 V �4a0 RIDGE STRAP - ALL ROOF RAFTERS ° a 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY r IN VIEH OF 5TRAP. CLASSIFICATION DESIGN CRITERIA : I . - ICE SHIELD UNDERLAYMENT SINGLE FAMILY ASSEMBLY RESIDENTIAL- 24" FROM EDES " UTTER DE51 GN IN ACCORDANCE W I TH AMER I CAN N.T.S. oil' ° - FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 4'0 WIDE SPAN I \ CONSTRUOTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRESCRIPTIVE METHOD � O (OVERLAP AROUND OPENINGS 4") I ALTERNATE POSITION OF i " ASSEMBLY: I I I HURRICANE H3CLIP USE 35 -O MAXIMUM GROUND 5NOW LOAD - 45 PSF. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSF. L.L. #IOx3" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 PSF. L.L. W WOOD SCREW 0) 16" O.G. SIMPSON H2 HURRICANE BEDROOMS - 50 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° CLIP NAILED. FROM ' Z #10 TEE NUTS ATTACHED TO BLDG. w/ #I0xI-I/2 ( W/ WASHERS) I 1 RAFTER TO STUD. - WIND SPEED - 150 MPH MACHINE BOLT @ 12" O.G. . I 5Bd NAILS RAFTERS EACH END 5EI5MI0 DE516N CATEGORY - B WEATHERING - SEVERE APA RATED PLYWOOD TO i I EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 56 PLATE. NAILS a 4" O.G. AT - I EXTEROR ED6E OF ALL TERMITE - MODERATE TO HEAVY s TYPE OF CONSTRUCTION DECAY - 5LIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES CONSTRUCTION II 1 1� ULTIPLE SECTION ASSEMBLY: 1 I 1/4" THICK BOLTS ® 2' 00 � , 11 GENERAL NOTES I't ° 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I p I I I 1 I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE W 1 I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN 0Id" I� ,�- BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY SIMPSON MST2"i O I MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. 1 1 i 1 I i 1 1 11/2" WIDE - :20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL METAL STRAP @45" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. U 1� I It I-f 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I'- SHUTTER ASSEMBLY I I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 1 I I I I 2 x 6 0161, O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE (� N.T.S. I 1 I I 1 I 5. BRIDGING TO BE PROVIDED FOR ALL J015TS AND GOAT EPDXY PAINT. ALL FA5TENER5 TO BE A5TM FOR PANEL 5PAN5:4' OR WIDER SPAN ( I I FLOOR BEAMS. 5PAGING NOT TO EXCEED 5.0 FT. A-325 BOLTS, 3/4" DIAMETER. 25/B6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP APA AROSPAUND OPENI 48/24 SHEATHING GRADE PLYWOOD I I VERIFIED BY GONTRAGTOR(S) PRIOR TO START of „ I I INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) wRAP + NAIL STRAP 2x4 STRONG-BACKS a 24" oC 101 1.,L- AROUND SILL PLATE 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. I 1 I 1 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL Icl. DO NOT BAGKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: 51M'('SON MST2? BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I I I). PREASSEMBLE PL'r'WOOD TO 2x4'5: # lOx3" (w/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 EASE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT I METAL STRAP c48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @) 12" O.G. I,{ ' CONCRETE 5LA55 TO BE COMPACTED TO Q59S 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ •,; NAIL SHEATHING TO SILL PLATE AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR -` 8d NAILS ® 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z . ti #lOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW ® I6" O.G. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQU I RED I N EACH BEDROOM AND Q `O 2 - #5 REBAR :� r<. r. v ALTERNATIVE FASTE1�lER FOR SHUTTER TO BUILDING: :��,:;:;%';.�; 2 ;x 6 SILL PLATE SUPPORTED BY DOUBLE UPRIGHTS Q.O FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ti tI =`°��}.'n°.�. AGQ TREATED' NEW YORK STATE BUILDING CODE. J Y " #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxl-1/2 ( W/ WASHERS) MACHINE BOLT ® 12 O.G. " Y , ;s BY TRIPLE UPRIGHTS. ALL HEADERS TO BE a M SEE FOUNDATION DWG. ?ti' ';% v�O O i:::;..;,. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. �- FOR DESIGN. ;.7, }.,.,., 5/8 x 12 A.B. @48 oG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO X w/ FENDER WASHER. 8. PROVIDE FIRE5TOPPING AT ALL LEVEL W J •_ z u. ::;i;,�:f;i, AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRE5 THAT ALL SLEEPING ROOMS IN THE =11 w .0 W �i. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 4 a N �c PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • N 0 ,4 IN ACCORDANCE WITH LARGE M1551LE TEST OF _ 25. THE NY5 CODES AL50 APPLY TO ACCESSORY CONTRACTOR MAY USES WOOD 5TRUGTURAL PANELS AND DECKS ETC.. Q PANELS TO BE PRECUT TO FIOT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION IN LIEU OF THE AE30VE MENTINED AINDONS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. c HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS To BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE MAINTAINED ON SIT HEADER + SILL PLATE. SHALL COMPLY W/NYSBC CHAPTER #2504.1 f.6 FOR THE INSPECTION OR SUPERVISION OF TH15 CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS Oil EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. n Iu NAILING SCHEDULE FRAMING NOTES ; , ; ' TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGE5 AND 6 d @ 12" ox.. o BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h MIN. THIGKNE55 OR A5 NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1704 J4 j ch cl RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. 0 (,10 0 CEILING JOI5T/rOF PLATE 4-5d (TOE NAILED) 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-IOd (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TEGO" OR APPROVED EQUAL. FOR CHECKED BY: 6ABI_E ROol=s " BLOGKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS �- 4. ALL HEADERS 6 -O AND OVEIR SHALL BE SUPPORTED o Flo RIM BOARD/RAFTER 4-16d (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, Q-O AND OVER WITH CONNECTIONS. 3/25/21 TOP PLATE AT INTERSECTIONS 4-16d (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a v STUD/STUD 2-I6d (FACE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER Ibd (FACE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS _ AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDER5 AND SHEET TITLE: TOP or BOTTOM PLATE/STUD 3 Ibd (END NAILED) 100 O <,45 O _ (D 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3 Ibd (PAGE NAILED) CIRCULATION IN ROOFS. v JOIST/SILL, TOP PLATE or GIRDER 4-5d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-IOd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4 GABLE ROOFS BLOCK I NG/JOIST 2-I Od (TOE NAILED) NOTES & BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR L o o '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL O O 10 < v �45 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF to < o �3o LEDGER STRIP/BEAM 4-Ibd (PAGE NAILED)E NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. „ BAND �OIST/DJO SRT�EAM 3-16d (E�D NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS a 4' O.G. RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIF ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. too< v �30 O PLYWOOD ROOF DECKING Sd @4" O.G. EDGES, @8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @) 12" O.G.. SHEET NO: STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE 13d NAILS c 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ®8" O.G. FIELD cl. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN H16H PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, ®121" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE C O M 12 O N E N T AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. BID & PERMIT SET 8" 7 ,� ?. ''`• POURED CONCRETE `� LINTEL AT FOUNDATION iLu EXISTING ADDITION I ? :;:ti WINDOWS I Y ,. 1:. 4 1 #S REBAR ''•'" ' WINDOW E50APE WELL, BUILT OF (6x6 TR. LLI WD. TIMBERS, FROM b" BELOW WINDOW Z SILL TO GRADE, w/TIMBER STEPS 8" U` ETAIL ar" EmCmiluolo" N ® m (2) xb UP SCALE: V = 1' -0" ui mum �l 1-1/2" TJI 230 cl-1/2" TJI/250®Ib" F.J SEE ETAIL r� WALLO. SEE EDGE OF GONG. I SECTION I-I EXISTING UNEXGAVATED HAUNGOMMODATE STEP S ' GE to DONSFOOTING BELOW LEVM STING ADJACENT �• REMOVE EXISTING PLU ING FOOT DETAIL SECTION FIXTURES 4 SUMP. ABA DONuj WASTE LINES AND PATG RECEM T TO I r. GONG. SLAB 11 _411 50" ABOVE SLAB I I I W EXISTING FOUNDATION TO REMAIN REMOVE EXISTING STAIR m NEW COMPLETE. INFILL OPENING = 0 RE RED I ON t I 0 w/NEW FRAMING TO MA H O to I I = �0 00 t EMBED REBAR 4" INTO EXISTING I (o 4" THK OURED ONGRE SLAB, FOOTING. GROUT SOLID EXISTING BEAM REI RGED w/ xb, W4. W4.0. I y II/127 I I 0 PROVID SLAB I SULATION PER SPECS I I s •,: k #4 REBA?@24" o% I `\ DETAIL - ------ -- STO� GE NEw -- -------- � U - IL — SE TI LUSH UNIT REMOVE EXISTING �� II '1'-IY2" I IB'-Sy2" � :;,.:d.. , • , � I I WINDOW � INFILL +•• . OPENING ? (2)11 2" V U HOT ® _\\ I I - ] .,i r •;.jw` WATER ,\ ------ _ -� I L S " FJ /----- I 'kv L J I F4i1 s .t x `ry 11 — - 5-1/2' O/D PIPE COL W/56'x5b"xl2' - 1 `;;.1�:. . .