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HomeMy WebLinkAbout43621-Z ��o�g�FFOt,tC"' Town of Southold 8/27/2020 O . P.O.Box 1179 d' 53095 Main Rd tp ,ar Southold,New York 11971 1 � "•�xzR� CERTIFICATE OF OCCUPANCY No: 41381 Date: 8/25/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2667 ROW off Long Creek Dr., Southold SCTM#: 473889 See/Block/Lot: 52.-9-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2019 pursuant to which Building Permit No. 43621 dated 4/8/2019 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: one family dwelling with screened porch, covered porches and deck as applied for. The certificate is issued to Casamento,Timothy&King,Kleo of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0206 3/20/2020 ELECTRICAL CERTIFICATE NO. 43621 8/17/2020 PLUMBERS CERTIFICATION DATED 8/20/2020 AGeorW L. Berryfir- orlpiSignature ' TOWN OF SOUTHOLD �q�sUFFO(,�c�G BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43621 Date: 4/8/2019 Permission is hereby granted to: Casamento, Timothy 17 Woodbridge Ct West Babylon, NY 11704 To: construct single-family dwelling as applied for per SCHD, Trustees & DEC approvals. At premises located at: 2667 ROW off Long Creek Dr., Southold SCTM # 473889 Sec/Block/Lot# 52.-9-1.2 Pursuant to application dated 3/28/2019 and approved by the Building Inspector. To expire on 10/7/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,675.20 CO --NEW DWELLING $50.00 Total: $1,725.20 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval froin Health Dept. of water supply arrd sewerage-disposal(S-9 folia). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from phuriber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. CUIlanercral building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957) nun-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00.Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. March 20, 2019 New Construction: V/ Old or Pre-existing Building: (check one) Location of property: 2667 Long Creek Dr. Southold House No. Street Hamlet Owner or Owners of Property: Timothy Casamento & Kleo King Suffolk County Tax Map No 1000, Section 52 Block 9 Lot 1.2 Subdivision Filed Map. Lot: Permit No. I ')l Date of Pennit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Filial Certificate: X (check one) Fee Submitted: $ 00 ' 1"— Applicant Signature q3 w�i Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) IMe Timothy Casamento/ Kleo King residing at 17 Woodbridge Ct (Print property owner's name) (Mailing Address) West Babylon, NY do hereby authorize Tom Samuels (Agent) Samuels and Steelman Architects to apply on my behalf to the Southold Building Department. wner's Signature) (Date) Timothy Casamento (Print Owner's Name) (Owner's Sig r ure) (Date) Kleo King (Print Owner's Name) APR 1 0 2019 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Timothy Casamento Address: 2667 Row off Long Creek Dr city Southold st: NY zip: 11971 Budding Permit#: 43621 Section 52 Block: 9 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical Contr. License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage Service 1 ph X Heat Duplec Recpt 58 Ceiling Fixtures 22 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 5 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Recessed Fixtures 70 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch 200A UC Lights 16' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4g 4'LED Exit Fixtures Pump Other Equipment- Electric Floor Heat, Micro, Oven- Dual Fuel, Mini Fridge, Fridge, DW, Cooktop, Hood Notes New House Inspector Signature: _S ��. Date: August 17, 2020 S Devlin-Cert Electrical Compliance Form.xls Alhtt �it.� , �ffrao `oilgnd joiq ►a '.f in a4€a1 Count ;,,Omi F a s ya�s� s a i HOZ 2�' to Sip s p ain azopq of mom _ _ •p�1 ,yoT jo oltg uvqj ssal moo=39&kidc s zop&aiD o pasn mplos atp jvD dao y (, c osmldl- '9N cm r� �faIal1 "REW3 6-C60-IL6II JOA.ADM°p;aypnos ZO3�S9L(.Cg)auogdapa.L �� ,. 6Uz x0a 10'11 ISO TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1602 INSPECTION [- FOUNDATION 1ST / [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �1►/ O 0 DATE 9124 L14 INSPECTOR J # * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ FOUNDATION 1 STk6-A ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1-0-i�& -%-T; DATE 06434e INSPECTOR BOE SOUL TOWN OF SOUTHOLD BUILDING DEPT. IOU INe'' 765-1502 INSPECTION /], ,OOUNDATION 1ST [ ] ROUGH PLRG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I s l6L,,UAlt, ow 99104�2 OL- DATE INSPECTOR hO�aOF 50U,yo� 1 -7� # # TOWN OF SOUTHOLD-BUILDING-DEPT. courm 765-1802 INSPECTION ' ' = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND" [ ] INSULATION/CAULKING - [ ] FRAMING [STRAPPING [ ] FINAL Y [ J- FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: A4 lHP�t - Off.. DATE INSPECTOR OE SOOTyO� 111 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC 1-ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [7OUNDATION 2ND - •[- -]� INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY • [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S+iwdlpq- or-\/ z af;�t lI L.-oo DATE INSPECTOR ���� OfSOGI # TOWN OF SOUTHOLD BUILDING DEPT. ' °`y�ourm ' 765-1802 = INSPECTION [, ] FOUNDATION 1ST [ ROUGH PLBG. [ elOUNDATION-2ND- . [ ] INSULATION/CAULKING, ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [` ] °FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O REMARKS: qW94 W-V WZ5;t2 Dy, DATE INSPECTOR �o�aOF SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPEC 1014 - 1 . . - 1 [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ �]: OUNDATION 2ND [ ] INSULATION/CAULKING [ " FR® /STRAPPING [ ] FINAL [ ] FIREPLACE &a•CHIMNEY [ f FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ho INSPECTOR q SOUTyo - # # TOWN OF SOUTHOLD BUILDING DEPT. `yco765.1802 INSPECTION; [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND _ [ IN 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 REMARKS: X111 DATE INSPECTOR OfSat/,rw -- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST ° [ ] ROUGH PLBG. [ ] FOUNDATION 2NDI[ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Alo�� [ ] FIREPLACE & CHIMNEY [ ]_ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O � t� 4EMARKS: 0 DATEZ�y'Yl7 INSPECTOR Building Summar Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr ,Property/Builder Information Building Name King / Casamento Residence Owners Name King / Casamento Residence Property Address 2667 Long Creek Dr City, St, Zip Southold, NY 11971 Phone Number 631-433-6612 Builder's Name King / Casamento Residence Phone Number 631-433-6612 Email Address Plan/Model Name Community/Development single and seperate Identifier/Other Organization Information Organization Name Energy Testing Services LLC. Address 1648 Locust Ave Unit A City, St, Zip Bohemia , NY 11716 Phone Number 631-244-2627 Website www.energytestingservices.com IRating/RESNET InformationlF Provider ID 1998-146 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Michael Caruso Rater's ID 7960376 Raters Email mcaruso@energytestingservices.com Last Field Insp Rating Type Projected Rating Reason for Rating New Home Rating Number MC211 Rating Permit Date 09/12/2019 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr ,General Building Information, Area of Conditioned. Space(sq ft) 5648 Volume of Conditioned. Space 58621 Year Built 0 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 1 Number of Bedrooms 2 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 2 Thermal Boundary Location N/A Foundation Wall Information, Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo' (wall only) Grade(ft) Grade(ft) amb R13 HDSF CC 2" Cond->ambient/gm 262.0 7.0 6.0 1.0 0.052 0.073 Uo Value Combo combines wall, airfilm, and soil path Foundation Wall,Library List_ _ Foundation Wall: R13 HDSF CC 2" �_ ____.�..�......... .�....__..v_ _ .�....__..._..�._..... _ Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 13.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 2 of 13 'Building Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr Foundation Wall Library Listf Ins bottom 0.0 ft below grade Note MC (8/14/2018) 2"High Density Closed Cell Spray Foam Slab Floor Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) slab Uninsulated N 2828 6.0 262 262 0 Slab Floor Library List ii Slab Floor: Uninsulated N Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note [Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value amb 21(16/5.5)2(.5) Cond > ambient Medium 2855.00 0.064 kneewall 19(16/5.5)2(.5) Cond -> ambient Medium 160.00 0.068 Above-Grade Wall Library L,,ist Above-Grade Wall: 21(16/5.5)2(.5) Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy"costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 3 of 13 'Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King-Casamento Residence 2667 Long Creek Dr jAbove-Grad6'Wa11Library List Stud Spacing (in o.c.) 16.0 Framing Factor- (defined) 0.2300 Gypsum Thickness (in) 0.5 Note Above-Grade Wall: 19(16/5.5)2(.5) Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 18.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Window Information Overhang Interior-7 Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading f s 38 AGWaR 1 South 0.290 0.190 38.00 10.0 0.5 6.6 0.85 0.70 Some Some f s 38 AGWalL 1 South 0.290 0.190 38.00 1.5 0.5 6.6 0.85 0.70 Some Some f s 6 AGWaLL 1 South 0.290 0.190 6.00 1.5 0.5 3.0 0.85 0.70 Some Some f s 38 AGWaLl 1 South 0.290 0.190 38.00 1.5 0.5 6.6 0.85 0.70 Some Some f s 38 AGWaL[ 1 South 0.290 0.190 38.00 1.5 0.5 6.6 0.85 0.70 Some Some r e 19 AGWaLL 1 East 0.290 0.190 19.00 1.5 0.5 6.6 0.85 0.70 Some Some r e 36 AGWal[ 1 East 0.290 0.190 36.00 1.5 0.5 5.0 0.85 0.70 Some Some re 57 AGWalt 1 East 0.290 0.190 57.00 1.5 0.5 6.6 0.85 0.70 Some Some r e 38 AGWall 1 East 0.290 0.190 38.00 1.5 0.5 6.6 0.85 0.70 Some Some b n 6.6 AGWall 1 North 0.290 0.190 6.60 1.5 0.5 4.0 0.85 0.70 Some Some b n 38 AGWall 1 North 0.290 0.190 38.00 1.5 0.5 6.6 0.85 0.70 Some Some b n 95 AGWaLl 1 North 0.290 0.190 95.00 1.5 0.5 6.6 0.85 0.70 Some Some b n 57 AGWaLt 1 North 0.290 0.190 57.00 1.5 0.5 6.6 0.85 0.70 Some Some REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 4 of 13 Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King-Casamento Residence 2667 Long Creek Dr Window Information. i Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading L w 38 AGWall 1 West 0.290 0.190 38.00 1.5 0.5 6.6 0.85 0.70 Some Some l w 38 AGWaLL 1 West 0.290 0.190 38.00 12.0 0.5 6.6 0.85 0.70 Some Some L w 32.0 AGWaLL 1 West 0.290 0.190 32.00 12.0 0.5 8.5 0.85 0.70 Some Some Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front 4.25 AGWall1 21.0 0.193 4.3 No side 4.25 AGWall1 21.0 0.193 4.3 No Roof Information, Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation Hotroof HotRoof 2800.00 3500.00 Dark No Sealed 0.032 No No R42 6.5" Attic HDF vaulted R42 6.5" 332.00 332.00 Dark No Vaulted 0.032 No No HDF V J Roof Library List Ceiling: HotRoof R42 6.5" HDF Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 42.0 Cavity Insulation Thickness (in) 6.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note MC (2019-04-22) High density foam R42 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 5 of 13 Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King-Casamento Residence 2667 Long Creek Dr Roof Library List Ceiling: R42 6.5" HDF V Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 42.0 Cavity Insulation Thickness (in) 6.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note MC (2019-04-22) High density foam R42 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 6 of 13 Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr (Mechanical Equipment f, Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 �1)14W: .95 .EF Instant,P , Water Heater Type Instant water heater, Fuel Type Propane Energy Factor 0.95 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Heat: 92-AFUE 60k P SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 60.0 Seasonal Equipment Efficiency 92.0 AFUE Auxiliary Electric 550 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool: 14..5SEER 30k REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 7 of 13 ' Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso Rater[D:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr Mechanical Equipment System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 30.0 Seasonal Equipment Efficiency 14.5 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies ___ �. All bath faucets Et showers <= 2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 27 TOTAL Pipelength for longest DHW run 47 DWHR unit present? false DHW Diagnostics dhwGpd 33.97 peRatio 0.37 dishwasherGpd 1.69 clothesWasherHotWaterGPD 3.29 EDeff 0.90 ewaste 15.24 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu F 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 8 of 13 Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr [6uct Systems �4 Name Sys 1 Conditioned Floor Area(sq ft) 5648.0 #of Returns 1 Heating System 92 AFUE 60k P Cooling System 14.5 SEER 30k Supply Duct Surface Area(sq ft) 1143.7 Return Duct Surface Area(sq ft) 211.8 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 8.0 Return Conditioned space 100.0 8.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Total Duct Leakage Duct Test Stage Postconstruction Test LtO (based on Total DL) Total Duct Leakage Supply Et Return 10.00 CFM @ 25 Pascals 10.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 9 of 13 'Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr tinfiltration and Mechanical-ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 100 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 20.0 Fan Power (watts) 23.20 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 10 of 13 'Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr Lights and Appliances Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing No CEF 2.32 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity (CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 11 of 13 'Building Summary Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr �Mandatory,Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2016 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50% Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPLus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 12 of 13 "Building Property Organization HERS King / Casamento Residence Energy Testing Services LLC. Projected Rating 2667 Long Creek Dr 631-244-2627 Rating No:MC211 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder King / Casamento Residence King / Casamento Residence King—Casamento Residence 2667 Long Creek Dr DOE Zero Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false, Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Ti lt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 13 of 13 King/Casamento Residence 2667 Long Creek Dr Southold HVAC Load Calculations for King/Casamento Residence PO Box 4528 Southold, NY 11971 GI lift RIW Prepared By Michael Caruso Energy Testing Services LLC 1648 Locust Ave Unit A Bohemia, New York 11716 1-631-244-2627 Wednesday, October 2,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC King/Casamento,Residence 2667 Lonq Creek Dr Southold 1648 Locust Avenue Suite A Bohemia NY 11716JJf1 Page 2 Pro"ect Report General Pro'ect1hformation Il Project Filename C\Users\Sales\AppData\Local\Elite Software\Rhvac 9\King_Casamento Residence 2667 Long Creek Drive Southold.rh9 Project Title: King/Casamento Residence 2667 Long Creek Dr Southold Designed By: Samuels&Steelman Architects Project Date: Wednesday, October 2,2019 Client Name: King/Casamento Residence Client Address, PO Box 4528 Client City: Southold, NY 11971 Client Phone: 631-734-6405 Company Name: Energy Testing Services LLC. Company Representative: Michael Caruso Company Address- 1648 Locust Ave Unit A Company City- Bohemia, New York 11716 Company Phone: 1-631-244-2627 Company E-Mail Address: mcaruso@energytestingservices.com Desi n Data 4 Reference City: Westhampton, New York Building Orientation- Front door faces South Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0 998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum Rel.Hum y Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures €E= Total Building Supply CFM: 1,062 CFM Per Square ft.: 0.370 Square ft. of Room Area: 2,873 Square ft Per Ton: 1,281 Volume (ft'): 26,359 FB—uildinq,Loads Total Heating Required Including Ventilation Air. 39,932 Btuh 39 932 MBH Total Sensible Gain: 23,966 Btuh 89 % Total Latent Gain: 2,940 Btuh 11 % Total Cooling Required Including Ventilation Air. 26,907 Btuh 2.24 Tons(Based On Sensible+ Latent) Notes, Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets'both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\King_Casamen ... Southold.rh9 Wednesday, October 2,2019, 9.12 AM Rhvac-Residential&Light Commercial HVAC Loads ��� Elite Software Development,Inc. Enerqy Testing Services LLC E! King/Casamento Residence 2667 Long Creek Dr Southold 1648 Locust Avenue Suite A Bohemia NY 11716 / Page 3 Load Preview Report Net ft Se Lat Net Sen Htg Sys Sys Ac Du Scope To fTo Are Gai GainGainl Loss CFM CFM CFM Siz Bwldmq 224 1,281 2,873 23,966 2,940 26,907 39,932 456 1,062 1,062 System 1 224 1,281 2,873 23,966 2,940 26,907 39,932 456; 11062 1,062 12x1 Ventilation 658 1,535 2,194 4,938 Zone 1-Clq 82%,Htq 79% 2,161 21,465 1,303 22,768 27,716 3611 9781 978 12x1 1-Lroinq Room 375 3,829 183 4,012 9,036 118' 1741 174 2-- 2-Kitchen 368 4,020 900 4,920 1,160 151 1831 183 2-- 3-Dmmq Room 176 2,640 42 2,682 2,987 391 120, 120 2- 4-Sun Room 295 2,933 70 3,003 5,653 741 1341 134 2- 5-Hall 80 91 0 91 252 31 41 4 1- 6-Bath 1 34 39 0 39 107 1 . 