• {'• ;''•�:��,; , g. ,;.�';• ,r � �`-�----- - _ ,='=�('1 I,-�II II I � ____ ,,% �' ;'�I II 'N' i — F TC.,I w/(5)#4 REBAR IIi EA. WGiII AlY4" THK. SLAB REINFORCED PER PLAN MEGA . R M. zLl IL Ol Ii ( F 5-1/2 /� PIEE r COL /3OixdO� 2 �� IU�BOILER ��&FT ., / U imREBAR AI � I U m2m` L IIII xR.�`�.•, Li I L C`ffil 2 Id_mn' i0 SCALE: 1" = 1' -0" — --- — ��o+l-- —°-► m — — i- —m I II REMOVE EXISTING Z ELECTRIC WALLS. ALL EXISTIN MAIN PANEL f• L: ;-c >c .��#• .•.tsx +,cy,:-.. .,. • •�.,. �crc.,�:.<xhr: +'; �' ; _ COLUMNS TO REMAI 0 _ -- — - - -- -- -- ---- coN Q M d F �.� 3-I/2 O/D PIPE x ®I GYP 8D o1�i Ft.AT— i Moll, s� „ FRAMED 2x4 ON GONG. L GOL w/5O"x5O"xl2" m `xx BATH ? REMOVE EXISTING I I I W J• � G s�,fc FTC., w/(B)#4 `fi WINDOW 4 INFILL OPENI I I I 'W-' a z `u �� REBAR EA. WAY z I I W. w v UP S � GUT EXISTING SLAB FORI I a N 0) o I I STOZ4GE I _ I Lu N w l SPECS. PATCH SLAB = r IREM&V 15TIA& L OIL TANK WINDOW d ENLARGE [� I I co (o OPE�I*G FOR ACCESS - ---_ CMT182 I I 8EXISTING CANTILEVER ABOVE, REMOVED INFORGED GONG. FOUNDATION WALL I REMOVE EXISTING WINDOW AND I I I ON 10"x2O" REINFORCED GONG. FOOTING - I I OUT WALL AS REO'D FOR NEW I I I (Ty .) AT GARAGE, PROVIDE FOOTING 8 REINF. GONG. FOUNDATION WALL ON I I _ I I I I WINDOW. PROVIDE GAL . WELL I -'i I I O AT 3'-6" BELOW FINISH GRADE (MIN.) Wxlb" REINF. GONG. FOOTING AT V-6" I I NEW GRAN 5PAGE �_� I fi I k• _ BELOW FINISH GRADE I i PROVIDE 2" THK. ONG. SLAB ® ' :-= I ' u� I k I I �' I in dJ I a` t N &1 t` . i N I i 5'-0" I I UNEXG El;) I I I s lb��'. sc �o I ' NEW HOUSE SEWER TO NEW SANITARY. .: ---------------------------------- MAINTAIN MINIMUM 10 FT. SEPARATION . :fi" '{:�: .r• . ; ,,. .�' ''�E • +�• :'�'i. t,: .,..,•,..'`' i :; ` I I PROVIDE GOMPA TED SUB-GRADE I ti: (E .:_: ` ,, cn w/EXISTING WATER LINE AT EXTERIOR I _ _ I I � r-------------------- --------------------� I � O �j W/GRAVEL AT AP OPRIATE HEIGHT FOR SLAE, ABOVE I LINE OF 51DE YARD SETBACK. VERIFY - F I LLE2 AREA i I 0 rn m I I I I I SE75ACK PRIOR TO INSTALLATION OF I I I I FORM WORK " L-----------------------------------------J .,,,�; . t.;�,,.•+ , • •air, :.�r,�•,:�� . -y.Yyt,,�' ,�,,..,: "�:' ' I I I •�. I ----------�IL r------i n r------I � r---------- I ;^ PROJECT NO: I I GONG. PIERS FOR SUPPORT OF i r - i 111 I i I I I 'i I I 1704 MASONRY 5TAIR5 ABOVE I I I I I I S I I I I DRAWN BY: TS r-------� r------� I ,,.• I L------1 L-------I L J L J L J I ; L- -- - - -- --- - ---- - - -- - - - --- CHECKED BY: — — —— —— —— —— —— — —— — — ——— —— —— —— / DATE: 3/25/21 SCALE: 4'-6" V-6" B'-6" 4'-6" 11 Ib'-O" 3'-6" I5'-0" RIFY B/-6" 1/4 = 1 - 0 SHEET TITLE: 8° e° 8° � / l8' O" 22'-0" / BASEMENT 56'-0" , P LA N B A A bmw' It= M E amNkom ]1-1 P L 'An li'Mm- / • SCALE: 1/4" = 1' -0" AZONING SETBACKS SHEET NO: I I I , I I EXISTINS ADDITION j I O ' I � 10 11 Z 4y2, 13' -jy2�� EXISTING WINDOWS EXISTING WINDOWS I EXISTING WINDOWS EXISTING WINDOWS DHG 434 DH 30564 DHG 0564 DHG3056♦ j— Ma=�� uj ;< r ,., :. SIMPSON HU612 _ (3)2x10 HDR ,r •3 MAX. HANGER O 0.I o I =ry m rt ONO N Z I Q I t /LtH = o J CD z SUN O M O rr 7-1/ ' TJI/23 CI-1/2" TJI/ — — PROVIDE NEW WOOD OOR ON 0 II 5AT I TOP OF EXISTING WOO FLOOR N I O 11 TILE o 1 SU ST . a wl b I SIMPSON HU612 -----_, )2x]O-w/( /8"xq" PL. I � M I -�' W MAX. HANGER O —� ____ WOOD OOR I - q' 4u 2i_2u I r------ r----- - r r ImI DIN Rot" I O WOOD GAS ! COLUMNS 42" b r I I >I Vioob FLOOR 1-1/2" T_I/230 ®I6" PJ I LVL cabin t I i =ry O - -- - - - ,_ „ I 1_ 11 4-3 TREATED WOOD FRAMED ENTRY V EXISTINS DECK ------- -- --T - 3 4 5 b y2 _ STOOP AND ANND STEPS, WIFE ECKING F- EXI5TING DECKING AND n 0 GAS OPENI ® 1�1' O" '-� I o N STRUCTURE BELOW TO \`�� /1 r 4 REMAIN \ �i III .X_i-1 I I �+ co / \ L ii 4'I I \ l9 LJ i I �l`-IUNDY ®° / ,� co ii i IO ---� I E ISTING WALLS caw MO ISTING STAIR I 1 7- 1 I ;�— _____________ _________ O N MPLE INPILL n, J - - - I:t _ W I I I , A PIXTVJRE5 TO BE o� oo --------- NIN /NEW n I i - i i MOVE `r 80 �`�+ GL F G TO MATCH - - - ------- (2)9-I 2" VLUL ,gyp+o REMOVE FINI LOOR. ii i 1 I IC,A5 - OPEN' =N bench d = op O = PROVIDE W FINI I n = — :`----- -- — I �`� ----- ----- ,— — STAIR,� HALL I FLOOR, EVEL w/SUN M. LJ --- - -��- --- -------- ---� m II = WOOD FLR 2" V ii = A I �_ �, _ - - -.L. — - - �-------- NL 1 51- a .�i O b 2 I 0 LIVING 00mL I — ix ' OPEN/G HEDP AL GLG WI I z '' ---- '� o\ r�- --N a- - - - - - PROVIDE (2)2xb ^ z LT----� _J I m , - - - - -- - - - 1 .F ---- , I m -------------- - P05T FROM BEAM 3: I �' \` %) Ir----, I i i i I i i Z' TO RIDGE ABOVE-- \ �p -- I �'/ \�� § 11`- `�, L_ _ I _ �� I I Q o,------ - -------------f-�- ----------g I�ITG -__- r==- -II car \ z v YVmOID OR11 1,I 11 - 1- 1 I 'f \_�111 a TYPE X GYP. BD. CONTINUOUS I I y a o r r f-- , I n u l I I o y �r I I I EPARATIO w/HABITABLE SPACE I I � W -�• v � 3 �zo EAM, REPL E /B \ \ ,I� L----J n I I I 1 co AWN N 2F \ \ �`�' I r - L----i I , u ,i DN �r w \�\ I `� L------�LJ�-- ---� r - I I ' ' f�ROVIDE OD FRAMED 1 1 = a z u `Dcli � ' / O \+�\ m y2� i r'' I i PLATFORM STAIR w/HANDRAIL I I I I LOCATION OF EXISTING W• NW if 4" to 0 Q \� I Ib-3y2 I , I I I _ I I I I GARAGE To BE REMOVED a N c� cl P V E (2)2x6 P y TO RIDGE ------ 1 =II �� r--------� I I II 1 1 N cn• 2 hI Lo, I I ------� I I I I - --�-_- _-__ CMT 034 CMT2034 CMT2034 W2034 I \\ R II -_-- v___-�� I , II +�° Y � I I 4" TI4K. Pdl�! G NG SLAB, - �o G ATS '1'- " 8'-10" E bx , W x EW€4�.0�.Wo FLO bRR 2x10®I PRO,ME'5 IN ULA I CS — III IiII IiII O FC_._fasrt ev�'_ m0 2x8 Ib CJ c'II--7 " JI 360 I F.J. Ib'-O" r- — I — l- � I I 1 HOC t o 2x6®I b" FRAME WALL TO 2 Ib"R (3)2 10 HDR ROOF FRAMING ABOVE �O GIH_ `4 i I STONE PAVING ON GONG. i i I I oo i I 01_ — \ 0 SLAB, PITCHED TO EDGE ----- 10 I I c j - -------- % (3)2x8 GA ED GIRDER _---- _ _y----- --— _ —___ (3)2xb CASED WD. POSTS 1 , I II I I PROJECT NO: L w/GLAMPS TOP 4 BOTTOM I I I I I II1704 RAILING BOTH SIDES PER I I I I I II DRAWN BY: TS CODE 4 SPECS I I --------1 -------------------I------- --I -----}-------JJ N I I (2) 11-1/8" LVL HDR I II CHECKED BY: DATE: �— - -- — ——— — —— —— —— ———— — — — — — --- J 3/25/21 � SCALE: lo" lo" 10" lo" / A,-w SHEET TITLE: i NOTE: 22'-0" / UNLESS NOTED OTHERWISE, PROVIDE (2)2x10 MIN. HDR. FIRST / FLOOR PLAN = 1' -0" ZONING SETBACKS SCALE: 1/4" SHEET N0: I I . I I EXISTING ADDITION I v O I 4y2" I ., W � �slq Z I3' DHG2646 DHG2646 DHG2646 DHG2646 VERIFY VERIFY DHG 434 DH 30564 DHG 0564 DHG30564 j— /z:. ii iii ,/ 2x10 LAYOVER (3)2x10 HDR \ PLATE ! (V o (Y 00 c� 0 �G TIC E PLR. Lu d) EXISTING WOOD SHINGLE SIDING ON HOUSE WRAP ROOF �G}-} �.I = ON %" PLYWD. SHEATHING ON 2x6@i6' __________�3)II_'I/8" LVL FLUSH w/G_J_____ _____ }I GU cjT STUD FRAMING, w/SPRAY FOAM GATT ------------------------------------------------ — _ _ i INSULATION PER SPECS W --------- ----------------- ------------- ----- ____________-- -------------------- ------ 4z ROOM / EXISTING CASED BEAM ABOVE ; r i r / s 6► II H 1 i WOOD FLOOR / / II 2XIO®I6"'RRI� — 2xI0®I6" RR DHG2646 DHG2646 ( DHG2646 DHG2646 VERIFY VERIFY i i BMADSRTO 2x8 6 GJ — Q 1 LK-IN -O CLOSETI` I WOOD FLOOR Yz UNDERLAYWATCH GY BD. 4 NFOR CARPET ® o ryo C� _ 3 p I OCHER FINI HES Z REMOVED STAIR, I p I NF------- F7 II II —__—�—_ _______ — LANDING AND WALLS i L-------JF------- i d` ii ii (I)II-17�" LY/L RIDGE — pI UL------- It p r-------Ill p l III ------------� I I I r------- --^i pF-------11r------- ------------1I O I I -------ii i ------ I REMOVE EXISTINCsN = z l i �,°L+� d; k= LL04 I f WALLS u�7 �,� 1 m ------- ENLAR E ------ 4------- s====�____�_� .-'� cn a ii I WOOD PULL DOWN STAIRS ®I DN LIVING 00 cv u� I ii l FLOOR INFILL EXISTING x be 10 ; ; �\%> OPENING ti GL LING DN PROVIDE (4)2x6 D5,I AGH END =__________ ! NEW STAIR w/GJT STRINGER AND WOOD a HANDRAIL PER SPECS. VERIFY -----------------NEW 5-I/2"ICI_ AF -A5ED------ _____ / / PROPER HEADROOM ALL LOCATIONS co Q• �" � N ij(i C SHORE AS REQ'D RE1�VE ---- s 1/ / � \ \ �• o � G BEAM ND Ofi"-�R /e 'P�fPE X GY . BD. GONT1�lUOLlS EXISTIN J STRUG INS LL f�HW�BEAM BATH I //SE46ARATION w/ ABITABLE SPACE ~ ° } \ \ W --j' w z 3 r EXISTING FINISHES / E TO REMAIN PROVIDE + � 1,1i 0 N = � Qv� 3'-O"x3'- " HATCH �oA14 -- - - - - -- -I�� TO BELOW �� W' Q N v n CMT2030 CMT2030 CMT2030 CMT2030 I w cn Co. — --- -- - - -- - - - --- - --- I I 1 I � f OF Fdc LOFT � Accessed fron Garage below I, 2x10®16" RR 2x10616" RRDPr.G�� PROJECT NO: 1 1704 DRAWN BY: TS . I CHECKED BY: CMT 1030 DATE: . 