2 2 1- 7-Laundry 96 610 0 610 302 4,, 281 28 1- 8-Meeh Room 50 557 0 557 158 21 25 25 1 9-Foyer 232 1,828 38 1,866 3,005 39� 831 83 1-- 10-Library 167 1,562 30 1,592 2,161 28; 71! 71 1-- 11-Guest Bath 78 253 10 263 608 e1 12 12 1-4 12-Guest Room 210 3,103 30 3,133 2,287 30' 141 141 2-- Zone 2-Clq 18%,Htq 21% 712 4,729 102 4,831 7,278 95 2151 215 6x 13-Master Bedroom 336 3,819 40 3,859 3,467 45 1741 174 2- 14-WIC 1 151 172 0 172 476 6; 81 8 1 15-Master Bath 225 738 62 800 3,335 431 341 34 1- Sum of room airflows may be qreater than system airflow because system has multiple zones C.\...\King_Casamen . . Southold.rh9 Wednesday, October 2,2019, 9:12 AM Rhvae-Residential&Light Commercial HVAC Loads = ��� Elite Software Development,Inc. Energy Testing Seances LLC King/Casamento Residence 2667.Lonq Creek Dr Southold ,1648 Locust Avenue Suite A Bohemia NY 11716 ��t�JJ// Page 4 Duct Size Preview Room or Minim u Maxim u Rough Desig SP Duc Duc Htg Clg Act Duct Duct Name FS0.1--] Veloci Veloci Facto L/10 Loss Veloci Lengt F i Svstem 1 Supply Runouts Zone 1 1-Lromq Room Built-In 450 750 001 01 6398 118 7 .17 174 2-- 2-Kitchen Built-In 450 750 001 01 4664 15 18 183 2-- 3-Dininq Room Built-In 450 750 001 01 6892 39 120 120 2- 4-Sun Room Built'In 450 750 001 01 4901 74134 134 2-- 5-Hall Built-In 450 750 001 01 475 3® 4 1-- 6-Bath 1 Built-In 450, 750 001 01 204 1 2 2 1-- 7-Laundry Built-In 450 750 001 01 3185 4 . 28 28 1-4 8-Mech Room Built-In 450 750 001' 01 2908 2 25 25 1-- 9-Foyer Built-In 450 750 001 01 6109 39 83 83 1-- 10-Library Built-In 450 750 001 0.1 522 28 71 71 1-- 11-Guest Bath Built-In 450 750 001 01 1321 8= 12 1- 12-Guest Room Built-In 450 750 001 01 5185 30 . 141 141 2-- Zone 2 13-Master Bedroom 1 Built-In 450 750 001 01 6381 45 174 174 2­5 14-WIC 1 Built-In 450 750 001 01 898 6 F8� 8 1-- 15-Master Bath Built-In 450 750 001 01 3853 43 34 34 1- Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0 003 01 7965 456 1;06 1,062 12x1 Summary System 1 Heatlnq Flow 456 Cooling Flow. 1062 C\. \King_Casamen . Southold rh9 Wednesday, October 2, 2019, 9:12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing,Services LLC ° ! Kmq/Casamento Residence 2667 Long Creek Dr Southold 1648 Locust Avenue Suite A Bohemia NY 11716 Pa e 5 Total Building Summary Loads Component .'A Area, Sena°N Lat Sen ,, Total Descri tion.`_ Oban a Loss .'Gain° Gain# Gain .29,.19: Glazing- 708 12,318 0 8,195 8,195 11 G: Door-Wood-Panel, U-value 0.54 42 1,361 0 431 431 11 D: Door-Wood-Solid Core, U-value 0.39 42 982 0 312 312 12F-Osw°Wall-Frame, R-21 insulation in 2 x 6 stud 1862.5 7,263 0 1,007 1,007 cavity, no board insulation, siding finish,wood studs, U-value 0.065 Custom2 R-42 CC 6"° Roof/Ceiling-Roof Joists Between 2873 4,135 0 2,622 2,622 Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R-42 CC Spray,Foam 6", U-value 0.024 19A-30p Floor-Over enclosed crawl space, No insulation 2873 4,919 0 655 655 on exposed walls, sealed or vented space, passive, R-30 blanket U-value 0 034 Subtotals for structure 30,978 0 13,222 13,222 People: 0 0 0 0 Equipment: 900 9,870 10,770 Lighting 0 0 0 Ductwork: 0 0 0 0 Infiltration.Winter CFM:61, Summer CFM 25 4,016 505 216 721 Ventilation: Winter CFM: 75, Summer CFM.75 4,938 1,535 658 2,194 Exhaust: Winter CFM- 50 Summer CFM: 50 Total Building Load Totals: 39,932 2,940 23,966 26,907 `Check Fi° u'res. Total Building Supply CFM: 1,062 CFM Per Square ft° 0.370 Square ft. of Room Area: 2,873 Square ft. Per Ton: 1,281 Volume (ft') 26,359 Buildih' Loads Total Heating Required Including Ventilation Air: 39,932 Btuh 39.932 MBH Total Sensible Gain, 23,966 Btuh 89 % Total Latent Gain: 2,940 Btuh 11 % Total Cooling Required Including Ventilation Air. 26,907 Btuh 224 Tons(Based On Sensible+ Latent) Notes ,, Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\King_Casamen .. Southold.rh9 Wednesday, October 2,2019, 9 12 AM Rlivac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLCKing/Casamento Residence 2667 Long Creek Dr,Southold 1648 Locus Avenue Suite A Bohemia NY 11716 Pa e 6 S stem 1 Sys 1 Summa Loads y. Component ; -Area' Seng Lat '°Sen°`' Total Descri tio'ri., =Quant LossV -Gain;. Gain:ir. -Gain 29,.19: Glazing- 708 12,318 0 8,195 8,195 11 G: Door-Wood- Panel, U-value 0.54 42 1,361 0 431 431 11 D. Door-Wood-Solid Core, U-value 0 39 42 982 0 312 312 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 1862.5 7,263 0 1,007 1,007 cavity, no board insulation, siding finish,wood studs, U-value 0.065 Custom2 R-42 CC 6": Roof/Ceiling-Roof Joists Between 2873 4,135 0 2,622 2,622 Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R-42 CC Spray'Foam 6", U-value 0.024 19A-30p- Floor-Over enclosed crawl space, No insulation 2873 4,919 0 655 655 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure. 30,978 0 13,222 13,222 People. 0 0 0 0 Equipment: 900 9,870 10,770 Lighting: 0 0 0 Ductwork 0 0 0 0 Infiltration,Winter CFM:61, Summer CFM: 25 4,016 505 216 721 Ventilation: Winter CFM: 75, Summer CFM: 75 4,938 1,535 658 2,194 Exhaust- Winter CFM: 50, Summer CFM- 50 System 1 Sys 1 Load Totals: 39,932 2,940 23,966 26,907 Check Fi uses Supply CFM. 1,062 CFM Per Square ft.: 0.370 Square ft. of Room Area. 2,873 Square ft. Per Ton: 1,281 Volume (ft'): 26,359 t stemtoads Total Heating Required Including Ventilation Air: 39,932 Btuh 39 932 MBH Total Sensible Gain: 23,966 Btuh 89 % Total Latent Gain 2,940 Btuh 11 % Total Cooling Required Including Ventilation Air 26,907 Btuh 2.24 Tons(Based On Sensible+ Latent) FN_otes< .. Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D All computed results are estimates as budding use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C.\...\King_Casamen ... Southold rh9 Wednesday, October 2, 2019, 9:12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC 11 Kinq/Casamento Residence 2667 Lonq Creek Dr Southold 1648 Locust Avenue Suite A Bohemia NY 11716 ������JJJ/// Page E ui ment Data - System 1 - Sys 1 Cooling System Type: Standard Air Conditioner' Outdoor Model: 24ACC630A*030* Indoor Model: FX4DN(B,F)037L Tradename. CARRIER AIR CONDITIONING Outdoor Manufacturer. CARRIER AIR CONDITIONING AHRI Reference No.: 9178722 Nominal Capacity: 28,800 Adjusted Capacity* 33528 Adjusted Sensible Capacity: 23704 Adjusted Latent Capacity: 9824 Efficiency: 16 SEER Heating System Type: Propane Boiler Model- NCB-240E Tradename: NAVIEN Manufacturer: NAVIEN, INC. Description. Natural Gas or Propane Boiler Capacity. 112,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB:70F, Sen gain: 23,966 Btuh, Lat. gain: 2,940 Btuh, Sen. loss: 39,932 Btuh, Entering clg. coil DB:75 6F, Entering clg. coil WB. 63.2F, Entering htg. coil DB: 60.1F, Clg.coil TD:20F, Htg. coil TD:70F, Req. clg. airflow: 1062 CFM, Req. htg. airflow:456 CFM C.\...\King_Casamen . . Southold.rh9 Wednesday, October 2, 2019, 9:12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC „ King/Casamento Residence 2667 Long`Creek Dr Southold_ 1648 Locust Avenue Suite A Bohemia NY 11716 Page 8 Manual S Performance Data - System 1 - Sys 1 Loads and Desi- n Conditions '-11, Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 23.966 Outdoor Wet Bulb: 71 Latent Gain: 2.940 Indoor Dry Bulb: 75 Total Gain: 26.907 Indoor RH: 50 Load SHR: 089 Supply Airflow: 1,062 Entering Dry Bulb: 75.6 Entering Wet Bulb: 63.2 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 39.932 Indoor Dry Bulb: 70 Entering Dry Bulb: 60.1 Indoor RH: 30 Supply Airflow: 456 Equipment Performance Data at.S'`stem Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: 24ACC630A*030*+FX4DN(B,F)037L, Nominal Capacity:28.800, Manufacturer CARRIER AIR CONDITIONING ntered Intery 2latior D F-__... _EDB, _ otal r Power 75:6°F EWB Air Flow ODT B € -- ---- Capacity ° Input °F CFM �°F MBtuh kW i Sensible S/T- Capacity i l MBtuh. f`.`;'75 34 65 236 0 694 24.0 105 63 95 314 2.92 0.724 22.7 120 I 75 35.31 242 0 727 2567 ,x 95 31.93 298 0 761 2431 # 75 373.3 237 0.67 2502 105 ..`.. . 67 - �95 33.87 2.93 Q-7 23 120 75 38,0.2 243 0 704 26.7_ F, 95 344 2.99 0.738 25. Interpolation Results: Percent LQad of Load Sensible Capacity' 23.705 23.966 99% Latent Capacity' 9.824 2.940 334% Total Capacity: 33.529 26.907 125% Power Input 2.59 Heating: Model Type: Propane Boiler, Model: NCB-240E, Nominal Capacity: 112.000, Manufacturer: NAVIEN, INC Results: Percent LQad of Load Heating Capacity 112.000 39.932 280% C:\...\King_Casamen ... Southold.rh9 Wednesday, October 2,2019, 9:12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC King/Casamento Residence 2667 Lonq Creek Dr Southold 1 Locust Av nu Suite A Bohemia,NY 1171 P System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 5,000 4,000 e e � 3,000 e L .ill J Cal e C (7 W Z 2.000 1,000 0 —i— Living Room(36%) —F Kitchen(0%) —� Dining Room(50%) �— Sun Room(77%) Hall(0%) —+-- Bath 1(0%) Laundry(0%) 0 Mech Room(0%) Foyer(71%) —>� Library(82%) —� Guest Bath(51%) Guest Room(37%) �— Master Bedroom(45%) t WIC 1(0%) Master Bath(39%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\...\King_Casamen ... Southold.rh9 Wednesday, October 2, 2019, 9:12 AM Rhvac=Residential&Light Commercial HVAC Loads Elite Software,Development,Inc. Energy Testing Services LLC Kinq/Casamento Residence 2667 'Long Creek Dr,Southold 1648 Locust Avenue Suite A Bohemia NY 11716 Pae 10 S stem 1 Zone 1 Summaty Loads Peak Load Procedure for Rooms ent _- `Area :'$en_ Lai Seri;; �Tofal Compon Descri tiona Qtian '4 Lossp '.Gain Gain •Gain` .29,.19: Glazing- 550 9,569 0 9,046 9,046 11 G: Door-Wood- Panel, U-value 0.54 42 1,361 0 431 431 11 D: Door-Wood-Solid Core, U-value 0.39 42 982 0 312 312 12F-Osw.Wall-Frame, R-21 insulation in 2 x 6 stud 1484.5 5,789 0 803 803 cavity, no board insulation, siding finish,wood studs, U-value 0 065 Custom2 R-42 CC 6": Roof/Ceiling-Roof Joists Between 2161 3,110 0 1,973 1,973 Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R-42 CC Spray Foam 6", U-value 0 024 19A-30p: Floor-Over enclosed crawl space, No insulation 2161 3,700 0 493 493 on exposed walls, sealed or vented space, passive, R-30 blanket U-value 0.034 Subtotals for structure: 24,511 0 13,058 13,058 People, 0 0 0 0 Equipment: 900 8,235 9,135 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration`Winter CFM`49 Summer CFM:20 3,205 403 172 575 System 1, Zone 1 Load Totals: 27,716 1,303 21,465 22,768 Check Fi 6r`es Supply CFM. 978 CFM Per Square ft 0 453 Square ft. of Room Area- 2,161 Square ft Per Ton: 1,139 Volume (ft') 20,663 Zone Loads Total Heating Required: 27,716 Btuh 27.716 MBH Total Sensible Gain. 21,465 Btuh 94 % Total Latent Gain: 1,303 Btuh 6 % Total Cooling Required: 22,768 Btuh 1.90 Tons(Based On Sensible+ Latent) Notes"', Rhvac is an ACCA approved Manual J, D and S computer program Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates'as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C-\.. \King_Casamen ... Southold.rh9 Wednesday, October 2, 2019, 9.12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,,Inc. Energy Testing Services LLC j( 41��I/ King/Casamento Residence 2667 Long Creek Dr Southold 1648 Locust Avenue Suite A Bohemia NY 11716 41,,1/ Page 11 S stem 7 Zone 2 Summary Loads Peak Load Procedure for Rooms Component �` Area Sen;' Lat - Sen Total Descri tion ` '� -Quan Losse Gain Gain.: Gain .29,.19: Glazing- 158 2,749 0 2,035 2,035 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 378 1,474 0 204 204 cavity, no board insulation, siding finish,wood studs, U-value 0.065 Custom2 R-42 CC 6": Roof/Ceiling-Roof Joists Between 712 1,025 0 649 649 Roof Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R-42 CC Spray Foam 6", U-value 0.024 19A-30p: Floor-Over enclosed crawl space, No insulation 712 1,219 0 162 162 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0 034 Subtotals for structure: 6,467 0 3,050 3,050 People: 0 0 0 0 Equipment. 0 1,635 1,635 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 12, Summer CFM, 5 811 102 44 146 System 1, Zone 2 Load Totals: 7,278 102 4,729 4,831 Check Fib ures Jj Supply CFM: 215 CFM Per Square ft.: 0.303 Square ft. of Room Area. 712 Square ft Per Ton- 1,769 Volume(ft'): 5,696 Zone Loads iC Total Heating Required: 7,278 Btuh 7.278 MBH Total Sensible Gain: 4,729 Btuh 98 % Total Latent Gain: 102 Btuh 2 % Total Cooling Required: 4,831 Btuh 0.40 Tons(Based On Sensible+ Latent) Notes ] Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as budding use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions C\. \King_Casamen ... Southold.rh9 Wednesday, October 2, 2019, 9:12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC 1I �u,l/ Kinq/Casamento Residence 2667 Long Creek Dr Southold 1648 Locust Avenue Suite A Bohemia NY 11716 ���444VVV Page-12 S stem 1 Room Load Summaty 11 Htg- Min Run Run Clg " Clg� Min Act, Room Arep Sens •• , Htg n Duct,µ Duct SensLat• .Clg Sys No ,Name SF Btuh CFM Size-. Vel -'-Btuh-, BtUh " CFM` CFM ---Zone 1--- 1 Living Room 375 9,036 118 2-5 640 3,829 183 174 174 2 Kitchen 368 1,160 15 2-6 466 4,020 900 183 183 3 Dining Room 176 2,987 39 2-4 689 2,640 42 120 120 4 Sun Room 295 5,653 74 2-5 490 2,933 70 134 134 5 Hall 80 252 3 1-4 48 91 0 4 4 6 Bath 1 34 107 1 1-4 20 39 0 2 2 7 Laundry 96 302 4 1-4 319 610 0 28 28 8 Mech Room 50 158 2 1-4 291 557 0 25 25 9 Foyer 232 3,005 39 1-5 611 1,828 38 83 83 10 Library 167 2,161 28 1-5 522 1,562 30 71 71 11 Guest Bath 78 608 8 1-4 132 253 10 12 12 12 Guest Room 210 2,287 30 2-5 518 3,103 30 141 141 Zone 1 subtotal 2,161 27,716 361 21,465 1,303 978 978 ---Zone 2--- 13 Master Bedroom 336 3,467 45 2-5 638 3,819 40 174 174 14 WIC 1 151 476 6 1-4 90 172 0 8 8 15 Master Bath 225 3,335 43 1-4 385 738 62 34 34 Zone 2 subtotal 712 7,278 95 4,729 102 215 215 Ventilation 4,938 658 1,535 System 1 total 2,873 39,932 456 23,966 2,940 1,062 1,062 System 1 Main Trunk Size- 12x16 in. Velocity: 797 ft./min Loss per 100 ft.: 0.095 in.wg Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. Cooling System Summa[y Cooling Sensible/Latent' Sensible Latent Total -Tons Split- Bfuh Btuh Btuh Net Required: 2.24 89%/11% 23,966 2,940 26,907 Actual: 2.40 75%/25% 21,600 7,200 28,800 E ui Ment Data I[ Heating System Cooling System Type: Propane Boiler Standard Air Conditioner Model: NCB-240E 24ACC630A*030* Indoor Model FX4DN(B,F)037L Brand: NAVIEN CARRIER AIR CONDITIONING Description Natural Gas or Propane Boiler Efficiency. 95 AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 28,800 Btuh Adjusted Capacity: n/a 33,529 Btuh Sensible Capacity: n/a 21,600 Btuh Adjusted Sensible Capacity, n/a 23,705 Btuh Latent Capacity: n/a 7,200 Btuh Adjusted Latent Capacity n/a 9,824 Btuh AHRI Reference No.: n/a 9178722 C-\ ..\King_Casamen .. Southold rh9 Wednesday, October 2, 2019, 9:12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testinq Services LLC 11 i Kinq/Casamento Residence 2667 Lonq Creek Dr Southold 1648 Locust Avenue Suite A Bohemia NY 11716s, ���"1���.V// Page 13 System 1 Room Load Summa cont'd Equipment Data - !S -- This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB, 83F, SOWB: 71 F,WODB 10F, SIDB:75F, SIRH: 50%,WIDB: 70F, Sen. gain: 23,966 Btuh, Lat. gain:2,940 Btuh, Sen. loss: 39,932 Btuh, Entering clg. coil DB- 75.6F, Entering clg. coil WB:63.2F, Entering htg. coil DB: 60AF, Clg. coil TD: 20F, Htg coil TD-70F, Req. clg. airflow: 1062 CFM, Req. htg. airflow:456 CFM C•\ ..\King_Casamen . Southold.rh9 Wednesday, October 2, 2019, 9:12 AM FOUNDATION (IST) ----------------------- ROUGH FRA.MING PLUMBING mop INSULATION PER N.Y. 8TATE ENERGY CODE �I. -:��� ►,,rte'�����i . �, i �'�'J,� _ lIR u GNAL COMNTS MEAN"m T"Aark =50H ROW �. I► i ri rA a=a a ' 1oi wals i r M .IjI • r "U,r a= TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form Trustees Flood ® Flood Permit Examined ,20� Storm-Water Assessment Form MAR 2 7 2019 Contact: Samuels & Steelman Architects Approved 20 Mail to: 25235 Main Road utc ogue, NY 1193b Disapproved a/c TOWNOF S 91L DI Phone: 631 734-6405 IDPExpiration ,20 BuildWg n or APPLICATION FOR BUILDING PERMIT Date March 20, 2019 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (SV" ' 1&V nathurWeof applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Timothy Casamento & Kleo King (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work•will,be-done•..,..° - _,.., _�..r,..� 2667 _ Loria Creek"Idad << + � ''` ,drama 1 Southold House Number Streef i'P,ti`� !�; r;, +r= '; °j' .16�49�:' yPt,1.fltil tli nIet County Tax Map No. 1000 Section 525 _ Bloc 9. Lot 1.2 Subdivision ____ " =�1 Fite 'If ) No.` ---- Lot ---- i ` r;\ '1'l.°f4C ,'",�''��1 d�!".i 3 fL?7�.�lf l�F it;.l•✓ tj j'1 � , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition, ._ Other Work e ►. ' f ,� (Description), 4. Estimated Cost ---- t Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units one Number of dwelling units'on•dach floor ------ If garage, number of cars 5. If business, commercial or mixed occupancy, specify nature,and extent of each type of use. ---- 7. Dimensions of existing structures, if any: Front NA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front NA Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 86-9 Rear 86'-911 Depth 56'-6" Height 24'-811 Number of Stories onewith crawl s ace 9. Size of lot: Front 275' Rear 210' Depth 326.73' 10. Date of Purchase 2017 Name of Former Owner 1 l. Zone or use district in which premises are situated R - 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO 13. Will lot be re-graded?YES V NO Will excess fill be removed from premises? YESNO Timothy Casamento 17 Woodbridge Ct 14. Names of Owner of premises Kleo King Address West Babylon,11704 Phone No. 917 337-3390 Name of Architect Tom Samuels Address 25235 Main Rd Cutchoibbene No 631 734 6405 Name of Contractor Address P-hoone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESV NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. ( see attached 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES V NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk Tom Samuels being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Fle is the Architect (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn efo dme his ay of 20 If LMEN SSICK 521 -NWOYAAY-PVB�fC-ST Notary Public gnature of A pplicant Qualified in Suffolk County My Commission Expires May 23, 2020 917 +Ub �fichaeI J.Domino,President ti0�®� S®U�iy®l Town Hall Annex John M.Bredemeyer III,Vice-President Q 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski CA tZ Telephone(631) 765-1892 Greg Williams' ®ly,Co� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2019 Thomas J. McCarthy McCarthy Management, Inc. 46520 'C.R. 48 Southold, NY 11971 RE: TIMOTHY CASAMENTO & KLEO KING 2667 LONG CREEK DRIVE, SOUTHOLD SCTM# 1000-52-9-1.2 . Dear Mr. McCarthy: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 13, 2019: WHEREAS, McCarthy Management, Inc., on behalf of TIMOTHY CASAMENTO & KLEO KING applied to the Southold Town Trustees for an Amendment to Wetland Permit1#9228 under the;provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 27, 2018, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 r NOW THEREFORE BE IT, RESOLVED,,that the Southold Town Board of Trustees APPROVE the Amendment to Permit#9228 for a proposed one-story 2,844sq.ft. dwelling with crawl space; attached 519sq.ft. covered porch plus a 318sq.ft. screened in portion with three sets of stairs to grade, each with three treads covering 49sq.ft, 28sq.ft. and 27sq.ft.; attached 69sq.ft. covered rear porch with stairs to grade of three treads covering 18sq.ft. with an open 24sqft rear landing with 21 sq.ft. of stairs to grade for a total footprint of 3,917sq.ft.; install a new sanitary system; construct a 144sq.ft. shed; construct a 702sq.ft. impervious stone terrace at grade with outdoor kitchen/barbeque equipment; construct new 2,495sq.ft. impervious driveway at grade with drainage provided; construct 340sq.ft. and 305sq.ft. impervious walkways to dwelling; provide silt fencing around construction area to be installed prior to and to remain during construction; construct a fence or small stone boundary delineating the landward edge of 50' wide non- disturbance buffer area; provide new topsoil and landscaping, including irrigation using public water; provide underground connections to power, telephone and water; install gutters,to leaders to drywells to contain roof/stormwater runoff; and to provide vegetation up to the 50' buffer with lawn; and as depicted on the,survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated December 13, 2018, and stamped approved on February 13, 2019. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This isnot a determination from any other agency. Sincerely, Michael J. Domino, President Board of Trustees MJD/dd Glenn Goldsmith,President S®(�T� Town Hall Annex Michael J.Domino,Vice-President �O� ®�® 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams `gyp i0 Fax(631)765-6641 Cou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1738C Date:August 12,2020 THIS CERTIFIES that thepro-osed ane story 2 844sq�ft dwelling with crawl pace•attached 519sq.ft. covered porch plus a 318sq_ft screened inrportion with three sets of stairs to grade each with three treads covering 49sq ft 28sg.ft and 27sq'ft•attached 69sq ft covered rear porch with stairs to grade of three treads covering 18sa ftwith an open 24sq.ft.rear landing with 21 sq ft of stairs to grade for a total footprint of 3 917sq ft -install a .new sanitary stem_construct a 144sq.ft.shed:construct new 2,495sn ft hpervious driveway at grade with drainage,provided:construct 340—ft and 305sq ft impervious walkways to dwellin�,_tarovide silt fencing around construction area to be installed prior to and to remain during construction:construct a fence or small stone boundary delineating the landward edge of 50'wide non-disturbance buffer area:provide new topsoil and landscaRing including irrigation using public water,provide underground connections to power,telephone and water,• install gutters to legders to drywells to contain roof/stormwater runoff,and to provide vegetation un to the 50' butter with IMM At 2667 Long Creek Drive,Southold Suffolk County Tax Map#1000-52-9-1.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 13,2018 pursuant to which Trustees Wetland Permit#9228 Dated May 16,2018,was issued and Amended onebtu lard 3.2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the proposed one-story 2 844sq ftdwelling with,crawl space:attached 519sq ftcoveredporchplus a 318sq ft screened in portion with three sets of stairs to grade,each with three treads covering 49sa ft28sq ft and 27sq,ft,attached 69sg ft covered rear porch with stairs to rade of three treads covering 18sq ft with an open 24sg ft rear landing with 21sq ft of stairs to grade for a total footprint of 3 917sq ft•install a new sanitary system:construct a 144sq ft shed•construct new 2 495sa.ft. impervious driveway at grade with drainage provided;construct 340sq ft and 305sa ft impervious walkways to dwelling:provide silt fencing around construction area to be installed prior to and to remain during construction:construct a fence or small stone boundary delineating the landward edge of 50'wide non-disturbance buffer area:provide new topsoil and landscapin& including irrigatt�,_on using public water,provide underground connections to power,telephone and water•install gutters to-leaders to drywells to contain rooflstonnwater runoff,and to provide vegetation up to the 50' buffer with lawn. The certificate is issued to'Timoth, C� asamento KIS eo King owners of to aforesaid property. ~ Authorized Signature l_ .N EW YORK S 1 ATE: 1)L•;PA'R7 \'1 OF ENVIRON\4ENTAL CONSE:RVA-I—S v Facility DEC ID 1-4738-01580 PERMIT F- Under the Environmental Conservation Lave (ECL) L Permittee and Facility Information Permit Issued To: Facility: KLEO KING CASAMENTO/KING PROPERTY 17 WOODBRIDGE CT 2667 LONG CREEK DR WEST BABYLON, NY 11704 SOU"IHOLD,NY 11971 TIMOTHY CASAMENTO 17 WOODBRIDGE CT WEST BABYLON,NY 11704 Facility Application Contact: THOMAS J MCCARTIIY 46520 CO RD 48 SOL;THOLD,NY 11971 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 717.493 NYTM-N: 4551.097 Latitude: 41°04'55.4" Longitude: 72°24'39.0" Project Location: 2667 Long Creek Drive, Southold, SCTM# 1000-52-9-1.2 Authorized Activity: Construct a new single family dwelling and appurtenances, septic system, driveway, shed, and drainage structures. Install a permanent fence or row of small stones along the landward edge of the 50-foot buffer. All work shall be in strict conformance with the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC last revised on 6/1/18, and stamped "NYSDEC APPROVED" on 6/8/18. F_, Permit Authorizations Tidal Wetlands - Under Article 25 Permit TD 1-473 8-045 80/00001 New Permit Effective Date: 6/8/2018 Expiration Date: 6/7/2023 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. Page 1 of 6 NEW YORK STATE DEPART .\T OF FNVIRONME. TAI.CO\SI:RVA_[,:,N Facility DEC ID 1-4738-04-580 Permit Administrator:JOHN A %IL-LI Deputy Regioi ermit Administrator Address: NYSDEC Re ' n Headquarter- II SI;\'-Y-R S IIy�rook 50 Ci•ele Rd ,it tong B k,\'Y 1179 09 Authorized Signature: %� Uate<�,G/ /r_l Distribution List THOMAS J MCCARTHY Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERIMITS NOTIFICATION OF OTHER PERTMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit -This permit authorizes only those regulated activities/structures identified under the section "Authorized Activity" and all proposals shown on the approved survey. DEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of strictures,which would have required a permit but for which no permit or other authorization has been granted DEC. 2. 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 Kenneth M. Woychuk Land Surveying, PLIC last revised on 6/1/18, and stamped "NYSDEC APPROVED" on 6/8/18. ' 3. 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 fiilly aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned. along with photographs of the completed work. •t. 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. Page 2 of 6 AWL NEW YORK STA'L'E DEPART \'I'OF E\VIItU\!9E\'I'A1.CO\SERVAL Facility DEC 11) 1-4738-04580 5. "Tidal Wetland Covenant The permittee Shall incorporate the attached COVCnant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. "Phis decd covenant shall run with the land into perpewity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted w1t111n 90 days of the effective date of this permit to Marine Habitat Protection \YSDEC Region 1 Headquarters SUNY @ Stony Brook 50 Circle Rd Stony Brook,\Y11790 -3409 Attn: Compliance 6. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 7. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 8. Straw Bales 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 50 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. 4. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 10. Coner'ete 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. 11. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 12. Roof Runoff Directed to Drywells Roof runoff shall be directed-to drywells with the capacity to store/recharge the runoff from a 2 inch /24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. Driveway runoff must be directed to drainage structures as shown on the approved survey. 14. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash. broken concrete or demolition debris). Page 3 of 6 \GW VO11K SI'ATE: DEPART '7T OF ENV IRONVIENTAL CO\SERVAI ,,.N Facility DEC 11) 1-4738-04_580 I,. Contain Exposed, Stockpiled Soils All disturbed areas Where soil will be temporaril}' exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved dcvices) placed on the seaward side between the fill and the Nvetland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 17. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 18. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 19. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 20. 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. 21. State May Require Site Restoration If upon the expiration or revocation of this pen-nit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfuIIy require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 22. 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 wireasonable 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 mariner 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. leo claim shall be made against the State of'New York on account of any such removal or alteration. 23. State Not Liable for Damage The State ofNew 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 hom any such damage. Page 4 of 6 NE'W YORK STATF. DEPART \T OF 1,\VIRO\VIF,\'I'AI,CO\SF:12VA'I._. N Facility DEC 11) 1-4738-04580 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. F acilit)- Inspection by The Department The permitted site or facility, including relevant records_ is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced neaps, 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. 3. Applications For Permit Renewals, 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,NY11790 -3409 4. Submission of Renewal Application The pennittee 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 authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the pen-nit 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 in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 NEW YORK STAI'E DEPART \T OF ENVIRONMENTAL CONSERVAI � s Facility DEC 11) 1-1738-04580 e. noncompliance with previously issued permit conditions. orders of the commissioner. any provisions of the Environmental Conservation Law or regulations of the Department related to the,permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer• should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The perinittee, 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 cormection 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. 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 perinittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other pennits, 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 Scott A. Russell 1S111k� STORMWA-IF]E]k SUPERVISOR MAINA\GIEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 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 INV®1LYE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) I ❑ A. Clearing, grubbing, grading or stripping of land which affects more" 1 than 5,000 square feet of ground surface. 1 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. &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. ❑JZ E. Site preparation within the one-hundred-year floodplain as depicted j on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal Includes in-kind replacement of impervious surfaces. j J 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 (Properp 011ner.Design Professional,Agent,Contractor.Other) I S.C.T.M. �`: 1000 Date 1 I Distract j NAME Tom Samuels 52 9 1.2 3/20/19 r,. Section Block Lot I FOR BUILDING DLPAR'1 MEN'I' USE ONLY j Contact Information 631 7346405 Te4vAone\umbcn I I - - - - - - - - - - - - - - - - Reviewed i _j j Property Address / Location of Construction Work: ' _ — — — _ _ — ate_ -- — — — — I ( Appioved for processing Building Permit. 2667 Long Creek Dr. II Stormwater Management Control Plan Not Required. jSouthold, NY 11971 j' '' StormNNater Management Control Plan is Required. i (Forward to Engineering Department for Review.) FORM 11 SMCP-TOS MAY 2014 APPLICANT S.C.T.M.": 1000 suf CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 52 9 2 ° Stormwater Management Control Plan CHECK LIST NAME. Tom Samuels Section Block Lor6 g S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. � P,..P,rm Date �i �k The applicant must provide a Complete Explanation and/or Reason for not pioviding 734-6405 3/20/19 of t+�i� all hifoi rnation that has been Required by the following Checkhstl < � T,iepnm Number, ]. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel YES NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items: P P a Location& Description of Property Boundaries X00 b. Total Site Acreage. x 00 c. Existing-Natural & Man Made Features within 500 L.F. X �7 of the Site Boundary as required by §2,36-17(C)(2) d. Test Hole Data indicating Soil Charactei istics&Depth to Ground Water RAINAGE iNSPECTIONS ARE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. X 0= f. Existing& Proposed Contours of the Site (Minimum z intervals) EK1 00 Backfill, OR Provide Engineer's Lertification g. Location of all existing& proposed structures, roads, X �� t edrainage as been installed to Code. driveways,sidewalks, drainage improverients& utilities. h. Spot Grades& Finish Floor Elevations for all existing & X proposed structures. 1. Location of proposed Swimming Pool and discharge ring. I=IF-X-] na Location of proposed Soil Stockpile Area(s). X 0= k. Location of proposed Construction Entiance/Staging Are,]W. 7X7 EROSION I Location of proposed concrete washout area(s) X Shall include but no t be 1irnited t0; M. Location of all proposed erosion&sediment control measures. A W-11 maintained Construction 2. Stormwater Management Control Plan must include Calculations shoes ingWire d Silt Fencing, 51:30t - _ r that the storm\+ater improvements are sized to capture,store,and infiltrate X Seeding ofexpsed and/or inac iv on-site the run-off from all impen ious sur faces generated b) a two(2")inch rMiri rainfall/storm event. _ 3. Details&Sectional Drawings foi stoi mwater practices are required for approval MAR 2 Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. x b. Construction Entrance& Site Access. �0 c. Inlet Drainage Structures (eg catch basins,trench drains,etc.) X i_ d. Leaching Structures (e q infiltration basins,swales,etc-) [=IFx—ll not required l **** FOR ENGINEERING PART1v1E T ONLY**** Additional information is Required. it I Reviewed & I Stormwater- Management Control Plan is Not Complete. E Approved By: - - - l y - - - - - - -Stormwater Management Control Plan is Complete. j Date: 9 I SMCP has been approved by the Engineering Department. 