3/25/21 SCALE: 1/4„ = 1' - 0„ 11'-0" SHEET TITLE: 22'-0" Ile SECOND ma FLOOR S E C 0 N ID F L 0 OR" "P" L "A' IN PLAN SCALE: 1/4" = V -0" SHEET NO: I EXISTINCG �� ADDITION I I PROVIDE ADD ALTERNATE FOR NEW TREATED CEDAR SHINGLES. IN CONSTRUCTION, ASSESS CONDITION OF UNDERLAYMENT AND ADVISE ASPHALT ROOF SHINGLES ON 5/4" PLYWD. DECKING 2x10®I6" RAFTERS w/SPRAY FOAM 4 BATT INSULATION PER 5PEG5 uj Y O 2nd FLR PLATE — — — ——— — —— ——— — —————— — — —— —— —— — — — — — — — — —— —— — — —— ——— — —— — — — — W Z AT FRONT GABLE OF GARAGE 4 ENTRY r T 03 T 03 MT 0 MT 0 \ PORCH ONLY, PROVIDE IO" RAKE OVERHANG w/Ixb FRIEZE BOARD BELOW Nbl MT 0 -p-9 cn oor 12" WIDE OVERHANG w/GUTTER Ixb FRIEZE BOARD BELOW NI 2nd FLR ---- ------ ---- - - -- -- - - - - - - - - - - — 2nd FLR s FRONT ENTRY PORCH w/PVC CASED COLUMNS 4 J BEAMS. SEE PLANS. ALIGN BOTTOM CASED BEAM w/FRIEZE BOARD UNDER ADJACENT ROOF ' ' MT 03 MT 03 MT 03 MT 03 � � � � WOOD SHINGLE SIDING ON }-LOUSE WRAP WOOD HANDRAIL BOTH SIDES ON METAL ON V PLYWD. SHEATHING ON 2x4@I6' STUD FRAMING (GARAGE ONLY), w/SPRAY POSTS 4 SUB-RAIL. SEE DETAIL FOAM 4 BATT INSULATION PER SPECS E:p 8'x15' OVERHEAD GARAGE DOOR let FLR_ -- --- ----- - --- — ❑ ❑ ---- I SPECS PER MA50NRY STOOP w/BLUE5TONE PAVING 4 TREADS. PROVIDE VERTICAL SURFACES�GGO FINISH ON ALL oaoaoo MT18 GARAGE SLAB NEW FOUNDATION BEYOND I I I I—� I I NEW WINDOW IN EXISTING I i WALL w/WELL AS REQUIRED I FOUNDATION BEYOND EXISTING FOUNDATION BEYOND -- - - - � - - - - - - - - - - - - - - - -� I- - - - - - - - - - - - - - - - - - - - - - - - - - - - � II- - - - - - - - - - - - - - -- - - - - EXISTING BASEMENT J t A S -f L V A T 10 N. SCALE: 1/4" = 1' -0" GABLE CONFIGURATION IS 08 Z. CONTINUATION OF EXISTING ROOF, AS SHOWN IN SOUTH ELEVATION c/� / Q• M � d Q < W —�• w z 3 w a Q Z u Llj• W j Lf Q N O ASPHALT ROOF 5HINGLE5 ON 5/4" PLYWD. g W• N DECKING 2xIO®Ib" RAFTERS w/5PRAY FOAM 4 BATT INSULATION PER SPECS Q ~ (� to LINE OF SHED ROOF BEYOND _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ ____ __ _ ___ _ _2ndFL_RPLAT'E VINYL GUTTER ON Ixb PVG FASCIA { r OVER WALL SHINGLES LINE OF FRONT WALL OF GABLE SHOWN BEYOND � �(�Or f�'C1�v� . VINYL GLAD WINDOWS w/5/4x4" PVG `�` CASING w/2" SILL HG284 HG284 HG284 ,`Z WOOD SHINGLE SIDING ON HOUSE WRAP ON 5/e" PLYWD. SHEATHING ON STUD FRAMING, w/SPRAY FOAM 4 BATT INSULATION PER SPE05 - - - -- -- -- - - --- - --- - ---- - - - - 2nd FLR PROJECT NO: PROVIDE DOWNSPOUTS CONNECTED TO EXTEND ROOF OVERHANG AS SHOWN NEW ROOF LEADERS IN LOCATIONS TO COVER ENTRY DOOR 1704 5HOWN. VERIFY WARCHITECT DRAWN BY: TS HG24 HG284 HG2840 CHECKED BY: DATE: HG284 HG284 IPE DECKING 4 TREADS ON TREATED 3/25/21 WD. FRAMING w/PVC RISERS 4 TRIM. SCALE: SEE 5FE05 FOR RAILING let FLR_ --- - -- - -- - -- -- - - -- - -- - - -- ------ - - - - -- SHEET TITLE: GARAGE SLAB ----- -- ---- -- - ------ ---- -- -- - f,T283 MASONRY FOUNDATION WALL w/I" GONG. EAST STUCCO FINISH TO BELOW GRADE DIVEST I ELEVATION: FOUNDATION BEYOND • I I NEW BASEMENT SHEET NO: _ -- ----- ----- -- -- -- N 0 "R` L H E L E V JAR T. I U" N SCALE: 1/4" = 1' -0" ADDITION � EXISTINS I I . I DHG2646 DHG2646 VERIFY I REPLACE ENTIRE EXISTING CEDAR SHINGLE ROOFING w/NEW %" THK. PLYWD. DECKING AND Ixb PVG FASCIA w/Ixb FRIEZE BELOW ASPHALT ROOF 5HINGLES PER SPECS. r uj cm) O 2nd FLR PLATE — — — —— — — — — ——— — — —— —— —————— —— ————— —— —————— — —— —— — W VINYL GLAD WINDOW5 w/'/4x4" PVC uu Z CASING w/2" SILL Ilu HG24 1- TIIII] TI I WOOD SHINGLE SIDING ON HOUSE WRAP DHG2034 rhLHG264 LHn9r41� HG264 HG264 HG264A HG264 HG264 HG264 ON %" PLYWD. SHEATHING ON 2xb®I6" HG3056 HG3056 HG30 6 V V V STUD FRAMING, w/SPRAY FOAM 4 BATT EXISTING RAILING TO REMAIN. A55E55 INSULATION PER SPECS uj CONDITION 4 VERIFY SECURE ATTACHMENT 2nd FLR uj EFT] J 11FIF] 11MFT11 'FF HG24 I ING WIN I ING WIN I ING WIN I ING WIN EXISTING DECK w/RAILING (NOT SHOWN) TO HG3056L11 lul HG3056 HG3056 REMAIN. A55E55 CONDITION 4 VERIFY SECURE W I ATTACHMENT r -- O lui "LE W Li Lu L] �i Ist FLR. —— ——— — ————— — — — —— —— —— —— — —— ————— — —— — —— —— ———— —— ——— —— —— ——— V MASONRY FOUNDATION WALL w/1" GONG. STUCCO FIN15H TO BELOW GRADE E.YT26]40 CMT2640 III LFMT26�11 TIMBER RETAINING WALL/WINDOW WELL 4 EGRESS AREA, w/STEPS TO GRADE 71 I I " I -------- ---- --I-- - - -- -- - EXISTING BASEMENT _ NEW BASEMENT I FI - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - � WhoT ELE 'VIATION SCALE: 1/4" = I' -Of' �tf Z n V/ Q• M C r d 0 � EXISTING MASONRY CHIMNEY TO REMAIN Li W w z _ F- ¢ z u W• � MnC 5 Q N LD tL L W• N x N ALIGN NEW GABLE RAKE w/EXI5TING FASCIA r AT SHED DORMER Q I— 011 N lA i 2nd FLR PLATE REMOVE EXISTING CEDAR 5HINGLE5, �r'' 10 ,\ COMPLETE. PROVIDE HOUSE WRAP AND NEWVA: ��` f y'° A� LINE OF FRONT WALL OF GABLE CEDAR SHINGLES PER SPECS f EXISTIDOORS SHOWN BEYOND I r '•'s':l a � L± EXISTING RAILING TO REMAIN 'e 2nd FLR ----- - - - ---------- - — — — — — — — — —— —— ————— ——— —— — —— — —————— — — — — — — —— PROJECT NO: 1704 DRAWN BY:FRONT ENTRY PORCH w/PVG CASED COLUMNS 4 TS r BEAMS. SEE PLANS. ALIGN BOTTOM CASED BEAM w/FRIEZE BOARD UNDER ADJACENT ROOF CHECKED BY: G IS HG24 EXISTING RAILING TO REMAIN. NOT SHOWN X STING