1 FORM * SWCP Check List -TOS MAY 2014 F Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 t P.O.Box 1179 Southold, NY 11971-0959 i BUILDING DEPARTMENT NOTICE_ _OF UTILIZATION--OF TRUSS TIER, ONSTRUCTION,'PRE-ENGINE_ ERE_Q, l 4 ,WOOD CONSTRUCTION 1ANQIOR TIMBER-CONSTRUCTION: - Date. � 1 Owner:. - Location of Property:..01¢ ._ Pleasv,!� +-ke notice that the (,check applicable line): Y New commercial or residential structure Addition to existing commercial or residential structure _ Rehabilitation;;to an existing commercial or residential structure 3 to be constructed or performed at the subject property reference above will utilize (check applicable line): T Truss type construction (TT) r Pre-engineered wood construction (PW) Timber construction (TC) in,the fol wing location(s) (check applicable line), Floor framing, including girders and beams (F) Roof framing (R) „ Floor and roof framing (FR) Signature:, Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 l 6" .61AME'TE'R REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 ` 3 x s iF _ 1/2" STROKE? Va ��1Ff01�-co° Q BUIL. I 'DEPARTMENT-Electrical Inspector r _ 2019 TOWN OF SOUTHOLD AUG own Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 e9 (631) 765-1802 - FAX(631) 765-9502 roger.nchert(datown.southold.ny.us APPLICATION-FOR ELECTRICAL INSPECTION REQUESTED BY: Bob Burns Date: Company Name: Paul-Burns Electrical Contractors Inc Name: Paul R Burns Jr_ License No.: 3897ME email: pburnsjraQoptonline.net' Address: PO BOx 1061 Southold, NY 11971 Phone No.: 631-365-4735 JF JOB SITE INFORMATION: (All Information Required) Name: Casamento Address: 2667 R.O.W. off Long Creek Drive SOuthold Cross Street: ar ' ve• Phone No.: Bldg.Permit#: 43621 4 email: Tax Map District: 0 Section: �. Block: Lot:,��, BRIEF DESCRIPTION OF WORK(Please Print Clearly) New House,detached garage Circle All That Apply: Is job ready for inspection?: Y QNO Rough In Final Do you need a Temp Certificate?: ES Issued On c�— Temp Information: (All information required) Service Size 1 Ph 3 Ph, Size: 200 _ A #Meters 1 Old Meter# ew Service Fre Reconnect-Flood Reconnect-Service Reconnected =ndergroundOverhead erground Laterals a 2Frame Pole _ Work done on Service? Y- N Additional Information: PAYMENT DUE WITH APPLICATION - U 82-Request for Inspeotion Form.xls Ce J 4._ .( - .. _. .-tea._...,^�� ' 1 l� . .. ,.;' ,,. , ;r• T - :'��"3',,; -��I t V � a f./ :ai '.ti• ,r:����L'��I !/;'- I', ...,. :� ..,,r.. - -' - _ A y'' %',x'0,ra .�". .0 /M] -7V Y� • � �• - , f-.n. . .�,. �.. e p .,y-� � ..... .. ,�..._.,_ .. ,. n z - ..a",�.,r , - r ..,ria..�,.. .. .>..:pn:� — � ��f�//��7,►���//���/7/ F —f%_. 's,.�S ax��. 'i, ry i '2.°,^o':.`f .."t.• ..._... '' -. .: .r; £- •`� ,d+s•�,a _]] _ ` �tv�' :- ��'�i fa, _- _,i ..c,.-..rte ... ' w� ! �'�� '..•:�'>: -� _ .T i tr�z_, :4S Y ` - a• �''�♦` -{�Y)x V� G� .. {�' a ..<-�� � ..yu:9�-r •3.,'�"<..=N.. , _.3, •,,�//,�r, �e!'. _ ....-u. Vii.,..:•ry -., . ,;`;;. .... � - r-v 1 �� a, '-,�3 ..- .;'.<g.u_..:..-. ..-Av... ..d' r�. ...-;F,.-as;�,':�..�.._-.,u•...�.a....bs ,....t r.... u ry~ '` �. rae,.,=f✓`ry ry- - i`9, �+ u- �//s'/� f`�F 'r ��•.;` �•N,+w., .,w.jr5.-`.k..-a e. - :3. � r,p, r '^tM;- .5w�,n...,. a:a'm, ;rti.'a%.< uro:,,.[t'<."'xv^-2v:%f't..3 ag.'n s.� „ r �x^���a:,•�•�J��/„ ,.F«.,�, • , - .. ,.u } - >.r..` ,. '4 '- r r;- - ,.N as v .;.�H' .sN•v.. -.,.... ,a.... v, .. n,.. .-r+...0 :G�,q. - r ... � s*..r n�. ... ..mom. ,,1��M1y- r S'G( IV ke DECLARATIONNOF COWNAM'SAND RES'FRICTION SMidi visLoq tj P ivlap of"MM Creek Preser e" THIS DECUkRATION madc- by A-otela Notion. this jAeday of ho,r,:.1TJ2)f1€,r4i15�riL` PIS(. or of ill'. yrt!jj1�1,,e ko ;�outholdin the To%vn of Soutliold, County of Sitffolk entl Siaw of N'tw York, k"LOV"(1 Lilid designLied a.q Lot 1, Lot ?and Lot 4, " shown ou dic "Map of%,fill ('(eek Preserve" filed in the Suffolk County Clerk's Office on OV-M2005 as Map Number 11216(hereinafter"Prernises")dcsires to restrict the use ruid ckjoyment of said Orejl)iSes an(l jias fror such puqioses deterrnincd to impose on said PTC'mise's"Oveliants alk] re-strictioll and'doe's hereby declare that said Premises shall be held, and 'hall 1pL.' conyqC1.1 5i-'bJCt:t lfs "hc. lollim aw o'w'-ClAants an.-, 1, The piirpu-ne of tbusu Cove-nants ni'd RO',,trietions is to Ma"ItalF, the nattuml and agricultural characteristics of the Premisrl4,,to the exi-til pnq�--Ilcnblc 2. Thcre shall b,! no farther subdivision of the Premises, even if Pmmittvd to do so by any governing municipal xaxhor-Tty. h� no commucial 3- Othu than dic a-ig;TicL1ltk1r-(,,l usQs perimtk: activity conductcd on the Prernims; Lhis incitides but i�,jjut linjited to, prof'es;;ikmn1 offilces, fabricatim), art sludivs, rnaliufactwing, gniage sallus, tq, sales, etc o t� � ehicl.s may be displayed for sale at the Prlmiises. v 4, The mimmum foundation footprint for 1111c Primary stmcmres buUi on any lot al ibe Tn' 1, squaic fact iiiJudung thgar,a-C e i� naaxiri re . ftae' il)otagc.too the plimary stracwye i)j)ilt t)F, lents i through 4 sh-011b 5000 squ,re fc-CL. 5. All sti'milm's 111101 at 1114 b2ve exterior; niade Iron)-6atural materials, 6.c cedar shingles, stone,brrwk,wood clapboard,cte), Garage doovs,Shall P'D_face directly towafds the roadway mithout natuml 'scruening Dliti4.vvqs Shall be desioned to avniel a straizilt rkv-1 from tb(. roadw-ay tO the garag tI rmwh I nracticablc-. Declarant. her since-cors oqki .i'ssi gris, zn'e Fle'lit 'Er I-nodify this, clause w-,needed to accom.inedate the desit,11 Trialilitcs of wich individual lot A fi-xv Preffiises. 6. All wilitics zraist b;:'U11dVrg1OL1,-Jfl. ;:s or itlau5t.,tal equipTrarat shall be parrl't;6 All Utz Boatel Undcl 211 "'eci 16 ]angth may btu stored at the Premises in t1ju .ide. yeid c,r ivvu yald of each lot. pro-%ided tyle boat is shielded froin the view Of the WIjaCkrill 101W, 81. Duaipster-, %tmJl I-qrjls of any' size, except during con&truct-on, are not perinitwd on Garbage ).wits, satellite dishes. fbel tahk;,, sct ' w-5,ulimilk (excerst Lol trampolines, and clotheslines are permined at the Promisc:s. )Stat alust bo shic,cIed from view frow the,roadway and adjacent lots j. No livestock of any land rauy be raises.) 01 kespt (_sjj 1,ot,., I ihroup:h 4 at the Premisefi. Domesticated dogs,cats,and rabbits arepennitted. 11. All, outdoor flood lighting most be an a motion delcutill-L), Awitch a0d U11101 tlol e%ceeding 5 minutes. All other light sources must be shitided from the Ycadw,*1 and adjatent lot(s). 12. �kmplifiad niiis)o, live bands, tit cytjicj- gill);jwly Imid activity niu.sf be shut down no later thall1prn. . 'No lalvn or yard maintenanct, oll WPZLC1116 or holidilp. 13, No non-farrn related all-terrain Nrehicles,snowmobiles. motorized triki:s.quads, off- ICIZid jjjjjtCICyC.l08, car S� Ifflar fet,_ 'i eationol vellicle,,j inav be used at the Premtqes at any time. 14. -Me Ea�.'Icrlv view of Lot t13 shall not bt.obstructed b--'w* planwip-s ou 2('r=5. 15. TaKes, maintenance. and insurance for tile, roadway knu%va nsNoi'th Pastuie Drive shall be al poitioned to eaCh lot based on Paragraph 2 of the Covenants and Restrictions recordeal in Suffolk County Liber 00012329, 16. Any damage Ily all illdiVidUal lot owner, Of Uwa: lap:111, IL) "I'tc oon)'.I..un rv-30"%'ay' shall be repaired at the sole cost and c.xp--D,,-e of Tha-lot o1WqlP-- �'tv, T(j, ORT(�N Staic of'L"'4w Yoik County of Suffolk On the 24 dw, of MAY in the near 2017 btfore nie,tile uadclsiglled, a iNolavy public ill and lbr :aid. Stats, pirsonally uppe-ared ANGELA NORTON. ,, e I .1 r-.;(njjjjy!:.nowr, to rnv: irmved to n-te on the cvidt:nce to be the individual whose name ia subscribe; W th" within instrument and acknowledged to me that he exccuted thc-swno jr, his eppacity. and that by his sipiaturt;on the instnilneut, the individual, or the petscan upon behalf of which 6,-, individual acted, executed the instrument. _Nolary P-�Nicl LYNNE I't ESPOSITO N:UrYFUb.-V, S&A*'9CfI4W-r1Yank 00a5rad i'.1 Qumlor'5 Ctur.ty Samuels and Steelman Architects 25235 Main Road, Putchogue, NY 11935 631 734 6405 March 27, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: King Casamento Residence 2667 Long Creek Road, Southold I hereby apply for a Southold Town BUILDING PERMIT for the King Casamento Residence. This project includes the construction of a new one story house with new sanitary system and associated site-work. Attached documentation includes the_ following: 1. Building Permit Application 2. Four (4) sets stamped.Construction Drawings 3. Survey 4. Red-stamped;SCDHS permit 5. Southold Town Sanitary permit 6. Southold Trustees permit ' 7. NYS DEC permit 8. Erosion, Sedimentation & Storm-Water Run-off Assessment Form (see Trustees- Site Approved Town Engineer) 9. REScheck,Version-4.6.3 Compliance Certificate 10. Covenants and Restrictions 11. 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 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 TRAAGW"A= TO: Southold Town Building From: Tom Samuels DepL Address: Town of Southold Date: April 4y 2019 PO Box 1179, Southold CC: Re: CasaniNd oW nq SCTM#:1000.52 1.2 ( Urgent x For Review ( Please Convnent ( Please Reply Description: Please accept this Authorization to complete the Building Application file for Timothy Casamento and Kleo King, SCTM #1000-52-9-1.2 Thank you, 1 R �v. APR ,1 0 2019 1~ Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631734 6405 August 8, 2019 Southold-Town Building Department Main Road Southold, NY 11971 Re: King Casamento Residence 2667 Long Creek Road, Southold BP#43624 Please amend the BUILDING PERMIT for the King Casamento Residence. Conditions on site indicated the need to enlarge the footings and increase the reinforcing bars in the footing and foundation. I Attached find three (3) sets of the FOUNDATION PLAN and BUILDING SECTIONS, showing that change. Please review the enclosed and get back to me with any questions. If complete, please AMEND the BUILDING PERMIT, and contact my office with a total fee for same. Thank you, Tom Samuels AUG - 6 2019 69w-n 0719uz =a- S.C.T.M. NO. DISTRICT: 1000 SECTION: 52 BLOCK: 9 LOT(S): 1.2 #PRE-17-1683 C.I. LOCKING (7.5) FINISH GRADE COVER TO GRADE 1'MIN-2'MAX Z 1120"MI / „ 1�4 _�" 6" COVER 1$ r 6- COVER n N INVERT— 6 NVERT s" SLAB (s.o) (s.$) HOUSE (3o'RUN) (6.25) INVERT INVERT LU (7.0) GARAGE (35' RUN) (5.75) (5.67) ® �< t�A FOUNDATION 8'0 3' COLLAR LU 00 WALL TANK CLEAN MI POOL CO ARSE 2 SAND & 3'MIN GRAVEL LU C2 USE 4" DIA. APPROVED SEWER PIPE 1000 GAL. PRECAST S.T. cn (4.0) Uj V. I aka HIGHEST EXPECTED WATER EL 1.0 Z10' U) Z J \ 0 Zc VACANT isAID! o. Cce- / TYPICAL CLEAN OUT At4 \ W O 2 SLATE ORSTOPPER SUITABLE COVE OR PLUG END / 11 \ a• < r Uj / O 5 z 00 v 30' ELBOW 60' WYE o J \I I gag L� �Fy s1 I \0 s� FLOW-— �' Z°NE 1 I . . VACANT b l� 1iX912T HED 1� 40' / LOT 1 lfolk►County Health 8 ices VACANT Call p52-5- , 48 HR1r9 In Adv 09 TO n(s� �: p // ; . a 70 /(7.5) \. 4 O� (7.5 40 5 0� '° ELEV. 6.9 0 / 99C� / GROUND D�� • DR BROWN h / / \ 4-1 OL SANDY LOAM 0.9' � �' V JNA // �;�_;5.:+�;;`:;: LOT 2 1 BROWN p SM, LOAMY SAND 1.1 Z / pQp �ary�,,•::. W tU 1 PALE �- QP°� / 7.5) ` EL 6$ BROWN 1` 1 SW TOFIN4.9' W (7.0) 46.0'„ / <R\�MON. �7 0 COARSE + "`: z0 �, (7.5) �� 0,00, I SAND J 2 :N . .SED:. -• I g2' 6 ai.•,tfi: OPO (g.5). a pROppSED SpNR 5� —WATER o• GE R DM;"' (7.5) Z°° 3 Bp RGN-MS.T. • de 0' epTH ,,..,• 120 4-21,# � MON. WATER IN ELEV 1.0 +•• W 6 pdi°,p2 D FINE o p0/ SW TO 7.5 .., o O 2W.V. COARSE ro p / A o Z. SAND 6.0 0 pNT YAC 0 5' ,^' ••�% ICL •� �' CAN 0% CL CL 08-02-17 .W N ..�- ' E�c 0% -'- 6.9 K. WOYCHUK LS 7 S�5°25 53 NG p1ER MN %— �g4 CANi VACANT FXCAVATION INSPECTION REQUIRED 150' FOR SANITARY SYSTEM RoMj L 6.0 BY HB_ TIH I)13PARTM I`IT i 9tit�'� �e►-� 6 WIDE t °` -�' UNDERGROUND UTILITY LOCATIONS AS PER MARK-OUT PROVIDED BY OTHERS. REVISED- L� / 17 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVAAONS / FIRM PANEL #36103C01 58H AND OR DATA OBTAINED FROM OTHERS. AREA: 87,939 SQ.FT. or 2.02 ACRES ELEVA77ON DATUM. NAVD88 UNAU7HORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: MCCARTHY MANAGEMENT INC.; MAP OF: MILL CREEK PRESERVE FILED: JANUARY 28, 2005 No.11216 SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 „ { PHONE (631)298-1588 FAX (631) 298-1588 FILE # 16-179 SCALE:1 =50 DATE: AUG. 02, 2017 N.YS. LISC. NO. 050882 maintaining the records or Robert L Hennessy & Kenneth M. Roychuk LV VIk 1 Kill ly1H r s a� Or1gl8lala4y#c)y '' IRM ZONE BOUNDARY 4a � LINE wmass U' Y , .x MA;; `ate'}`r,,+;. , XL y �;'�Yii• YTS+f`S '� JrXISTINGxK W VEGETATION TO r � BE REMOVED Q 7� ..�'"�4xa?^"w' i. ;t,rl'zis�*9a,�•'jq�A,{r"•:' h�'8`� ITE 00 FT SETBACK Q LINE FROM TIDAL O AND FRESHWATER/ ° •o Cn NONTIDAL WETLANDS3 ' 9� to VW N INSTALL TEMPORARY SILT FENCE ALONG WIRE FENCE W/ LIMITS OF D15TUR5ANCE FILTER CLOTH HAIN FILTER CLOTH MIN. 6f, SURFACE LINK BELOW C9RADE- FLOW \ DRAINAGE FENCE \� o� Z TEMPORARY STORM WATER RUNOFF CONTROL MEASURE W Z W x r Q Z a EROSION & SEDIMENT CONTROL DETAIL W• NO SCALE a N c W) o --C7 W. N x U I TOP OF EXISTING GRADE AST IRON FRAME AND COVER I TO GRADE (AS REQUIRED) TRAFFIC SLAB (SEE PLAN5 FOR LOCATIONS) cV OF NSbV� J Co C. C. _% ® ® ® ® ® ED ® ® E DRAINAGE ~ �`� a � � Q In BASIN FOR I <O 3' min [a ® ® ® ® ® SIZES SEE 18350-� z 0- ® ® ® ® ® ® ® ® ® pC 51TE PLANS ®0) z: ��I CE ® ® ® ® ® ® J < 0. ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL M E PROJECT NO: 1803 CLEAN? SAND AND DRAWN BY: ' UT GROUND WATER GRAVEL CHECKED BY: TS PERMANENT,STORM WATER DATE: I RUNOFF CONTROL MEASURE 2125119 STORM DRAINAGE RING TYPICAL SCALE:1" - 20' . 01111 NO SCALE SHEET TITLE: DRAINAGE CALCULATIONS�'• � ROSION &SEDIMENT CON OLS Shall include but not be limit(d to: SITE PLAN A) DWELLING W/COVERED PORCH: 3636 S.F. A well maintained Constructi n Entra ce, 3636 x 0.166=603.57 < 604 REQUIRED Wire Backed Silt Fencing, sta ilizatio & (2) 1 O'DIA x 5' DEEP DRYWELL=684cf PROVIUMIng of exposed and/or in ctive s ils, I B) DRIVEWAY=2445 SQ.FT. DRAINAGE INSPECTIONS ARE REQUIRED 2445 x 0.166= 406cf REQ. Contact TOS Engineering at 765-1560 before C) GARAGE=1288 S.F. Backfill, OR Provide Engineer's Certification SHEET NO: 1288 x 0.166= 214cf REQ. that the drainage has been installed to Code, D) WALKWAYS = 665 S.F. 665 x 0.166= 111 cf REQ. APPROVAL OF STORM TER MANAGEMENT E) REAR PATIO = 650 S.F. COt,rrROL LA -To ode C 236 650 x 0.166= 1 08c REQ. Date: 3/ TOTAL 839cf REQ. (3) 10'DIA x 5' DEEP DRYWELL= 1026cf EPIDED NP AOUN:� �tNq TA K DRY ML � - — LIMIT--01 ,;1N r �p 1 i GLEARIN -------- -- LL ----- ----- -- t OVL y i urn T •'l:r.�`k?h•:. il:i'-K fis { �•+"�4n' '# HVAC AG 1 I ------ -F tS:`s:- '..Sn•., d'\�Sj,•.itu 4 i-Y `r2:"r `n (_yam. 1�•/ \st '.`�` {•ti.. ;3! M`*2 -.0: •"tt=J S<=. l,tie. 4a r• STEPPING 231 ` �.#{ 2 � \\\\ { OM , ;Et He;'41 POSE NEW 1 YV ALK NA outdo \ r=x •� : ,.. ' � I I I ERGUND ' rill Is c� LITY LI ` •\ \` `� \ �\ .,� ., ':='F,.3 �=key�{ -!•#', f' '21i;.>' 1`rra.*�. � si''_#. l I O — \ \\\\\\�\\\\\..ta ° jsSI' ea*x`4't :45 y, : s,;.•\3t}naz i $ z• kttfjt" 0 a \ M`..,. =r ;^• - i. 40. 822 8.4 . ' I 46.0 I I + ,.i•• \�\��� a3. r: roz. s Ti , I :�F• .•t.� '!"��3..,A �' �'�"?3.tfi,3; n:,.q. •a t'('�G \\� :j';�'�`- i �xl-2o•z^ fis�' r rI„. ri: \. „R ” '�'_.��' I I ' st :4rhk z�r it 0�0�'�• �a \\\`\\ xaf Y WELL I 1 6 '�,Fill �.''~:�s''�.�„�' b <�� EX I STI #" \ VEGETAMa. BE R1= VED ' <..' iAi 1LEAN CN y 1 �L>,'3-'��L� :s i•� «:'�ii!s'' %rf ��si .�F�tr N _ Z `�\\���\ \�\� :\ `��\�\ ;'�. '� \ \ �I � j I � N . TE5T HOLE 11>1 I I , FRONT Y +$, <�8.0' ��8.3 1 +q.4 O PROPOSED Q z _ I ( d � r � - Z PROPOSED NEW QQ I UNDE ND PUBLIC � ' � � p J DRY WEL T O R \� 1 STONE 8 N 1 ' i LINE I I z IL O , `\\ ASPHALT 1•�' LP LP 00 ' PROPOSED NEW MON. d O ` �� °� jQ `(� m DRIVEWrA%Y I O 1 STEPPING STONE U LP LP EXP O ; WALKWAY �.c, I - I p O IGRETE WASHOUT AREA I '1 i i '7 EXP ' OF PROPOSED DRIVEWAY1N C� R z MON. i b i ' DF�;4 •� . 'n - ' I , ?5'53' COBBLESTONE 6 275.00' I ,gSP},{p;L OBBLEST NE - '� GOBBLE TONE CURB TYP IVEWAY' CURB TYP SPHALT CURB . RIYEWA ❑ I � ' %TER MAIN p - - - - - - - - - - - - - - - - -water- - - -0L -- ----------------GAN -----------El----------------------- ----------r- 7.o+ -WAY ----------- _ _N/0/F_ utNorton AngelaELEC _ �R I`�(�A7F- R A f.�D I - IA`T/ 610 Pond Ave Sohold, NY 11971 J/� ROW =' 0 O I 1000-52.-9-1 .5 RC IAD_- ------------------------ --- ELEC./CATV N/0/FFIROPOSED NEW 10' DEEP NEW 10' DEEP POSED NEW SEPTIC SYSTEM FOR A Murtha Gerard, Murtha Robin COBBLESTONE APRON COBBLESTONE APRON 5 BEDROOM RESIDENCE AND GARAGE 411 E Lake Dr - GLEAN OUT Montauk, NY 11954 – 1200 GAL SEPTIC TANK (ST) 2668 Long Creek Dr IO'dia X 2.5' Ilq•. depth 1000-56.-1-11 .15 PLANPOSED STAGING AREA - (5) 5 FT x 2 FT LEACHING POOL (LP) VACANT AND CONSTRUCTION - (2) 8 FT x 2 FT FUTURE EXPANSION LEACHING POOL (EXP) 20' ��� _ ENTRANCE IN FOOTPRINT OF PROPOSED DRIVEWAY 151, f REScheck Software Version 406.4 Compliance Certificate Project King / Casamento Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,833#t2 Glazing Area 26% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2667 ROW off Long Creek Drive Timothy& Kleo Casamento/King Tom Samuels Southold, NY 11971 17 Woodbridge Court Samuels and Steelman Architects West Babylon, NY 11704 25235 Main Road Cutchogue, NY 11934 631 734 6405 g(q"°cr" 5r .t; ,rt .e"h;� ;.r ;m 's ;rv7°v '3,'k,< "U• .w7 :.;5. °��„ ,mv, a �`�, er ;iy F Compliance: 20.3%Better Than Code Maximum UA: 680 Your UA: 542 Maximum SHGC, 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies �S;sembly .3 or UmFactor. UA. -R-Value R-Vahie Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,833 30.0 7.0 0.026 74 Ceiling 1: Flat Ceiling or Scissor Truss 2,833 30.0 7.0 0.028 79 Wall 1 Northwest elev:Woad Frame,16" o.c. 917 19.0 7.0 0.041 24 Window 1:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 2:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 1:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 2:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 3:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 4:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 5:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 6:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 7:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Project Title: King / Casamento Residence Report date: 03/05/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\King Casa mento\Energy Page 1 of 3 Calculation.rck f e ont e oFactor, Window 2 copy 8:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 2 copy 9:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 12:Wood Frame:Double Pane with Low-E 25 0.300 8 SHGC: 0.33 Window 13:Wood Frame:Double Pane with Low-E 25 0.300 8 SHGC: 0,33 Window 14:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0,33 Window 14 copy 1:Wood Frame:Double Pane with Low-E 15 0.300 ' 5 SHGC: 0.33 Door 1: Glass 50 0.300 15 SHGC: 0.27 Wall 2 Southeast elev:Wood Frame-16" o.c. 917 19.0 7.0 0.041 30 Window 16:Wood Frame:Double Pane with Low-E 15 - 0.300 5 SHGC: 0.33 Window 16 copy 1:Wood Frame:Double Pane with Low-E '15 0.300 5 SHGC: 0.33 Window 18:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 18 copy 1:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 18 copy 2:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 18 copy 3:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 18 copy 4:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 18 copy 5:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 18 copy 6:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 18 copy 7:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 26:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.33 Wall 3 Southwest elev:Wood Frame, 16" o.c. 758 19.0 7.0 0.041 22 Window 27:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window,27 copy 1:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 27 copy 2:Wood Frame-Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 27 copy 3:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 27 copy 4: Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 32:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 32 copy 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 34:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.33 Window 34 copy 1:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.33 Project Title: King /Casamento Residence Report date: 03/05/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\King Casa mento\Energy Page 2 of 3 Calculation.rck CaVft�' on Aki Perk r. Door 2: Glass 25 0.300 8 SHGC: 0.27 Door 2 copy 1: Glass 25 0.300 8 SHGC: 0.27 Door 4: Solid 23 0.370 9 Wall 4 Northeast:Wood Frame, 16" o.c. 758 19.0 7.0 0.041 24 Window 36:Wood Frame:Double Pane with Low-E 19 . 0.300 6 SHGC: 0.33 Window 36 copy 1:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 36 copy 2:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 36 copy 3:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 36 copy 4:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 36 copy 5:Wood Fra-me:Double Pane with Low-E 19 0.300 6 SHGC: 0.33 Window 42.Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 42 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 42 copy 2:Wood Frame:Double Pane with Low-E 12 0.300 .4 SHGC: 0.33 Door 5:Glass 25 0.300 8 SHGC: 0.27 - 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in/the REScheck Inspection Checklist.. (7,( 11- Name-T e Sig a ure Dat Project Title: King /Casamento Residence Report date: 03/05/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\King Casa m ento\En ergy Page 3 of 3 Calculation.rck • - 1r " � ., i 4a.Y�4[v,..1� t��w 3g.J' •��'Lf•2,j a.��o �r~ P L...f''��Q���. w 201%Q VAT 16 IkA o}N, 5,y t% r ,d j'-J4j f�$,,. ', y s,fi "l"�` + l i ,4 r; 4 •iFPi'- :-'l, top c.4Fit it{`';;,rjp.$,p4,,w,,.7 ':`)t�-T';'F1f_a4'-r t , ..,...,.F-_,,,.,„..-,,..- ...._....._ J +.�i,„�y. �l,. �tiA.. ., 5•a�X'o.4;p .e'e�"��:^��•t%.: vN.:L"b�"7t� �+'.;• L,r'. �, !, ,e»0"t s,3 af3 i`' -`1. ;! •l,�'` li c:»N c.° 4 %. =a •;,a fit•r:a ;•1,I a6� !M r i VIE C_: �jd>�4 1Q Y° t�: ;41 `.aM .fit J �_.,.!4ir_k.....• Pinar rYv is. �n}�4 vl INSUng” t ta:�".-".M b���,E,gy �.m�Ftw;r`4rk ti tlr�p9. k � �r °,1�..C%' a'� �)t'� t`,.dti'?i.'r,¢.I.�,.L�.�fra :.Ais:y+..,`'.. 4+%rf•—•�!La,f" q�L�+,w .�;t,...i✓'Y11�+...�',�,...#r)� .. 1. .t ter r • f+ i 11 ,� rt.. t cg cc ups 4��,j,�JZ.s•.P ��R�:� WIT},jIltA", 0.i Li��a'•,d�'� 40115 r sY r '{`3,, Rf li%��V`'lr ._ -..- R('6 pp .� S.e tx: , jai dy5•'a r~1 ��$J PV•4,.R.h t��',•rH pay .I�.Si• 3 SSa:I_ .. ii 2Yi"NAM?yA= • ;' 1{� 11v1 'y" � ,L 4 .•s r;;;-': �1"y;4,�A. ;�',�.'ti., ;a?,ie;.' :.n" �1,,_, ` R tip reJ{ 'i l.'.d.vi O..+tlt '�r _�'�,'j %t,.`45,,yf. i'%'E.' •_ �'• " "1''1:!x`•4':1 f'?1!'i 4j.' �^s fn t"'), _,'.;t ',•Au'4t i i.c.F+ .iii �p�+r�r•^ f S.C.T.M.# DISTRICT 1000 SECTION 52 BLOCK 9 LCT 1 .2 TYPICAL DRYWELL CROSS SECTION #PRE-17-16 83 (CONC. PRECAST COMPONENTS) 6'SLAB FOR NON-TRAFFIC BEARING 50' MIN. 8'SUB FOR TRAFFIC BEARING HEAVY DUTY BUT SUFFICIENT TO KEEP APPROVED INLET PIPE CAW IRON FRAME AND APPROVED OUTLET PIPE SEDIMENT ON SITE MIN. 4'DIA. COVER To GRADE TO EXPANSION RINGS PITCHED 1/8-/1- ANN. 4"DIA HAY BAIL AND/OR PITCHED 1/8-/1 r . ,SILT FENCING ❑ [] ❑ ❑ w ❑ ❑ ❑ 0 w .. : . . q a o o o w `�, �4� . • cv o A Li ' o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED w :314" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 3' MIN. 8' LAR BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL TYPICAL SILT TOWN OF SOUTHOLD SCREEN SECTION PROPOSED LOT COVERAGE: DRAINAGE CALCULATIONS: GEOTEXTILE FABRIC (BASED ON LOT AREA OF 64,350 SQ.FT. SUPPORT POSTS LANDWARD OF WETLANDS BOUNDARY) A) DWELLING W/COVERED PORCH: 3917 S.F. WOOD OR METAL PROPOSED DWELLING W/COVERED PORCH: 3917 S.F. 3917 x 0.166=650.22 < 651 REQUIRED FLOW DIRECTION PROPOSED DETACHED GARAGE: 1288 S.F. (2) 10'DIA x 5' DEEP DRYWELL=684cf PROVIDED PROPOSED SHED: 144 S.F. EXCAVATED AND TOTAL PROPOSED LOT COVERAGE: 5349 S.F. or 8.3% B) DRIVEWAY & WALK -3140 SQ.FT BACKFILLED TRENCH 3140 x 0.166= 522cf REQ. EXISTING GROUND C) GARAGE-1288 S.F. NYSDEC LOT COVERAGE 1288 x 0.166= 214cf REQ. qmll (BASED ON LOT AREA OF 64,350 SQ.FT. TOTAL 736cf REQ.LANDWARD OF WETLANDS BOUNDARY) (2) 10'DIA x 6' DEEP DRYWELL- 821cf PROVIDED PROPOSEO DWELLING W/COVERED PORCH: 3684 S.F. I 11 L-1 I 11 CI t I 1=111_1It _I I- ,. PROPOSED DETACHED GARAGE: 1288 S.F. 2'MINIMUM PROPOSED SHED: 144 S.F. 0) REAR PATIO - 702 S.F. DRIVEWAY & WALKS: 3140 S.F. 702 x 0.166- 117cf REQ. REAR PATIO W/STEPS: 792 S.F. (1) WDIA x 3' DEEP DRYWELL=133cf PROVIDED TOTAL PROPOSED LOT COVERAGE: 9281 S.F. or 14.4% 21�6p, P11 • E VACANT 150' N 75 TYPICAL CLEAN OUT SLATE OR • TO END SUITABLE COVER OR PLUG I 4' 30' L o Q , o 60 LU VACANT N 150' FLOW-i-- t0 PROPOSED v / 89• 12'X12' SHED �0ETA >\ STAKES ' / Ot 18/18 .° tai"$ •,y LOT 1 t oo V150Ma PROPOSED SOIL OQ ZONE X/' 9?, STOCK PILE AREA ' 9 20'o/s DRY WELL INS�TEMPORARY FENCE ALONG : ;..10'DIAX5'DEE d'• ULT OF DISTURBANCE �+ • O PERMAN&FENCE OR E5% � (7.5) / J SMALL STONE'S DELINEATING of 18/1 PROP. UN 50' D)MRSAN BUFFER UNDER •, . GROUND ELEV. 6.9 �(/� Q�" �,• 40' 4' OL DR BROWN 0.9' 7 gyp. �o WELL o� ANDY LOAM 8'6x3'DEEP L 0 T 2 N W. BROWN SM LOAMY SAND 1.1' IIESwatER/1roImD"L WMMDS . . / ��� o• ��V� 0` O Q '` DRY WELL UMIT DF Tippy,1w EH:a RANTS ) `yt� :o'c/, =G 4�_, 1M` ss i'' 1 O'DIAX5'DEEP W PALE MAO2s 18 S' w tE� 7.5):__ ?°' _ _ 9 0- 6 BROWN P : 5� o'o/s%STAKES MON. 2 FINE 4.9' TO 7,0) A .0' N o / of ao/ta = (7.5) \F ����0 El ? ` 7 0 SW COARSE o / 0'% ppt10N o Z,L N ;,, �.�j '00- SAND J / 82.2 'No f6L,060014�g•0' ::. ' ` �_ PR EpR00MS 1 th gC�- -WATER �12p0 Z • i MON. 7 4 WATER 1N ELEV 1.0 01 d o'pXjAx EE FINE ROpf' 5) t8 20 SW TO to'o/s OR:oP „ q 2'5.00 COARSE N S YKgz ( .'}...:;', ?, S''.„': '•, ;: W.V. :.�:s .1MPE A7'': '•::;.• MSN PROPOSED SAND 6.0' O / (2) DRY'CU o .';r;<;;;OR •' .�. ,`;': ?.�. 5' IMPERVIOUS 0 10;0x6'D P - ;p.:':''..:.. .:•-'•� ' WALKWAY 6. / E UWN:. WN END. LOCATION 09-12-19 w Po�� R pY• �•: P�0p0 £�Ec 01 6• C` 6 g 08-02-17 UPDATE WETLANDS FLAGGING 04-03-18 ��"o R°�PRo :_pFtA� ='�'""•' K. WOYCHUK LS ADD 50 BUFFER 03-08-18 �N 553 W :,: 01 6.g4 CATV S75 2 ';'y w �.,? W p,`( ELECT SET STAKES FOR NYSDEC 01/18/18 �"' / 7 3, tis�+N, WA,ER ,�N VACANT 3CANT / 71• Ex .• ES 5w,CL g•0 SND CONN FppTPR�p`! VIN 6SLID p(tiVEW OF PR G¢ C.I. LOCKING COVER TO GRADE (7.5) FINISH GRADE yO / 1'MIN-2'MAX Z UPLAND AREA: 64,350 SQ.FT. FIRM PANEL #36103C0158H 1/4"-FT. 6 COVER 1/8"-�' 6" COVER ELEVA77ON DATUM: NAVD88 6" N AREA: $7,939 SQ.FT. or 2.02 ACRES - (6.0) 6" SLAB INVERT-/ NVERT .- UNAUTHORIZED ALTERATION OR ADD1770M TO THIS SURVEY IS A V70LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF THS SURVEY (6.9) HOUSE (30'RUN) (6'25) INVERT INVERT MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICA7ED HEREON SHALL RUN (7.0) GARAGE {35' RUN) (5.75) (5.67) ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY. GOVERNMENTAL AGENCY AND LENDING INS77XI77ON 8,0 3' COLLAR LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. FOUNDATION POOL CLEAN 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE WALL TANK MI ,COARSE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS LASEMENTS 1'_8" 2 SAND & AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 3'MIN GRAVEL SURVEY OF: LOT 2 CERTIFIED T0: TIMOTHY CASAMENTO; MAP OF: MILL CREEK PRESERVE KLEO CASAMENTO; USE 4" DIA. APPROVED SEWER PIPE FILED: JANUARY 28, 2005 No.11216 1000 GAL. PRECAST S.T. (4.0) SITUATED AT:SOUTHOLD TowN oF:SOUTHOLD KENNETFI M WOYCHUK LAND SURVEYING, PLLC UNDERGROUND UTILITY LOCATIONS AS PER MARK-OUT SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design PROVIDED BY OTHERS. HIGHEST EXPECTED WATER EL 1.0 P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL „ , PHONE (831)298-1588 FAX (631) 298-1588 LOCATIONS SHOWN ARE FROM RELD OBSERVATIONS FILE #16-179 SCALE: 1 =40 DATE:AUG. 02, 2017 N.YS. USG N0. 050882 maintaining the records of Robert J. Hennessy a genneth U. Woychuk AND OR DATA OBTAINED FROM OTHERS. REVISIONS: rim N 75'31'17" E t DOL A TAAO 210.00' n c SCTM # 1000-52-09-1.2 0 o In PROPERTY: 2667 ROW off Long Creek Dr m m o (6 ADDRESS Southold NY 11971 > bz 0 OWNER: Timothy Casamento P Kleo King � cry N M I 17 Woodbridge Court I m o West Babylon, NY 11704 M .5 SITE: 87,937.5 sq.ft. 2.018 ac moi Cn , - I 64,350 SQ.FT. 1.477 ac UJ ,- Landward of wetlands boundary Z TOTAL PROPOSED LOT COVERAGE: 9281 S.F. or 14.4% , ZONING: R-80 J SURVEYOR: Kenneth M Woychuck UJ 0 I Land Surveying = Po Box 153 �— Aquebogue, NY 11931 License # 050882 I � IMIT OF TIDAL AND Dated Revised 12-13-18 0 • FRESHWATE"ONTI VAL WETLANDS A5 DELINEATED Revised 10-10-18UJ (,) EN-CONSULTANTS Revised 06-01-18 o MAR-OH 28, 2018 Revised 05-24-18 Revised 04-13-18 M Update wetlands flagging 04-03-18 Add 50 buffer 03-08-18 Z Set stakes for NYSDEC 01/18/18 I i ZONE AE (EL (o) ZONE X V •� D LIMIT OF TIDAL AN IRM ZONE � L AL BOUNDARY SJF,Uta;,;f.�:;n!?Y C?: ,AR7Afi'tvT pF t�E At.TN;':F�VICEy FRESHWATER/NONTIDAL LINE CC7�}STF�� ,,, a�r �. ,TFD tr rKS FOR YeTLANDS AS DELINEATED A ;,��- FA�;IIY RESr)�hf!":►` x,Plr� O EN-OON5ULTANTS MARCH 28, 2018 _ 0.ra � J S�-IE Q�±F MAR .Z.. _2020 �;,�. t; _ ~� ,.o.--'r - 0 aa.- Uj '}- TP+'3`�''"�.7 Oi^''T)lal and witecr sr,;,p,; .<h. O Inraeln r y a; a,x;,"+w7rt have been d and.Dr rt)fiacf b this Department or c;; ,i.r s,;p-ncies and founr t[r bF sa'l factory FOR TQT �iUr F Rte-.. '� _j_ BED ROOMS. AN AML Q� 0 Craig RnepPer. PX-t Chin . J�4 0ffice of Wastry tater lVtana I rJ o � r AUG 2q 2020 N I ad Z- ti via• M � r ZONE AE (EL 6) Li W -i• W ZLL W x FIRM ZO ZONE X a z oI M PATIO W• X � � o BOUNDARY LINE oN INSTALLED a N N = a UNDERGROUND W• F WATER LINE Q F— RES I DENGE I 61 �>, �POF N��Y G R GE 9 \ 5®SPS C. s,�i °�� W WALKWAY ( o ' IN5TALLED p� o UNDERGROUND 9�3ga-1 1 WATER LINE PR JECT NO: I ��A�� 1803 r 1�— ASPHALT l p �T-o DRAWN BY: 1 Z DRIVEWAY ��,�' UT CHECKED BY: TS �g'1VE 371.73' S75'25'53"W 275.00' ,Z,Y� DATE: OEC 1 � 1/13/2020 (, I SCALE: p1�G 1" = 20' - 0,f I' - - - - - EXI5TIN6EXISTING WATER MAIN WATERMAIN - - - - - - - - - - - - - - — — - - - - - - - - - - W.V. SHEET TITLE: FRIVATE ROADJ1NAY SITE PLAN 5 BUILT SEPTIC SYSTEM FOR A 5 BEDROOM RESIDENCE AND GARAGE SHEET NO: - GLEAN OUT — 1200 6AL SEPTIC TANK (5T) EI 1� I L H. " - (5) 8 FT x 2 FT LEACHING POOL (LP) SCALE: 1 " = 20'-0" SCDHS AS BUILT REF # R1 0-'l 7=0206 REVISIONS. Salla ENLARGED FOOTINGS 4 HEIGHT OF FOUNDATION WALLS I 5'-O" 10'-O" 17'-O" I6 -a" 20'-O" I - a'-2" 40 W . -- -------------------------- ------------------------- --- V �- .' I Z 36"x36"xl2" POURED REINF. i ---- - FOUNDATION VENT -- - i W Ir-- ----- ------ ------ ----- ---� I GONG. FOOTING w/I6"x16" GONG. PEDESTAL (TYP.) I i i J � O _ _ _ I u 2 �- I —r— ---------------------------------- I tai) I 1 _(V }- - —r —r - -= — _ _ i — I----- —� — — — — — — — — — — —I - �- - - I _ I : . II I —I- - - - - - - - -i— d _ � — GROWL SP,4GE m � (2)2x10 1 1 (2)2x10 ' (2)2x10 1 ~' 1 2 THK. GONG. SLAB r-- PROVIDE VINYL LATTICE i i i i i i , 1 ~ 1 I 1 i I FOUND PROVIDE ON VENT PANELS BETWEEN --- -�---J - ------ --------- --..................... t --J = I 1 ' ' �- --�- 1 \ I I L---- J UNDERSIDE PORCH AND t l �? 1 J I 1 I = E EE ELEVATIONS I ' ' i I i 2x1016" TR. WD. DJ GRAD S ELE I I I i I i I = = I - - - - —� d; w AND SPECS W O �I O 0c X 2x10 16" TR. WD. DJ ?� d I t l I I (() A 5-I/2 xa-I/ APB w L-------------------------- _ -- - --- If3-LEDGE-�-w�+-F/4' Il►4BEf�-L-OK ®I6", STAGGERED TO I BOTTOM 1 I 1 cn REIN. GONG. FOUNDATION I I (� ' - - 1 (4)2x10 - - ---- - - - - - - --- __ - :.. . 1 - I 5 I/2"x I I /8" APB - -_�1 i WALL ON REIN GONG 1 ' , , FOOTING. SEE SECTIONS ' 1 � II I --------------------------------------1 --- --J J I : 1•------------- `\ O - ----i L-------J I I ---- j-- I i- IL I I I I/ uI�\� r u JI dJ I I = - �Ito Z N MASONRY SUPPORT I I - O - cr !I� �� - - I I 8�2 10 10 `9 10 10 I a- 2 \ 10' O"� FOR HEARTH 1 1 1 x m F- I I �I EXTENSION —+-1 ------------ I GRANL 5FACF- 1 2" THK. GONG. SLAB = �� ---, --- ---, -- r--- ---, r--- ---, 1 I %Z 1(3)2x10 1 - 1 _ 1 5-I/2-77 "xa-1/4" APB i i 5-1/2"xa-1/4" APB i 5-1/2"xa-1/4" APB i i 5-1/2"xa-1/4" APB i I I ' ' 1 1 O I 5-I/2"xa-I/4" PB I I 5-I/2"xa-I/4" APB _- --- J i 1 . : uj - Fi PROVIDE DIE>#�FNIN�FSR ------------ -- - I - - - - - -- ry I I W - I I 1 I I I I I jI I 1 L - I ,------ y i I j FLUSH HEARTH ABOVE -L ----- J I I J 1L „ J I 1 1-1/2 STL. COLUMN --- -- ----- ------ I I k�/BEARING PLATES06 Z -� r- = PROVIDE R-30 SPRAY FOAM O = 1 2x10 LEDGER w/I-I/4" ITIMBER I I x % \ LINE OF INTERIOR 0 1 1. INSULATION PER SPECS. O 1'1 O ;I I , i I•: i y Q. 0 LOK SCREW@1611, STA GERED WALLS ABOVE !1 I -1 I ; �? CD \ ABOVE (TYP.) m x _ z TOP 4 BOTTOM 1 I m 6x36 x12 POURED p _ I _x - J Q 1 _ ONC. FOOTING I I I'° - O I 1 rn 1 ' I I Iry X01 /(4)#5 REBAR EACHI� MECHANICAL ROOM ml to SIA , I m \ I I I _ I 11 IIS J , ) , W J• 'Lu" 3 1 VIAY (TYP.) _. ABOVE _� N �-- O E- L-� I , Q Z LL � -� XILu I I I x I I N N Ul I I W• 0 W e ------------i --- ---II 1--- ---� i--- I --- i i--- 1 1 I I I I I _______ I I I Q a A L I I 1 -- -- ♦I UJO -(4_10 - i5-I/2"xll-7/8" AP -1/2'x11 /8"�,P$ i --5-1/�"xll-'1/8" PBS i— 5 xll 7/8 PB-i i 1 " " M I —.. . - " 5-I/2 xa- /4 APB 1 -nrH x10 LEDGER /1-1/4 TIMBER LOK 50REW i I , L- ----- I t L- ( '�A��OP--$-$4-�T-0.1�Q-------, i .; 1 I I I 1 1 1 ---� LLL--- ---J 0 to- . ----___ _-_____J LJ ( L_-- 1 u.l I 1 LLI J i I J IL I I 1 I I I 2x10@ 16' TR. WD. DJ � � I I x Lu I I = of NEW y . �<1 1 1 rI I = Ili ll� 1 1 t- ---Iry------------I-------------� I F r- -�----, r---�----, r---'t---, I ' III li I i i i i 1 (2)2x10 ' .-- -. _ I = `. ,. 1 \I 2x1016" FJ ili� ~ G. 5 B 1 i , &'71 1 (2)2x10 i i ( 2x10 i i =I FOUNDATION PENT 1 II I I 'as - 2 THK. GON LA - -I-- -- - - - -+ - - ---I- -+- - - - - - - - r 1 I SET DOWN , \ 6 L- --- -J L- ___ _J L-- -J ' _ ...., I m�l� �Im ! h j cis ----------------------- rt �-I — — — — — — — — — —L-- ------------------ -------------- I I -I `. — j r-- - -- T 12 DIAMETER GONG. PIER , I I 1 " II II I _ ' I" GONG. 57UCCO ON - - - - - - - - - - 1 I PROJECT NO: BELOW GRA (TYP.) I 1 I Ili it , , � 1 EXPOSED PORTION OF I 1 FOUNDATION (NOT UNDER 1 HO3 'i— I I L------- -------------- ------------ J1 - PORCHES) FO ION VENT ili iIi OUNDATION VENT J ,. DRAWN BY: :... . TCS V 51-.211 - - , � E, 5/6/19 10'-O" 13'-8" 14_�2 111 36" x 12" GONG. rOOTING, REINF. W(5)#4 BARS. SEE SECTIONS , FOR REBAR PLA,'.EMENT (TYP.) 1141' = 1' - 01' SHEET TITLE: 1 10 N- , ;= OUND P' 0" PL N FOUNDATION A� `'' PLAN SCALE: 1/4 = 1'-0„ I k a 32'-0" 12'-011 9 ?_019 NOTE : `-� AFTER EXCAVATION, ASSESS BEARING CONDITIONS AND NOTIFY I - SHEET NO: ARCHITECT OF INSUFFICIENT SUB-GRADE. AS REQUIRED, AMEND r-1- - 5UB-GRADE BY EXCAVATING DEFICIENT MATERIAL AND PLACING GRANULAR BACKFILL UNDER FOOTING LOCATIONS, COMPACTED TO a5%, PER ASTM 1557, PER SPECIFICATIONS CONTRACTSET : ati 91)ad REVISIONS 8/Oct ENLAR6ED FOOTI N65 d HEIGHT OF FOUNDATION WALLS LIJ PROVIDE HURRICANE CLIPS AND ALL LIJ REQUIRED STRAPPING A5 PER CODE. PROVIDE CONTINUOUS VENTING AT RIDGE � Q J STANDIN6 SEAM METAL ROOFING ON O UNDERLAYMENT PER SPECS, ON g/4" PLYWD. Lu _ DECKING ON 2x10 R.R. O 12 O 10 \\ W LL - ---- - - - �' y Ix4 ON 1x8 PVC EAVE, APPLIED OVER TOP EDGE OF WINDOW CASINGuj Q W CONTINUOUS R,06E BEAM FOR CUSTOM TRIANGULAR WINDOW PER in DORMERS, BOTH SIDES ELEVATIONS AND SPECS (, L.G.G. PAN 4 FLASHING AT WINDOW Z STANDING 5EAM METAL ROOFING ON O UNDERLAYMENT PER SPECS, ON 5/4" PLYWD. Z f ��\ DECKING ON 2x10 R.R. CO `1 ! ® N PRE-ENGINEERED 2xb®Ib" \ STUDS, FULL WEIGHT OF WALL i m Y2" GYP. BD. IN15H Pi/ORNAMENTAL J\ FINISH PER INTERIOR ELEVATIONS AND SPECS CONTINUOUS ALUMINUM LEADER ON Ix8 1•- PVG FASCIA AT ROOF EDGE. PROVIDE VENTING AT SOFFIT JLIE -ILILI, IF--T 11 ll� Ix PVC GA51 NG ON ECJ I LT-UP BEANO 811 WFL-J14 1... I Y I I`lL/ ROOM V-GROOVE PVC PANELING ON PORCH CEILINGS PER SPECS �II I�l�IGOOM 06 Z- I V 'r IPE DECKING, ORIENTED PERPENDICULAR N TO FACE OF HOUSE, PER SPECS OIN co Q. M TREATED WOOD FRAMING mo CEDAR CLAPBOARDS PER a SPECS ON BU I LD I N6 WRAP ON 3/8" OUTLINE OF KI GHEN ISLAND W J W Z w PLYYVD. SHEATHING ON 2xb®Ib" _ STUDS, w/AIR SEAL 4 BATT WOOD FLOOR R 5PE05 ON W• a w a INSULATION g/4" PLYWD. FLOOR -_4 W• Ln N U IPE TREADS ON STAIRS FRAMED 5 M +12.0' SUBFLOOi2 w/TREATED WOOD. PROVIDE PVG STRINGER COVERS AND RISERS 2 2 a yl 6-Lb •fl"` BUILT-UP 61RDER. SEE FOUNDATION (2)2x6 TREATED WI7. SILL, +a.4' FINISHED GRADE ':��•ti • �. ANCHORED TO FOUNDATION vi/TERMITE SHIELD TJI ®Ib" FLOOR FRAMING PER ;x X 'i \/\;/j\\/\�/\ ,f<. FOUNDATION PLAN. PROVIDE AIR s., . ,/ / /\ // // % ;/\\/��i !/ // // '/ '/ \ \� - \\ \. \,\\ \ \\ \\ \ µ� g' SEAL 8 BATT INSULATION PER SPECS ' \ \ \ \/\' " \ ,\/\ \/j\ \ /\ \ / \ \ \\' ' \ \ `• \,\ \/\<X<\ � OF Ni 8 THK. GONG. FOUNDATION WALL77 �ti / \/ n // !w/(2)*5 REBAR AT TOP EDGE / / / \,% �, ,\\,\/\ =, .,\\; /`�. \/\\ \ \\ �\ \\ \/\ '\ \ \\ \ \ \ . \ \ \ f.: ,- 0 5-1/2 DIAMETER STL. COLUMN \� \.\ \ \/\/ \, \: \\/\/\, \/. /.. . \, \/ \/ \/ /\/ /\ /\/ ;/\// `/ /\/ \/� /\/ /\/\/ \/\/\/ / \ \ \\ \\ \ FOUNDATION BOLTS \\ \ \ \ \\ \ , \\. \ #5 VERTI GAL REBAR ®12 O/c \ +b XISTING FINISH 6R1 \ '` \/ \ h, 2 THK. GONG. RAT SLAB 5 ✓' \/'\ ' / / / / ` . / / \ { # HORIZONTAL REBAR ®8" o% \ \ \ \ \ \' \ .\\ \` \ ` \ \ \/ \ \ \\ \\\ \\ \ \\ \/ \ \ \ \ \ \/ \/ \ .fit \ \ ./ \\ \, \ \\ \ \ \ \\ \\ \`\ / \ /" / \ :-rte S / / / .. :�� � �.' PROJECT N k. i " II A•: 2 / \ \ 4•: .. '\ \ \ ,.. 2.�� 1803 \ / / / / / / /',- / \ , x POURED GONG. FOOTING ON `�' a \ \ \ ::r. \ ��. �,,,r:• .� \ / \ \ \ \ \ •a=:i.= \ \ \\UND 15TURBED SUBGRADE OR O \ ` +3.0 BOTTOM I=00TING5 \\ \ \ \ /• / - PR PERLY\ / \ i / / / / / i /;; • � /•" ;i � / / / / / / •'�/ / TCS /COMPACTED CRUSHED STONE FI / i / / ' / / � \ LL / !/ / DRAWN BY: \ / / / / / /K / /\ / . \ ' \ \ \ \\ \\ /\\ / \/\ \\ \ \ \ \ \\ / \ : /\\ \\ \\ \\ \\ / \ \\ \"\\ \ \ \ \ . \ \ \ / ,\ \/ \\ \\\ \ \\ \ / \ \ `\ \ \ #5 REBAR ®12 o/ci \ , \ /\\. \\ `\\/\ . \\/ \ • '/ \ \\ ,'\ ,\ /\\� �/ \\ / xx + / \ / /\/ \ /'\ / /\ / / / / '/\ / �\\\ / \\ / / \\ / / \ \ �\ / \/\ / \/ '/' / \ /\ /' \/ \/ /\/ i' \' \ II V\\ CHECKED BY: \ I.O GROUND WATER . \ \�\ \ \�\ \ \� \ \ \ \ \ \ \ \ \\ \ \ \ �\ ,\\,\,� \,\\ \\ \\\,\\\,\ \ \\ \ \ \(5) ✓ REBAR, 4 ABOVE BOTTOM\ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \% \ / \ \ i \ \ \ ` \' `\ /\ 36 x36 x12 GONG. FOOTING UNDER \ \,/ \ / - \ ,\ '\ / /\ \ \ , ` \�j \ / \;\,\?x\�//>x \ \ \, \, \ \ \, , \ \ \ \ \ FOOTING/ \ / / / / i / / // � / S w/5 #5 REBAR EACH WAY // �/ / DATE: / / / 516/19 /\\\ \\\ \\ \\/�. \ \. \ \/ \ \`� \\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ / \ / \ \ /\/\ \ \ \. �. \; . /\ \. \ \ SCALE: /\,/\ \ \ \/ \ \/ \ \ / \ / \ \% \ \ \ \ \ \ \ \ \// x X?\<�\� \X/\ /'N // /�/\K/xl\ �//\x///\\XX\�/ \ ' SHEET TITLE: / \ // // // / / / \ / \ / / / / / / / / \ / / / \ / / / \/' /\ / / / / /' /' \AFTER EXCAVATION ASSESS BEARING CONDITIONS AND NOTIFY / ` \ /' i • ' '\ '\ \' '\\ \/\ /\'\ \, \, \ \i , \,, \ \ \ \\ \ ` \ ` \ ` \ \ \ \ \ \ \ \ \\ \ \ \\ \ \\. \ \\�. \\ \ \ \\ \ \ \ \ \ \ ,\ \ \ \ \ \ , \ \ - \\' BUILDING \\ `\ \ /\\ \ �\ \\ \ \\ \ \\ /\ /\\ /\\ /\ /\ /\\ / \ /\\ / /\ /'\ /\\ / / \/ \ \ \ AS REQUIRED, AMEND /i \ \ \ �\ \ \ /\ / \, \ / , /\ \ \ \ /✓ ,\ \ \ \ /\ / \ / \\,' \/ \ /\\ \/�\ / \\ /\ / \\/ \, j\ ARCHITECT OF INSUFFICIENT SUB-GRADE. � t / / / / / / / // / /,/ , / // / / ,'/ / / \// / / /: ✓/ / /// / % �/ / \SUB-GRADE BY EXCAVATING DEFICIENT MATERIAL AND PLACING // / / /� \ \/ \ /,;\ \/� \ /,\\\ // \,\ \ \ // \ // // \/ /\ \/0 N SECTION A ffj ' \ \\/ \\� \GRANULAR BACKFILL UNDER FOOTING LOCATIONS, COMPACTED TO \ \\ \ \ \\ \ \\ \ \\/\\\\ \ /\\ ✓\ \ \\/\\\ \\\\\\\ 45A5, PER ASTM 1557, PER SPEGIFIGATIONS U D I H \ \ \ \/ \ \ \ \ \ \ \ \ \ /\ SCALE. 3/8 - 1 -0 \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \\ \\ \ . \ \ \ \ \ \ ` \ \ /. \/\ \/ / / / /. \ / ` �. /\ ✓ '\ i \X\/ X/I\ SHEET NO: / / \, \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \\\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ CONTRACT SET REVISIONS 6411el ENLAR6ED FOOTINC75 d HEIGHT OF FOUNDATION WALLS PROVIDE HURRICANE CLIPS AND ALL uj REQUIRED STRAPPING AS PER GODS. 0 >- PROVIDE CONTINUOUS VENTING AT RIDGE Z STANDING SEAM METAL ROOFING ON w N UNDERLAYMENT PER 5PEG5, ON PLYWD. Q 1-1/2" THK. BLUESTONE CHIMNEY TABLE - DEGKIN6 ON 2x10 R.R. ® Q p O UJ H N MASONRY CHIMNEY w/GUT STONE FACING 0 PER SPECS. PROVIDE ALL REQUIRED THRU -- - - - - - -- - - - - - - - -- _ U) FLASHING AND GOUNTERFLASHINGS - ---- - --- - - -- -- \�/y`� �� �. - -- �� \/x X� °� I 1x4 ON 1x8 PVC, EAVE, APPLIED OVER O \%\ \ ` \ \�\ / \ ��' /`� \�\ X /.\ \'`' '..\ \ ` ' TOP EDGE OF WINDOW CASING VID BA INSUL ION i 'STA -UP' PORTION CEDAR CLAPBOARD PER SPECS ON ATTI (THA HAVINO DEG INC), TWEE ROOFr BUILDING WRAP ON %" PLYWD. W W FTE AND I WAL, FRA NG, G LE SHEATHIN6 ON 2xb®I6" 5TUD5, w/AIR SEAL d BATT INSULATION - Q I 7-1�y H vT*l X k ^ �/ \ T DOUBLE HUNG WINDOW IN END GABLE, cn vv*%x4" CASING 4 2" SILL W <_ AT I w v STANDING SEAM METAL ROOFING ON UNDERLAYMENT PER SPECS, ON 5/4" PLYWD. DEGKIN6 ON 2x10 R.R. N�` O N 4 �' g/4" P YWOO DEG IN6 IN ORTI ATTI AS OWN ROO FRA Na PL N Y�' GYP. BD. FINISH WORNAMENTAL oo FIN15H PER INTERIOR ELEVATIONS AND SPECS --__-- -- ----------------- — ---------------------------�------------------------------------ ---------------- ------ -- ---- S1L.'S�l•_....t���.- Yys�,.�: —V-6R0 VE PVC PANELING ON PORCH GEILIN P R SPECS �REINFO GE PVC, RAILING PER SPECS —ILIL —][]L .I IPE DE IJLIE �L— —1HL —ILIL N 5, ORIENTED PERPENDICULAR L I Y I I`� Roo - iod TO FAG MOUSE, PER SPECS ON G p i>I Z r TREATE OD FRAMING ASTER _i - i NQ• M � EXTERIOR FIREPLACE I T LAU' `�R Btr );;2oomco a ----------------- Lu F z W = w• _ w, F U FIREPLACE / TONE HEA .<.� �.T. WOOD FLOORING PERS EGS ON s/�" PLYWD - a � %BFLOOR ON TJI ®I6 RAMIN6 S` w• N U .a.:.; SII Q �• V M 112.0' SUBFL O - --- - -- - - "�//� jf X �r \ / ` / TAU cl) V)\ / � / / \ � /\ \ ��\ � \ 1 �j//Tr \ \\� WA\ / / � X \� X-J�X � \ /•.J.\ 1, d k- :� \ \ AaTAX \ GIRDER PER FOUNDATION PLAN GIRDER PER FOUNDATION PLAN (2)2xb TREATED M. SILL, r:^ a.t{ T:i,Mi': 7 +q.4' FINISHE GRADE .Y'Y. °+`a — l! w/TERMITE SHIELD 1,., TJI ®Ib FLOOR FRAMING PER FOUNDATION PLAN. PROVIDE \ \ \ \ \ \ ;\\ "\ \ \\ \/\ \ ,1 5-1/2" 5TL. PIPE COLUMN WBEARING INSULATION PER SPECS \/ / \/\/\/\ ;\;, %\%\%/\/\/ \, /\/ \ // // ra, :rff. PLATES TOP BOTTOM 8" THK. GONG. FOUNDATION WALL ,, '\ < ` \/\\ / r p :. � \ \ i• 2" THK. GONG. RAT SLAB w/(2) 5 REBAR AT TOP EDGE d / \ �� \ \ /\ / \ \\ '\\//x X\ \/\/ /,\�\/, , '.• ' hry ��f ;._ G WL FACE G WJ_ Sim G \\ / //� <,. FOUNDATION BOLTS ,� \/\\ \\\'\\ /\\ \\ \ /\\\ •�..'�: �;;'� #5 VERTICAL REBAR ®12" o% :�• ,,,\;'�\\ \. � '�'" +6.0' EXISTING FINISH p •> \ / \ \ / ', •Si a r..:,r• / ��Xxx\� \ / / / \ \ / / / / . K'x. , ct;^ #5 HORIZONTAL REBAR ®8" o% \ \ n. 4.. \/ ?:4 e. /. 1803 •-M> } / / \ / / / \ ��: -*-?.ti's \ / / o / +3.0 BOTTOM FOOTIN \ \ \ \ \ \ \ \ / /' RA B \\ /- /� / DRAWN N Y: \ ; \ \ / \ \ /\ \ \ \ \ \ \ \ / , /\ / / / i ,' / i i 11 \ / \/ \/ % / / / / \ / / /'\ /� " / / \./ /. / /'' / //\ �'\ //\ //\\// // //' / //\ //\ //\/,/\/i / \/' // //\ /;/`.\/�`\\/ /\// \, : ,12 x36 POURED GONG. FOOTING ON /' % / \/ TCS \ \ \ \ /\ \ \ \ \ \ \ \/\/\\/ \/ \/ \' UNDISTURBED SUBGRADE OR PROPERLY \\ \ \ \ \ \ \\ \ \ \\ \\ j\ \ \\ \ \\ \ \ ' \ / \ % \ \ \\ \\/ \ \ \ \ \ \ / \ / \ \ // �\ \ \ %\ \ \%\ \ /\ COMPACTED CRUSHED STONE FILL \ \ \ \ \ \\/\\ \' \ \ \ /i\ \ \ \ \ \ \ \ \ \ \j\ \ \//\/ \/ \/\/ \ \ \ /\/ \ , \ / '/ / \/ / / / /�' / / / / '/ / / /\ \ ' /' / / � .�/ / \/ \/ � � / \/ � � / // CHECKED BY: _/ / / \ / /\ \ /\ /i /� / /i / // / \ // '/ BAR\®12 +I.O GROUND WATER /_/f / /" / / \ `�-/ / / '1� /\ �\ \ \ \ \\ \ \, \ \ , \, \ ,\ \/ \ \\ \ ' \ \ \ \ \\ \ \ / \ \ \ \ \ \ \ \ \ ' \, \ \�\ \ / \ / \ \ \ \ \ \ \; / \ \ \ \ \ \\ \ '\/; \,i / % \ % '\j \ DATE: \ \ \ \, ;/ / / / / / / / / / / \/ / , / \ / / / / / / /� / / / \/ \/ / �/ / #;REBAR 4" ABOVE,•/ / // 5/6/19 /\ // \// �/ /, // \/ / / \/i\/i\/i /.%\/i\/i\/i\/i\/ /\/i\/�\/: \/i\// /i / // /,/ \//\ / � ' OTT FO 1NG / \ \ \ \\ \\ \ \ /\ i/ \ / / \/ ,/ \� // / / / / /" / // / / / \ / \ � / SCALE: // / / / // / \ / / \ /\ / 11 /\ ULDIN ON / / / \ \ \ \ ' \\ \ \\ \\ \\ \\ \\ /\' \ / \ / \ sus 1 -o \ \\ \ \\ \ \ '\\ \ \/ \ \ \ \i"\ \\ \ i 1�l O T \ \ / / / , \ \ �� .. / / � / / �/ / \/ \\ SHEET TITLE: ;SCALE: 3�8 -0 AFTER EXCAVATION, A55E55 BEARING CONDITIONS AN15 NOTIFY \/ / \\�'.\ '\�\/\ \ '\ \\ \\ \ \ \ \ \ \ \ % \ / \ \ \ \/ \\/\\ \\ \ \ \ ' \ \ \/\\/\\�% \ \\ \ \ \,ARCHITECT OF INSUFFICIENT SUB-GRADE. A5 REG2UIRED, AMEND \ \ \ \ \\\ \ \ \ \ i \ \ / \ \ \ \ \ \ , \ \ \ /\ \ \ /\ \./ /\ / \ / \ / \ \ %\ SUB-GRADE BY EXCAVATING DEFICIENT MATERIAL AND PLACING \/\/ /\/ / / / // / / /// // / / / / \ \ / \/ /� / ' / / /\ �GRANULAR BAGKFI LL UNDER FOOTING LOCATIONS,ONS, COMPACTED TO \ /\ /\'/\\ �\ \' �'�' \ '/ `\ � /' \ \ BUILDING \ \ \ \\ . \ ., \ \ \ \ \ \ \ \\\ \\ � \\ \ \ \ \\ \ \ \/`\ \ \\ \ \ \, '\/ \ ./\\ '\\ \ \\q5� PER ASTM I55'i PER SPECIFICATIONS \ \ \ \ \ " \\ \\/\\ \ \\ \ \ \ / / \ \ \ \ \ \ \ \ \ \ \/ \/\/ / \� / //\/ /\ / / / / ' ' \/ /\/ % / /// / \/ /'' /' / \/ / / j\/' j \i / / / \ / / / / � / / / / / / , /� \' ' ; ' / / ,/ / \ � SECTIONS' X\l 0 / XY /XAX \ SHEET NO: / / / / // CONTRACT SET 'DONOT-PROCEED;WITH FRAMING UNTIL SURVEY OF,FOUNDATION'LOCATION HAS'rBE N APPRpVEQ:. DRAINAGE INSPECTIONS ARE,REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. APPR VED AS NOTED DATE: B.P.'# ��� Fire separation ' "FEE: � BY: required as per NOTIFY BUILDING DEPARTME AT 765-1802 8 AM TO 4 PM FOR THE NYS code FOLLOWING INSPECTIONS: 1., FOUNDATION - TWO REQUIRED AllFOR POURED CONCRETE eXterl®r lighting 2. ROUGH- FRAMING & PLUMBING installed, replaced or -3. INSULATION repaired shall conform 4. FINAL --CONSTRUCTION ;MUST to Chapter 172 BE COMPLETE FOR C.O. of the Town Code, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Blower door and ductwork testing required. COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES Must provide Manuals AS REQUIRED AND CONDITIONS OF D,J and S as per NYS Energy Code rfaq*N RD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC ELECTRICAL INSPECTION REQUIRED OCCUPANCY OR TRUSS PLACAR®ING REQUIRED USE IS UNLAWFUL v WITHOUT CERTIFICATE PLUMBER CER TIFICA T/ON' OF OCCUPANCY ON LEAD CONTENT BEFORE CERTIFICATE,OF OCCUPANC; SOLDER USED IN WATER _rtPLo_ C ' SUPPLY SYSTEM CANNOT ALL-PLUMBING WAS�TR:w, EXCEED 2110 OF i'`% LEAD. %&;WATER LINES NEEP: FQRE Q—E�t! . r. N 0 F Rauch Travis N REVISIONS: 93 S Howells Point Rd Bellport, NY 11713 50' MIN COMMERCIAL - » 2703 Long Creek Dr NA A 50' MIN REIDENTIAL N 75'31 17 E _ 1000-52.-7-1.3 VACANT 210.00' SIT " T IS EXISTING PAVEMENT SCTM # 1000-52-09-1.2 GROUND / v S o ' �' /" ' N/O/F PROPERTY: 2667 ROW off Lon Creek Dr •/ r j x' x. g O \\\ \ ` `\ \ / •, ` /;\ orton Ang la ADDRESS Southold NY 11971 N 10 Pond Ave - - , / ►� Sou hold, NY 1971 OWNER: Timothy Casamento II TImIII IImTflm � \ \ �; X` \ ) > " u Row Kleo Kin FILTER MOUNTABLE BERM \y; >� /; j \ i ,` ; \' 17 Woodbridge Court 2" STONE OR CLOTH (OPTIONAL) i/ ROAD / / W PROFILE \ / N 0 F est Babylon, NY 11704 RECYCLED CONCRETE `\ \ ~/ Y r, / Murtha Gerard, Murtha Robin ,,\ I 411 E Lake Dr SITE: 87,937.5 sq.ft. 2.018 ac \', , /\ Montauk, NY 11954 64,350 SQ.FT. 1.477 ac �- 2684 ROW off Long Creek Dr Landward of wetlands ry %`' /.:�\ /;".� ;\ /�, :,� '\ ;� • � ;' ,' / i , '\ 1000-52.-9-1 .3 bounda 50 MIN COMMERCIAL j \ Y, \ j. IZ 50' MIN REIDENTIAL VACANT TOTAL PROPOSED LOT COVERAGE: 9281 S.F. ° O or 14.4/o / /' ` ,K' ZONING: R-80 SURVEYOR: Kenneth M Woychuck W 0 l' L n '> and Surveying \ Y g Po Box 153 EXISTINC d Aquebogue, NY 11931 GROUND •��'� '� y i' AT License # 050882 c• '•,' :;.• j � _ ;\ OF TIDAL AND z / \ \ \ / / - - _ Dated Revised 12-13-18 r' FRESHWATE O O LANDS AS DELINEATED Revised 10-10-18 co x. `'r EN CONSULTANTS Revised 06-01-18 12' Mll�l. OR MATCH w - \/ \� / ;�'' \` /,' \' , ,\ �' 8 ; / i ) / 4 M GH 28, 2018 Revised 05-24-1 ADJACENT ROAD WIDTH o X 4' h\ \ /:' Revised 04-13-18 _ \ ' \ '` \ FLA N/0/F ? /\ \\ ' ,' ,� . ;'\ ,'� ;' ,-'' t 1 '. /`� /\ / I.\ / \\\ j ;u' j,, LH Update wetlands flagging 04-03-18 -� ANGELA NORTON d ;� x' ,�` �• \ / Add 50 buffer 0 0 STABILIZED CONSTRUCTION ENTRANCE 610 Pond Ave �- \j' \ 0 �O� k, I 3- 8-18 T V 2 Southold, NY 11971 z �\ \ ',' ' '\ -- _- ' _ y,\ I Set stakes for NYSDEC 01/18/18 �' / �' �''/ '�.' �' '/ ��� \�/' .�, �•./ �, �5-�..�-\moi_ \,' \/ ' \\ NO SCALE 2653 ROW off Long Creek Dr / /\ / \ \\/ \ / ,� ; / \ /'\, \ `\ \\• _ / / \ "� �\ -__ /''. 10 M1N. 1000-52.-9-1.1 X \ '.-' ' l� ,.,-T-1 � c , \ _ } VACANT v. j k �\ \ T/ 5 - I L STABILIZED CONSTRUCTION ENTRANCE NOTES: �,� \ y / / �,\ �ZONE AE (EL `6), ZON1= x ,;u. h_ '� ;' , ,%' �' ,< OL / X \ / \ \ \/ 1. Stone size use 2 inch stone, or reclaimed or recycled '� ,' \ / ' \,, X, /' \.�/ j y.' v, Long Island Sound W concrete equivalent. \rt , /' � ,'' ,�' / '\ /�\ ;' `, ,�%', ' ,, '�� � ,'�' "` "� ' � % '\ `, \ IRM ZONE 2. Length not less than 50 feet(except on a single residence lot where 30 LIMIT OF TIDAL A ' ' /`' '/ 'Y '�. BOUNDARY V k LINE Hashamomuck Pond foot minimum length would apply). FRESHWATER/NONTIDAL j' \, ` / \�/ / ` ' j j\ 3. Thickness - not less than six(6) inches. WETLANDS A5 DELINEATED '\ �\/` 4. Width twelve (12) foot minimum, but not less than the full width at points EN-CONSULTANTS / �\ / \ %� j\ ' ,j' \ `\. '� LIMIT OF where ingress or egress occurs. Twenty-four(24) ,00t if single entrance MARCH 28, 2018 \� / \ %`\ �- % ,' ;'V\ CLEARING I J to site. \ XISTING �a 5. Geotextile -will be placed over the entire area prior to placing of stone. \/ ' ' `. PROPOSE Z ' j j. �� ;' ,v VEGETATION TO y.. 6. Surface water-all surface water flowing or diverted toward construction \' ' ;�" \ 12X12 SHED , BE REMOVED o� to X30 entrances shall be piped beneath the entrance. if piping is impractical a \ \ �� ' 0 mountable berm with 5:1 slopes will be permitted. ITE � 7. Maintenance -the entrance shall be maintained in a condition which will '>' \ k ` ' - ¢O' 00 FT SETBACK om prevent tracking or flowing of sediment onto public rights-of-way, all �\ / \,% \ / ' �, ; /;'y/ �Q'''l;' ,`'� _ LINE FROM TIDAL �` O sediment spilled, dropped, washed or tracked onto public rights-of-way `\ ,.''` ! ,\ 6 AND FRESHWATER/ must be removed immediately. /\ \'' J ' ,-- ONTIDAL LL. 8. When washing is required, it shall be done on an area stabilized with '\ \.\ .� /i WETLANDS stone and which drains into an approved sediment trapping device. '' , -- ~ \, IN5TALL'" TEMPORARY \,, \\ I CD 9. Periodic inspection and needed maintenance shall be provided after each \' /� / ,!%j 0< "\ `� PROPOSE j / \� / \ > , \, 1� \ 51LT,FENCE ALONG' GENERRA 1�' ` ,6 to rain. �\ \\\ ,,' ' ; �� ,' LIMITS 6F D15TURBANGE,:' ; N \ \ PERMANENT FENCE OR `� i DRY NSTALL TEM'JRARY /'y` LIMI WELL i I I SILT FENCE ALONG SMALL STONES 9 G MING .PROPOSED SOi1�� , WIRE FENCE W/ LIMITS OF r�5TURBANCE �� \ DELINEATING 50 >' j ;,. ;V �' `, /� 4TOGK PILE AREA`\ FILTER CLOTH T �O X ,DISTURBANCE_ BUFFER ' ` ' LIMIT OF TIDAL A / / ., .p / % \\ j \ �, HAIN FILTER CLOTH MIN. b �� '\. . \' F: \'" '% ' e, i ^ ' SURFACE FRESHWATEP NONTIDAL 1 ,� \ \ / \%� �S ,` `, ;', 6 9 i � �Q- D \ .tD `�\ LINK BELOW GRADE EDIT AINAGE WETLANDS AS DELINEATED ` 0x5 IcD FENCE EN-CONSULTANTS Y/ \h; / /\1 / ;\� /', % RO D L I M I T i / /A .� \� i otS Z MARCH 28, 2018 x ' , ' y'Gc j` CLEARING , \ •n - ' ��\ \\ \\ \\>� >\ /� / M / \ 4+ EXI TI LO \/ \�' D15TURBA �y � \/ \ ;�� \ \��\% ✓` gyp- ,3apo .F.+/- ,. ��\ / A A E LI NDE I y ' ' p, G1�Ou TEMPORARY STORM WATER Y l\� /k\Z\o�lE\AE cEL yrw < \ \/ j " O S ' .>:+�I.3 �� i YVA ��t�0 PROP N4 TA K .J S` F °ao 0 RUNOFF CONTROL MEASURE DRY w 3 X 0 , >/ i'�\�� \ii /C \ i;\ LIMIT OF -4 �'� PROP 5EI7�\ �� GA r� •� i i J C a z LL FIRM ZO ` ' ; .,ZONE X j CLEARIN c �' LJ ------ -- -- EROSION & SEDIMENT CONTROL DETAIL 0 W. N w BOUNDARY LINE �'' L� AT(O. �6 HVAC r1 ' -------- -- -- - - NO SCALE 17 C W. a us _ INSTALL TEMPORARY 5 \ ;h;O, y� I�lO� \ ' < \ ' 5TEPPING x \ �' � RO�QSI7 NEY�` \ •. , •` ________--;--- j M SILT FENCE ALONG �1===--- n i '��� p � 2 BF-�KOOM q•4 POSE NEW TOP OF EXISTING GRADE Q ~ LIMITS OF DISTURBANCE '� Qh� RES I DNG I ' `� `� U �A I`t Cl.. WALK outdo r / U ERGR UND PLR ELEV*12.0 U LITY LI 5 i AST IRON FRAME AND COVER j \ j \ .00e r1l1 is anc� \ , I TO GRADE (AS REQUIRED) 82.2' i 4 6. ' +8.4 ....•• "...• .��• �\ 40.0 TRAFF IG SLAB (SEE ejeGtrlc �� � Y WELL i i i PLAN5 FOR LOCATIONS) 6 EXISTIN VEGETA N TO 8 G 'R,h W BE RE VED ' /LEAN T q cv SAT OOI�I _ c_ � Z C X i 100 FT SETBACK LI �X, 1 i N ;V"iLEV +8.5 N - se g0 ® Q��0 +Q.6 �� T€ST HOLE "FROM TIDAL AND i i wer U Q OD 6 1=1. +-6_.Q _ t FRESHWATER/ NONTIDAL carr ` �' �5' �n' O 9 J - I o U ® ® ® ® ® ® ® ® ® DRAINAGE WETLANDS T - - - �� , - - W ttl , a +8.3 8.3 +1.4 J Q Z ® ® ® ® ® ® ® ® ® BASIN FOR �\ FRONT Y i 28.0 �8 _ Z 01 PROPOSED d O 3' min ® ® ® ® ® ® ® ® ® SIZES SEE d1- PROPOSE NEW O UNDE ND PUBLIC I O -� J ROOF YER i 8 i in i Z IL } ® ® ® ® ® ® ® ® ® Q/ 51 TE PLANS � DRY WEL / W I �� ,STONE O i� LINE (X �\ A , \ I 0 , 0Z ® ® ® ® ® ® ® ® ® r- I�xb ; ASPHALT Lt' LP LP , O PROP05ED NEW MON. 4 d O ® ® ® ® ® ® ® ® ® BACKFILL I -r STEPPING STONE v MATERIAL PROJECT NO: In DRIVEWAY / / D �. O , ® ® ® ® ® ® ® ® ® TO BE 1803 / 1 I, WALKWAY 'p. , d 1.i ---____ 0 _ Oxb LP LP EXP �� �����, i ' _ GLEAN 7,\ �- - ' , O p `��o z SAND AND DRAWN BY: / 1 `,z 7 -I EXP ' o sr °' N _ UT CONCRETE WASHOUT ARE I ' <t O i �'• ' ; , GROUND WATER GRAVEL BED OF PROPOSED DRI WAY �'U I IE GU R Z 6 , CHECKED BY: DRAIN D in - ❑ MON. TS \\ - - - � � � � � PERMANENT STORM WATER VE 1 371.73 7 S75'25 53 W /g, 7 7�A 6 ❑ 6 275.00 Y DATE: TEST HOLE COBBLESTONE ASPHAL OBBLE5T NE SPHALT GOBBLE TONE °o I RUNOFF CONTROL MEASURE 2/25/19 CREE NO SCALE CURB TYP DRIVEWAY CURB TYP CURB ❑ N RIVE WA ❑ ; ; STORM DRAINAGE RING TYPICAL SCALE: LO` ELEV. 6.9 EXISTING WATER MAIN ❑ ' 1., _ 20' - 0.. y 4j�. \\ i ❑ �- W.V. �, NO SCALE OL DR BROWN 0.9' - - - - - - - - - - - 1 :\_ y, j, - - - �- - - - - - -"' L j SHEET TITLE: LOAM ---------------------------------------- -- ------------------ k� ' --------------- -----------F�------------------------------- ---------- SANDY ' -CATV ' / '7.5+ '1.0+ ,' ,- -j / BROWN BLUESTONE ROADWAY N/O/F Norton Angela i SM LOAMY SAND I. ------------------------------------------------ ------------- ------------ ---- --------------------- - ELEG ' SITE PLAN \ / T I^I �,/ 610 Pond Ave Southold, NY 1 1971 ,;,-' -J FR� Y A I E R ADY `lA I ROW PALE O OI 1000-52.-9-1 .5 ROAD_----" BROWN SW FINE 4.9' I ------------------------------------------------- ------------------- ----------- --ELEG/GAN COARSE N/O/F SAND _WATER POSED NEW 10' DEEP OPOSED NEW 10' DEEP OP05ED NEW SEPTIC SYSTEM FOR A Murtha Gerard, Murtha Robin WATER IN ELEV 1.0 COBBLESTONE APRON COBBLESTONE APRON 5 BEDROOM RESIDENCE AND GARAGE 411 E Lake Dr SHEET NO: FINE - GLEAN OUT Montauk, NY 11954 SW TO - 1200 6AL SEPTIC TANK (5T) 2668 Long Creek Dr COARSE 10'dla X 2S' Ilq•. depth 1000-56.-1 -11 .15 SAND 6.0' L A F,POP05ED STAGING AREA - (5) 8 FT x 2 FT LEACHING POOL (LP) VACANT SCALE: 1 - 2O�-O,1 AND CONSTRUCTION - (2) 8 FT x 2 FT FUTURE EXPANSION LEACHING POOL (EXP) ' ENTRANCE IN FOOTPRINT OF PROPOSED DRIVEWAY 08-02-17 K. WOYCHUK LS STONE \/IKING 4211W. REVISIONS: I' COUNTERTOP FREE5TAND I NG GRILL, 1/06F55420 ,N 0111 i i / .--- - - - - -- - - - - - -- STONE VENEER PIN 15H 7=7 TYP on 4" thk GONG \ \ ;�,/;/iii,/;,i i/��❑,;/',iii,, ' i ;/i% /, =-=J� _- _= j❑ _; \ NON-DISTURBANCEBLK STRUCTURE / / �- 'Xir- 5LIFFER Uj > SIDE ELEVATION _-- -- N5TALL TEMPORARY SILT O PLAN 3, PENCE ALONG LIMITS OP = DISTURBANCE (PERMANENT LJ STONE F COUNTERTOP BIKING 28" PENCE OR SMALL STONES 5toinless Steel DELINEATING 50' NON V 1 O Access Doors - 5.2+ DISTURBANCE BUFFER Uj (n AD52520 O / ROVIDE BELOW DE GRA1/EL _,�=❑,-_ =1�= / OUTDOOR COOKING PRENG�f�URAIN 15LAND W/ 42" GRILL TIED TO l� YWELL � -__ D- �c / 30' SEE DETAIL/ PROVIDE UNDERGROU b � PROPANE 4 ELECTRIC LINE FROM RES I D GE — — — — — ___ 2"x'72"x2" THK STONE i FRONT ELEVATION / PROPOSED NEW \ g� -- - --_ a' �❑- _-fir EDGING ON GONG SLAB II' y GARAGE w/ D Y 1 _ - - TYP / ❑ BATHROOM NELL / FLR ELEV +8.5 - y ,❑f ,.//'\ \ TER GE j L n MR "a +5.4 -ONC LAB All U SmL LA SCALE: 1/2 - 1'.0 /* /10,1 WWM__ - /6 '� O I0 L- PA� NCS ` \ P fi� _S SHOW / WELL +8.5 ' %car/ �- ❑ - l- +c1.4 cf.4+ — FENCE O DRY \ ___ �h' �'� ST ,,-��.=11` - -�j- - - -- DRY ►�6 �i.6 6 -6 WELL 1` WELL / ° �t� %,% NAL WAY �t~�� \ / Gy _ \\ _ COBBLESTONE /\ �•�, �0i to Cf.4 +Q.4 .U. CU CURBING �� +8.4 `.� clean �'�•\ Ut/ 0 N outl +q.4 \ Q 4 FT Alt NIALKWAY •�: / + STONE PAVERS ON � 4 THK GONG 5LAB� .% \ I � I TRENCH DRAIN �. ;' W/ 6X6 10/10 WWM j I AREA. WAY TYPICAL PA\/INC q..4+ / \ PATTERN A5 SHOWN i � z \ DR AY ) ASPHALT �e j Iii / cn Q• M w % " \ SURFACE PROPOSED NEW /• -� N `r DRIVEWAY c4, \ 2 BEDROOM o % w & a ` '.Z =r w Z w '� �. 1.4 - " . ASPHALT \ ES . , L RESIDENCE DENGE _ Z LL .i Q ❑T FENCE _ '2 SURFACE 'q \ ' � �f; -_ �, �� � FLR ELEY +12.0 � M = o 0 .4 GATE M I W. N tz L" ❑ ❑�s ,'_Z, co Co. TRENCH DRAINHVAC / vT pr e ` / COBBLESTONE 1 CURBING PROPOSED NEW 10' DEEP \� +�f.4 +�f.4 COBBLESTONE APRON W. MORTARED JO I NTS ON I" THK \ 1 +q.6 j .❑; �; MORTAR SETTING BED ON 4" / THK GONG SLAB W/ 6?C6 10/10 WWM TYPICAL PAS/I NG ` ❑ I � � PATTERN AS SHOWN ❑ Ico / PROJECT NO: !� COBBLESTONE / 1803 U� CURBING SEPTIC SYSTEM ❑ I DRAWN BY: DRIVEWAY ❑ I \ / UT Q\ ❑❑ / ❑ CHECKED BY: V� ASPHALT I 1 _ SURFACE 5 PING TS 5T P N I DRY 1 DATE: r� '❑ v WALKWAY WEL 2/25/19 z \ I L >�❑11 ,� <r ���, ,.,,," ; SCALE: SHEET TITLE: • PROPOSED NEW 10, DEEP COBBLESTONE APRON W. T: ?;`;❑ ENLARGED r ;ts �❑ / SITE PLAN MORTARED JOINTS ON I" THK yv�)�.. �`�N MORTAR SETTING BED ON 4" v ❑�r L A, THK GONG SLAB W/ 6X6 10/10 �nj K m WWM TYPICAL PAVING ❑� SCALE: 1/8" = 1'-0" PATTERN AS SHOWN SHEET NO: BID PERMIT SET IND-BORNE DEBRIS PROTECTION FOR OPENINGSHm` T ,' STfi�UGTURAL R�VI�Y�! BY STEVE MARESGA, PE FOR MALL OF'E1�1 i NG PROTECTION OF 120 MPH 5-SECOND Yell ND GUSTS � 188--0� WAST MONTAU�G H I GHINAY, HAMPTON BAYS, NY I I�4� ( MAXIMUM MEAN ROOF �--E I CHT: E351) 51MP50N LSTA - 20 6A6E PHONE ��I -72a480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY 2 x 6 TIE ® EAGH RAFTER IN VIECLASSIFICATION VIEW OF STRAP. DESIGN CRITERIA: r � ° ICE SHIELD UNDERLAYMENT S 1 NGLE FAMILY RES I DENT I AL SHUTTER ASSEMBLY I REQUIRED - 24 FROM EDGE DF-516N IN ACCORDANCE W 1 TH AMER I GAN N.T.S. .a'- - FOREST CONSTRUCTION MANUAL ORFRAME 2 FAMILY HOUSE FOR PANEL SPANS: O <; 4'0 NIDE SPAN I � \ LIJ 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENIN,55 4") 1 ° ALTERNATE POSITION OF i n V �, ASSEMBLY: I HURRICANELIP USE SCJ -O MAXIMUM GROUND SNOW LOAD - 45 PSF. z Z 5IMPN H5' ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wFIRST LEVEL - 40 PSF. L.L./ #10x3" (wLIVING AREAS - 40 PSF. L.L./ WASHER5) GALVINIZED OR STAINLESS STEEL W WOOD SCREW © I6" O.G. I ' SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 1 ° - CLIP NAILED. TO STUD. WIND SPEED - 130 MPH #10 TEE NUTS ATTACHED TO BLDG. w/ #10X1-1/2 ( W/ WASHER5) I I FIRE AREA RS MACHINE BOLT ® 12" O.G. °� I 5- 5TYPIdNAILS EACH END SEISMIC, DESIGN CATEGORY - BJ \ I RESIDENCE: X WEATHERING - SEVERE � � APA EXTEND TODTOP O OP PLYAOOD O PROVIDE 8d COMMON FROST LINE DEPTH - 36 H1- \ I PLATE. EXITEDLS a 411 ERIOR O.C. of ALL TERMITE - MODERATE TO HEAVY - I SHEATHING. •'� , TYPE OF CONSTRUCTION DECAY - SLIGHT ® v, CONVENTIONAL LI&HT FRAME ROOD IGE SHIELD UNDERLAYMENT REQUIRED - YES GONSTRUGTION UJ w LTIPLE SECTION ASSEMBLY: > 1/4" THICK BOLTS @ 2' 00 Ii 11 GENERAL (VOTES � 10 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY w i , 1 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE w CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING I CONSERVATION CODE, AND LOCAL AUTHORITIES.I 1 -- 1 - TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN � 14 1�' ,�' BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 0 1 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. Z SIMP50N M5T2'7 1 I I/2" WIDE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O METAL STRAP ®48" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. J I't I�, 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 0 DOUBLE SHUTTERASSEMBLY I 1 I I I I 2 x b ®I6" O.G. PLATE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED ANDSPECIFIED BY OTHERS.PARTITIONS, EXCEPT AS NOTED ON DRAWING. ® N. I I I I 1 I SIDS 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN Iv I. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA AROUND OPEN( 48/24 SHirATHING GRADE PLYWOOD I 1 VERIFIED BY CONTRACTOR(5) PRIOR TO START OF „ I I INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS @ 24" OG 1�-' IoJ, AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS I I I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: I , SIMPSON MST2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE, i). PREASSEMBLE PL1''WOOD TO 2x4'5: # 10x3" (w/ WASHER5) GALVINIZED OR I 1 1/2" WIDE - 20 6A&E LE55 THAN 5`%. CONTRACTOR SHALL VERIFY THAT I METAL STRAP ®48" or,. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20• PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. I,, ' CONCRETE SLABS TO BE COMPACTED TO 15% AND IN BASEMENT ( IF API"LIGABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL :;�; <, ad NAILS a 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA, 06 Z WOOD SCREW 9 1611 O.G. ' '' t %'' -1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Q d ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR `;;' :; 2 x b 51 LL PLATE M SUPPORTED BY DOUBLE UPRIGHTS Q.O FT AND OVER ON EACH LEVEL OF DWELLING A5 REOUIRED BY `,"''y' 7r'•�; AGQ TREATED. .1.� #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) NEW YORK STATE BUILDING CODE. MACHINE BOLT ® 12" O.G. 7BY TRIPLE UPRI6HT5. ALL HEADERS TO BE Q M SEE FOUNDATION DWG. ps '%ti,N�*-.`11'v' MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. �O >_ FOR DESIGN. "'', . 5✓8" x 12" A.B. ®48" 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO w x w✓FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =Q w U. WINDOWS - GLAZED OPENING ' 'i""'t'+' PENETRATIONS NOW REG2UIRES THAT ALL SLEEPING ROOMS IN THE �fPROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADEDD WITH HARD WIRED 4 Q N �o . PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W • N O W IN ACCORDANCE WIT�� LARGE MISSILE TEST OF ASTM E lciclb AND OF ASTM 158(b. AND DECKS ETC., Q h 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY U5E WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT 5CALE DRAWINGS. STRUCTURE DESIGN. v M PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION � � . :� HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WINID LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR 5UPERVI510N OF PANELS TO BE MAINTrNINED ON SITE. SHALL COMPLY A M`('SBIS CHAPTER #2304.1.6 THIS CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. _ Is 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 o 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. 'g�rr 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. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1803 RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o �Io ° CEILING JOIST/ToP PLATE 4-861 (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: ................................................... CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION -7-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: J GABLE ROOFS BLOCKING/RAFTER 4-5d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 4. ALL HEADERS &'-0" AND OVER SHALL BE SUPPORTED DATE: o clo- RIM BOARD/RAFTER 4-1661 (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, Q -O AND OVER WITH CONNECTIONS. 2/25/19 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a STUD/STUD 2-I6d (PAGE NAILED) MINIMUM OF 2-2X8 OR AS 5HOWN ON DRAWING. 13, ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER 1661 (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: lob o L45 5'-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3-1661 (FACE NAILED) o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION I ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINC75 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL 7 h BLOCKING/JOIST 2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. SEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" (SABLE ROOF0 BLOCKING/SILL orTOP PLATE 3-1661 (TOE NAILED) '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 10< o <,s0 0 10 < o L45 LEDGER 5TRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-Ibd (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS"a 4' 0.0. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTION5 SHALL BE FASTENED RECOMMENDATIONS. AT H16H PRESSURE ZONE - b O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOI5T/51LL 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. o PLYWOOD ROOF DECKING 8d @)4" O.G. EDGES, @8" O.G. FIELD "TECO" OR APPROVED EQUAL. 100< o �3o STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE bd NAILS a 4" O.G.AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHIN6 Sd ®4" O.G. ED6E5, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PEP, THE N.Y.5. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 51.115FLOOR DECKING Sd a(6" O.G. ED6E5, ®12" O.G. FIELD BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 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 COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 1 10'-O" 17'-O" 161-111 20'-0" l o'-O" 8'-O" I q'-2.. 8- ",2 10'-O" uj V >- r -------------------------- -------------------------- Z I I r-------- --------HOI1NDAII.Qh -VENT------- ------ I uj � I ci) O . 1 - _ - -_ - _- - -_ - _- - _ - t W ? I-1— — — — — — — — — — — — — — — — — — — — — I I - J I O 1 I O _ _ _ _ _ _ _ ----------------- r --i — — — — — — — — �— s---- L — — — — -------------------- --- I ---- 14 p__ • • - ' - --- ' ' - - - CRAWL SP?�G — _— — _ — —_17 K GONG SLAB(2)2x10 i i (2)2x10 , I (2)2x10 I PROVIDE VINYL LATTICE I II r------- -lL _J L_ _J I PANELS BETWEEN I I I I I t f i I 11 I i t i I I 1 1 1 UNDERSIDE PORCH AND I I ; ILL J r I I 2x10®Ib" TR. WD. DJArm .GRADE. SEE ELEVATIONS I I i I W AND SPECS 1 1 I I ' •o I I 1 I I ( III _ x _ 2x10o Ib" TR. WD. DJ X ; 1 i 1 11-411 �1 I I i I m 5-I/2 xq-I/ APB xq-I/4 ' 1 ' ' L- '1 -J L--------------------------� I W I _ 1 2xlo LEDGER w/1-1/4" IMBER LOK 5GREW i -' ' r -- i — I r _ .__ _ { _ - _ I ' i - i REIN. GONG. FOUNDATION I 1 = — �- --� - (4)2x10 -__ 1 - •-'-- I L _�.5-I/2 xll- /8 APB _ y I WALL ON REIN. GONG. I I '� . 1 i I I I FOOTING. SEE 5ECTION5 I 1h II ; :..' r– -------------------------------------� I Z I ----- L J 1 I �\ -1 --J L----J 1 i I ; 1 I I 1 JI LL I ---- 1 I O 1 I I I ;'�' i I AREAWAY TO CRAWL SPACE � � w/bxb TR. WD. TIMBER WALLS ILI PROVIDE CUSTOM 1 ' I O d) 4 BLUESTONE TREADS. m )� MASONRY SUPPORT I i I! I O I _ ACCESS DOORS ' I UP I ® N II 8 I , =I q'- "� d1 't u1 PROVIDE GRAVEL FLOOR 1 FOR HEARTH I ; x �2 10 l o ml 10-10 - x �2 l o-O q'-4" BELOW GRADE OF SLAB EXTENSION ; I - \ _ I Ile Id JL a' GRANL SPACE I 2" THK. GONG. SLAB ---, •I 11 I 1 r-- –, I r----, I r–, –, r– –� r-- –, I I 1(1 0 O I I = 1 I = I I n _ " I I " " I I n _ " I I " " 1 I " " I I I " u I (3)2x10 O _ _ 5-I/2 xq I/4 APB 5-I/2 xq-I/4 APB 5-I/2 xq I/4 APB 1 5-I/2 xq-I/4 APB 5-I/2 xq-I/4 PB 5-I/2 xq-1/4 APB I _ _ _ N ')LLJ F_ I I I ) L—____________ --- -- IN _ _ _ – _ PROVIDE DIEFFENING FOR I L_ _J ' 1 - --- -- ----1 - �-1-1 I � '".... :. : . ...•. . ,.� rte. :--------__;_ . X I I I`LUSH HEARTH ABOVE I I J ( J I I N I I I 1 -- -------------- I I I y I I I I ' I --- r--- ' =I .o -► I I otS z PROVIDE R-30 SPRAY FOAM O I 24"x24"xl2" POURED = dJ dJ 1 1 2x10 LEDGER w/1-1/4" ITiMBER i I t X INSULATION PER 5PEG5. LINE OF INTERIORI0 N LOK 5GREW �Ib", STA GERED I ' I GONG. FOOTING O i 1 WALLS ABOVE i I I ' I• 1 N Q• I I w/Ib"x16" GONG. ' I ABOVE (TYP.) x m I TOP 4 BOTTOM 1 I m O _ I I I J Y 1 1- I PEDESTAL (TYP.) • — _ \I I I' x o r IN I I mII = I !1 1{j rJQ �_L� i ; j i cv Lu _j zWa NI MECHANICAL ROOM N xIw z �. `I 1 ABOVE iI r I I c`v cv N i I W• M = a I f L-- -- 4---------------------------� 5-I/2"xll-'7/8" PB i----i 1 5-I/2�cl I-718" APB I i _ _ i- -� r- 1 -, r-1 -, I i _ W• N _ _ �:; (4)2x10 I - - - -- _- -- -- - - - - - - - - - - _ _ - - - - - _ L — _ _ _ _ __44I _ _ _ �• .. ' SA �" 5 U2 xll 7/8 PB � ' 5-1/2"xH 7/8" APB I I I J.c 1 5 I/2"xq /4" APB i O Q L o_ u— 1 I I u u u I I 1 • I I I I Z Xxaa-L€D6E /4- IMBE-Rc_60K-&C-RE , L----J I L----J 24 x24 x12 FARED L-----, L----J I i 1 O Ib" STAGGE ED TOP 4 BOTTOM I -. i GONG. FOOTINd 1 L _J I I ry N N- ' ' I I � u u I I I I ' u-I I 1 w/I6 xlb GONG SLI—=' } �I I I I I 1 I 1 PEDESTAL (TYI1.) I IL i I I I 0 �0I I I X11 I 1 I I I lr 2x10@16' TR. WD. DJ I I I m I Q I - �? x x w I � -N �' -------- � NIN 1 , ,- ��o�-F,;;_' �`I>• -.A = _ ; C. I I I I I I i fI I - �ili 11,� O --. I E • I r � .,:r-.. �1 " i GROWL SP?�G r- 1 _ - 1 1 - ' ' ---- --- ._L POtlMDATt01��7E1�T- ------------- 2x10@16, FJ _ 1 I -------------- --------- (2)2x10 1 .: . . _ 1 ( 2x10 �. (2)2x10 2" THK. GONG. SLAB 1 SET DOWN — — —— — — — — — — — — — — — — — — — — — --------------- -------f------ I ml m jPh : ' — — — — — — — — �-----i a I m I i --- ------------------------- - -------------------- - — — 12" DIAMETERGONG. PIER I i I I I GONG. ST0000 ON BELOW GRA (TYP.) I I I 1 1 I 1 � PROJECT NO: I I I i EXPOSED PORTION OF j i it ill I j ; FOUNDATION (NOT UNDER `9 1$03 I I i li i ; PORCHES) DRAWN BY: FO ND?�TION VENT ________ 1_-________ I' OU------N VENT -j I TCS L ------•--------- ------------------------------------------------ --------------- - I'-4" _ - - - D E: �'-o" lo'-o" 13'-a" 14'-ly2" 1 2/25/19 E: I 1/411 = 1' - 0" SHEET TITLE: A u I � OUHD 24 � ROH PL9A 18'-10" 6'-7" FOUNDATION PLAN SCALE: 1/4" = V-0" ' 321-0" SHEET NO: BID PERMIT SET 27'-0" 20'-0" 10'-Sy2" 16'-3y2" 8'-3" 101 10'-O" 10 2 W - - - - - - - - - - - - - - - - - - - - - - - - 0 DHG3260 DHG3260 DHG 260 DHG3260 DHG3260 I Z l 0 5-I 2"xl l i 7/8" APB o f uu LINE OF ROOF OVERH G ABOVE--\ I c p/ I rN I O (3)2x6 POST w/POST G AMPSCD RAILING 1 O O � w/ --I TOP 4 BOTTOM (TYP.) N I N Lu _ ro - - - - - - - - J c� m m c� L - - - - - - - - - - RAILING -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 1 5-1/2"xa-1/4" APB CONTINUOUS 5-1/2"xa-1/4" AP CONTINUOUS DHG3260 DUG3260 DHG3260 SUN OOM (3)2x10 GA ED BEAM O - - - - - - - - - _ _ _ PANELED CATHEDRAL CEILING ® � T Id- WOOD FLOOR E (3)2x1 HDR 1 � I j tQ I - F7A., 4'-II•, c{'_ r2" 4'-II' I ., PROVIDE MAHOGANY I m -7 I I I I ON W W PANELS vi/SCREEN I W 01 i I > INSERTS PER SPECS I t GOYERED PORCH `9 `9 DOG DOOR. o Q D I N I N ROOM -� SEE SPECS i [] v I I pi WOOD FLOOR (2)II-1/a"45/4" LVL I (2)II-7/8"xi 3/4" L L 1 o x N +� I co+ (3,)2x10 HD I W W _ _ _ iU Lij Lj BATT.��o � �� 1 2x616" WALL F MING w/R-la � I III SHEATHING 8TSH1 SLE SIDNS V )2xto- I19R - - I/2"X11 /8" AP - -7 - - 5-1/2"X11- /8" APB - - HALL m I o C� c� PVC, GA5ED BEAM / 13' 6" / c0 5�2„ W�OD FLOOR T- +9 N I M Z �n I7 �'-�2" 001 I =N ' v � MASTER Q o I � ti N ,o y I BEDROOM - � I WOOD FLOOR O N♦I N Q- - = X lIl (V I 1 - _ _ - - - - - - - - - - - - -- - fi _nsO �� ml (f1 o i — — — — — — — — — — — — — — — — — I'-a„ - - 1 (3)2x10 RR _ I I --- - - - - N MomsPANELED WALLS X36"w.x 24"+/- h. GAS MA5ONRY FIREPLACE " MASONRY GAS 1 " "r----------; FIREPLACE w/FLUSH m I I r �w/HEARTH RAISED lY HEARTH - J (4 xb POST �g d W HEAR EXTENSION = I I � - - - - - - - - - - ,- GES OF FLAT i O - - - 5 !{T cv cv = I SCREENED x 1 I N 1LNG ABOVE - v kin CMT 034 TWO-STORY SPAG O 9 PORCH N F_ %1 1 WOOD FLOOR I LAUNDRY 1 N I IPE DECKING 1 FLUSH STONE HEART I I I 71 LE pN Mt�JD - 0 _ SHELF $ P LE - - - - - 34x96 , , I� SHOWER (3)2x10 RR - - - � I I N I- - - - - - i o i� O i = 08 z -- -1 I O - - - - - - - - - - - - - - - - - — - - - - - - - - - I - - —'"— — _ I y a• C m � „ I m` WALK-IN 3'-Io " I Y 33-3y2 CLOSET Y2 --3=4 $ C 1 _ J a O I - m � o0 I MEC H. RM. X� I w -�• W 3 x d 1 = VINYL FLOOR= �- \ i HW 4, O„ 8.. _O„ -f� �' --- W• v ui ►� i PROPANE _ Q �J i M W PVC, CASED SEAM ' — — — -� FURNACE N = _ _ _ a N o 4 I }2x�o-kiDR (3)2x1 HDR (3)2x10 HDR \ SH F FILE -� _ 00 i = W = M _ - -_-_ v Q t-• D 1 1 3 6 60x96 1 PULL DOWN STAIRS -_--- � � -® _ - SHELF $ POLE IN + Lo o O L - - - - - 100 SEE SPECS. - h =_ Ij � ? ,O N lq m 1 N �I WOOD LOOR Q+ �^��+ - - MAS R 2@3 x84 �+ ENTRY PORCH °� EOYEiR (9 ; p�+ II- LINEN I N ON v "��+ WOOD FLOOR () c, `L 11 ' T LE, O MU oo - x I BUILT-IN BENCH w/STORAGE 111 _ 2x10@ I6" GJ_ _ _ _ 2x10©I6" G : litu 1 N � � IIS — - -- - - — I �: LIBRARY - -- I - 1 4., u « J V2 o Htf GUEST R OM -__- - 09 WOOD FLOOR i RAILING - - - - - -_- - - - - - - - -DHG3260 DHG3260 - - (3)11-7/8 xi-3/4 LVL LUSH U ST M (3)11-7/8 xl-3/4 VL FLUSH - - - - - -- - - - - - - (4)2x POST • - \--(4)2x4 POST o r RAILING ml cfl �� ----TH v� co 1 m _ O N IL N Mu _ N PROJECT NO: = d) = I _ 1803 0• cv I m DRAWN BY: I (2)2x10 HDR (2)2x10 HDR 1 m TCS DHG3260 DHG3260 DHG3260 DHG3260 I a' O„ 4,_7/2„ 6,_�2„ 7-1�2„ 3 "- - --- - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE: � 2/25/19 I 1/4'9 = 1' - 0" 14'-0/2" a'-7/2" 14'-�2" SHEET TITLE: 12' 3" SHEAR WALL: Y2" PLYWOOD ONE SIDE FIRST 2 L 0 0 R '� I 6'-7" a'-5" a'-5" 6'-�" 2 SIMPSON HDUZ HOLD DOWNS FLOOR PLAN i O I R SCALE: 1/4" = V-0" 2,852 SF GROSS INTERIOR SQUARE FOOTAGE SHEET NO: i DID PERMIT SET (3)2x6 EACH SIDE OF TRIANGULAR WINDOW I 2X10@1 6" RR 0 >- ♦ - - ' Z I 10 RR 3 2x10 RR uj 1 _2x10@16" RR _ _ 2x10®16" RR ❑ i c// I OI LU tu Q ♦ �I o i a— �i .4, Ix/ x n�/ O +\O/ UJ w Q' "I t\� > `♦< O O I \pL (4)2x6 POST / LINE OF EDGE OF ROOF X ❑ X �fi� m l ��i of 2x10®I6" RR \♦31, - - - w ♦ I �Y I FLOOR PLAN BELOW W \ I •` , \; > \> " �;" /'{ it / ♦ 2 2x1 R (2)2x10 RR r --_-� -_ ------------------- % --------- --_--- xl xv I z NXI, ♦fr ♦ ♦ 0 \i I ♦ (� �I \" r ♦<L �L �I lry1�Y liY \ I �1\_ �1 2x1016" RR 04\ El ---- -------------- --------------------- N -------------------- -------------------- \ x l X I x `r _ \ II 2x10®16" RR ♦ ♦ m l m I y ♦ (2)2x 10 w/(U I"xq"• `♦ m l I � m 5TL. PL. 1 I 2 I-3- /4"xlI-7 8" LVL RIDGE 2 I-3/4"x11-7/8" LVL I GE } - • - - - - - - - - - - - ❑ �I PROVIDE g/4�� PLYWD. d PROVIDE 2 VL w/ I Y"x11" 5TL. ♦' ( ) ()2 N DECKING IN ATTIC, AS PL FOR LAS 10' OF RIDGE. i 'SHOWN HATCHED, ' \` EXTEND STE L PL INTO APPROXIMATELY 680 SFS, V I - v�i NRY G IMNEY. SEE DETAIL I \` MA50 �s z v --------------------- ------------------ ----- --------------- ----------------- X v� aCo \ U.♦ i/v \♦ v i., *. WI < ryl �ryry W -�' W z W x / \i I Q N V' to / ��2xlOc�16" RRI x10@16" RR♦ i�y� ♦ w i o — ♦� 11 / C W. a 2 M ♦ I 47 ♦ / y l fi� )2x10 RR (2)2x10 RR (2)2x10 RR -� - - - - -� a ~• U / oj\ I i FOLDING -j f\-1 i / \ 0 N N i i STAIRS ;' I ♦ 2x10®I6" RR ' I ` I / L-----------i v x I ♦ _ 2X10oI6" RR _ E / 1 w LAYOVER VALLEY m ♦ I ��o -c �07 o i ,'" I 010 Z \ I A NPI117- :21 I1 ♦ OI \' 1 \ I rY+ _ I ' 2x10_ 16" 2x10®I6� RR" I I v I \ \ ^6 r 1 02x10 RR ; v.; (2)2x10 RR I F1 opx x lop \% 2 _X16" RR pCl 2x1016" _ •��� \ny ZZ / ` PROJECT N01803 \0� Y ' x ♦\,o DRAWN BY: '' TCS ♦ D E: 2/25/19 11411 = 1' . 0" SHEET TITLE: H- SCALE: 1/4" = 1'-0" I ROOF FRAMING PLAN I SHEET NO: I I BI ® & PERMIT SET 18a'-a" I I ui STANDINS SEAM METAL ROOFINSPER SPE-05 ON I Z UNDERLAY5 MENT A5 NOTED, ON /4�� PLYWD. ROOF DECKINS i ui — — —— — — — — —— — — — —— —— —— — ——— n ALUMINUM GUTTERS AT COMPLETE PERIMETER, PER 4:12 5PE05, w/DOWN5POUT5 TO DRYWELLS I J ' I I I2 U 0 H 0 ® to 10:12 10:12 loll lo�l UJ > U) Lu W 4:12 �� I I I U o V c) ————— —— — — — — — —— OUTER E GE OF BUILDING WALL BELOW �y \ Z 0 I� 0:12 10:I�� I� 12^ 10!12 N d I 4:12 INO M SO Y CHIMNEY w/ TON FA INS ER ' 5 EGS PROVIDE TH FL 5H1 N , G UNTE I — F ASHI S 4 5TE FL SHIN A5 REG'V. i O 0 4:12 O IDLE YEN (TY ICAL) - � - -� - - - - - - - - - - - - - - - - - - - - - - - - - - <t I otS Z lo I cnQ• I � � r ❑ N I W -J• WZ Wa Q Z LL N I O Dw• 5Nwo 7 CC a N a m G W• w S M IE OI2 10:12 12 Id:12 I Q 0 co I ' -- -- - 4^I2 I O c� c� I I � I4� 10 12 10:12 - cVE--- ^� AN I -t-- -' 4� :12 4:12 I I c- ^� — — — -- - - - - — �? 4:12 - - - - - — — — — — % ��r;�:�•4•. PROJECT NO: 1803 ' I I DRAWN BY: N .2c TCS , IHECKE . I — — - -- - - - — — — — — — — — — -- - --- — o . 2/25/19 1/411 = 1' - 0" SHEET TITLE: I ROOF PLAN LA N P- L P--�0 0 r," I SHEET NO: n SCALE. 1/4 = 1n -0 I SID PERMIT SET `7, ' �8 MASONRY CHIMNEY w/STONE FACING PER SPECS AND 2 THK. BLUESTONE TABLE W Z STANDING SEAM METAL ROOFING ON 12 UNDERLAYMENT PER SPECS W PROVIDE METAL ROOFING AT IO n GABLE OVERHANG RETURN - > i CROSS GABLE DORMER P4/CUSTOM —� TRIANGULAR WINDOWS WBUILT UP PVC O 12 FASCIA: Ix4 ON Ix8 ON WINDOW CASING. _ I O12 PROVIDE METAL EDG 1 NG AT ROOF F- - 4 � 0 U)' o 12 FIRST FLR CEILING — — — 4 � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ix8 PVC, FA5GIA w/ALUMINUM LEADERS PER SPECS. PROVIDE VENTED SOFFIT BELOWuj W 'IT IFF FIF _, i {:•.: ,. > . s .v STRUCTURAL COLUMNS, ANCHORED TOP s . :.. :..:.:..,...... :;F1 BOTTOM CASED w/PVC HG326 HG326 HG326 HG326 HG326 H 326 HG326 HG326 HG 26 HG326 > . = M.y<:'::. :: P1328 HP 83 1328 :; :.:< 4.;,.: W `., `' '` `` REMOVABLE MAHOGANY FRAME w/BRONZE SCREENING. SEE SPECS DETAILS IPE DECKING ON TREATED WD. FRAMING. FIRST FLOOR - - - - - - - - - - - L ''"s - - - - - - - PROVIDE IxIO PVC, PAGING r .:r_. ,r•+ t.'!!r k J! .r -• .'4 A' i :•r .. ... •.t.M.;, ♦' r w r.,. ...a.. v- �i'.h•.!'- r� ,.�a. ..rr{M i .!.J'he',,,({ ,4: ti1J i• ''� -rss+• �t� 'e. ti•,r.lC. � .w r. &.. ..":r4•'4"'.;r•�� �:>Jh r.1i`• t v `:r°'� •.xY; +at`'. - •.,4r ,�,+>�'i'`�,�a:!v.r:i 1 �.�',�' ,,,�:+'Z:ri• C;�;r,J!r'. .a•.4f 1`wL..* _.r.�"+pl,y,t'i'.tc•'�.'`°,:n'� :•. "'kSF; i.-' +.T';r•4 .4:':T ..*{" lV>i.�7•r•+i.4r".�. .!..,+t ,!>":• ii'•. �.'y.rt .Y_%,3'P.i:U., A�',..A+e•F:<'� '?,xKrr w,� .+^"�-y.h� sa,ys,y'Sr•�'!a.`ir'1 ..a t'..7vr.Y. Jt h�'e(N,. f ,y`�„�t.k:Y.r• y�r'!. +q. '�''t+ .AP` .ts.: , H •. h ,�(tyJ., r,y,,-,y��•,;� YrFEE ,�c4:!v4. t -`^"•.;,�t'il,l k * r et�..t..-"',:-rr'�.r;'' �k•�•L'C'•r,. K�i':;� .'.•-Zl .•: ;i';t'.,'�,y,a�✓.kCslr VERTICAL/HORIZONTAL VINYL LATTICE IN �Sh^S,.'wr;:.i{'; .�w.; 4na,.y:t ^r.•':ri.�'r r'"'�•Y w.r.�n.�i„-'..4• t•,r�J1 ,,+.'!sn- Lnfir'' ~�. .ryrirti.�1:ri'h: ' rt� Y+tw'c.. `srf.F-�'al,..<t•),11C„• '" ., ,�•Y ,, yjt"�:+t c'•it C.T.,iv'✓.�,+d'i.�uk ® .`•t?a ,:h"lr .y ,.•>.,.T. .a•irsi^r ..x�S. ;:i aA'+9 "*'ren=h. ` H2-`N. .,. •`.`•k'' r., n: r.Ufa" 4•F•r> ,c�l�xr�. :,,t'£'.c, �•': s, PVC, FRAME UNDER PORCHES � I I I I I I toN I I I I I I I I I I I I REINFORCED PVC, RAILING AT PORCH (AT <1 - - - - - - —T- -LF - - - - - - - - - - Ti - - - - - - - - - - - - - - - - - - - - - - - - - - j-I - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 1 — — LOCATIONS w/o SCREENS), 8 HANDRAIL L - - - - - - - - - -1- - -L - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - -I L - -1 L — J AT STAIRS PER SPEGS i IPE TREADS w/PVG RISERS B STRINGER GAPS ON TREATED WD. FRAMING [4 (D R ,W S VA SCALE: 1/4" = 1'-0" ca z• 'orm" o J 2• p .ti. Li N Q Q {1 STANDING SEAM METAL ROOFING W .J• W Z w a ON UNDERLAYMENT PER 5PE05 a z m ' i � W• v � ui � Q N W• N 2 M U en Ix4 ON Ix8 PVC FASCIA OVER Q ~• U SIDING. PROVIDE APPROPRIATE co N EDGE AT METAL ROOFING ter- i VINYL GLAD WINDOW w/'/4"x4" PVG 12 CASING 4 2 SILL. PROVIDE 4 G26 �10 SHUTTERS PERSPECS �;�.'©JNS C c0 4 ATTI G SUBF '<< �r 12 4 d PVG FLt44 PANEL - - -- -- - - — — — — — — — — - - - - - - - - — — — — - - — - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V-GROOVE PVC. VENTED SOFFITPROJECT NO: 1803 Ix8 PVC FRIEZE BOARD, GUT TO FIT OVER WINDOW CASING DRAWN BY: hn TF G26 TCS _ - . r:. : ::; . <j-:•:`, : ;::> : ` HG326 HG326 HG326 HG326 HG326 L121( HG326 HG326 STAINED RED CEDAR CLAPBOARDS PER SPECS OVER HOUSE WRAP ON PLYWD. SHEATHING. PROVIDE s/4"x4" CORNER BOARDS D E: 2/25/19 N — — — — — — — — — — — — — - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIRST FLOOR _ 1/4" = 11 - 0.. Lf) r"• '1.'s4:+-,� „'..i: {•. .5:., �.� •Y"� ..y,;iy, N h,r'�.1.:•e1f.G�rti•«{r•.,M�,fa'ti,..,.Y•:�V.•t`,;�[•4,�T..t'.•.nrE.�w•h>'.$k A•;::.••:.�+4es1''t..2f.t..'Y;�,,,.��.w• ® +!•['4?•.�.^.`'1.'r.4.�,RhJ.q,.•{,.r•v�h.aHr.r.'C..7".iA�r_�'>,`t'�'�.qJh]�r•r.`,+.,..•�.r't•'w..>.t+.•.Y7J,G•�•.••-.' '+T�.i��..as.•'lr•J4�hx!.'..,l�'•'•:•...wy.y 1..`•t.�qr..•.•,.�,...F3'.+.r-.,'i�.{-•,,'• /:•''i3-•::.}',!V•ty'•?'A.h.•.�•::.+':.th..Vl,�•,,'...:rr{'!V�...�tt,,yL:.'•.._"4.r•,V•nGa.,.nw•,'..a•.x,r.z•eXt1''�¢4,+.�•t.4,:<..:V-L,.�hh•.!�^`.fi'-vrG1T.4.!��i}ian�..t..:..3.:,+?.✓:W•%I•y:'r-`...::. ® �..�..'>l•.tN•.1,i�>v"�.y`N1w"7',.�A..�'.l>4r?._ik•i.'r>+:+!.�irti7.;..>Y....3.�,rrc••:�st k.,•,.•.�..,.�,n..:.V�rr!l,„1t:C...v':...<4:�L.�.:.1:,,.,'�N.«7�•,w•�:,^':'''u,Ysr•;t-!'✓�q-:!'.-.f:ar•f.,t.,y.sd.}s,ly{>i+!;f"k+.'.•.'r.,.�w✓�'.*,,�h.�.4ti'!•,tiYti'''S...y:.r'"c.✓-.s'�ret'rr1_.xys...�....+!`..�'i,•,•>-.�xi•..s./4Y',.'.tY.'..y1..'E,.\rs^.:_y....r•,.:r';•�J4.,wY,4.•.ly►,.1{:�u'✓i'.•+..•.a'''krjw=•h1a'.>.,,s,,•4.•.•,.�.f�%..`.+.�-...�,K.:+•;+..•` 'r1A.'f^:r•.•r,V.„1a.}•�.,,•.•h4.,..•.tY!tr...�.•vFrr+:}';-.?ti'.'e'"v�:'9...>..�•f"-•7..r.•�Lt.1..rakrD,i.'...•r,r7a'm�-.N•i.`.c;:e_?�•7rn't'✓j.'.l�:•S-�...A.'.•rka.rr,wr..�r..'aL4+'...0•t+1t.�. '•w.''�ri.:.4.J..'�t�x..1..„,<1!•.�O,il.w't:r'..•,.tr�r.I,.s}�`;.r.'>.�.1,'.'4�tl.'i r:�.1 S•,'.1rt>,r�.'ti:-.•.•%•r.rw.t'•'.i;!:-•�.aM+,'��•.Y_.J.' b1,.r r•4h•`.•�.•'k.�S:,!•t•.�,,...�•nT.'rw.:.',i.+: .r•.;nr''..1+t,.r^.�,.....,>• �Jd�S••t'.r: :r+`•dt,!r..'v .ry•':..rSn«'r.u.��..'.1�t.a�`!,, ••1,!•,•�^°�, t SHEET TITLE: SMOOTH STUCCO FIN15H ON EXPOSE. 4N4i t ? iz- J dw FOUNDATION WALLS (TYP) I I I I I I I I I I I FOUNDATION BEYOND ter- RESIDENCE F, - -1-1 11 - 1, - - - -F- - _L1 - - - - - - - - - - -i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �, - - - - - - - - - - - - - - - ELEVATIONS L - - - -L- - - I - - - - - - - - - - -L - - - - - - - - - - - - - - - - - I - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i - - - - - - - - - - - - - - - -i SHEET NO: VA T 10 N- - T L (D U A lz 1�t SCALE: 1/4” = 1'-011 ' BID PERMIT SET 41 011 , ZI MASONRY CHIMNEY w/STONE FACING PER l f- 5PE05 AND 211 THK. BLUESTONE TABLE. -r '`•.t C >'"�. . PROVIDE THRU FLASHING, COUNTER r FLASHING 4 STEP FLASHING AS REQ D. 5TAND I NG SEAM METAL ROOFING ON UNDERLAYMENT PER SPECSUJI '- _�,.�r GROSS GABLE DORMER w/CUSTOM —j 10 TRIANGULAR WINDOW. PROVIDE METAL EDGING AT ROOF O LLJ H -r yrr� p 14 i • Ix8 PVC FASCIA w/ALUMINUM LEADERS PER SPECS. PROVIDE VENTED SOFFIT BELOW V j STRUCTURAL COLUMNS, ANCHORED TOP t BOTTOM, CASED w/PVG IH[ MAHOGANY FRONT DOOR 51DELIGHT5 HG326 HG326 HG326 HG326 13283 { ( '" REMOVABLE MAHOGANY FRAME WBRONZE W 50REENING. SEE SPECS $ DETAILS IPE DECKING ON TREATED WD. FRAMING. V PROVIDE IxIO PVC FACING z Eli :.:4:' � O �. H - - - - - - - - - - - -FIRST FLOOR -- - - - - - - - - - - - - REINFORCED PVC RAILING AT PORCH (AT i LOCATIONS w/o SCREENS), HANDRAIL AT 5TAIR5 PER SPECS N SNOWING EXTERIbR hREPLAGE-- )K—SHOWING SOR5EN PANEL I IPE TREADS w/PVG RISERS $ STRINGER VERTICALHORIZONTAL VINYL LATTICE IN I I I I I I I I I I I I I I GAPS ON TREATED WD. FRAMING PVC, FRAME UNDER PORCHES I- - - - - - - - - - -I- - — — — — — — — — — — I- - -L- - - -1 - - 1- - - - - - - - - - - - - - - - J- - J- - - - - - - - - - - - - -I- - - - - - - - -� 0 H . SOUP" ok SCALE: 1/4" = 1'-0" z- /� N Co Q• M r t UJJ• c~izOx Q z ua = W• U W us •_. f, �f, Q h O 4 Ix4 ON Ix8 PVC FASCIA OVER SIDING. PROVIDE LU• N U APPROPRIATE EDGE AT METAL ROOFING F-• M Q N N- 12STANDING SEAM METAL ROOFING ON 10 UNDERLAYMENT PER 5PE05 G 6 VINYL GLAD WINDOW wA/4"x411 PVC CASING s 211 SILL. PROVIDE SHUTTERS PER SPECS 12 e- ?•1 �. _ V-GROOVE PVC VENTED SOFFIT PROJECT NO: ' 1803 Ix8 PVC FRIEZE BOARD, OUT TO FIT OVER WINDOW CASING DRAWN BY: G28 G28 TIF = J- - - TCS HG326 G28 )HG326 (HG326 HG326 P1328 HG326 HG326 5TAINED RED CEDAR CLAPBOARDS PER SPECS OVER HOUSE WRAP ON 5/g" PLYWD. 5HEATHIN6. PROVIDE 5/411x4" CORNER BOARDS SATE: 2/25/19 FIRST FLOOR 1/4" = 1 - off — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - -- -- - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — SHEET TITLE: '_r:a ":• !r•. > >:t•:i'. ^,:?:i•i:• .K..f.t;,,, ..'Nra•.y ,4 } P y?..�' • �9.rdr:^'`}i*.ry1,'�_„rtit::y�..d:....i.fii.ti,�.LL;:.ya'Lrti,,;.rJ'ia;\r;C•.Jt'•aw•'y>4:4...Z.�...tt:E.th,+t.v,Jcr.i,N.^':+:(.vC•�r.'t.,y'a'f.klo•'j-S.5..'y'x•r.,►ti,.t 4.;..i'•r4T•nrf.:<s<'r 4-'_.?.a,1,\;i,`;Mnr�.,s....r•i5(}.�!�,�n•''a>.i+t,t.«Y.•W,{�.r,itx-.:`cS)lat•�r:...r::,t'?,•.•ti�Ivw,,.»•3,r.rI,•,St,��ve.��;.�•7,.u,>,,:,.t,,�,s,.Mn•w'hsar'.i�...;.'ayS,+�i...)vti:. ® 's:-:`.;<�adh�^v:r�,ti.%e.�:;.n tiN,l:r..r?{;.4+.yin••.}ri.,�.�.iC,-'a%..;,"f,J,n,,5:�.:,?..#.,.»t:r,^R..Ri;?,�,.:�.r•.;.�t•'.t a3t.±...:y_a}.tr?{.•�;?i.Fr.l^.L4a„a�V.1,,...::.ay..h.C:-}�s:'.a.a.`^r'rir•.\�ra`.'�.,�iK.,:•.a.>.?wr.:-,ia•sf.,.fy.t•"t'+",;k^.,.r!,:•,ia^;�('.r�l+;>'�r+��;ai,.j+,•?r'•...ak�vr-:..^�C...ca~•.:',Y.,••va,�ht.••,'��..�:;�cir.•",D.,'.r.�r..:;y•.r1.*;t;♦•r^,.”,h``.a�>4'!g-,.+"i'i / / \ \ '+�•�•..:^•.x:�•'5'. ,.,'.'iyA.,.!a.;.x;•'`•Y', ! 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