DO HG264 HG264 HG264 VERIFY V POSTS 4ASUB—RAIL.SEE NDRAIL BOTH IDETAIL DES ON METAL DATE: 3/25/21 SCALE: Ist FLR. 1/4" = 1' - 0" - --- - ----- -- -- -- --- -- -- - -- -- -- -- -- -- - - MASONRY STOOP w/BLUESTONE PAVING 4 SHEET TITLE: TREADS. PROVIDE 5TUCG0 FINISH ON ALL " VERTICAL SURFACES " NORTH & EXISTING BILGO DOOR TO REMAIN SOUTH ELEVATION! EXISTING BASEMENT ------ ---- -- -- -- -- -- -- ---- -- - - -- - SHEET NO: S 00' U T H E L Em 'Am T 10 IN SCALE: 1/4" = 1' -0" REVISIONS LU V O > uj W ASPHALT SHINGLE ROOFING ON ICE 4 WATER Z UNDERLAYMENT PER SPECS, ON 5/4" PLYWD. DECKING ON 2xlOglb" RAFTERS PER ROOF PLAN Ixb PVC, FA501A w/SOLID PVC, SOFFIT BELOW AND Ixb PVC, FRIEZE BOARD BELOW, OVER uj 10" SHINGLES SPRAY FOAM INSULATION AT ROOF RAFTERS 4 EXTERIOR WALLS, FOR 'HOT ROOF' SHINGLE SIDING ON HOUSE WRAP ON s/," PLYWD. SHEATHING ON 2x4olb" FRAMING w/INSULATION PER 5PEG5 �� PROVIDE RIDGE VENT AT ROOF OVER ATI INC. AT AREAS w/GREATER uu UN-INSULATED ATTIC. AT GARAGE THAN 56" HEADROOM TJI CEILING FRAMING w/R-30 BATT INSULATION D if 0 O (\ r ) a ) k/ ); X 10' 2nd FLR PLATE �.. r \ � T IC. ` 5/4" Tf-< PLYWD. DEGKING AT AREAS� = ` GG ` w/GRE°ATER THAN 36 HEADROOM `\ = 2nd FLR. �U E J T \\ PROVIDE ALL REO'D 5TL. HURRICANE \ \ STRAPPING PER FRAMING NOTES, SHEET #2 BEDROOM SHINGLE SIDING ON HOUSE WRAP ON /8 _� � STAIR L / /PLYWD. SHEATHING ON 2x4®I6 FRAMING WINSULATION PER 5PE05 2nd FLR SUBFLR / k / 2nd FLR SUBFLR 0121 % 1k YA \� x �: XPLATE - - - _ �: - X-� -X X k Xx Ist FLR_ _ � `! TOP PLA r J' � r r ? SHINGLE SIDING ON HOUSE WRAP ON g/8" N = PLYWD. SHEATHING ON 2xbalb" FRAMING 12 \\ w/IN5ULATION PER 5PE05 J o ' PROVIDE 5/8" TYPE 'X' GYP. BD. AT = \ p 0 ° OVERHEAD GARAGE DOOR PER 5PEG5 CEILING AND WALLS OF GARAGE \ W J' F z 3 > WAUTOMATIG OPENER AND ALL REO D FOR I HOUR FIRE SEPARATION OPEN TO `\ D W• 11 E n; W < EQUIPMENT / ITCHE I St FLR. GUEST = \\ a m o / \ GLAD WOOD WINDOW PER FLOOR PLANS, W• N x 0 / � BE E-D RO O M cA \ ELEVATIONS AND SPECS, w/PVG CASING INCLUDING 2" EXTENDED SILL Q F- 4" THK. GONG. SLAB, REINFORCED w/bxb, /� WOOD FRAMED STAIRS w/YELLOW PINE / W2.OxW2.0 W.W.M. PROVIDE 2" RIGID INSULATION / FIN15H WOOD FLOOR PER 5PEG5 ON 5/4" T46 I N N / TREADS. PROVIDE HANDRAIL AS REO'D xu / PLYWOOD SUB-FLOOR ON TJI FRAMING BELOW SLAB ON 2" THK. SLAB INSULATION PER r _ / SPECS ON COMPACTED 5UB-6RADE =_ / / 2x8 TR. ND. SILL, WINSULATED TERMITE \ = _ = SHIELD 4 FOUNDATION BOLTS @48" o% - / `\\ — / Ist FLR SUBFLR GONG. VERGE TAPERED TO GRADE ------- — — — — — — — — — — ,t \ y� — — —TOP FOUNDATION c g� Q� :. .. LL, w/2x4®I b" " THOROUGH SEAL ON GONG WA rr .. ys WATER RESISTANT GYP. BD. ON FRAMING, SPRAY FOAM INSULATION, AND Y2 / / / GYP. BD. FIN15H '8" THK. REINF. GONG. FOUNDATION/w/8"xlb".,\'\'' / \ /\\./' \ \i'\\ / \/ \\�\\/\\/\/\\/`\\/\\/\\ \,/\ \ / \� \� WALLS 4 CEILINGS REINF'. GONG. FOOTING, BEARING ON \ ';'\ %\\ /'\\ \�\\ \\ \\ \`.\\/\\ \\ \` /\\ \\�\\� \/\\ \\ / \ \ \` 8" THK. POURED GONG. FOUNDATION WALL w/#5 - //'\�/ . / '; UNDISTURBED SUBGRADE ' ,; \\ // // '// // / /// /,'\/i VERTICALLY AND HORIZONTALLY, \i \ i ', 0' i \ \ / \ / / /\ /\/\/\/\\" /\\/\/\/ \/ \ \/ \,/\� \ \/\ \ I�l Y `4 REBAR ®24 \\ \\`, ' \\ \ , \ \\ \\' \ \\\\\\\ .\\ \ \ \ \ \ \ \ \ \ \ \ \ w/36 5PLIGE AND PER 5PEGIFIGATION5, \\./\ / \ \ \ \ \ \ \ \ \ \ \ \ z \ / \ \ \ \ / w AMPPROOFING 4 1" THK. STUCCO FINISH / / \ ,/\/'\/\/ \ / \/ \ /\/ \ \/ � \� //\ // \/. /\ / RECREATION _ PROJECT NO.. ` TOP GARAGE FOOTING \ \ \ \/ \/\\'\ \' \ \' \ \/\\ \\\/\\ \ 1704 \ — _ \ / \ \ \\ \ \\ \ \\ \\ \\ \ \\ \\\ \\/ \ 4" THK. GONG. SLAB, REINFORCED w bx , ;--- �\/ \/\/\/ \/\/ �\\ `/ / / /`/ j\;/' / /\/ BOOM r /' / b �\ \\/ /\ /\ \// / i W2.OxW2.0 W.W.M. PROVIDE 2" RIGID INSULATION DRAWN BY: \ ,, \\ \ \ \ \\ \ \/\ \ \ \' \ \\ \'\ \ .\\ \ \ \ `\' BELOW SLAB ON 2" THK. SLAB INSULATION PER TCS \ \ / \ /\ / / 5PEG5 ON COMPACTED \/ / \//\/ / / \/\/\�0,/ / \// `/TOP EX15T B5MT SLAB �j \/ / \ //' \ \ \, j \ / /: \ / \ /�' / / �/` , / \,, �-\ /"`�7` � �- \ TE SUB GRADE CHECKED BY: \\ \ j\ \ \ /\\/\\ \\ \� \\ \\/\\/ \/ \/ \ \\ \ \\ \\ - \ ,� ,.\ — TOP BSMT SLAB � ;/ �/ '�/ // `�" `' / / // ,m / \TOP NEW BSMT SLAB�/ /� .� '\ / � DATE: i / �/— / \ \ TOP FOOTING 3/25/21 \ /\ \ / \ , \ \ \ \ / i , . , / SCALE: \ / ` / / /'� /' / / /" % /' \' �� /' '� /\ / \ / /' 10 x20 POURED GONG. FOOTING SET ON \ �\ `\ \ \ \�, \ \ \ / / / / /.\. UNDISTURBED SOIL w/(3)#5 CONTINUOUS REBAR 3/8 / % / %;/ / / % / / / / / / / / / SHEET TITLE: \ ,\ /\\ /; /; \ \ \ \ \/ // i / / SEE DETAIL ON FOUNDATION PLAN FOR CONNECTION BETWEEN EXISTING. \ BUILDING \ \ / \ �' `'\\`j \ ;' •\/ \ \' � � \\ `/ \ FOUNDATION/FOOTINGS AND NEW, LOWER FOOTINGS \ , / /\, � /,� // i / / /; SECTION \ �SCALE: 3/8 1 -0 ,\ \ �\ �\ i / / / \ \ \ \ \ \ \ \ / / /\\ / /\ �\ / \ / \ , \ \ '/ / / / \ \ \ \ \ i \ \ \ \ \ /i \ \ \ \ \ \ \ \ \ \ \\ \ \ \ �'` \ \ \ SHEET NO: \ \, / \ / ; \ r / / / /\ / BID PERMIT SET REVISIONS uj V O 1jj W 2 Z U) Lu Ix REMOVE EXISTING WOOD 5HINGLE ROOF, AND PROVIDE ASPHALT 5HINGLE ROOFING ON UNDERLAYMENT PER SPECS, ON %" PLYWD. DEGKIN6 ON 2x10®Ib" RAFTERS PER ROOF PLAN PROVIDE ASPHALT SHINGLE ROOFING ON ui UNDERLAYMENT PER SPECS, ON V PLYWD. cTT I G DEGKIN6 ON 2x10®I6" RAFTERS PER ROOF PLAN VERIFY R-30 INSULATION IN ATTIC FLOOR W O • . 1.' X X� , 'r ti r ',' .'r a: `� , ,'� �1� ,/ AA a x rN ` k 1 k'��'rX \�� '/ Ixb PVC FASCIA BOARD, SOFFIT AND FRIEZE EXISTING FASCIA, SOFFIT AND ROOF DECK BOARD BELOW CEILING TO REMAIN.516NIF CANT DETERIORATION ARCHITECT OF V CEDAR 5HINGLE5 ON HOU5EWRAP ON V PLYWD. P05T TO UNDERSIDE NE REMOVE EXISTING 51DING. PROVIDE NEW SHEATHING ON. 2x6®Ib" FRAMING _ RIDGE BEAM PER PLANS 5HINGLE 51DIN6 ON HOUSE WRAP lollPROVIDE FLASHING AS REG'D AT ROOF WALL INTERSECTION NEW E EAM PER 2nd FLR. f ILAN PROVIDE ASPHALT SHINGLE ROOFING ON 1 2 INFILL FRAMING 4 FINISH BETVEEN UNDERLAYMENT PER SPECS, ON 5/a" PLYWD. lO BOTTOM BEAM AND GEILI 6 EXISTING RAILING SYSTEM TO REMAIN. VERIFY DECKING ON 2xi0®I6" RAFTER5 PER ROOF PLAN SECURE ATTACHMENT TO SUBSTRUCTURE, AND NOTIFY ARCHITECT IF OTHERWISE EXISTING ROOF DECK TO REMAIN. VERIFY WATER TIGHT, AND NOTIFY ARCHITECT IF OTHERWISE \��` +/ l� L I�I ` ,I�� ROOM O�� VERIFY DETAIL AT WINDOW HEADER, AND V7VmADVISE ARCHITECT ON FEASIBILITY OF NEW PVC, WRAPPED COLUMNS AND BEAMS. PROVIDE HEADER SHOWN ON FIRST FLOOR PLAN oPS Z 5TL. 5TRAPPIN6 AND HOLD DOWN PER CODE cna• WJL � 4 a \\ W J- W z W a \\ EXISTING CASEMENT WINDOWS TO REMAIN W. P L, FRONT DOOR AND SIDELIGHTS PER O \\ W° a N o DRAWINGS AND SPECIFICATIONSO \\ / PROVIDE PROPER FLA5HIN6 AT INTERSECTION /� u) U)- OF FRAMED WALL AND MA50NRY STOOP BLUESTONE PAYING AND TREADS ON �t / REINFORCED GONG. SLAB AND SUBSTRUCTURE. / PROVIDE STUCCO SURFACE ON EXPOSED x r r n ;F 1 '` ./ \ f X �r r„Y , Y' �.X , '� ,A`rt ,,r,k ,,%, EXISTING FRAMING TO REMAIN. VERIFY �. CONCRETE. SEE PLAN AND SPECS FOR RAILING .. ../ SUFFICIENT INSULATION IN J015T CAVITY /\\ \`\ CRAWL SPACE w2/ " /'\ / THK. GONG. SLAB M1 ti» /\\, \ \/ \/\ \; \\;' \\/ \\ \ \ ' EXISTING FOUNDATION TO REMAIN \.�\ .\ \ FOUNDATION FOR NEW ADDITION AND FRONT \�\ \\J\ \ /\ /\. \ \ \% \\ \\ \\ \.\ \ Q \/%\ /\\% \ %//\ \STEPS. SEE BASEMENT PLAN FOR DIMENSIONS >\ \ / / / B A S ENT x �\�/ /\\/\\/ %\\ / PROJECT NO.. 1704 \/ \ k EXISTING GONG. SLAB A ALL STRUCTURE TO \ TCS REMAIN, SUPPLEMENTED PER BASEMENT PLAN x DRAWN BY: \'% // / CHECKED BY: / xX / �\ // \ ;\\/\. ./i // ;\;,/ / \/ //\/' DATE: / / �/ / / / / / k k k u\ / / / 3/25/21 / \ \ \ \' / \ /\ / .x. x' x. x�' x'xxX\,c x,Cn ax x.xa xafu xx i'x' �.'x'> yY ,'v' ;xx'x v'xx �'xi k.x /7/. / \ \\\ / \\ / / /\ \\ /\ /\ /\\ / \ lf xx xM n�h� ; , \; \\i / / \\ / \ \ \ \ \ \/,'\/ \/\/\/\/\/ /\/ / SCALE: \ \ / \ \., \ \ \/ \ , \ \ / \ \ \/\// / /' /' / / / \/ / % 'i>i' / / SHEET TITLE: \ / / , / / %/ / / i ' / \ /' \ / /, / BUILDING \ \ , \ \ / \\ \ \ \ \ \ \/\ \ \ \ \ // / i/ / , / SECTION \ / \ / \ / \\ \ /\\ \ / / / / /\ / / /\ / \ / / /\ / /\ / \ / / \\; \ \ /\ / / /\ i\ /\ ` 10 F / \ /., i \ \/ \ \ ; \ \/ \ / / / / / /\/ �� SHEET NO: \ \\ \ � / �� \ , \�/ �\ \ \\ \ BU1LDmEN %0j" / \ \ \ \ \ �\ SCALE: 3/8 1 -0 \ \ \, \ /x \ M/ X\\ < x<\ x / \ ,/ / / / / / / // / \/ / / '/ . / ./' // / /\ / B'® PERMIT SET o uj ui W Z Hill c/) ui 5/17 ui GREATI W OM O v I V HOT MEGH. RM. --- --- WATER \� i qp I I \\\ I I \ I I i BOILER STORAGE UP06 <-- .$ ELECTRIC \\ i I Z MAIN PANEL O , N Q• � d - .J �• o o = \ i \ a W J. Lu Z w a = Q z u UP ------------ _ D W W c Q N ![ `\ W. a I" c OIL TANK �� Q ~• U cn cn �(4 cn, , BA SEMEmlkmmmwF ELECTRIC LAYOUT PLAA4 I'm' SCALE: 1/4" = V -0" PROJECT NO: 1704 DRAWN BY: TS CHECKED BY: DATE: 3/25/21 ELECTRICAL LEGEND ® SEMI-RECE SCALE: 55ED STEP LI6HT5 1 _ 1, - 0„ qp DUPLEX RECEPTACLE OUTLET 5URFAC�E MOUNTED SPOT LIGHT SHEET TITLE: 220V RECEPTACLE OUTLET 5WITGH 0UADRAPLEX RECEPTACLE OUTLET DOOR 5WITGH HALF HOT RECEPTACLE OUTLET 5WITGH DIMMER WATER PROOF RECEPTACLE OUTLET ® TELEPHONE BASEMENT GROUND FAULT INTERRUPTOR OUTLET [jZ TELEVISION EE HIGH HAT FIXTURE s� SMOKE DETECTOR ELECTRIC R,f HIGH HAT FIXTURE LOW VOLTAGE Fc-57-4 CARBON MONOXIDE DETECTOR P LA N 03<1 DIRECTIONAL H161-1 HAT X SURFACE MOUNTED CEILIN& FAN SURFACE MOUNTED CEILING FIXTURE ® SURFACE MOUNTED LOW VOLTAGE SPOT UNDER CABINET STRIP HALOGEN FIXTURE SHEET NO: I--�-- SURFACE MOUNTED WALL FIXTURE — T SURFACE MOUNTED LIGHTING TRACK Cl SPEAKER LOCATION: 110 V. OUTLET EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN C� ETHERNET JACK r VLU Uj W 0 Z ci) uj 5/b uj Rr W 1 1 O I GUESTROOM O ` O _ _ _ _ _ _ _ _ _ _ U i kA� , � � 1 Li \ L I I NG ---- i�0 I\ -- DN- otsZ. -T--------------II I -I /-_ OWN yo ° � w• a x r DN Q f-. U REF do ------------7 ---- ------------i----- 1 / am / 1 / _ I / GARA(5E - ------ ----- I LI I I ----------- --------- ------------------ --------- i I ( PROJECT NO: w, 1704 Dom I I DRAWN BY: TS I CHECKED BY: 1 --- - ---- - - ----- DATE: ' 3/25/21 ELECTRICAL LEGEND SCALE: ® SEMI-RECESSED STEP LIGHTS 1/4" = 1' - 0" Q� DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT — SHEET TITLE: 220V RECEPTACLE OUTLET SWITCH OUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH HA-F HOT RECEPTACLE OUTLET SWITCH DIMMER . E L ImE C T R I C L Y U T 1st F L R. ow WATER PROOF RECEPTACLE OUTLET W TELEPHONE I s t rF L R Q�^ GROUND FAULT INTERRUPTOR OUTLET 0 TELEVISION SCALE: 1/4" = V —0" ELECTRIC HIGH HAT FIXTURE 5N SMOKE DETECTOR P LA N v HIGH HAT FIXTURE LOW VOLTAGE F07-51 CARBON MONOXIDE DETECTOR DIRECTIONAL HIGH HAT X SURFACE MOUNTED CEILING FAN SURFACE MOUNTED CE I L I N6 FIXTURE SHEET N0: ® SURFACE MOUNTED LOW VOLTA6E SPOT rF UNDER CABINET STRIP HALOGEN FIXTURE I-� SURFACE MOUNTED V`IALL FIXTURE --T SURFACE MOUNTED LIGHTING TRACK LA& AN ® SPEAKER LOCATION: 110 v. OUTLET EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN ILI ® ETHERNET JACK 0 uj uj 0� Z cl) 5/17 /5— ROOF - - ,,,_ -- ,,, ;/ MASTER FOROH /' ,' f5EIDR00M �� Lu ----------------- 0 ' ----------------------------------- --------- i n II i 0 Infrared heater above �}� O O 1 1 l l / \� O gyp n II `J j II 1 II t a % ; II I II L 1 i�� / II I II C M kk Iltt II t II _ 1 Ilk `�� ,- -,� � k r----- ❑ --- I I t\ ` I -L I VI NG ROOM L________- I �t ---J below ----- --- t DN I FI i to oltor,is ai s ' n ------------------------------------- ---------- -- co Q• M ------------------------------------------------- r- d to Y � below 1\ � o 1 W J' w z w a EXISTING ELECTRIC z u TO REMAIN / LLJ• a N C i Q 1-• c�i i N (A I I I I t t t o�.�c. 2w[---uld L . ELECTRIC YOmmummm"Im SCALE: 1/4" = 1' -0" I /'I r �• � `'�.L,, I � PROJECT NO: � 1704 DRAWN BY: TS CHECKED BY: DATE: 3/25/21 ELECTRICAL LEGEND ® SEMI-REGE55ED STEP LIGHTS SCALE: 1/4" = 1' - 0" DUPLEX RECEPTACLE OUTLET SHEET TITLE: SURFACE MOUNTED SPOT LIGHT Q 220V RECEPTACLE OUTLET 5WITGH OUAVRAPLEX RECEPTACLE OUTLET DOOR 5WITGH 4p HALF HOT RECEPTACLE OUTLET SWITCH DIMMER 2 n d F L R. Q w WATER PROOF RECEPTACLE OUTLET ® TELEPHONE ELECTRIC Q� GROUND FAULT INTERRUPTOR OUTLET 0 TELEVISION EE HIGH HAT FIXTURE F50-1 SMOKE DETECTOR ^LA N a�v HIGH HAT FIXTURE LOW VOLTAGE G/ CARBON MONOXIDE DETECTOR �+ DIRECTIONAL HIGH HAT X SURFACE MOUNTED CEILING FAN ' SURFACE MOUNTED GEILIN6 FIXTURE ® SHEET NO: 5URFAGE MOUNTED LOW VOLTAGE SPOT ===f UNDER CABINET STRIP HALO6EN FIXTURE (� SURFACE MOUNTED WALL FIXTURE —� SURFACE MOUNTED LIGHTING TRACK ® SPEAKER LOCATION: 110 v. OUTLET rqV EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN ® ETHERNET JACK �-- 5" VENT THRU ROOF I GUEST BATH I I MASTER BATH - -/ - - - - - - - - - - - - - - - - - - - - - - 2 VENT -II- — -_.. 2 VENT , uJ I I I I I I ( I 00 I I I I 2,� VENT ui W I I I I I z I I I I I I ( I I I I I wG I V 0 LA�V L I I ,� wG I I I I I I I uj SHOWER I ( SHOWER I I I I i I SECOND LOOK I � 5" NASTE I I � I = LAUNDR`( GUEST BATH � KITCHEN � POWDER ROOM I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D 2" VENT I I _ � I 2" VENT BUILDING I 2" VENT - -r- fi' F- — I EXTERIOR I _ I I 7-- _ wALL I — I I T- NoKITCHEN � I I I I I I I I I LA�V wC LAV � I I I SINK I I I I I I � SINK I wA SHE I I TUB I I ' - . I I I I ► I /� V�/ Q• "' N FIRST FLOOR W I o 0 W J• wz WQ � ZLL I W. wCD CD Q N W• N = M 5" wA ATE 5" wA ATE cl)• . I FRESH - - - - - - I GUEST BATH AIR I VENT I 2 VENT �Et� ,.., °� ra�f — dQ - "o'u N 1 I DRAIN LINE y --- G� TOTA�NK I G 5" wA ATE I LAV wG I PROJECT NO: 1704 C3 DRAWN BY: 4"X3" G.I. I UT I CHECKED BY: HOUSE TRAP � SHOWER I TS BASEMENT F' I DATE: 8/30/21 SCALE: 1/4" = 1' - 0" SUMP SHEET TITLE: PUMP s" wAsTE PLUMBING RISER DIAGRAM Pt U M B I G R I to"'hi E ff 1 R-(m D" I 3 non SCALE: NTS SHEET NO: