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HomeMy WebLinkAbout44397-Z S%aFFOL,A,coGyy Town of Southold 8/27/2020 P.O.Box 1179 CM 53095 Main Rd Qy�O� dap Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41384 Date: 8/27/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1720 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-4-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/23/2019 pursuant to which Building Permit No. 44397 dated 11/12/2019 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: single-family dwelling with unfinished basement, covered front porch, rear deck, second floor balcony, outdoor shower stall and attached garage as applied for. The certificate is issued to Gallucci,William&Gina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0062 7/14/2020 ELECTRICAL CERTIFICATE NO. 44397 6/16/2020 PLUMBERS CERTIFICATION DATED 7/30/2020 Aj P 'nts Eas lumbing&Aleating Aut oriz d ignature 1 TOWN OF SOUTHOLD � BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o . ,¢ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44397 Date: 11/12/2019 Permission is hereby granted to: Gallucci, William & Gina 2050 North Country Rd Wading River, NY 11792 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1720 Bay Shore Rd, Greenport SCTM # 473889 Sec/Block/Lot# 53.-4-30 Pursuant to application dated 10/23/2019 and approved by the Building Inspector. To expire on 5/13/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,106.40 CO -NEW DWELLING $50.00 Total: $2,156.40 Buil in pector Corm No_ 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3_ Approval of electrical installation from Board of Fire Underwriters_ 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead_ 5_ Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property Lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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$15.00 C� Date. 16 / New Construction: Old or Pre-existing Building: (check one) Location of Property: -� 6A <�;k0cf- (--e-en r`- House No. Street f`Iamlet Owner or Owners of Property: �� 1(/14d� VAI ✓C C i Suffolk County Tax Map No 1000, Section Block Lot Subdivision �f Filed Map. Lot: Permit No. / Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval:/ Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) r I, W144tAM OPtt.-UCCA residing at 2 0-4etSTlNI\ C-r" Moe—Ts"0 (Print property owner's name) (Mailing Address) N`I� II`7G$r do hereby authorize SNS "C (Agent) to apply on my behalf to the Southold Building Department. 10 ZS) er's Signature) (Date) WlLC.IAM C-Nldcucc l (Print Owner's Name) ®� ®f S Town Hall Annex ® Telephone(631)765-1802 54375 Main Road ib Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� sean.devlin('D-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To William Gallucci Address: 1720 Bay Shore Rd City,Greenport St: Ny zip: 11944 Budding Permit#: 44397 Section- Block. Lot WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical Services License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 14 Bath Exhaust Fan 5 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 17 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt 4 Recessed Fixtures 57 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan - Combo Smoke/CO 3 Transformer UC Lights/Pucks 11 Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 54 4'LED 2 Exit Fixtures Pump 3 Other Equipment: W/D, DW, Fridge-2, Micro Notes: House w/ Garage Inspector Signature: Date: June 16, 2020 S Devlin-Cert Electrical Compliance Form.xls v4f 5101, Town UM Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , Southold,IFFY 11971-0959 DE(gi9 D BUILDING DEPAR'IRVtENT - AUG 1 0_ 2020 TOWN OF SOLTMOLD iR ,Pftt-qO DEPT. CERTIFICATION Date: 3 O Z 0 Building Permit No. Owner, C:1 ? S CcQ II (Please print) Plumber: �l 1 l�YY1 zQ "q�+ (Please print) I certify that the solder used in the water supply system contairis-less than 2/10 of 1% lead. (Plumbers Signature) Swom.to before,me this c a _ t day of_Ll&l& 20x20 Notary Public, r%lG��� County SUSAN A.RIZZO Notary Public,State of New York No.01 R16i a3459 Qualified in Suffolk County Commission Expires March 17,20W u � q Vml oy��iF SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 INSPECTION [Illeen, NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ J--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION II '[ ] PRE C/O REMARKS: III f � a -fawA�om A✓L ovv/ S"y I V� ri v%-- 4*yne,,/ 1i4 1 DATE 1 0 1� INSPECTOR /W 19k) 4- �qo)oor1f SOUT�olo # # TOWN OF SOUTHOLD BUILDING DEPT. °y�nuMv,N�' 765-1802 3" INSPECTION [ ] FOUNDATION 1 ST [- ] ROUGH PLBG. [ ] OUNDATION 2ND _ �- .'[• ] -INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE,& CHIMNEY [ ] FIRE SAFETY°INSPECTION r [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] "FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: NeeA- C.2ol DATE S D INSPECTOR �r �aOF SOUIyO/_ -- - - h� # # TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 INSPEC � ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND , [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: W-V+zo, p DATE ' INSPECTOR *OE SOUIyo A # # TOWN OF SOUTHOLD BUILDING DEPT. "rouxn ' 765-1802 INSPECTJON [ ] FOUNDATION 1ST [ i� UGH PLBG. ] FOUNDATION 2ND [VI INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ "]-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ftl wkioo� 1� �� 44A.Z (XiI DATE INSPECTOR SOUIyO� Ll 1 391 7 S e, CT/` * # TOWN OF SOUTHOLDBUILDING DEPT. . cou765-1802 INSPECTI.ON [ ' ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND -[ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]--FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) ELECTRICAL (FINAL) I ttto 0 [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 9�fly n TV DATE INSPECTOR MIA fjf soGjyO� * TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [- ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL-AV�> [ ] FIREPLACE & CHIMNEY [ "]--FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION c [ ] PRE C/O REMARKS: d v 61 cis- _ q-�, ci tgWl_D _ AnV 0-b DATE (G J� �O _ INSPECTOR mg lw Home Energy Rating Certificate Property HERS Bayshore Rd Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Development Rating Date: 05/11/20 Rating Number: MC466 1720 Bay Shore Rd Registry ID: 575915117 Greenport, NY 11944 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Use MMBtu Heating 55.7 $1235Cost Cost Percent General Information Cooling 2.6 $167 6% Conditioned Area 2572 sq. ft. House Type Single-family detached Hot Water 11.4 $214 8% Conditioned Volume 24416 cubic ft. Foundation Unconditioned basement Lights/Appliances 20.4 $1156 41% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% IMechanical Systems Features Total 90.1 $2789 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. —I Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 77.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 131 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features -- a Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 DVR Di Vaulted Ceiling R-29.0 Window Type U-Value: 0.320, SHGC:,0.280 Above Grade Walls R-27.0QAC Rate Htg: 1179 Clg: 1179 CFM50 Q� i� — 6 2020 Foundation Walls R-0.0ethod Blower d --- — ---- -- 1179 CFM x 60 Min/Hr/ 24416 Ft^ Pa Energy Testing Services, LLC. �g7y�,Py�jG DE +, Lights and Appliance Features 1648 Locust Ave Unit A TC" `- ; ,.�T ®�,D Interior Fluor Lighting (%) 0.0n Fuel Nat gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 585 Clothes Dryer CEF 3.48 631-252-1063 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater:WchutebCGUwO REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Home Energy Rating Certificate Property HERS Bayshore Rd Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Development Rating Date: 05/11/20 Rating Number: MC466 1720 Bay Shore Rd Registry ID: 575915117 Greenport, NY 11944 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 55.7 $1235 44% Generallnformation Cooling 2.6 $167 6% Conditioned Area 2572 sq. ft. House Type Single-family detached Hot Water 11.4 $214 8% Conditioned Volume 24416 cubic ft. Foundation Unconditioned basement Lights/Appliances 20.4 $1156 41% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 90.1 $2789 looi Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 77.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 131 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 g� Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 co G7 Vaulted Ceiling R-29.0 Window Type U-Value: 0.320, SHGC: 0.280 o N Above Grade Walls R-27.0 Infiltration Ra Htg: Clg: 1 79 CFM50 Foundation Walls R-0.0 Met od Blower doo Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 585 Clothes Dryer CEF 3.48 631-252-1063 / Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 1720 Bayshore Road City: Greenport Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-05-11 Outdoors Temp During Test: 75 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eafing.'System Primary: Yes ✓❑No❑ Tie: Furnace ✓❑Boiler❑Heat Pump Q Other❑ E cien r Fuel Tvne"Z. "`' Venting Type's -bra Sin Ilalze Sip llaQe CO CO Circle T s ascal orst Case atural (Wo Case) atural" Rating:9 5.0 NZ PD ODE0 N=M❑SE N/A Pa. Pass 0 Fail❑ PasSOFai10 N/APPM N/A PPM Yes ❑✓ Tie: Standard Tank 01ndirectTan less ❑✓ Size: 0.0 Style Common Vent Water.Heater Primary: No Instantaneous QCommercial (See Note 5 below) (Gallons) ' Stand Alone ❑ s 2 Venting Tvpe 3 Dra S in llage Snilla�e(Natural) CD CO E den Fuel-Type (circle T e ( yp); (Pascal) (Worse Case) (Worse Case) (Natural). EF:0.95 NZ PD O LIE_E]I N❑M❑S Q✓ /A Pa. Pass QFail❑ PasspFailE] N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No❑ Oven CO 5 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: �� Date: 2020-05-11 Home Energy Property HERS Bayshore Rd Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Development Rating Date: 05/11/20 Rating Number: MC466 1720 Bay Shore Rd Registry ID: 575915117 Greenport, NY 11944 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 55.7 $1235 44% Generallnformati®n Cooling 2.6 $167 6% Conditioned Area 2572 sq. ft. House Type Single-family detached Hot Water 11.4 $214 8% Conditioned Volume 24416 cubic ft. Foundation Unconditioned basement Lights/Appliances 20.4 $1156 41% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 90.1 $2789 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 77.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 131 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-29.0 Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-27.0 Infiltration Rate Htg: 1179 Clg: 1179 CFM50 Foundation Walls R-0.0 Method Blower door Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 585 Clothes Dryer CEF 3.48 631-252-1063 0:005 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 1720 Bayshore Road City: Greenport Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-05-11 Outdoors Temp During Test: 75 of CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. if Yes,Total CFM Simulated (explain in notes) NOTES: eah'rzg System Primary: Yes ✓❑No❑ Type: Furnace Q Boiler❑Heat Pumper Other❑ Ventirte Tyye-3 Drat Sin 1laQe` S ills `e ; _ - CO E tcien 1' "= Fuel Type Gtrcle T' "e ksckl o'rst Case a atural • orst Case . atural" Rating:95.0 N❑✓ P❑O❑E❑ NQNOMO SE✓ NSA Pa. Pass❑� Fail❑ PassEFail❑ N/APPM N/A PPM TYes ❑✓ Type: Standard Tank aIndirect Tankless ❑� Size: 0.0 Style Common Vent ElWater.iSeat& -' Primary: 4 El ❑ Instantaneous❑Commercial (See Note 5 below) (Gallons) Stand Alone '' j Fuel Type VentineTpe Drat S illa e'(Naurdl); PlP ) ) (ly (CtrCleTYe); ascal,° ff orse,Cdse orseCase) atural__„ EF:0,95 N❑✓ P❑OGEE] N❑M❑S❑✓ /A Pa. Pass❑✓ Fail❑ "Pass0Fai1❑ N/APPM N/A PPM Oven- -- - Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No HPPM1 Oven CO 5 PPM Ambient CO(During Oven CO Testing) -'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2020-05-11 FIELD INSPECTION REPORT .11ATE COMMENTS FOUNDATION (IST) 0 41�' V tJ N FOUNDATION (2ND) z ROUGH FRAMING& H PLUMBING a ® r INSULATION PER N.Y. 'S H STATE ENERGY CODE 4 (mmtt gat INA 6 if t woo FINAL ADDITIONAL COMMENTS d k e # aI56L o � ®iS u o :� T/ z \_ ro H ' z D H x d l 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 Southoldtownny.gov PERMIT NO. 317 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form IContact: Approved l 129_ Mail to: Disapproved a/c Phone: Expiration ,20 jort"A �G 3�,`�e - � Buil i spector a1� ' APPLICATION FOR BUILDING.PERMIT s OCT 23 2 a _n Date 720 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 regulatiof s;and to admit authorized'inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 254, 9--125A. wxt,06- 2ivEe. Nq iri°r2 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Wig-i AM (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. -.45 361 Plumbers License No. 5x223 Electricians License No. 5o692- ME- Other EOther Trade's License No. 1. Location of land on which proposed work will be done: 1-720 !LAA 5110M 2041> �beT House Number Street Hamlet County Tax Map No. 1000 Section 53 Block 04 Lot 030 Subdivision Filed Map No. Lot {- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VptcA .sr LaN'T�. b. Intended use and occupancy ►Jew .ism ao-n&p _ kLrKE 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost G 14,000 Fee I (To be paid on filing this application) 5. If dwelling, number of dwelling units `1 Number of dwelling units on each floor O o►4 --r4 If garage, number of cars 2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear — Depth Height — Number of Stories — Dimensions of same structure with alterations or additions: Front Rear Depth — Height Number of Stories 8. Dimensions of entire new construction: Front -72' 11 A Rear 72' 1172 Depth 33' 17, Height 2'x-'9" Number of Stories Z 9. Size of lot: Front 160' Rear 15o ' Depth 125 10. Date of Purchase AuC-ofT" ZoIg Name of Former Owner I oANNiS 7_ rvMA s 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises?YES 'NO ✓ 14. Names of Owner of premises WiL.,1_1AM OALLuc[.(AddresS �Jafl one No. Name of Architect�e�vs4( -4-ARM Address w� Ian u 'd c-Phone-No 631-74-7- Go-1 I Name of Contractor Sus �N c--rr rSG Address 1%6FS. eR_ Phone No. &31-829-5 60 0 15 a. Is this property within 100 feet of a tidal-wetland ora freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BEREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOy" * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) C®NNID. being duly sworn, depots rc%,9P%l plicant (Name of individual,signing contract) above named, No.01BU6165050 Qualifrad in Expires (S)He is the Cottnt�r Commission April C�r,ST2A•CTb(Z (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 t before me this A. day of 20�"I Notary Public Signature of Applicant ul:r Scott; A. Russell ,�0°S STO�JE�.IMIWATIEIR� SUPERVISOR 9 ( �T I��][A\�A\G�]E1��lUE1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 �" Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 T� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WO K SHEE'P- ( TO BE COMPLETED BY THE APPLICANT ) OCT 252019 DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING, Yes No (CHECK ALL THAT APPLY)1A "Y 1 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D- Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. �JR F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date /��I, District y NAME. zacf, ` r — 30 Section Block Lot v "'g," **** FOR BUILDING DEPARTMENT USE ONLY /y; **** Contact Information G? 1 / ����� Reviewed By: — — — — — — — — — — — — — — — — ii Date` I —a3J� Property Address / Location of Construction Work: — — — — — — — — — — — — — p Approved for processing Building Permit. Pd S hurt' a Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.#: 1000sum CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) --r.—MRd0 4' V5 V °30 Stormwater Management Control Plan CHECK LIST NAME SkLgSection Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pl_Pnnt Date: * The applicant must provide a Complete Explanation and/or Reason for not providing C11W rld q S 516 1C3—/ �l> all Information that has been Required by the following Checklistl slgnatai a Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES NA If you need additional room for explanations,Please Provide additional Paper. a. Location &Description of Property Boundaries 0 b. Total Site Acreage. 0� c. Existing-Natural & Man Made Features-within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing& Area of Proposed Land Disturbance. 00 f. Existing& Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing &proposed structures, roads, driveways,sidewalks, drainage improvements & utilities. h. Spot�Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. O0® IVv Sv,,.'rmm in CSU j. Location of proposed Soil Stockpile Area(s). 000 k. Location of proposed Construction Entrance/Staging Area(s). ®== 1. Location of proposed concrete washout area(s). �0 Rl. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. ' ©00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) FKI d. Leaching Structures (e.g.infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed& El Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — - - — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 �QSOFFO(,4-CO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o JAN - 9 2020 - Southold, New York 11971-0959 4,- pr Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@' southoldtownny.gov seand(c southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: j K 2-o Company Name: A 'A V,6 ' f/e S 8r Name: + License, No.: email: -,ne ._e o v� Address: , � o � S I��l.k.., ( �jg� Phone No.: 6 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: ¢, L,) v� Phone No.: Bldg.Permit#: GI y 3 1-1 email: Tax Map District: 1000 Section: 152) Block: Lot: 34) BRIEF DESCRIPTION OF WORK (Please Print Clearly) y 40 Circle All That Apply: Is job ready for inspection?: YES t ( > Rough In Final Do you need a Temp Certificate?: n) / NO Issued On Temp Information: (All information required) Service Si 1 Ph 3 Ph Size: a o A # Meters _ Old Meter# ( N�ewSrvic - Fire Reconnect - Flood Reconnect- Service,Reconnected - Underground Overhead # Underground Laterals "1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION a � Request for Inspection Form As �os�fFOZA-co BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex , 54375.Main 'Road ' PO Box 1179- Southold, 179Southold, New York 11971-0959 Telephone (631) 765-1802,- FAX(631) 765.-9502 rogerr(�'south'oldtowriny.gov seand a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date- j (,b-o Company Name: Name: License No.: 5-06-00 WT email: Address PCD o S Phone No.: 6- /- 3 a JOB SITE INFORMATION (All information Required) Name: Address: Cross Street: ¢r-t_i.L k-\ Phone No.: Bldg.Permit#: GJ V-311 email: p-F� c��5►�� �r�d��Qm�.� �d Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) i�'cJ <S es- y iCa_ w�0u� Circle All That Apply: t Is job ready for inspection?: YES � Rough- In Final Do you need a Temp Certificate?: / NO Issued On Temp Information: (All information required) Service Si 1 Ph 3 Ph Size: o o A # Meters Old Meter# New Servic - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground Overhead # Underground Laterals "1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION CP Request for Inspection Form As S � ` PERMIT# Address: Switches R�VXA[�`l of I` 11 S-9 Outlets 'GPI's � S Surface SconcesRM HH's` D . 1 C-ks UC Lts VadA V114 Fans Fridge HW Exhaust s Oven Dryer I Smokes 1 DW $ L' Service I Carbon Micro I Generator Combo 2 Cooktop Transfer AC 2 AH Mini 1 Special: �t� L,�"'1h 1 I Comments P) .} pp�S�Fftk�O BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD oy • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # :7 /7 Date-LI-an. q+h 2020 Customer Name G CG Electrician Name UCG _ ir. - Address hone e-mail e-mail Vi 6N 1, rArV-iG Phone �O 3 q C a — O License# y — E ' SizeOp A Phase 1 Overhead Underground ?C #of Meters Remarks r #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service. Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southald.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification' alid f 0 from the a above. Authorized by max. I�. 4: Town Hall Annex 54375 MaiR bre" ?g''r '= ';, Telephone(631)765-1802 ' h'.,> �t:- Fax(631)765-9502 P. O. Box 1179 CO. ;'K' -' w . :�r = = Southold, NY 11971-0959 {� .' "tit x:- i .. ., ♦ ..r re #' BUILDINGDEPAR7IVI"E'NT ; �eiS a+ - el"`•�,` 'q ti;! J4 -'r'" '=� NOTICE OF UTILIZATION OF TRU:S.S'':{SYP:E :CO'NSTRUCTION PRE-ENGINEERED . WOOD CONSTRUCTIONANDIO CAT'IMBER CONSTRUCTION-"i' �-"-',# 5 ;}ri "A U3•+t'r• 1ti}i�'j�w',T.: '1 ��<..ii c,ik r P o '.. "L/,Ct�pii,:',y:p-.Jy, !"' •„� \t{ TI. ...�i °r i, i „'.RP:''• ,,:.<. rS tea. �`- /•.5•S'A's r-�' ra:Ii' 'Sf.S=f :..Y 'J,* Ti'p R Pt 7 t�, - £,, x�'�t;-•5`it`.,r, 'v:,, t,.�,?�It.,.a'.,.,>r a:.r i `• Lty,`�:5„A::��?=7ti Y£�p vsy'"P-s� t��,,"£;�+,ts" v 'Property: tkI �•`� ��'"''e"z).,G,'.-`.4,�-a'i.P '.;• J�, ., �.a.,<rr.+; .A4�: ]t'. t•'<d°'• ;, ��5; `',' .�, ,�,,•' .},;�t•-'a'T,t 4.F is`.`T•J's? .:;.y=:r `> .r"f x� ..• #.4„•:i.Yi; Loc6tion':of Pro ert �_ „ .: P Y= .�sA+'t: :art.' .t �et�;L r....t °,�,�.x.o�l�'.♦ `... a�..r+r .. +�`^.M1 'u.. Pleais `•ta `e notice that• ar.s.. tt e.,(cf eck,ap 1•r'cable line)• f- �-,�,. k .�r"�x of •�`�,�.a-'�,`.��::�;i.•R�", • is :�., 'S ' r+.: �0',�` a; �.t'.-'. r�� `-PP2':�:i ���`•rt.^'i,'''�A� .ri�✓z�`•>...i^.�f'`v,'-•k.Fx";:L t'• ;b. '+� ;Y >•:� New commerct.�il'or� � �>,�•,�:�h�-,��..,4w. ,_: a,_ w;,.,., i'� ,� s=f' '.`};:`i,.a.. 7,�:.}k�{: a's� b.;eLt.4�J,a,-•.�v a: :�� - ._.. xistfi"com m" -�u U` `x L .Addition to:e merclahor residential structuter ,� •`a' "r. :.�'°:..,•_ .; ell RehaIli .`._ �ri;3,¢.; b' tation a=:an existin cathmercial or residentialhstructure:'_°`, µ to'be constructed or performed at the subject`property reference above wfll•Utilrze (cheek-a506661e1in`e): a Trass,,type`co,nstructior,(TT) `•-`1, r.,1.3�'.,t'.;,.•~.'.��^r`;'�"r� ` Pre-engineetedwoodconstruction • v r .' � ,+t'.°.,.4 4'i'S':. '� 3;,�. ',t �•"r'„ yf..°i;-: 4 Y Timber cons r Re tt � .r 4" 1z'sa1C s,,. "•�}�f,y4%x:,s�' �„S'S �,:`,}:�.: in the following location(s) (check applicable` le):• 'N x•,.p r r Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing J , Signature' : ` - ,, • _ a; l •�_{ • ' F��, _ � . - , _ ;�- . , >< — - .fit J , ✓r�C7� 4 Name (person submitting this form): (-�(1`Q `7� f►n� ' ` ” ` :" Capacity(check applicable Ifne): Owner ; ♦ Owner representative TrussReg15.do6z' Effective'1/1/2015: r �n Huff i OH DH DR = - EXISTING G r I.Y COUNfrl DEPARTNENT OF ►L' SERVICES i 6.20' PROPOSED O.H. -6.5- MIXED LOAM MR-P FOR r ELECTRIC SERVICE _ ( 5.20' �}} 4Js. lWlMXJ+ POR A, EDGE OF PAVEMENT t EX.. 8" SCVJA MpZ, � I \ _ BROWN FINE TO COARSE btu .��®, 8� m(s(/ PROPOSED qSAND W/ 10% GRAVEL BAY SHORE RD. 1• rAP \3 (SW) A�3ID ' � R 10.0' �^ R10.0' EDGE NF PAVEMENT o 65/ 0.00' FOR ) (yF [3D.f�f�"i`!�� F� 4+1 L3tlr d3'i.GJ THREE d'lJ H'EilJ2V!DATE I.VF APPROVAL V PAS. 500' TO \ � PROPO\ EDS\ STL NE WALL WELLS WEIR \ �-- WATER IN BROWN FINE - -- LANE `- YYY U� AUGUST ROAD TO COARSE SAND W/ L= _;�� / .�Y� - fl 1OR GRAVEL (SW) S 15653'38" E 150.00' --7.0 / „ I 69/SN. .I0 o I rki M N. _' Q1 NJ# -6.80' tA TING ODED w • -TO _ /-7- FE 10. 11N.� o REMAIN 15.0'- �I- /yT J �_, TEST HOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES T5� J LG3 -� 4a.4 /_ /3 o N.T.S. SCDHS REF N0. R10-15-0062 V 6.5-- -Z i 2 0 =7 L LG 1 c�`�/ SUFFOLK COUNTY TAX MAP J: LEGEND: Dlsrwcr: lona y S J LG6 1 3 \ SECTION: 053.00 _ PROPOSED BUILDING 3 I L J LG4��' � �'�� 0 10.0' � I � BLOCK: 04.00 v 52.4' _ J L LG2 s MIN. I � LOT: 030.000 oI s m+P� PROPOSED ASPHALT DRIVEWAY o / 10.0' / I BUILDINGS: OL p / �6a 10 10 .0 MIN. o M0, .0 MIN. PROPOSED CLEANOUT TO - PROPERTY UNE O ( I S ASPROPOSED CONTOUR PROPOSED/cn e,.ug_Q r.s DETAILED2 STORY 0. w N R5.0' p a, VACANT 4 BEDROOMIOENCE -EXISTING CONTOUR_ � U1e1.G rkGRADE -� - PROPOSED CHAIN LINK FENCE (L rc o ELINOR G./JAGEL AND t PROPOSED TREE UNE 9 N 0• ___ __ ___ .___ - _ =---'-"" -` o CHRISTOPHER J. R-40 (RESIDENTIAL-NON CONFORMING) r T� PROPOSED SEPTIC TANK GENERAL NOTES: om M / < LLG j PROPOSED SANITARY LEACHING GALLEY 1. AREA OF LOT-18.750 SO. Fr. (o-43 ACRES) of PROPOSED 2 STORY 33. I 'FE-' PROPOSED FUTURE EXPANSION 2 THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW) WITHIN 150' OF PROPOSED L_J CESSPOOLS THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF PROPOSED CESSPOOLS, C) Z '' RESIDENCE ISTING PROPOSED SANITARY PIPE 3. THERE IS A 8" PUBLIC SCWA WATER MAIN AVAILABLE ON BAY SHORE ROAD. G' - (F.F.E. = 9.0' WOODED W 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. ARLA TO W 5. TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 10-22-2015. 0 T. GARAGE F.F.E.=7.5) REMfIN p �- PROPOSED DRAINAGE PIPE 6. PARCEL UES"IN FLOOD ZONE"X" (AN AREA DETERMINED TO BE OUTSIDE THE SOD YEAR N /6' 0' - PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) FLOOD PLAIN 7 NEIGHBORING). DWELLINGS ARE CONNECTED TO PUBLIC WATER !i b -� PROPOSED 1'WATER SERVICE o l< SURVEY NOTES: p / I 0 TEST HOLE LOCATION b / 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS oI / O / � EX UTILITY POLE 2 ZONE. S SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM, LONG ISLAND I/ �• '� x -0- EX. TRAFFIC SIGN 3 HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)THROUGH USE OF RTK GPS C / OBSERVATIONS VERTICAL DATUM IS REFERENCED TO NAVDB8 (GEOIDI2A) EX. FIRE HYDRANT 4. PROPERTY IS SUBJECT TO RESTRICTIONS AS DESCRIBED IN LIBER 12021 OF DEEDS AT b ¢•< PAGE 337 SO I ` / \ -W- EX. UNDERGROUND WATER 5. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND [i v x SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK EX. OVERHEAD WIRES STATE EDUCATION LAW. W 6 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE tT WW _y UE COPIES, �3 p�qf LAND SURVEYOR'S "EMBOSSED"OR INKED"SEAL SHALL BE CONSIDERED TO BE VALID lRevised Pl�Apprav q �� lo 17 7 TCERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN / p / I I ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY Ul a 49.5 J p5 X THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED W B,xpires ?j2/ � AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING "ted' INSRTUNON USTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, C, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT a07 9� < � 8 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. q 9 THE SURVEY CLOSES MATHEMATICALLY. CL RIM ELEV. / EXISTING WOOD® _'/ Y ` ., _ T C'; 08-09-19 MF AS PER COMMENTS FROM SCDHS DATED 6-9-19 CFD 5.20 AREA TO REMAIN 0 MI l 55 G. %/J 07-19-19 N B UPDATED BUILDING LAYOUT CFD / �' �,. 12-3-15 MF AS PER COMMENTS FROM SCDHS GATED 11-27-15 CFD .. -X-_ ,. K ^ ,. -�X 7 V « ,:6;�'I•„�r ,. I / nV' DATE BY DESCRIPTION APPROV. BY PaSTBWIR£DEER FENCE 1"5 53'38" W 150.00 :, e-`-y'� ,% REVISIONS ayi N/F THOMAS J.F BYRNESPROJECT do MAIZ7ANN BYRNEs -� LOCATION TOWN OF SOUTHOLD w Iy F-- DOMCAROENICK DeNICOLA AND yOR * ,y� ,� _�- SUFFOLK COUNTY NY d CAROL DeNICOLA W 0 o SITE PLAN �� o�0�p,5E ��y `a u�� 4 PECONIC BAY ESTATES 03 AUb I SCALE: 1-_20 0,0 0 4 ,`.�-- ' �`� - PROPOSED SITE PLAN a SUFF.CO.HEALTHSERVIC0S r y off, c� - s�� .�w ;'' L. K. MCLEAN ASSOCIATES, P.C. 6 Y �� ` j,3.•�� ��' CONSULiINO O/pNEERS an Smml ceumn Im.eaooauYCN,Nn YOIac 11719 ® ���®�� ����A1��� ����• Designee By MF�CFD scale: AS NOTED Sheet No. LOCATION MAP L �x N.T.S. -m; - Oro"BY: MF Dat. OCTOBER 2015 a� LIC .`o Appmod W RGD Fl.No 15115.000 1 r I 1 F.F. ELEV,=9 0' LOCKING CASTING I LG1 ELEV.6.73, ? TO GRADE TOP OF RIM LC2 ELEV-680' ELEV.=6 55' LG3 ELEV.6.8fi' LG4 ELEV,=6 93' 1, Y GRADE ELEV=6 75' PROPOSED CLEANOUT I LG5 ELEV 6 97LGIS Fl , ':-- I / I i 1' MIN. 1.0'-MIN CRAWL -•t 2' MAX. 4' MAX. MIN. 4" DIA. SDR 35 I 4' MAX PVC PIP MIN. 4" E PITCHED SPACE ';' DIA. / I-20" MIN�{ . MIN. 1/4" PER V ", �•r r- SDR 35 PVC PIPE PITCHED 6" '�.s�• 20" MIN 4.$'.r:a;�...,::..p TOP OF RING MIN. 1 4" PER 1' TOP OF GALLEY ELEV.=5 5' / I ELEV.5.39' 6 5" roff .;• ;i; _ 10' INVERT (OUT) INVERT (IN) T 18" INVERT (OUT) 2 0, ® 8 ELF/. 4 59' ELEV 4.39' 6" 4 1 ELEV. 3 89' INVERT .71' TO LEACHING 1 0 = 18° ELEV. 3.71' 4"I ® ® GALLEY'S 10 0' MIN. SEPERATIO o^ b w 8,0' MIN. 3" FLOW '°Of 6" SDR 35 , SEPERATION BOTTOM OF GALLEY ELEV.=2.96' BAFFLE c o PVC DROP TEE 3 0' MIN 8 5 v (ONE PER EYP.) 20' MIN. ABOVE 4" v DISTRIBUTION —— HIGHEST GRO N RECORDED GROUND WATER ELEV=0 0' BOTTOM OF TANK BACKFILL MATERIAL 2'-0" HIGH LEACHING GALLETY_ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEV.-O 44' CLEAN SAND AND - 8.5GRAVEL 1.000 GALLON RECTANGULAR SEPTIC TANK -000 NOTES SANITARY PROFILE NOTE: COVER SHALL WATERTIGHT, BOLTED LIDS WITH o N.TS. GASKETS, MODEL R-1916-C7 BY NEENAH NI 1 CONCRETE MINIMUM STRENGTH. 4,000 P.S I. ® 28 DAYS. FOUNDRY COMPANY OR APPROVED EQUAL ° 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND STOPPER OR END PLUG 0LOCKABLE FINISHED 10" x 15"QUAZTTE I I^24" GRADE ENCLOSURE WITH COVER 3 CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT BUOYANCY CALCULATIONS 6" EXCEED TWO FEET IN HEIGHT. (TYP) E MAX. GROUNDWATER ELEVATION = 000' 1 1/ " 5/8� 0 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON 20 NI EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY IT IS THE FORCES UPWARD 31" L� CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL VOLUME OF WATER DISPLACED x DENSITY OF WATER v AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS VOLUME OF WATER = 56.75 SF x 0 19 FT = 10.78 CF 10.78 CF x 62 4 PCF = 672.83 LBS SECTION � 6.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL in COMPACTOR AT 6" LIFTS FORCES DOWNWARD SEE PLAN 0 o (WEIGHT OF SEPTIC TANK + WEIGHT OF SOIL ABOVE TANK) PRO LESL41"DikPIPE 0 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY VOLUME OF SOIL - 56.75 SF• 1.58' = 89.67 CFo DISTURBED AREAS. 12,189 LBS + (89.67 CF « 100 PCF) - 21.156 LBSw TYPICAL SANITARY COVER 7.ALL LEACHING GALLEY'S TO BE INSTALLED AT THE SAME ELEVATION FACTOR OF SAFETY (N.T.SL 8. SEPTIC TANK TO BE MONOLITHICALLY CONSTRUCTED FROM THE 21,156 LBS / 572.83 LBS = 31.44 > 1 5 (OK) " 60' WYE BRAN( BOTTOM OF THE TANK TO 18" MIN ABOVE THE GROUND WATER ELEVATION OF 0 00'. FLOW • FLOWw5 a TYPICAL CLEANOUT DETAIL z 0 N T.S. 3 m DRAINAGE NOTES 1 STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 LZ FOR LEACHING MANHOLE 10'—O" 10'—O" DRAINAGE FRAME HEAVY DUTY MANHOLE ANDOVER STRAIGHT GRADE— —GRADE 6" CONCRETE SLAB 2. ALL CONCRETE TO BE 4000PS1 ® 28 DAYS y-� pSE A_ MIN. MIN. STRUCTURE TYPE FRAME-ROUND FLANGE 3 UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE aV1i CAMPBELL FOUNDRY CO. BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE PATTERN #1009 OR EQUIVALENT 2 MIN. ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY rn COV RAGE THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT m FOR LEACHING DRAIN INLET 24^ .- BE SHOWN ON THE PLANS. Y h 17 HEAVY DULY FRAME AND FIAT x •"^x�x�`"`'��— yJ1 PLAN VIEW pq GRATE, CAMPBELL FOUNDRY CO. 8° HDPE DRAINAGE PIPE 4 ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN r (p y o PATTERN #1177 OR EQUIVALENT AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. L (� SEWER LINE SEPARATION ®V ®_Q NO DIRECT PAYMENT WILL BE MADE f 47 (N.T.S) ®®®�®® 5 INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET *' LIVL�`- Q a 12" r w FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED C.v ®PEE71 w = BY THE ENGINEER - ( o w ROOF IFADE 08-09-19 MF AS PER COMMENTS FROM SCDHS DATED 8-9-19 CFD a' SEE REINFORCEMENT NOTE 1 3 0 TYP w Of 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. o > iR TRANSITION 07-19-19 AMB UPDATED BUILDING LAYOUT CFD N ®®®®®® F ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE SHEET PILING AS REQUIRED BLOCK, BRICK, AND/OR 1:2 MORTAR'MIX CAST IRON CLEANOUT '7' 12-3-t5 MF AS PER COMMENTS FROM SCDHS DATED 71-27-15 CFD !, ®®®��® BRANCH WITH BRASS OR DATE BY DESCRIPTION APPROV BY 4" BRONZE THREADED PLUG 7 USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS EXCAVATE AND BACKFILL 3 FEET ®®®�®® UNLESS OTHERWISE NOTED. REVISIONS AROUND AND BELOW NG 4" CAST IRON PIPE RINGS WITH SUITABLE LPOROUS ®®®�®® a 1% MIN PITCH 8 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING GRADE TOWN OF SOUTHOLD MATERIAL AS APPROVED BY THE DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE — SUFFOLK COUNTY NY Li ENGINEER GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND I-I SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF £ oTITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND ' PECONIC BAY ESTATES 0 m 8010 3 0' POROUS o U BACKFILL HEALTH REGULATIONS FOR CONSTRUOTION (OSHA) NO DIRECT MA PAYMENT WILL BE MADE FOR THIS OPERATION. II -- �0RIAL 9 IF CHIMNEY IS REQUIRED, MIN WALLITHICKNESS 3" Fes'-0"--{ SLOPES® 1R SITE DETAILS rn� REINFORCEMENT NOTES. L. K. McLEAN ASSOCIATES, P.C. ROOF LEADER DOWNFALL DETAIL Nfa 1 STEEL REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC CONSULTING ENGINEERS 437 SOUTH COUNTRY RD"9EOOIOWYEN.TRW YM 11719 m1� W-070 LEACHING BASIN DETAIL 6"x12"#6x#8. N T.S Designed Br MF/CFD SoGle- AS NOTED jsheet No Qin I Dro Br MF Dote OCTOBER 2015 NTS Pppmved Br RGD File No 151 15.000 vu 4 SUFFOLK COUNTY TAX MAP 0: Qom_—�•- OH DH _— OH UH�-- OH 'Y• UH OH GH - OH pH- LEGEND: X8.0— DISTRICT• 1000 7 PROPOSED BUILDING � 5� 7,0� I BLOCKSCTIO: 04.00 l PROPOSED O.H. —6 5� _ ELECTRIC SERVICE LOT: 030.000 Y o PROPOSED ASPHALT DRIVEWAY EDGE wOF PAVEMENT ?= — BUILDINGS: w- -aW PROPERTY LINE EXISTING PROPOSED EX 8" SCWA MANN PROPOSED CONTOUR \O � � VACANT - 2 STORY RESIDENCE s PROPOSED o —11.0—EXISTING CONTOUR 4 BEDROOM BAY SHORE RD. 1 � s\3 — —% — ZONING p PROPOSED CHAIN LINK FENCE R10.0' M PROPOSED TREE UNE R70.0' / y/ R-40 (RESIDENTIAL-NON CONFORMING) EDGE OF PAVEMENT O `6• rST� PROPOSED SEPTIC TANK GENERAL NOTES: —� 3 �\ I rLG-, PROPOSED SANITARY LEACHING GALLEY 10 L_J 1 AREA OF LOT =18.750 S0. FT. (0.43 ACRES) PROPOSED I / rFE, PROPOSED FUTURE EXPANSION 2 THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW) WITHIN 150' OF PROPOSED 500' TO r\ WATER S7.7NE WALL L_J CESSPOOLS THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF PROPOSED CESSPOOLS WLANE I ~ METEELLS R - \\ �— —S— PROPOSED SANITARY PIPE 3 THERE ISA 8" PUBLIC SCWA WATER MAIN AVAILABLE ON BAY SHORE ROAD — YYY _ -Y\�^ �%t,U TO AUGUST ROAD 4 PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. —D— PROPOSED DRAINAGE PIPE 5 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 10-22-2015 S 56'53'38" E 150.0 / 6 PARCEL UES IN FLOOD ZONE "X" (AN AREA DETERMINED TO BE OUTSIDE THE 500 YEAR -1 j PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) NFLOODEIGH PLAIN) X7.0 5/0' p 7 NEIGHBORING DWELLINGS ARE CONNECTED TO PUBLIC WATER 6• U I M N. � M �y0 = ` —w— PROPOSED 1' WATER SERVICE toi NON SURVEY NOTES: SDEDy _ TEST HOLE LOCATION DED 'L_ r _ E 10. IN.� 1 MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS On R�AIAITN 15 O' G -/ I J /� �� -O- EX UTILITY POLE 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM, LONG ISLAND v I /REMAIN .j[ 44.4' O 3 ONE O -� EX. TRAFFIC SIGN 3 HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011)THROUGH USE OF RTK GPS 44 Z03 OBSERVATIONS VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A) J / EX. FIRE HYDRANT 4 PROPERTY IS SUBJECT TO RESTRICTIONS AS DESCRIBED IN LIBER 12021 OF DEEDS AT 'L �•) " 2.0 J QG 1 h O / I I I PAGE 337 I 6.5 - FE If- _ - JAS 5 1 h I o —'^'— EX. UNDERGROUND WATER 5 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND I / 1 SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK J LGg r -yL Sym EX. OVERHEAD WIRES STATE EDUCATION LAW (} 52.4' �_ J 4 O 10.0' 6 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE Jr J L LG2 5 S— S�• MIN. k I LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID MI ' 7 I S aRVJ TRUE COPIES CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN / "T_ / 10.0' / ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY 10.0" "•" N MIN. I PROPOSED _ THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID 00 / /60 100 MIN. MIN MI O CLEANOUT TO CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED r 12 ( GRADE AS AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING to DETAILED INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION = W R5.0' 'O b• N I I OWNERS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT - - / SLAB ON GRADE 3 �' 8 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED N/F 9 THE SURVEY CLOSES MATHEMATICALLY z�i SNI ? ,� n , i ( I EUNOR G. JAGEL AND CHRISTOPHER J. O / JAGEL m mn < - EXISTING ( ` -PROPOSED 2 STORY I r GRADE z 7 6.20' RESIDENCEBB - - MIXED LOAM w� (F.F.E. = 9.0' I" .% ' 5.20' ep GARAGE F.F.E.=7.5) 7 BROWN FINE TO COARSE SAND W/ 10R GRAVEL a < OUSTING - sl PROJECT= (SW) u WOODED AREA TOI LOCATION to / REMAIN �� e CL 7.0 000, d I 30.0' S\ I ' r /) p ) y V " •- f r t WATER IN BROWN FINE TT`+ W ' I Via. ,. wa.o I, r� TO COARSE SAND W/ 1076 GRAVEL (SW) ) o f o 4E LOCATION MAP mO < 49.5' N5 x m n, N.T.S h m a a J -6.80' � I W 5.0 p i TEST HOLE N T.S V / —,EXISTING VEMAIN�_ AREA TO'f�EMAIN / h yo x— 1 aEi A8'POST&WIP.£DEERFENCEN 56'5338 W50.60 „ ! 1. f�ti 1, DATE BY DESCRIPTION APPROV. BY c Il N/F J., _�� t REVISIONS _ _ °� TOWN OF SOUTHOLD v N/F THOMAS J. BYRNES -� DOMENICK DeNICOLA AND k MARYANN BYRNES F� G�'�'M�, t CAROL DeNICOLA cn ;=?� 1� ? SUFFOLK COUNTY NY Ea CL SITE PLAN �^� PECONIC BAY ESTATES M CLiV O 1111 N SCALE. 1•=20' .4f PROPOSED SITE PLAN f FNSfD PRO��SS, L. K. McLEAN ASSOCIATES, P.C. N E ' CONBULnNO Daloa R3 07 swm WANK:IS..010=011,Nm YORK 11711 In IDesigned W MF/CFD scale: AS NOTED Sheet N. N - Dm"Dr MF Det.: OCTOBER 2019 C 1 N U oAyPmved BY RGD Fn.N.. 15115.000 U I ' I " vur 1 SUFFOLK COUNTY TAX'MAP k OH DH _— DH DH� _DH DH DH OH I OH @f- LEGEND. DISTRICT: 1000 05 PROPOSED BUILDING BLOCK" 04000 PROPOSED O.H. —6.5— _ ELECTRIC SERVICE O LOT: 03o.0oa = O PROPOSED ASPHALT DRIVEWAY \ BUILDINGS: ¢� EDGE PAVEMENT W V I V7 W —� PROPERTY LINE EXISTING PROPOSED W W W W W W W W�8" SCWA MAIN � � PROPOSED CONTOUR VACANT 2 STORY R E SIDENCE PROPOSED —11.0—EXISTING CONTOUR 4 BEDROOMo BAY SHORE RD. 1 1'TAP �3 —■ — PROPOSED CHAIN LINK FENCE ZONING � R10.0' �• M PROPOSED TREE LINE R-40 (RESIDENTIAL-NON CONFORMING) R10.0' / y� EDGE DF PAVEMENT r- o 6• � y � LSTJ-1 PROPOSED SEPTIC TANK GENERAL NOTES: , —� > 3 L_J PROPOSED SANITARY LEACHING GALLEY �0 L_J 1 AREA OF LOT=18.750 SO. FT. f0.43 ACRES) 500' TO r\ PROPO D r—1 2 THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW) WITHIN 150' OF PROPOSED \ FE PROPOSED FUTURE EXPANSION WEIIc WATER \ S7JNE !VALE L_J CESSPOOLS THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF PROPOSED CESSPOOLS LANE _ f = MMMM�_ \\ ��, —S— PROPOSED SAIJTfARY PIPE 3 THERE IS A B" PUBLIC SCWA WATER MAIN AVAILABLE ON BAY SHORE ROAD ��,U TO AUGUST ROAD 4 PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. -•"- / Y � �^� 5 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 10-22-2015 ������ —D— PROPOSED DRAINAGE PIPE �-Y S 56'53'38" E 1 50.0 / � 6 PARCEL LIES IN FLOOD ZONE "X" (AN AREA DETERMINED TO BE OUTSIDE THE 500 YEAR PROPOSED 8'0 DRAINAGE STRUCTURE SOLID COVER FLOOD PLAIN) I �7 0 __ �/�' 0 �_.I ( ) 7 NEIGHBORINGDWELLINGS ARE CONNECTED TO PUBLIC WATER 6• I M5 0'N. / M �6p $ J ¢ \ —w— PROPOSED 1' WATER SERVICE ti, YA// ND# SURVEY NOTES. J TING 3 TEST HOLE LOCATION ODED 1 MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS EA TO ' FE 10 IN. 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM, LONG ISLAND o I n REMAIN 15.0' /-/ !� yT J o- EX. UTILITY POLE ZONE iLj I IGS J ¢¢q' O_ /3 O T � EX. TRAFFIC SIGN 3 HORIZONTAL DATUM IS REFERENCED TO NAD83 (2011) THROUGH USE OF RTK GPS �Y" OBSERVATIONS VERTICAL DATUM IS REFERENCED TO NAVD88 (GEOIDI2A) 2 r ' _L LG3/I_� , O pL FIRE HYDRANT 4 PROPERTY IS SUBJECT TO RESTRICTIONS AS DESCRIBED IN LIBER 12021 OF DEEDS AT 6.5 r ( •� " 2.0 PAGE 337 L I F y— �1- Jas 5 1 h I O _W— EX. UNDERGROUND WATER 5 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK / J L LG6 1 r 52 4' 4 's\,� 10 0' 3 I — EX. OVERHEAD WIRES STATE EDUCATION LAW �_ J l \ O 6 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE / _ J L LG2 S 5- Sj MIN. LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES M1 -4 \ S 7 CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 10 0' ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY 10 m MIN. / 1 I PROPOSED THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID 00 / -�6' 10.0 MIN. M M O CLEANOUT TO CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED GRADE AS AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING STONE s1Evs DETAILED INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION HOZ N R5.0' / 'O h (nII� CERTIFOWNERICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT 1�S7g"o WI J iv / SUS oN GRADE 3 �1'" N/F 9 THE SURVEYCLOSESMATHEMAY NOT SHOWN ATIICALLYRE CERTIFIED r ELINOR G.JAGEL AND 8' c o a CHRISTOPHER J. Y PO / / o / r I JAGEL t EXISTING m 6.20' PROPOSED 2 STORY Z G„ oar �_ �- - p GRADE LOAM RESIDENCE 5.20' j (F.F.E. = 9.0' es 6 �� 7 '`(, e 4 LJ 3 o GARAGE F.F.E.=7.5) s} �` 1 /6 BROWN FINE TO COARSE O i•' d1 SAND W/ 10% GRAVEL EXISTING 0_ I� / I '= r` PROJECT (SW) WOODED '• 1/ LOCATION AREA TO �- REMAIN D 000, a0.0'-7 WATER IN BROWN FINE Ir J ••�a f ! 1 - user.•" U = I ',�.,,e r»-:-•-•., � � TO COARSE SAND W/ 101E GRAVEL (SW) g I 6.0 ` 1 T0- LOCATION MAP ` `` 1 U) < 49.5' NT.S. O / -6.80' 0 Ms / w o o � TEST HOLE t y q N.T.S / EXISTING WOCDED/� O IL TO-kEMAJN /) a �5 X p O DATE BY DESCRIPTION APPROV. BY aEi ^8' PDST&LIRE DEERPENCEn N 56'5338 W 150.00 " 11 C{ Y k 0 N/F t_� �.�JB�gR REVISIONS o N/F THOMAS J. BYRNES V DOMENICK DeNICOLA AND k MARYANN BYRNES �'J 'rF TOWN _OF SOUTHOLD o CAROL DeNICOLA �R -��` `� SUFFOLK COUNTY NY E a SITE PLAN K z PECONIC BAY ESTATES N% SCALE: 1'=20' " ' b v PROPOSED SITE PLAN L. K. McLEAN ASSOCIATES, P.C. N E PRO COMLIM ENGINEERS 07 SMKW WIINW Pip.71MMVDL N[t YM 11710 r Doalyned By MF/CFD style AS NOTED sheet rw. N G) co D.—By. MF Dete. OCTOBER 2019 C O U Approved By: RGD File No. 15115.000 MAP JUN 2 9 2020 OF PROPERT '�F CO. ON THE � SUBDIVISION MAP OF AMENDED MAP A, PECONIC BAY ESTATES GaC Ao.M6m rpJ�\ W LOTS 101-103 INCL. EDGEQF PAVEMENT I -FILED MAY 19, 1933 AS MAP NO. 1124 x)M x697 i V v X666 ,V SITUATE AT %6A BAY SHORE RD. ARSHAMOMAQUE EDGE OF PAVLif£NT Ao�m STONE VALL , S 56'53'38•' E_150.00' TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK I AREA OF PARCEL = 18,7501 SQ.FT. OR 0.430E ACRE N/F I KR SOBAN TOFFFTRUDSTQ�B HOD , `m ELINOR G JAGEL 09— ! _ I AS–BUILT SANRARY DISTANCES FROM FROM CORNERS OF BUILDING FE ON I If,I wr- I A B N Flaw/n10/ ST 21 5' 33' CENTER OF MH ui I LG1 31' 23' CENTER OF MH I LG2 375' 32' CENTER OF MH - FE C(R x�, FENCE W LOS 49 5' 26' CENTER OF MH nD I N aw-- I � I VII%TY. I we ON LINE %t 3 I LG6 54' 34' CENTER OF MH D a I I i� u. Xnw in I z xSe� JI 2 9 2020 � ' � `�"` eI " I U L I I 3 I I� `I to I NOTES wi I I r 1 MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS Ao n10Dic 6®m' LET �y�t � 21'� 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM,LONG BU PING D�r lie P/O I H I ISLAND ZONE v n�*+ 7ry.gg LOT 99 I LOT 100 a LOT 101 LOT 102 LOT 103 : W LOT 104 LOT 105 9 HOLD I � I I ;�; Q I 3 HORIZONTAL DATUM IS REFERENCED TO NADB3(2011)THROUGH USE OF RTK GPS A`• I I o I OBSERVATIONS VERTICAL DATUM IS REFERENCED TO NAVD88(GEOIDI24) I FLT' I 4 PROPERTY IS SUBJECT TO RESTRICTIONS AS DESCRIBED IN LIBER 12021 OF DEEDS i`ytitt�i`itit�cit=;:it=kit�citit• t:�c� t itit��•�>n it� =.7 I ATPAGE337 F N FILE MAP LINE I X +� FILE MAP LINE FENI V CE N 56'53'38" W 150.00' FE EM 5, UNAUTHORIZED ALTERATION ADDITION TOASUREYMAP BEARINGALICENSED "N LDLYELAND SURVEYOR'S SEAL IS A VOLATION OF SECTION 7209,SUBDIVISIO 2,OF THE N/F N/F FE COR FE COP. NEW YORK STATE EDUCATION LAW � IaA3'` JUUETTE a2 BEAUSOLOL DOMENICK DeNICOLA + I THOMAS J BYRNES 6 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF AND & MARYANN BYRNES THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE CAROL DeNICOLA VALID TRUE COPIES 7 LOT 16 1 ACCORDANCE RDANCE WITH ITHE EXISTING ODE OF F PRACTICEI ED IN FOR LAND SURVEYORS LOT 17 LOT 18 ADOPTED BY THE NEW YORK STATE ASSOCIAT70N OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 'MAP OF AUGUST ACRES, SECTION l,"FILED THE SUFFOLK COUNTY THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, CLERK'S OFFICE ON JUNE 3 1991 AS FILE MAP NO 9107 GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE i ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INS77TU77ONS OR SUBSEQUENT OWNERS SUFFOLK COUNTY C: ARTMENT OF HEALTH SERVICES SITE PLAN 8 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED APPROVAL OF CON;t-RUCTEDWORKS FOR SCALE 1"=40' i 9 THE SURVEY CLOSES MATHEMATICALLY. SINGLE :Y RESID NCE 10 UNDERGROUND UTIL177ES SHOWN ON THIS SURVEYAREFROM UTILITYMARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS BEFORE ANY EXCAVATION IS TO date JUL 0 2O2o (®-1,s `()n(o a ? IV-OF N f� BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, PSIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES The sewage dispas6!and ester supply tac�ities at this location have been � C_uri 6-8-20 MF AS PER COMMENTS DATED 6-7-20 CFD (nSpeCtOd and/a Certified by 11115t1n1 Outer agencies and found t0 LEGEND * ��� !� DATE BY DESCRIPTION APPBov. BY be satstactay FORA WXIMUM OF BEDROOMS. 11BENCHMARK Z REVISIONS -O- UTILITY POLE ® ELECTRIC METER iCWn of SCutilCid ' Suffolk County, New York p� 1111 y, j © SANITARY MANHOLE i {/`" 1720 Bay Shore Road Craig Knepper, P.E., Chief 91 SANITARY CLEANOUT `� 050528 O� Greenport, New York Office of Wastewater fl�ana eo T Eent UNDERGROUND WATER oilcA/] --ur OVERHEAD VIRES "v`A NOD AS—built Survey 0 DECIDUOUS TREE 'Y� (] DECIDUOUS BUSH L. K. MCIaEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYOR ti CONIFEROUS BUSH I hereby certify that this map was made from an actual survey 497 SO. COUNTRY ROAD, BROOKBAVEN, NEW YORK completed by me on 10222015 and updated on OSV412020 Shcet No SUFFOLK COUNTY REAL PROPERTY TAX MAP NO Designed By. JL/JL Scale 1"= 40' BLOCKISTRI1400 �JytFrt!/ll�� Drawn By T.L S. Date: 05/07/20 1 SECTION 053 00 BLOCK 0400 LOT 030 000 TAMARA LSTILLMAN,P L S 1 NYSPLS No 50528 Approved By:DPJ/TIS I File No 15115 001 r i PR®-�. 1 k7mi`Y A 12 • I P'-O(5 6)677-9757 F: S1 G)677-07921 Jericho--IrurnpikeSuite 210, yosset,NY,1791 T I 'H'L E A G E W C Y. 420 Lexington Ave.,Suite 446,New York,NY 10170 P., (212)3244100 119 Main Street,Westhampton Beach,NY 11978 P., (631)323-6001 vvww_nronatiommahitle_corn November 12, 2019 Pat McGrory pjmcgrory@mcgrorylaw.com Re: Title No. PNTSS26131 S Premises: 1720 Bayshore Road, Greenport NY 11944 (Suffolk County) Owner(s): Other(s): Dear Sir or Madam: Enclosed find the following items with reference to the above entitled matter: Amended Single and Separate Search. Kindly annex same to your report and consider it a part thereof. If you have any questions, or if we can be of any further assistance, please do not hesitate to contact the undersigned. Thank you. Very truly yours, Laura Squidarino LS Encl. Pro National Title Agency 6901 Jericho Tpke,Suite 210, Syosset, NY 11791 TITLE No: PNTSS26131S SINGLE AND SEPARATE SEARCH CERTIFIES TO: Patrick McGrory,Esq. 373StarkeAvenue East Meadow,NY 11554 Our Company has completed a single and separate search for the above referenced premises and on the lots contiguous to the subject premises. The attached has been found of record at the Office of the County Clerk for the County of Suffolk. Premises: 1720 Bayshore Road,Greenport,NY 11944 DISTRICT 1000 SECTION 053.00 BOCK 04.00 LOT 030.000 Certified as of: November 12.2019 at 9:00 A.M. Pro National Title Agenc BY: Jeremy Berlin,Esq. Counsel s { a Sworn to before me this I day of uU� 2019 f Eunice Ayala-Morales Notary Public - State of New York N tary ; No. 01 AY6029055 r Qualified in Kings County Commission Expires October 3, 2021 �y 4 f� £1 is Pro National Title Agency 6901 Jericho Tpke,Suite 210,Syosset,NY 11791 Single and Separate Search PNTSS26131 S Amended—11/12/2019 PREMISES 1720 Bayshore Road, Greenport, NY 11944 DISTRICT 1000 SECTION 053.00 BLOCK 04.00 LOT 030.000 FROM: George W.Schroeder TO: Harry J. Irion and Lottie Louise Irion, his wife DATED August 11, 1957 RECORDED August 21, 1957 LIBER 4348 PAGE 321 • FROM: Harry J. Irion and Lottie Louise Irion, his wife TO: Felix Laskowski, Frances Bordinko and Anne Laskowski,as joint tenants and not as tenants in common with right of survivorship DATED November 3, 1962 RECORDED November 5, 1962 LIBER 5259 PAGE 125 FROM: Anne Laskowski and Frances Bordinko as surviving joint tenant TO: Helen H.Suskie,Joan Wilcoxen and Ruth C. Barton,all as joint tenants with rights of survivorship DATED December 17, 1999 RECORDED February 16,2000 LIBER 12021 PAGE 337 FROM: Helen H.Suskie n/k/a Helen H. Brown,Joan Wilcoxen and Ruth C. Barton n/k/a Ruth C Redding TO: loannis Zoumas DATED April 13,2016 RECORDED June 7,2016 LIBER 12866 PAGE 908 FROM: loannis Zoumas TO: William Gallucci and Gina M.Gallucci, his wife DATED August 21,2019 RECORDED September 19, 2019 LIBER 13029 PAGE 397 • NOTE: LAST DEED OF RECORD. Pro National Title Agency 6901 Jericho Tpke,Suite 210,Syosset,NY 11791 Single and Separate Search Continued... PNTSS26131 S PREMISES ADJACENT EASTERLY: 1820 BAY SHORE ROAD, GREENPORT, N.Y.: DISTRICT 1000 SECTION 053.00 BLOCK 04.00 LOT 029.000 FROM: George H.Schroeder TO: Louis A.Jagel and Rose M.Jagel, his wife DATED September 5, 1958 RECORDED September 19, 1958 LIBER 4511 PAGE 399 FROM: Louis A.Jagel TO: Louis A.Jagel and Elinor G.Jagel, his wife DATED November 2, 1967 RECORDED November 29, 1967 LIBER 6264 PAGE 79 FROM: Louis A.Jagel and Elinor G.Jagel TO: Elinor G.Jagel and Christopher J.Jagel,as tenants in common DATED April 14, 1999 RECORDED April28, 1999 LIBER 11959 PAGE 866 • NOTE: LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Tpke,Suite 210,Syosset,NY 11791 Single and Separate Search Continued... PNTSS26131 S PREMISES ADJACENT SOUTHERLY: 945 AUGUST LANE, GREENPOINT, N.Y.: DISTRICT 1000 SECTION 053.00 BLOCK 04.00 LOT 044.019 FROM: Kerwin and Kerwin, Inc. TO: Connie Sledzieski DATED June 11, 1946 RECORDED October 4, 1946 LIBER 2631 PAGE 39 • NOTE: Conveys Lot 044.019 and more FROM: Helen Barszcewski and Stephanie Rutkowski as Executrixes of the Last Will&Testament of Ursula Sledzieski TO: Fred Goldman and Stanley Goldman DATED April 4, 1967 RECORDED April 5, 1967 LIBER 6134 PAGE 479 • NOTE:Conveys Lot 044.019 and more FROM: Fred Goldman and Stanley Goldman TO: James Posillico DATED February 8, 1972 RECORDED February 16, 1972 LIBER 7107 PAGE 579 • NOTE: Conveys Lot 044.019 and more FROM: James Posillico TO: Posillico Construction Company, Inc. DATED August 2, 1976 RECORDED September 9, 1976 LIBER 8101 PAGE 399 • NOTE: Conveys Lot 044.019 and more FROM: Posillico Construction Company, Inc. TO: Schembri Homes, Inc. DATED March 20,2000 RECORDED April 4,2000 LIBER 12032 PAGE 158 • NOTE: Conveys Lot 044.019 only. FROM: Schembal Homes, Inc. TO: Dominick Denicola and Carol Denicola, his wife DATED March 23,2000 RECORDED April 4,2000 LIBER 12032 PAGE 159 • NOTE: Conveys Lot 044.019 only. 0 NOTE: LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Tpke,Suite 210,Syosset,NY 11791 Single and Separate Search Continued... PNTSS26131 S PREMISES ADJACENT SOUTHEASTERLY: 1105 August Lane, Greenport, N.Y. DISTRICT 1000 SECTION 053.00 BLOCK 04.00 LOT 044.020 FROM: Kerwin and Kerwin Inc. TO: Connie Sledzieski DATED June 11, 1946 RECORDED October 4, 1946 LIBER 2631 PAGE 39 • NOTE: Conveys Lot 044.020 and more FROM: Helen Barszcewski and Stephanie R. Utkowski as Executrixes of the Last Will&Testiment of Ursula Sledzieski TO: Fred Goldman and Stanley Goldman DATED April 4, 1967 RECORDED April 5, 1967 LIBER 6134 PAGE 479 • NOTE: Conveys Lot 044.020 and more FROM: Fred Goldman and Stanley Goldman TO: James Posillico DATED February 8, 1972 RECORDED February 16, 1972 LIBER 7107 PAGE 579 • NOTE: Conveys Lot 044.020 and more FROM: James Posillico TO: Posillico Construction Company, Inc. DATED August 2, 1976 RECORDED September 9, 1976 LIBER 8101 PAGE 399 • NOTE: Conveys Lot 044.020 and more FROM: Posillico Construction Company, Inc. TO: Schembri Homes, Inc. DATED December 2, 1998 RECORDED December 14, 1998 LIBER 11933 PAGE , 974 • NOTE: Conveys Lot 044.020 and more FROM: Schembri Homes, Inc. TO: ; Anthony M. Bellisimo and Marion Bellisimo, his wife DATED January 29, 1999 RECORDED February 5, 1999 LIBER 11943 PAGE 880 • NOTE: Conveys Lot 044.020 and more Pro National Title Agency 6901 Jericho Tpke,Suite 210,Syosset,NY 11791 Single and Separate Search Continued... PNTSS26131 S PREMISES ADJACENT SOUTHEASTERLY CONTINUED: 1105 August Lane, Greenport, N.Y. DISTRICT 1000 SECTION 053.00 BLOCK 04.00 LOT 044.020 FROM: Anthony M. Bellisimo and Marion Bellisimo, his wife TO: Bellisimo Family Properties LLC DATED February 26,2004 RECORDED June 28,2004 LIBER 12327 PAGE 349 • NOTE: Conveys Lot 044.020 and more FROM: Bellisimo Family Properties LLC TO: Thomas J.Byrnes and Maryann Byrnes, his wife DATED April 1,2009 RECORDED April 10,2009 LIBER 12585 PAGE 336 • NOTE: Conveys Lot 044.020 and more • NOTE: LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Tpke,Suite 210,Syosset,NY 11791 Single and Separate Search Continued... PNTSS26131 S Amended—11/12/2019 PREMISES ADJACENT WESTERLY: 1600 Bayshore Road, Greenport, N.Y. DISTRICT 1000 SECTION 053.00 BLOCK 04.00 LOT 031.000 FROM: Fabian Aronson and Mary W.Aronson, his wife TO: John M. Burke and Elizabeth Burke, his wife DATED December 7, 1965 RECORDED December 9, 1965 LIBER 5874 PAGE 261 FROM: Michael Petock, Sr.,as Executor of the Last Will&Testament of Elizabeth Burke TO: Paul M. Clancy and Maureen Clancy DATED March 19, 1986 RECORDED March 21, 1986 LIBER 10002 PAGE 54 FROM: Paul M. Clancy and Maureen Clancy, husband and wife TO: Per Nilsen and Linda Nilsen, husband and wife DATED January 8, 1993 RECORDED February 4, 1993 LIBER 11617 PAGE 181 FROM: Per Nilsen and Linda Nilsen, his wife TO: Nicholas Parliaros and Paraskevi Parliaros, his wife DATED August 21, 1996 RECORDED September 5, 1996 LIBER 11790 PAGE 841 FROM: Nicholas Parliaros and Paraskevi Parliaros, his wife TO: Bernadette Hoban and Marianne Kristoff DATED October 24,2013 RECORDED November 25,2013 LIBER 12753 PAGE 834 FROM: Bernadette Hoban and Marianne Kristoff TO: Bernadette Hoban and Marianne Kristoff,as Co-Trustees of the Hoban and Kristoff Trust DATED September 25, 2017 RECORDED November 6,2017 LIBER 12936 PAGE 768 NOTE: Subject to the Life Estate of Bernadette Hoban and Marianne Kristoff NOTE: LAST DEED OF RECORD. The underlying liability for the above information is limited to$25,000.00. o�*rif SO!/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD June 26, 2020 JNS Contracting 256 Route 25A Wading River, New York 11792 S RE: 1720 Bay Shore Road, Greenport (Gallucci) TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit D �f7 Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44397-Z New Dwelling j N S D E V E L O P M E N T July 27, 2020 ATTN:Town of Southold Building Department Building Permit#44397—1720 Bayshore Road, Greenport To whom it May Concern, The attached paperwork submission is for issuance of the C of 0 at the above-mentioned property. If there are any items that need to be submitted please call us at(631)929-5500. D M(�;`_j�Vm D J U L 2 9 2020 BUMpING DEPT. MOLD V • _ 929 5500 " 929 5501 • " • 256 ROUTERIVER,NY 11792 REScheck Software Version 4.6.4 Compliance Certificate Project JNS DEVELOPMENT - BAYSHORE ROAD Energy Code: 2015 IECC Location: Southold, New York Construction Type. Single-family Project Type: New Construction Conditioned Floor Area: 2,615 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: NY JNS DEVELOPMENT Deerkoski&Arm DPC NY 16 Library Avenue Westhampton beach, NY 11978 Compliance: 7.4%Better Than Code Maximbm UA: 458 Your UA: 424 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1,352 25.0 0.0 0.040 54 Wall 1:Wood Frame, 16"o.c. 2,802 19.0 0.0 0.060 128 Window 1:Wood Frame:Double Pane with Low-E 417 0.280 117 SHGC: 0.28 Door 1: Glass 152 0.280 43 SHGC: 0.28 Door 2: Glass 92 0.400 37 SHGC: 0.40 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,352 30.0 0.0 0.033 45 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 com ith the mandatory ements listed in the REScheck Inspection Checklist. to —1(0-/ Name-Title t �� R/r� Signat � Date * Q AA W AROFESS\ Project Title:JNS DEVELOPMENT- BAY�HORE ROAD Report date: 10/12/19 Data filename: C:\Users\Craig\Clients\ioumas-SPEC HOUSES\20191011- BAYSHORE ROAD\RES CHECK Pagel of 1 20191011 - BAYSHORE ROAD.rck CONTRACTOR NOTES CONCRETE . 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK,BUILDING CODE,FIREWINDOW HURRICANE WIND LOAD REQUIREMENTS House Area• 1. All concrete work shall conform to the ACI"Building Code Requirements for Reinforced Concrete"(ACI 318),latest edition. ■ F_F 6-?' -C-- a DEPARTMENT RULES AND REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. 2. Slab work shall conform to applicable portions of ACI 302.1R Guide for concrete floor and slab construction,latest edition. r r 17­7 �� D E SIGN & EINN G I N f E Rt N G D P r J � ,\ 3. All concrete for footings,walls and piers shall be normal weight with a minimum ultimate compressive strength of 3,000 psi at 28 days with a maximum ALL WINDOWS& DOORS SHALL BE INSTALLED IN ACCORDANCE WITH 9NF_ 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF slump of to 5". BUILDINGS,OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY MANUFACTURER'S SPECIFICATIONS. VERIFY ALL DIMENSIONS AND Proposed 1st Floor ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD,NEW YORK,AGENCIES 4. Concrete for interior stabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.55,maximum slump of 5",and a minimum ultimate INSTALLATION S PECI FI CATI ONS. strength of 3,500 psi at 28 days.Concrete shall be moist cured and covered for 7 days. 126� D E E R K O S KI -♦- A R M _ 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE Living Space - DESIGN AND ENGINEERING D P C INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. ExceptALL GLAZING TO BE LOW E; INSULATED; AND IMPACT RESISTANT at architectural exposed concrete,total cement content by weight shall contain 40%Ground Granulated Blast Furnace Slag(GGBFS)OR shall Front Porch - 104 contain 20%fly ash.GGBFS shall conform to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618 7 6 LI S RARY AVE. SUITE C - SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O. w/WINDOW ORDER) WESTHAMPTON BEACH NY 11978 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. 6. Concrete design mix shall be submitted for each type of concrete to the design professional for review.The design mix shall be accompanied by test reports Garage = 1472 /�D 63 1-767-6071 CRAI G(�DASTUOI D NT.COM conforming to the ACI method for field experience or the ACI method for trial mixtures,including a graph of w/c ratio versus strength,in accordance with ACI 301. r:y C fTO f E®AS NO 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED The design mix Shall be sealed and Signed by a professional engineer. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECT FICATIONS Q ENGINEER OF RECORD: CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL SHALL HAVE WI NDBORNE DEBRIS PROTECTION: DATE: 4? TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE 7. Reinforcing steel shall be deformed bars conforming to ASTM A615,Grade 60.Reinforcing steel shall be detailed according to the ACI Manual of Standard Proposed 2nd Floor R P_ _ - 11: / EXECUTION OF THE WORK. Practice(ACI 315),latest edition. Fcc r BY: PROVIDE 5/8" PLYWOOD SHEETS CUT TO SIZE LABELED & NUMBERED FOR Living & Open Space = 1352 r`' `TiFY BUILDING Dr_, AR 8. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. ' ' ''R 1 6. THE CONTRACTOR SHALL LAYOUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: EACH WINDOW FRAME w/ PREDRILLED SCREW HOLES PRESCRIBED SPACING '� 4 AT PLUMBING,ELECTRICALS,ETC. FOR EACH SHEET. @ Balcony = 48 u" TOWING ATO 4 PM FOR THE E N G I N E E R I N G 9. Welded wire fabric(WANE)shall conform to ASTM A185,with a minimum ultimate tensile strength of 70,000 psi. �.^rl� structural engineering sere ccs • consulting INSPECTIONS: 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE 10. Support and securely tie reinforcing to prevent displacement during concrete placement operations.Wire mesh must lap one full mesh at each side and end •• FOUNDATION - TWO REQUIRED DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. laps.Place mesh on chairs to maintain its position during the pour.Rocks,masonry,or other materials may not be substituted for chairs. THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. FOR POURED CONCRETE JAMES J.DEERKOSKI P.E. 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN THROUGH 11. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute(CRSI)Manual of PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE. 2• ROUGH - FRAMING & PLUMBING 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. Standard Practices. 3. INSULATION 9. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE 12. Provide clearances from face of concrete to the closest surface of reinforcement as follows,unless noted otherwise on the structural drawings: i 1 4. FINAL - CONSTRUCTION MUST OWNERSHIP&USE OF DOCUMENTS: C.O. ese drawings and specifications BE COMPLETE FOR Slabs:3/4" fications including the ideas,design DRAWINGS,AND ALL OTHER WORK THAT MAYBE REQUIRED TO COMPLETE THE JOB. Beams,Columns:l 1I2" FIRE OF NEW YOR STATE,ANLOCKING IS TO BE D THE AMDERIOCMEET OR AN FOREST 8t PAPERCEED LA ASSOCIATION AF&PA WOOD DIN�GMEODALL CONSTRUCTION SHALL MEET THE Footings:3" 10. ALL PIPING AND WRING SHALL BE REMOVED TO A POINT OF CONCEALMENTAND SHALL BE PROPERLY CAPPED OR PLUGGED. Exterior Face of Walls:2"for#6 or larger ( ) REQUIREMENTS OF THE CODES OF NEW CONSTRUCTION MANUAL(WFCM)FOR ONE AND TWO FAMILY DWELLINGS,2001 SBC HIGH WIND EDITI and arrangements represented therein,are the property of C. 1-1/2"for#5 or smaller REQUIREMENTS STATE. NOT RESPONSIBLE FOR No part thereof shall be copied,disclosedtold Engineering, sPor used in 11. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL OF Interior Face of Walls:1" THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DEERKOSKI&ARM DPC.NO CONSTRUCTION WILL BE ALLOWED TO _ NOTE:ALL ROOMS MEET OR EXCEED THE NYS.STANDARDS DESIGN OR CONSTRUCTION ERRORS. connection with any work or project other than for which they COMMENCE UNTIL THIS HEIGHTIS APPROVED. 13. Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings.Minimum concrete between sleeves shall be 6"' 1/2" structural plywood FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. have been prepared without written consent. 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE 14. Conduits and pipes shall be placed above bottom bars and belowtop bars and shall not exceed 1/3 the concrete thickness at any cross-section.Parallel runs Panel, Attached to ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Drawings&specifications,as instrucments of professional RESOLUTION. shall be placed a minimum of 3 diameters on center.No aluminum or coated conduit pipe shall be used. Frame In accordance EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, service,are and shall remain the Property of the engineer. 15. Install slab curing measures immediately after finishing on the same day as concrete placement.Cure slabs using curing paper or plastic with taped joints. with Table R301.2.1.2 SHEATHING NOTES: WORK NOTES: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK,AND HE Cover the wetted surface as soon as it can be placed without marking the surface.Keep surfaces moist during the cure period by providing additional moisture,Wind /... International Residential ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FORE,SOMPLY WITH ALL CODES OF WILL BE RESPONSIBLE FOR ALL.DISCONNECTIONS,RECONNECTIONS,AND STARTUPS. barriers,sun protection and other methods to promote a slow cure.Use of a curing compound is prohibited.Loss of surface moisture shall be inhibitedcode of NYS &PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL(WFCM)FOR ONE AND TW(f t for at least 7 days by recommended ACI methods. FAMILY DWELLINGS,2001 SBC HIGH WIND EDITION. I�EW YORK STATE & TOWN CODES 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL,PLUMBING,MECHANICAL HVAC EQUIPMENT AND WITH AS REQUIRED AND CONDITIONS OF OCCUPANCY OR ANY SPECIALTY EQUIPMENT TH ARCHITECTURAL FEATURES AND STRUCTURE.ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S FRAMING LUMBER AND TIMBERS (1)SHEATHING TO BE NAILED TO CCA SILL ATTENTION FOR IMMEDIATE RESOLUTION.ALL WORK MUST BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND NYC CODE. (2)SHEATHING TO EQUALLY SPAN 1 ST AND 2ND FLOOR BOX BEAM 1. All wood framing shall be installed in accordance with the American Forest and Paper Association'wood Frame Construction Manual",latest edition. WINDOW UNIT (3)SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES USE IS UNLAWFUL SAFETY NOTES-RESIDENTIAL CONSTRUCTION (4)SHEATHING TO BE NAILED TO TOP PLATE a r. ; , BOARD 2. All fasteners shall be installed in accordance with American Forest and Paper Association"National Design Specification for Wood Construction",latest WITHOUT C E PT!F I�1,�TE GENERAL: edition. Cznumim NO SUBSTITUTIONS � � :E$ ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD,NEW YORK,BUILDING CODE,AND REGULATIONS OF ALL OTHER 3. All framing lumber shall conform to the following governing standards: OF OCCUPANCY A. American Institute of Timber Construction,"Timber Construction Manual,"latest edition, All Framing Hardware Shown on these Plans, Unless Otherwise Indicated,Is Simpson Strong- .^{+�*6-DEQ AGENCIES HAVING JURISDICTION. B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. PLYWOOD STORM PANEL Tie. No Substitutions are Approved or Authorized. I _ -•r- FIRE SAFETY: 4. All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. SHUTTER DETAIL Due to the Relationships of Framing Hardware to the other Components of the Structure, an r * • ALL BUILDING MATERIALS WHICH ARE STORED AT THE,SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A LOCKED AREA. y DRAINAGE Engineering S ARE -1560REQU1R before � ' ` '':'i:' tE^r� Framing Hardware Substitutions will Render These Plans Null and Void and will Result in the 5. Framing Lumber shall be from a Sustainable Forestry Imitative(SEI)certified sustainable forest.The contractor is responsible to submit certification to the Refer to General Notes for Panel � Contact TOS Engineering at 765-156q before "�^��e►� � y"' • ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION design professional for review prior to construction. Installer/Contractor Assuming Responsibility for the Design and Performance of the Entire System. Backfill -� Iled,repinced fastener requirements. Backfill,OR Provide Engineer's s Certiification �,, • ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS ARE TO BE q that the drainage has been installed to Code. VZ.p^recd rhnT1 Congo rn KEPT AWAY FROM HEAT. 6. Sawn framing lumber shall be of the following minimum grade and specie for the specified use. • ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Rafters:Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry ' - L"klter 172 • ALL ELECTRICAL POWER TO BE SHUTOFF WHERE THERE ARE EXPOSED CONDUITS. - Joists:Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry CO A Studs:Douglas Fir Larch Stud Grade,Fc--850 psi,E=1,400,000 psi.Kiln dried 15%moisture content �1tllt;`�? _ • ALL ELECTRICAL POWER IN'rHE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. Plates:Douglas Fir Larch Stud Grade.Surfaced Dry. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Must provide Manuals • CONTRACTOR,ATALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE GAS TO BE USED Beams Douglas Fir Larch#1,Fb=1000 psi.,E=1,700,000 psi.Surfaced Dry GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD DURING CONSTRUCTION. Posts Douglas Fir Larch#1,FC=1000 psi.,E=1,600,000 psi.Surfaced Dry SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE Do J and S as per LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY DUST CONTROL: 7. Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine#1 Pressure Treated or 1-112"thick preservative treated TimberStrend LSL treated 45 lbs/sgft 130 (mph) C SEVERE 1 3'-O"' 1 MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees I YES 1984/1998 c I�TYS Energy Code Sills.• DEBRIS,DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. DESIGN CRITERIA Blower door • CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR HEAVY DROP 8. Nailing shall conform to Table 2304.9.1 in the International Building Code 2012.Nails specified on plans are common nails. . an ductwork CLOTHS. PRESCRIPTIVE DESIGN • DEBRIS,DIRT,AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. f9.rraWhere sawn framing lumber is flush framed to engineered lumber(LVL,PSL,LSL),glued-laminated,or steel beams,set the girders 1/4"clear below top of MINIMUM UNIFORM DISTRIBUTED LIVE LOADS testing required. fming lumber to allow for framing lumber shrinkage. (in pounds per square foot) NOISE AFTER HOURS: 10. All rafters and joists shall align directly with studs below;where required install additional studs. USES($) AND OCCUPANCY CLASSIFICATION(s) USE' ' LIVE LOAD DEAD LOAD FLU:"SER CERTIFICATION ON LEAD CONTENT BEFORE • CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS ESTABLISHED AND NOTED IN THE TOWN'S CODE,EXCEPT 11. Lap all plates at corners and at intersection of partitions. USE OCCUPANCY CERTIFICATE OF OCCUPANCY LEGAL HOLIDAYS. EXTERIOR BALCONIES 60 10 • CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 12. The ends of beams shall be braced against rotation with blocking,hangers,bridging,bolting,or other means approved by the design professional. RESIDENTIAL- R-3 - DECKS (f) 40 10 SOLDER USED IN WATER 13. Built-up columns shall be fabricated as follows: SPECIAL SAFETY NOTES: SYSTEM CANNOT Fire separation Column from 2x4 members: TYPE• OF CONSTRUCTION (CHAPTER 6) SUPPLY • ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF (2) Laminations:(1)row of 8d nails on each side of column,8"O.C.staggered. PASSENGER VEHICLE GARAGES (a) . 50 (a) i0 EXCEED 2110 OF 1%LEAD. required as per THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERTY. EACH AS (3) Laminations:(1)row of 30d nails on each side of column,8"O.C.staggered. ��TTv REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH Column from 2x6 members: TYPE GROUP NYS Code THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND (2) Laminations:(2)rows of 8d nails on each side of column,8"O.C.staggered. ATTICS WITHOUT STORAGE (b,e) 10 10 HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION (3) Laminations:(2)rows of 30d nails on each side of column,8"O.C.staggered. - - CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED,THE CONTRACTOR SHALL INDICATE V B ATTICS WITH STORAGE (b,e) 20 _ 10 WHATEVER ACTION NECESSARY,OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY,IF THE WORK 14. Where posts are specified on the drawings as 4x4,4x6,etc,they shall be solid,not built up from studs. OF OTHER PARTIES OUTSIDE:OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE,HE SHOULD STOP WORK HEIGHT AND FIRE AREA PLUMBING G IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR,DEERKOSKI&ARM DPC,OR OWNER. THE BEGINNING OF WORK SHALL INDICATE 15. Where wood posts are specified above and below a level of floor framing,maintain the same cross sectional area through the thickness of the floor either by ROOMS OTHER THAN SLEEPING ROOMS ,f V'B `` SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. continuirpg the post,adding LVL blocking underneath,or adding a beam of the same Width as the largest post. 40 10 y ALL-PLUMBING WASTE HEIGHT FIRE AREA &.•WATER LINES NEED PROJECT: 16. M9re wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. - SLEEPING ROOMS ,30 10 TE�'I'1i`G REF'0RE CO`rERING • PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS ' HEIGHT. BUILDING. • • SINGLE AND MULTIPLE-STAT ON IN ACCORDANCE WITH STATE,FEDERAL,AND LOCAL CODES. 17. Provide cross bridging at maximum 8'-0"o.c.for all joists. THE VERTICAL DISTANCE STAIRS 140 (c) 10 • CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER,OR ELECTRICAL SERVICES TO THE OWNER. 18. No joists shall be cut,notched,or have holes added without approval. FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT • CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST,DIRT,OR OTHER SUCH INCONVENIENCES TO 19. Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof,unless noted otherwise. OF THE HIGHEST ROOF AS PER TABLE 503 GUARDRAIL AND HANDRAILS (d) 200 (C) 10 THE OTHER NEIGHHBORS. p SURFACE = 29'-9" PROPOSED RESIDENCE 20. Where the bottom ply of the top plate is interrupted by a raised header beam,no splice in the top ply shall be located over the header or within T-0"of each AS PER SECTION 502 OF ROOF 30 10 DEERKOSKI&ARM DPC: end of the header or the splice shall be located at midspan of the header with 12 10d nails each side of splice. THE BUILDING CODE OF NEW YORK STATE, II I I � �tl+n R �' FOR „ DEERKOSKI&ARM DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE �Q RC���j'? 21. Do not install non-load bearing partitions below load bearing beams until all load bearing framing is completely installed,including roof framing ) �� J N S D EVE LO P M E N T DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR,BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT o ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- BETWEEN THE DRAWING USER AND DEERKOSKI&ARM DIPC. TOTAL HEIGHT FROM RIDGE TO GRADE 29'-9 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 22. All bolt holes in load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI&ARM DPC.HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, ONE el. 40.0' ABOVE SFA LEVEL REFER TO BUILDING ELEVATIONS FOR HEIGHT BASED ON FEMA FLOOD b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK MANUFACTURED WOOD PRODUCTS 1720 BAYSHORE ROAD AND FURTHER SHALL HOLD DEERKOSKI&ARM DPC HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ELECTRICAL SOUTHOLD NEW YORK CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI&ARM DPC. 1. LVL(Micro Lam)Beams:Manufactured by iLevel by Weyerhauser.Fb=2600 psi,E=1,900,000 psi. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING I�tSPECTI SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS,CONTRACT OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ON REQUIRED DOCUMENTS,MANUFACTURER'S SPECIFICATIONS,AND ANY CODE HAVING JURISDICTION. 2. PSL(Parallam)Beams:Manufactured by iLevel by Weyerhauser.Fb=2900 psi,E=2,000,000 psi LUMBER SPECIES AND GRADE STRESSES. 1!® DOCUMENT NOTES: 3. PSL(Parallam)Columns/Posts:Manufactured by iLevel by Weyerhauser.Fc=2500 psi,E=1,800,000 psi d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. THE CLIENT AGREES,TO THE FULLEST EXTENT OF THE LAW,TO INDEMNIFY AND HOLD DEERKOSKI&ARM DPC.HARMLESS FROM ANY CLAIM, 4. TJI members:Manufactured by iLevel by Weyerhauser. DRAWING TITLE: LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE,FOR THE INJURY OR ECONOMIC LOSS ARISING OR ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER e) SEE SECTION R502.2.1 'FOR DECKS ATTACHED TO EXTERIOR WALLS ALL ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 5. LSL members:Manufactured by iLevel by Weyerhauser. GENERAL NOTES 6. Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating TABLE &402.2 UO NOT'PROCEED WITH t MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE FRAII'll{ti(a U"'LTTE SURVEY the proposed substitution. GENERAL NOTES OF FOUNDATION LOCATION 7. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturers specifiers guide,unless noted otherwise. MINIMUM SPECIFIED HAS 8-4 1. All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications,including the New York COMPRESSION STRENGTH (a) (fe) LLAPPROVED. State Building Code 2015. PLYWOOD AREAS OF NEW STRUCTURE TYPE OR LOCATION OF CONCRETE CONSTRUCTION 2. The Contractor is responsible for all temporary shoring,bracing,and sheeting and shall make safe all floors,roofs,walls and adjacent property as project 1. Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and use,with an index stamp visible on all sheets,and CRAWL SPACE NA WEATHERING POTENTIAL SET: ISSUED FOR: DATE: conditions require. made with exterior glue.Sheathing shall be of the following thickness:Roof 5/8"or 3/4".Floors 3/4"tongue and grooved.Walls 1/2" SEVERE (b) BASEMENT NA PERMIT SUBMISSION - October 9th, 2019 3. The Contractor is responsible for means,methods,techniques,sequences or procedures of construction;for coordination of the work of all trades,and for 2. All plywood shall be glue nailed to floor joists using APA approved construction adhesive(PL400 or approved equal.)Use ply clips or other edge support as FIRST FLOOR 1263 BASEMENT WALLS, FOUNDATIONS AND OTHER site safety. required for plywood sheathing. c500, 2 CONCRETE NOT EXPOSED TO THE WEATHER SECOND FLOOR 1352 (c) 4. The Contractor is responsible to coordinate a pre-construction meeting to review structural plans.Meeting attendees shall include,but not be limited to,the 3. Leave 1/16"space at all plywood panel end joints.Leave 1/8"space at all panel edge joints if not tongue and grooved. OPEN FLOOR 'SPACE INC contractor,project architect,project structural engineer,framingi subcontractor,and concrete subcontractor. METAL WOOD CONNECTORS THIRD FLOOR NA BASEMENT SLABS AND INTERIOR SLAB ON 5. Upon execution of the contract,the contractor agrees to indemnify and saves harmless the owner and engineer of record forever from and against losses BALCONY 48 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) and claims,demands,payments,suits,actions,recoveries,and judgments of every nature and description,Including attorney's fees,brought against the owner or 1. Simpson products installed per Wood Construction Connectors 2011-2012(C-2011)by Simpson Strong-tie. LOFT NA the engineer of record by reason o"act or omission of the contractor,or a subcontractor to the contractor,or of an individual,group,or entity,directly or ATTIC (HOUSE)(o) NA indirectly employed by the contractor or such subcontractor,in the performance of work for,or the rendering of services to the owner. 2. Use common nails at all metal wood connectors. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ATTIC (HOUSE)(b) NAOTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 6. Deerkoski&Arm DPC is not retained for the construction phase to review the structural drawings and specifications with all trades involved in the 3. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on plans DETACHED GARAGE NA 3,000 (d) completion of the proposed work or to make periodic observations of the progress of construction.Deerkoski&Arm DPC is not retained to provide construction ATTIC (GARAGE)(a) 472 administration services,the client assumes all responsibility for Interpretation of the structural documents and for construction observation and waives any claims 4. Install Simpson face mount hangers at all flush framing conditions.Use face mount hangers specked in iLevel Joist specifier's guide TJ 4000 and!Level against Deerkosk!&Arm DPC that may be in any way connected thereto. Beam,Header,and Column specter's guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan. BONUS ROOM NA PORCHES, CARPORTS AND STEPS EXPOSED TO 7. Structural drawings shall not be used for construction unless noted"Issued For Construction".Drawings used for bidding purposes shall not be used for 5. Provide metal hurricane anchors at each rafter.Unless noted,use Simpson H2.5A or as required by the local governing building code. SCREENED PORCHES NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) construction. SUNROOM NA SEAL: DATE: 6. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. DECKS PAT90S NA FOUNDATIONS COVERED PORCHES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa October 9th, 2019 7. Where ACO or CuAz wood preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel.Alternate methods (a) AT 28 DAYS PSI 1. Building foundations shall bear driven timber plies as specified on the drawings. for protection against corrosion of connectors and fasteners must be approved by the design professional. COVERED ENTRANCE 104 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL POOL HOUSE/ CABANA NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING 2. Submit fora royal the sequence of Ile driving for all Iles. STRUCTURAL STEEL PROJECT NO: Pp q P' n9 P' UNCOVERED ENTRANCES I NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 3. Pile driving equipment shall be of the rigid frame or flexible lead type.The driving shall be done in such away as to hold the pile firmly in the specified 1. All structural steel work shall conform to the following governing standards: (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) 2019 -44 position. p Design, Buildings," SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. A. AISC"Specification for the Desi n Fabrication and Erection of Structural Steel for Buildin s latest edition. DRAWN BY: B. TheAmerican Welding Society(AWS D1.1)"Code for Welding in Building Construction,"latest edition. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 4. Piles hall be of sufficient length to reach refusal.Splices are not permitted. � -- - CMA 2. All structural steel shall conform to the following ASTM specifications: ", E`� CHECKED BY: 5. Piles shall be driven with a hammer which produces not less than 10,000 foot pounds of energy r blow A.Plates:ASTM A36 Y, y. p p 9y B.Rolled W-Sections:ASTM A992 Grade 50 1. All Construction Must Comply with Residential Code of NYS �- ; . ;DI :f o,� , JJD 6. All piles shall be driven to a resistance determined by a recognized pile-driving formula approved by a licensed Geotechnical Engineer.The to shall bear C.AII other rolled sections:ASTM A36 C.3 /*� - r-, �i SCALE: c 2. All Construction Must Comply with the Energy Conservation Code of NYS or in compact sand.The minimum driving resistance shall be maintained for at least the last 12 inches of driving. D. Tube Columns:ASTM A500,Grade B. * � '.I .s j� * 1/4"= 1'-0" E. All bolted connections are to be made with 3/4"A307 bolts with ASTM F436 washers,unless noted otherwise Connections are to be standard AISC Residential Code Chapter 11 r ` �. y connections. ' � `w�,. ,.i 7. A licensed Professional Engineer shall be retained bythie Owner for purposed of ascertaining that the work is installed in accordance with the plans and 3. All Construction Must Comply with High Wind & Loads Design Criteria (R301) n r.I , to SHEET NUMBER: specifications.The Contractor shall cooperate fully with the inspecting Engineer and shall give a minim of 24 hours notice before performing any pile driving F. Anchor bolts:ASTM F1554 Grade 36.3/4"diameter unless noted otherwise on drawings. n s (a) WITHOUT STORAGE 130 MPH Requirement aT ' ' (I operations. 3. Welding electrodes shall be ASTM A233,Class E70XX.Use low hydrogen electrodes for A572,Grade 50 steel. (b) WITH STORAGE 4. All Construction Must Comply with Wind Borne Debris Protection (&301.2.1.2 & BCNYS 1609) �O U�; n7?. y LjC"� 8. Any piles which exceed the tolerance specified herein or are in any way damaged so that they are no longer serviceable shall be considered unsatisfactory 1 Oar_ G 1 and shall be removed and replaced. 4. Shop paint interior steel members with primer.Verify that the finish coat is compatible with the primer before applying and notify design professional if it is not. j Field paint as per Architectural drawings and Specifications, DEERKOSKI+ARM ASSOCIATES, DPC. NOTE 9. All exterior foundations shall be placed below the local frost line. DEERKOSKI+ARM ASSOCIATES, DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR, BUILDER,TRADESMAN OR WORKER 5. Shop and erection drawings shall be submitted to the design professional for review and approval.No fabrication of steel shall commence without approved SHALL INSTIGATE HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI +ARM ASSOCIATES, DPC. 10. Do not excavate lower than the bottom of any existing foundation.Consult JS if this condition may exist. shop drawings.Shop drawings shall conform to customary AISC detailing standards. DOB NUMBER: OF THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI+ARM ASSOCIATES, DPC HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS JAMES J DEERKOSKI, PE 11. Preservative treated sills shall be anchored to the foundation wall with 1/2"anchor bolts with a 2'�"90 degree hook at the end.The bogs shall be 6. All beams except cantilever beams shall be fabricated with natural Amber up.Cantilever beams shall be fabricated so that natural camber raises AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD DEERKOSKI&ARM ASSOCIATE, DPC.HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF HE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR T NTR © OEERKOSKI + ARM DESIGN AND ENGINEERING DP embedded 7"into concrete or solid grouted CMU block.Locate bolts not more than 12"from corners,at sides of openings,and at 4'40"o.c.. cantilevered end. WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI+ARM ASSOCIATES, DPC SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT Coordinate the locations of anchor bolts to align with vertical strapping for high wind reinforcement. DOCUMENTS,LOCAL AND STATE CODES AND MANUFACTURER'S SPECIFICATIONS. DG Erzt-- �sC � + ARm NOTE: NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE DE6[GN & ENGINEERING DPCC ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS WITH THE PLUMBING CODE OF NEW YORK STATE AND THE DEERKOSKI + ARM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL DESIGN AND ENGINEERING DPC GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 3" THROUGH ROOF 3 631-767-6071 CRAIOQaDASTUDIONT.COM" THROUGH ROOF 3" THROUGH ROOF ENGINEER OF RECORD: II II II ROOF / 3" I ( ENGINEERI11 N 11 G '31, 2' structural engineering services • consulting 3" .. JAMES J DEERKOSKI P.E. 3- 2 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 3" 3' OWNERSHIP&USE OF DOCUMENTS: 2" .3" These drawings and specifications including the ideas,design 2.1 2 to and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering,DPC. 2" 2" 2' 3.1 2 2 3 No part thereof shall be copied,disclosed to others or used in WASHER connection with any work or project other than for which they have been prepared without written consent. 2 SECOND FLOOR Drawings&specifications,as instrucments of professional 2,• 2,� 3 2 2 2.. 3.. service,are and shall remain the Property of the engineer. toWORK NOTES: 2•' •• 3 3" 3" LAUNDRY MASTER BATH GUEST SUITE BATH .3 2" 2" 2" 2,> 3" nw 1 3., 2.. 2.. ., 2" FIRST FLOOR 3 3' 2' 2' 2" POWDER ROOMS�. KITCHEN 3,. MUDROOM BATH ,3.. 3.> -3 3' C.O. 4" F.A. VENT 6 C O_ " C.O. C.O., ABOVE GRADE C.0. C.0. C.0. q C.0. 4,> 40. 4>, ,> SEPTIC CDHS SYSTEM ROVED 4" CI HOUSE TRAP PLUMBING RISER DIAGRAM (NO SCALE) PROJECT: PROPOSED RESIDENCE FOR JNS DEVELOPMENT 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 SEAL: DATE: October 9th, 2019 PROJECT NO: 2019 -44 DRAWN BY: CMA �rY 7F NEIN CHECKED BY: SCALE: JJD V, t0 SHEET NUMBER: 1T, I' _ I Q�7 G-2 DOB NUMBERI OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP -„�rw� �\R�L:- RI'111I + ARM F-rr 4SzIGN & ENCsINEERING DPC SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION DEERKOSKI + ARM USE A MINIMUM OF DESIGN AND ENGINEERING DPC H MTS 2 0 L T S 2 0 TWO Bd NAILS THIS D - I LA SIDE OF TRUSS, ALL WABLE LOADS t� LOAD 1 6 LIBRARY AVE. SUITE C FASTENERS �•LATERAL WITH TOTAL FOUR 0 e• o WESTHAMPTON BEACH NY 11978 MODEL GA UPLIFT UPLIFTCODE Bd NAILS 631-767-6 NO. TO AVG (,33/160) NAILS REF. RATO TO FTERS/ PLATES STUDS ULT. (133} (160) F fz (133& STU TRUSS STU — °0 071 CRAIGDASTUDIONT.COM Ca� ENGINEER OF RECORD: TRUSS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION y '' SIMPSON PROVIDE (1) HGA10KT ON H7 16 4-8d 2-8d 8-Bd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER SIDE CEILING JOIST N AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES H6 16 8-8d B-Bd 3983 915 950 650 E N G I N E E R I N G 5, 44 _ e structural engineering services ° consulting DIMENSIONSFASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ART�'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO ONA]L ° MODEL GA AVG CODE INTO N0. MAX. CLEAR ULT. LFTA! LFTA REF. PLATES °p o ', JAMES J.DEERKOSKI P.E. DT PAM L QTY DIA 1�" 2" 2�" 3" 3�" 1�" 2" 2�" 3" 31" EIGHT a . 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 INTO SP4 LFTA 16 2r17" 381"16-10d — 4200 1205 1400 5, 44, 85 INTO STUD OWNERSHIP&USE OF DOCUMENTS: o DOUG-FIR LARCH / So. PINE FASTENERSZ ALLOWABLE UPLIFT LOADS These drawings and specifications including the ideas,design MODEL LAVG 10d 10d x 1}" CODE °° and arrangements represented therein,are the property of ULT. REF. 11 ° Deerkoski+Arm Design&Engineering, DPC. N0. 10d tod x 1r (133 / 160) (133) (160) L S T A 2 i °e No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they ° °e MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 126 o e have been prepared without written consent. 4 oe °° Drawings&specifications,as instrucments of professional MTS20 20 14-10d 14-10d x 1i" 3116 1000 840 1000 3, 41, 126 service,are and shall remain the Property of the engineer. ° Simpson Strong-Tie WORK NOTES: LST20 20 12-10d 12-10d x 1j" 2383 775 720 720 3, 41 HGA10 e 0 DOUG-FIR-LARCH Equal number of •° TYPE OF DIRECTION S0. PINE CODE LFTA s ecifled nails in MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. P FLOOR ROOF (133/ NOT10N 100 125 160 each end Simpson Strong-Tie G 515 645 1 670 C S 16 LTP4 5 J 515 645 1 570 1 6, 39, 97 DETAIL "E" ART5.x,2 DETAIL "H" DETAIL "K" H 515 645 670 8 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSI""(DF/SP) (133) HOLDOWN HDLDOWN STUD DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2a AT HIGHEST REF. CNW- NO. ANCHOR ALTS ULT ALLOWABLEAT T BASE BODY � OLTS IN VERTICAL WOOD MEMBER ALLOWABLE COUPLER NUT GA GA HB SB W H B SO CL DIA5-° DESIGN LOAD DESIGN QTY DIA 1i" 2" 2J" 3" 1 31" 1 51" LOAD WHEN RAISED OFFTHE SILL PLATE STU $„— HD2A 16 '12 4A” 2�" 2 8" 2y�" 1" 1 �" 2 �" 12150 1555 2055 2555 2775 2775 2760 0.058 0.077 2, 43, 62 I'. ,�SIMPSON TAKE-UP WASHER MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG L STUD PLATE ULT. OF SP CODE W (133) (160) REF. SP4 34" 7J" -10d x 1}" — 917 735 885 7, 40, 127 ° ART�02 ARTg"X12 °•° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS FLOOR (133) (160) REF. LSTA21 20 11.; " 21 - 905 1205 1 1295 7, 4D, 90 Q° MODEL DIMENSIONS FASTENERS (TOTAL) 0 ALLOWABLE TENSION LOADS CODE 0 NO. GA W L NAILS FLOOR (133} (160) REF. 0 100 0 MSTA24 18 1 24 - 1025 1370 1640 7, 40, 90 '' o TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS NO, END GA CUT LENGTH (TOTAL) t z SPACING REF. (LENGTH L (100) (133 / 160) OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 16 CLEAR SPAN +31" 28-Bd 1235 1650 24" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION o HEADERS AVG UPLIFT FLOOR 1D0 SNOW 115 ROOF 125 CODE Simpson Strong-Tie No. GA BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H B 10d 16d JOISTS ULT. (133}(160) 10d 16d 1od 16d 1Dd t6d REF. o LUS46 ALL LIABILITIES ON THE CONTRACTOR. ° LUS45 18 3 " 4J" 2 4-16d 4-16d 6076 1140 1160 —11000 1150 1250 7, 40, 127 0° HUS210-2 14 3a" 9a"', 2 8-16d B-16d 6076 1755 2105 —11650 — 1900 2065 1, 36, 84, 122 ° DOUG-FIR L INE ALLOWABLE LOADS MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE M OD GA (133/160) REF. ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) 1, SIMPSON Fz 160 TAKE-UP WASHER HGA10KT 14 4-SDSJ"x1}" 4-SDSJ"x3" 1523 435 435 1165 940 H6 pson Strong- Tie DETAIL "I" PROJECT: DETAIL "F" HD2A CN W- USE A MINIMUM OF COUPLER NUT TWO 8ol NAILS E OF TRUSS. STU 88" SIDE - PROPOSED RESIDENCE ° . " TOTAL FOUR SIMPSON FOR Bd NAILS TWW 0 o A MINIMUM OF TAKE-UP WASHER O Bd NAILS THIS MTS 16 J N S DEVELOPMENT INTO TRUSS SIDE OF TRUSS, MTS16 TOTAL FOUR • 0 : HD2A 8d NAILS ARTJ'x12 INTO TRUSS -_- 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK TWO ° F1 B AIL � PLATES °0° 0 " ANCHOR BOLTS EIGHT TWO ii SP4 ( DRAWING TITLE: Bol NAIL 8d NAIL INTO STUD Simpson Strong-Tle PLATES °p DETAIL "A" CNW- COUPLER NUT H7 EIGHT-' SP4 II GENERAL NOTES Bol NAIL ® _ INTOSTU LSTA21 SIMPSON STUD Simpson Strong-Tie °e° ° SIMPSON H7 °° a TAKE-UP WASHER LFTA LSTA21 Strong-Tie LFTA °° HUS210-2 °°° LFTA °° SET: ISSUED FOR: DATE: 0. BP PERMIT SUBMISSION - October 9th, 2019 I'. "Di" 11 Ir n " DETAILDETAIL G DETAIL J LTP4 Simpson Strong-Tie I LTP4 RDD SYSTEM DETAIL "L" LTP4 I , SEAL: DATE: �oe° DETAIL "C" October 9th 2019 Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY NO SUBSTITUTI❑NS Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PROJECT NO: SHEATHING NOTES: All f raving hardware shown on these plans, 2019 -44 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST unless otherwise indicated, is Simpson Strong-Tie, DRAWN BY: & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO No substitutions are approved or authorized, CMA LTP4 DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CHECKED t�F�'-y CHECKED BY: LTP4 Due to the relationships of framing hardware to 0 �\ JJD Simpson Strong-Tie Tie (1 ) SHEATHING TO BE NAILED TO CCA SILL the other components of the structure, any framing , ,. SCALE: P g- "'` "`a Cr 1/4 - 11-091 Floor-to-Floor Connections (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM hardware substitutions will render these plans k z� SHEET NUMBER: (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES null and void, and will result in the installer/contractor U: (4) SHEATHING TO BE NAILED TO TOP PLATE assuming responsibility for the design and �h.�� J�� aA� performance of the entire system, G-3 DOB NUMBER: OF JAMES J DEERKOSKI, PE © OEERKOSKI + ARM DESIGN AND ENGINEERING OP + ARm C ` DE:Slr N & ENGINEERIN113 DPG l THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING IN DEERKOSKI + ARM JOIST DETAILS Plate nail-16d ALLOWABLE HOLES - TJI® Joists DESIGN AND ENGINEERING DPC When sheathing thickness exceeds%8'' IRC 502-7 re Load bearing or shear wall above trim sheathing tongue at rim board (0.135"x 3Y")at Floor panel nail-8d quires lateral INTERMEDIATE BEARING 2"on-center restraint(blocking)at all (must stack over wall below) Load bearing or shear wall Min distance from Table A Min.distance from Table B any hole may be cut 1 6 LIBRARY AVE. SUITE C Web Stiffeners 2x stud wall at (0.131"x 2Yz" at 6" ( g) NO LOAD BEARING WALL ABOVE g Ivo netdcut Do not cut holes larger anywhere in web out- Plate nail-16d 0.135"x 3yz" ) intermediate supports in above(must stack over wall notes in , )^ WESTHAM PTC N BEACH NY 11978 - Plate nail ( ) 16"on-cer>ter on-center pP than t/^rncantltever side of hatched zone required each side below when r hatched Plate nail at 16 on-cerlteP Seismic Design Categories Web stiffeners required present) 631-767-607 1 CRAI G�a DASTLIDIDNT.COM at A2W Web Stiffeners required Blocking Floor panel nail-8d(0.131"x 2yz') D0,D1,and D2 to Blockin anel Zones DO NOT panel at 6"on-center` each side at A3.4W ng 9 P each side at B3W g panel i" ENGINEER OF RECORD: Attach panel diaphragm.strethe floor 2x4 minimum Blocking 6 O '7 O flange. `(T' •:J cut or notch flan e 1Ya"TimberStrand LSL6" / Web Stiffeners required per code or rim board.* squash blocks im each side at A3. W specification g" L1 2x D1 Di Closely grouped round L2 2 x L2 Rim-to-joist ® 12" Toe nail-10d(0.131"x 3") B1 B1 W minimu holes are permitted it minimum nail 1Y"TimberStrand LSL or at 6"on-center ( (applies to all holes the group perimeter Toe nail iLevel®1Ys"rim board.* min. Ys End of joists at except knockouts) meets requirements for E N G I N E E R I N G When sheathing thickness 3 round or square holes. centerline of q Toe nail Toe nail-10d(0.131"x 3") exceeds Y8",trim sheathing For rim board thicker than 1 /" structural engineering services • consulting Web stiffeners DO NOT at 6"on-center* tongue at rim board -Attach TJI®Joist to rim board with one 10d(0.128"x3'7 support Table A - End Support cut holes In cantilever required each side at Minimum distance from edge of hole to inside face of nearest end support reinforcement. TJI®rim joist nail.Top nail from TJI®joist into rim board. q Web Stiffeners For rim board thicker than 1 Ya" Install proper blocking to B1 W and B2W g PP required each side 3 �, p P g -Connect comer with four 10d(0.128"x3")nails.Toe nail Must have 1/4 minimum -Attach TJI Joist to rim board with one 10d(0.128'X3") support all panel edges from side of parallel closure into rim board Blocking panels may be Blocking panels may be required JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE JAMES J.DEERKOSKI P.E. DEPTH 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 at Al W nail.Top nail from TJh joist into rim board. B2 62W required with shear walls 63 B3W with shear walls above or below B4 2" 3" a" a" sy" T' e;�•• tr' 13" r' 3'• a" s" sY" T' a;�^ tr' 13" Al Al W A2 A2W joist bearing at ends.Attach rim joist per A3 detail. -Connect comer with four 10d(0.128"x3")nails.Toe nail *See(Level TJI 1 Joist Specifier's Guide, #TJ-4000, and above or below-see detail B1 (See detail B1) 110 t'-0" 1'-5' 2'-o" 2'-5' 5'-0" 1'-0" l'-6" 2-15" 3'-6" 4'-6" O O O O from side of parallel closure into rim board O A3.4 iLeve/8 Rim Board Specifier's Guide, 4TJ-8000,for 9y„ 210 +'-0•' 1'-6" 2'.0" 3'-0" 5'-0^ 1'-0" r-0^ 2'-6" a'-o" 6-0" OWNERSHIP&USE OF DOCUMENTS: A3 A3.1 A3.2 A3.3 .Conventional construction code minimum for use with A3.4 W additional installation specifications and applications. 230 l'-0" z'-o" 2'-6" 3'-e 5'-15" T-O" 2'-O" 3'-0~ 4'-6" 6-0" 360 1•-6" 2'-0" 3'-0" 4'-0" 5-0" 1'-6" 2'-6" T-6" 5'-0" V-6" A3 only. See the iLevel TJI®Specifier's Guide,#TJ-4000, Nail through 2x cantilever,wood backer and 110 '-0" 1'-0" T-0" 1'-0~ 2'-15" 2'-6" 5'-0" " l'-0° '-6" '-" 4•-6" 4'-6" -O" ® 9 These drawings and specifications including the ideas,design A3W p 3.1 A3.2 A3.3 and the iLevel®Rim Board Specifier's Guide,#TJ-8000, 1m TimberStrand LSL or iLevel 1Ya" Blocking TJI®joist web with 2 rows 10d r„ 210 1L 1'-0" l'-g' l'-6" r-6" 3'-0" 5'-6" 1'-0" l'-O" 2'-0" 3'-0" V-0" -6" 6'-6• O O O O for A3.1 A3.3 installations specifications and applications. ® 7 rim board.Nail to blocking panel ++,( 230 0" 1'-0" o" r-o" 3'-0' 3'-5 6'-0" 1'-0" t'-0" 7-0" 3'-0" 5'-6° 6-s" T-0" and arrangements represented therein,are the property of P PP 6'-0"length of TJ joist 8"diameter maximum hole for 11/"- with connections equivalent panel (0.148"x 3")nails at 6 360 1'-0" l'-0" 1'-6" z'-6" 4'-6" 5'-0" 7'-0" T-0" 1'-0" z'-5' a'-o' V-6 6'-6" T-6" Deerkoski+Arm Design&Engineering,DPC. reinforcement and filler 16"deep blocking panels;6"diameter 1Ya"TimberStrandm LSL or iLevel 1Y"rim oncenter,clinched.Use 560 1'-0" 1'-0" l'-6" T-O" 6-0" 5'-s" e'-o• 1'-0" r-o" T-15" 5'-0" T-0" T-6" 8'-0" to floor panel schedule. „ No part thereof shall be copied,disclosed to others or used in , � „ block.Use 4'-0"length maximum for blocking panels 9Yz" board.Nail with 10d(0.128"x 3")nails, Attach reinforcement to joist 16d(0.135"x 3y)nails with 110 +'-o" 1'-g' 1'-0" +'-g' 1'-0" 1'-0" z'-s° 5'-0" t'-o" 1'-o~ 1'-0" 1'-s" 3'-s" a'-o" s'-o~ s'-o" 3 TJ joist 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" T-0" 5-0" t'-o" 1'-0" 1'-0" 2'-0" a'-0" a'-6" 6'-6• T-s" connection with any work or project other than for which they Web stiffeners 4-0' length of 8 diameter maximum hole for 11318"- with 9Yz'and 117/8'TJ IQ) deep or shorter than 12 long. one each at top and bottom flange. with one 8d(0.131"x 2Yz'") Y2 j Load from above required both 8"diameter maximum hole for 117/8'- Y4"reinforcement 16"deep blocking panels;6"diameter joists. Do not cut flanges. nail at each corner flange widths. 14" 230 1'-0" 1'-0° l'-0" 1'-0" T-5' 2-0" T-6" 6'-15.1 1'-0" 1'-0" 1'-0" z'-0" C-0" 6'-0" T-0" 9'-0" have been prepared without written consent. sides at E1 W 16"deep blocking panels;6"diameter on one side at E2, maximum for blocking panels 9YZ' 360 1'-O" 1'-0 '-g' 1'-0" z-6" T-0" V-6" e'-o" 1'-0" 1'-O" 1'-0" z'-s" V-5' 6-6" s'-o" 9-6" both sides a E3 dee or shorter than 12"Ion Attach reinforcement to joist Horizontal blocking panels 660 r-O" 1'-g' r-0" r-o" z-6" 3'-0° 6'-0" 9'-0" r-o• 1'-0" r-5' T-15° 6-6" T-0° 9'-O" 10'-0" Drawings&specifications,as instruements of professional maximum for blocking panels 9YZ' p s s ( between each joist.Nail to to pp 2to 1'-0" 1'-0.. 1-0" 1'-0" 1'-0" 1'-0" 1-s^ 3'-s" 6'-0" 1-0" 1'-0" t'-o" 1'-0" 2'-6" 3'-6" 6'-6" E'-0" 10'-6 service,are and shall remain the Property of the engineer, deep or shorter than 12"long. Do not cut flanges. 1Ya"TimberStrand LSL Ith one 8d 0.131"x 2YZ') j p F1 applies to 230 1'-0" 1'-0" o" 1'-0^ t'-o" t'-o" r-o" a'-o" s'-s" 1'-0" t'-o" t'-o" l'-o" 3'-0" 3'-s" 7'-0" s'-o" 11'g' YB Do not cut flanges. or iLevel 1Ye"rim board. E5 ail at each corner plate with connections equivalent uniformly 115' *mInimum 12"length of Y4' to floor panel schedule. loaded joists sso r-o" r-c0" " " ~ ' ° ' " ' " " " ' " ' ° WORK NOTES: 1X4"TimberStrand' LSL reinforcement on only. 1'-0 1'-0 1'-0 1'-0t'-0 1'-0 ' ' ' ' ' ' ' ' ' ' 'Attach reinforcement to one side at E5, 3 Wood J� sso 4" 5" 6" 7" a„" 10" t2" 1a" 1r' a' a^ s" r' s^ to" tr'' ts t7 or iLevel 1Ya"rim board. 12 length of/4joist web with 3 rows 10d both sides at E6 reinforcement on backer s �a��\\eJet oa\1� 1s iso r-o" r-o" r-0" 11 r-o" z'-0~ 5'-0" 10'-0~ r-o r-o" r-o" 3'-0" 5'-0" 10'-0" 1r-o" 13'-sFull de fit vertical 560 1'-0• 1'-0" 1'-0" 1'-0" 1'-0" ' " ' " ' " 1'0" 1'-0" 1'-6" 4'-0" 6'-6" 11'•0~ 12'_0~ 14'-6(0.148"x 3")nails at 6" P Oone side at E7, `fie cDdsblocking between E7 e 360 1'-0" 1'-0" t'-0" 1'-0" 1'-Don-center,clinched.Use 2 both sides at E8 � use •o� ` zo"2x4 Attach reinforcement A° „ 7 „ each joist O (� p�E 560 squash blocks to joist flange with 8d(0.131" 2 \�� row®with 9y and 11/8 a1 TJI joists. Less than 5" Less than 5" ` Table B - Intermediate or Cantilever Support x 2%")nails at 5'on-center. 1Ya"TimberStrand& LSL or 2A a�` When reinforcing both sides, ® E6 E8 Minimum distance from edge of hole to Inside face of nearest Intermediate or cantilever support Use 2x4 minimttm squash blocks to �� 9 E4 CS iLevel®1Ya"rim board Face grain �a� stagger nails. Not for use with 31/2"TJI joist flange widths * WEB STIFFENER ATTACHMENT JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE transfer load around TJI®joist horizontal gg Ga TJI® closure,typical. \-Lc DEPTH 2„ 3„ 4,• S, 6X^ T• 8%" 11" 13•, 2" 3„ 4„ 5^ BY,•• T, CA" 11„ 13" E1 E1W E2 E3 Option#1: 1" � Ye"minimum EXTERIOR DECK ATTACHMENT 23/4"maximum lie 1'-6" 2'-6" T-0" 4'-0" T-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" TJI®Joist blocking with end (156 for TJ 9y„ 210 2'-0" 2'-6" 3'-6" 4'-6" T-6" r-0" T-O" 4'-0" 6-0" 7'-0" Structural exterior sheathing Apply Subfloor blocks installed at y3 joist-span 560,560D, 230 2'-6" T-O" 4'-0" 5'-0" 6-0" 2'-6" T-0" 4'-6" 6-6" T-6" s47 joist) Filler block:Attach with ten 10d(0.128"x adhesive to all locations using j ) Web stiffener each side. 360 3-0" a'-o" 5'-s" 6'15" s'-o" 3'-0" a'-6" 5'-s" 7'-6" 6-o" 3")nails,clinched.Use ten 16d(0.136'x Flashing Contact surfaces two 8d(0.113"x 2y") See sizes below. With point load from above,install web 110 1'-0" 1'-0" 1'-s" 2'15" a'-o" a'-o" a'-o" 1'-0" 1'-s• z-s" a'-o" s'-s" 7'-0" s'-o" 3yz")nails from each side with 3yZ'TJI® Flush bearing late required. nails or stiffener tight to top flange(gap at bottom 210 t'-0" 1'-0" '-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6• 7-6" 8'-0" 10'-0« 9 P q an Tight fit* flange)when there is no support below. 11r,I" 230 1•-o" 2-0" z'-s" 3'-6" 6-0" V-6" T-15" 1'-0" z'-15• T-6" 5'-0• e'-g' e'-15" 10'-g' Han height must joist flange widths. Use fifteen nails with Treated 2x 5Q 2Yz screws, be a minimum of 60% S j g Backer block:Install tight Maximum permitted at beam.overhang g 3,o�5t a typical Nailing Requirements sso r-s^ 3'-0 a-s" 5'15 e'-o° e'-s" 12=0° 3-0^ a'-s^ 6'o" a=o" to'-s~ 19'-g' 12'4' TJI joist depths greater than 16". ledger + ofjolst depth g P I $tc` Depth Minimum Web to to mount(tight to TJI Joist Series Number ails lie 1'-0° r-g' 1'-0" 1'-0" z'-0" 2'-6" a'-6" 8'-0" 1'-0" 1'-0' 1'zE 2-6~ s-O" 6'-0" 9'-0" IT-0- bottom ( g s (In.) Stiffener Size Type 210 1'-0" 1'-0" 1'-0" 1'-(" 2'-15" 3'-0" 5'-0" 9'-0" l'-0" 1'-0" 7-0" T-6" 6'-0" T-0" 10'-0" 12'-6" bottom flange with face �•.� See fastener 1Ya"TimberStrand LSL End Intermediate mount hangers).Attach • table below.Maintain or iLevel,1Ys"rim board. 110 All 5/"x 2%e' 14" 230 1'-0" 1'-rr' 1'-0" r-0" 3'-0" 3'-s" 5'-6" 10'-0" 1'-c" 1-0" z'-s" a'-o" s'-o" T-s" 1o'-s 13'-0" Option#2: 360 v-0" 1'-0" 2'-0" 3'-6" 6-6" 5-0" 8'-6" 12'-15" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10•-0" 12'-g' 14'-0" with ten 10d(0.128"x 3") �. 2"distance(minimum)from 2x strapping installed aty 210 All ; x 25�s" 0113'x ") 28o r-o• r_o" r-o" �'_o" r_o" 6 0" 3'_g' 3-15" s'-s" r o" 1'-0" 1 o z'-0" 1a s" 11-s" is=s" 15'0" Top " - 230&360 All /8 x 2/18 Top mount .' nails,clinched when :�; edge of ledger to fastener. joist-span locations using two hanger possible. Allowable Load/Factored Resistance(lbs) 2Y2"screws per joist,typical s31 &633 All 1"x 2%8' 3 3 79„ 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 5.15» 10'_6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 5-0" 10'_6" 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'_5, 1'-0" 1'- " 2'-0" 4'-0" Backer block Fastener 1y4"Timber5trandO iLevel®1�8'rim board Option#3: 560&547 All 2x4 16d aso 1'-0" 1'-0" 1'-0" 1'-0" 7-5' Face mount both sides of web S rim board (0.135"x 3Yz") Directly applied ceiling 4" 5" 6 7" e" 10" 12" 15" 17" 4" s" 6" •r" s" 10" 12" 115" 17" hanger with single TJI^ �"lag bolt 400/630 N.A./N.A. 18" 4 4 joist Y;'lag bolt 475/750 400/5751p 20" 16d 5 5 18„ 360 1'-0" t'-0" '-0" 1'-6" 3'•g' 6'-0" 9'-0" 15'_0„ 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'_6" 16'_6" 19'_6" Web stiffeners required if sides of When specified on the layout,one of 560D 2x4 0 ;121;0 r-o" 1,e., 1•-O" 1•-0• 2'-O" s'-0" 10'-0° 15-15" r-o~ 3'-6• 5 0" 8'&. 11 5' 16'-6" 1a'-o" 28-01" With top mount hangers,backer block required (1)This factored resistance is with a 3G gap between the rim board and deck ledger PB1 W 22" ( 135"x 3YZ') 6 11 360 1'-0" 1'-0" 1'-0" r-0" 1'-0" T-0" 6-0" 11'-g' 15'-6" 1'-O" +'-o" 1'-s" 4'-0" 7'-0' t2'-s" ts'-s" 19'-0" zt-o" H1 hanger do not laterally support at j{2 H3 as Allowable load determined in accordance with AC 124. the above bracing options Is required 2a" 6 13 20'„ ®• only for downward loads exceeding 250 lbs or for sso r-o" r-o" ro" ° r-0" r-6" 6-15" 12'-0" 16-0" 1'-0" 1'-0" 3'-0" V-0" 8'-6" 14'-0" 17'-5 19'-6" 20'-6"least of TJI joist top flange Corrosion-resistant fasteners required for wet-service applications. uplift conditions. Rectangular holes based on measurement of iongest side. • Holes may be located vertically anywhere within the web.Leave y"of web(minimum)at top and bottom of hole. FASTENING of FLOOR PANELS • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. ► Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES • For simple span(5'minimum),uniform) loaded joists used in residential applications,one maximum size round hole may be located BEAM and COLUMN DETAILS 1y2 TJIxJoists 110 210 230 or 360 560 at the center a the'Dist span provided that ed other holes occur In thep / TJh1+) Rim Board •• Pl P ( ' ). Y 1 PP Y Nail Size 110,210, 360 and JLevelt TimberStrand®LSL Microllarns Parallanla J Pa P joist. 1Y De th �"°f 14• Ryi'or 14"or SY2"or 14•'or 18"or 14"or 18"or and 230 660 1)a" TimberStrand®LSL or wider LVL PSL p 11r/a" 11 Vis" 16" 11! 16" 20' I I ,, 16" 20 • Distances are based on the maximum uniform loads from current iLevel specifier's guides.For other load conditions or hole 8d(0.131"x 2Y2") 4" 31' 6" 4" W 3" T. Filler Block(+) 2x6+%8' 2x8+ 2x6+Yz" 2x8+Yz' 2x12+Y2" Two Two Two configurations use iLevel®TJ-Beam®software or contact your iLevel representative. BEARING FOR DOOR BEAM TO BEAM BEARING AT 2x6 2x8 BEARING AT WALL OR WINDOW HEADER 10d(0.148"x T'),12d(0.148"x 3%") 4" 4" 6" 4" 4" 4" 4' (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1Y4CONNECTION CONCRETE WALL Cantilever 2x6 2x10 2x6+3 rim TimberStrand LSrlaterevel0lYs" 16d(0.,62x3Yz, 6" 6" 16" 6'121 6"(2) F. 6" /a' 2x1°+%" 2xathin 2x1°hang N� ALLOWABLE HOLES - Headers and Beams Strap per code if top plate Filler 4'x6 6'-0" sheathing sheathing sheathing sheathing Not applicable rim board or blocking for lateral applicable is not continuous over (1)One row otfasteners permitted(two atatnrtting panel edges)Tor diaphragms.Stagger nails when using 4"on-center spacing and maintain Ye"Joist antl panel edge (Detail E4) (Ong (Ong 4'-0"long 6'-0"long 4'-0"long 5-0"(Ong support distance.For other applications,multiple rows of fasteners are permitted lithe rows are offset at least y"and staggered Pp header / PP p � � Backer Block(1) 1.55E TimberStrand®LSL Headers and Beams / (2)Can be reduced to 4"on-center If nail penetration Into the narrow edge Is no more than 1 Ye'(to avoid splitting). (Detail F1 VB"or X" / y4'Or y8" 1"Net 2x6 2x8 202 or H2) 2 x diameter of the / •Recommended nailing is 17'on-center in field and 6"on-center along panel edge. •14 ga.staples may be substituted for 8d(0.113"x largest hole(minimum) ((1)ifnecessary,increase filter backer bock height/w face mount han ers and maintain/s"gap at top olJolst;see detail W.Filler and Fastening requirements on engineered drawings supersede recommendations listed above. 2K)nails if minimum penetration of 1"into the backerb/ock lengths should accomodate required nailing without splitting 12"minimum for backer blocks and 24"minimum for fillerblocks). Y3 depth Allowed hole zone TJI®joist or rim board is achieved. Top mount •iLevel recommends using a non-polyurethane subfloor adhesive on all contact points hanger % between panels and floor framing. • Maximum spacing of nails is 18"on-center for _ Protect untreated TJI®joists. ° O O Face mount wood from direct •Nailing rows must be offset at least)/2"and staggered. Joists must d laterally supported at ° ° ° • ° hanger PROJECT: Column contact with cantilever and end bearings by blocking Headeror Beam Maximum Round L1 L2 L3 See current(Level®literature L4 concrete panels,hangers,or direct attachment to for framing connectors a rim board or rim joist. Safety bracing 1 x4 Depth Hole Size g minimum)at 8'on 6' B„ y, 9Yi 3 Silent F/oo►�joist framing ) ( 11Y4'-11 /8 35/e' on-center for TJI® 110 Joists)and 14'-16" 4%" MULTIPLE MEMBER CONNECTIONS does not require bridging or extended to a braced end wall. See Illustration for allowed hole zone FOR TOP-LOADED BEAMS(1) mid-span blocking E1 Fasten at each joist with General Notes two 8d(0.113"x 2Y2")nails minimum • Allowed hole zone suitable for headers and beams with PROPOSED RESIDENCE (see WARNING), uniform and/or concentrated loads. 13/"-Wide Pieces: FOR • Round holes only • M inimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. • No holes in headers or beams in plank orientation. +�N S DEVELOPMENT • Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. DO NOT bevel cut H2 for 14"and deeper beams ELEVATED joist Other iLevel®Trus Joist®Headers and Beams • If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE beyond inside face Al Rim board joint BEARING AT nails,the number of nailing rows may be COLUMN CAP of wall. E2 between joists DO NOT overhang seat cuts Microllam®LVL COLUMN reduced b one. on beams beyond the inside 1.3E TimberStrand® and Parallarrim PSL 1720 BAYSHORE ROAD y A3 y 2 x diameter of the 3Y2"-Wide Pieces: LSL hole zone hole zone Y3 depth fate of support member. largest hole(minimum) SOUTHOLD, NEW YORK /. • Minimum of 2 rows Yz"bolts at , 24"o.c.staggered DO exNcept as IndiOT cut, cated h or mill �'J holes in headers or beams "''`:�•' !,,.:.:; o o Illustrations and tables. (1)Load must be applied evenly across entire � �'>.:;;�:.�'�:"•�:;:• ::;;:•;; .r. ° beam width.Otherwise,use connections for ••'` ~` ~N` CS ° . side-loaded beams. '' TJI®rimoist Microllarrm LVL and 1 DRAWING TITLE: Verify column capacity Optional 1Ya"TimberStrand® LSL ParallanMPSL 3 . Headeror Beam Maximum Round and beam bearing Additional nailing or bolting maybe non-shrink allowed hole zone Depth Hole size L5 length.See current L6 required with side-loaded multiple-member P1 P2 P3 grout O Lor iLevelO 1Y8"rim boardmiddle Y3 span 4Y8GENERAL NOTES iLevel&literature. beams.Refer to current product literature. 54' IY4" L1 d 1.3E TimberStrand®LSL allowed hole zone d 7Y;'_20" 2" 61 H1 JJ" See Illustration for Allowed Hole zone B2 General Notes TJIe JOIST NAILING REQUIREMENTS at BEARING Allowed hole zone suitable for headers and beamswith uniform loads only. SET: ISSUED FOR: DATE: TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist L5 B3 • Round holes only 14"TimberStrandS LSL or (Load bearing wall above) • No holes in cantilevers. ILevels 14"rim board. One 10d(0.129'x 3") P • No holes in headers or beams in plank orientation. PERMIT SUBMISSION -October 9th, 2019 nail into each flange O B4 Use B1 or B2 at intermediate bearings WA R N I N G One 8d(0.113"x 2Y") g nail each side.Drive INSTALLATION TIPS with load bearing or nails at art"f angle at Subfloor adhesive will improve floor End of joists shear wall from above least 1Yz"from end. performance,but may not be required. at centerline Joists are unstable until braced laterally 1Y4"minimum bearing at Also see detail B2 of support i - �. Braced end wall- Bracing Includes: end support;3Y2"minimum Squash blocks and blocking panels carry see note 3 under • Blocking • Sheathing • Strut Lines at intermediate support stacked vertical loads(details B1 and B • Hangers • Rim Board 2). 1 WARNING g Rim Joist Shear transfer:connection's equivalent to Packing out the web of a TJIS joist(with web H1 floor panel nailing sichedule stiffeners)is not a substitute for squash blocks A Rim to TJI®Joist or blocking panels. • / T r t s 1%"TimberStrand ® LSL or 3Y2"wide TJI®nm When joists are doubled at non-load bearing • _ iLevel®1Ya"rim board or joist:Toe nail with parallel partitions,space joists apart the width O / ® of the wall for plumbing or HVAC. O ,: O I%"wide TJI rim joist: 10d(0.128"x 3") L4 / SEAL: DATE: One 10d(0.128"x 3")nail nails,one each side 3yz"wide TJI`S •- . 4- •- l Exterior Deck DO NOT walk on joists DO NOT walk on Joists DO NOT stack building into each flange of TJ Is joist flange floor joist Additional joist at plumbing drop(see detail). :.�:'. O OAttachment until braced. that are lying n flat materials on unsheathed October 9th, 2019 2 Ys"'2%6"wide Til®rim ••�� • �•� •� '••<. Structural INJURY MAY RESULT. Joists.Stack only over joist:One 16d(0.139'x 3Y2"wide TJI® O sheathing beams or walls. o DO NOT use sawn 3Y2")nail into each flange rim joist WARNING NOTES: 13/,x'minimum bearing O lumber for rim PROJECT NO: Top view Lack of proper bracing during Locate rim board joint between joists. O board or blocking, P P 9 g construction can result In serious Protect untreated wood O as It may shrink accidents.Observe the following guidelines: 2019 -44 BEAM ATTACHMENT at BEARING after Installation. DRAWN BY: Shifted Additional from direct Contact with See ALLOWABLE 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. joist Plumbing drop joist concrete 1,V2'knockouts O H3 HOLES Use only 2.Establish a permanent deck(sheathing),fastened to the first 4 feet of joists at the end of the bay or braced end wall. `"' CMA 14"TimberStrand® LSL engineered lumber. 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. OF N E* ® at approximately 4 Sheathing must be completely attached to each TJI®joist before additional loads can be laced on the system.or iLevel 1Ye"rim board. n9 P N i P y �� U CHECKED BY: 12"on-center ® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ` � T � 4�O' � 6.The flanges must remain straight within 1/2"from true alignment. �L JJ D Bearing plate to be \'•� - ;';., 'F SCALE: Drive nails at an See framing plan(if applicable) flush with inside face ® r �i' ` `'} U. 1/4"= 1'-0° One 10d(0.128"x 3")nail each or iLevel'Framer's Pocket of wall or beam Silent F I o o r A A• C I iii angle to minimize �, _ side of member at bearing,1yZ' Guide for minimum end and A Weyerhaeuser,iLevel®,Microllam®,Parallarra,Silent Floors,TimberStrand®,TJI®,and Trus Joist®are registered Z. SHEET NUMBER: splitting of plate A trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. `o, ^x' `" 1 minimum from end intermediate bearing lengths. it H i �O 72 �v www' i June 2010 Reorder TJ-4015 N1G-4 This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP FASTENING SCHEDULE FASTENING .SCHEDULE TABLE R301.2.1.2 NYS IRC Windborne Debris protection BASED ON TABLE R602.3 (1) IRC 2015 CEr.r--o-r-- t + Atzm �+ p F �"� "��4 DE51CN F.x ENCstN1EERING DPC TABLE 1 Fastening Schedule for wood structural panels NAILING SCHEDULE - . NOTE: NAILING REQUIREMENTS FOR ALL STEEL HANGERS AND STRAPS TO BE PER MANUFACTURER`S ROOF SHEATHING FASTENING SCHEDULEc,b,c,d,e Fastener Panel Span Panel Span Panel Span NUMBER AND TYP SPACING AND DEERKOSKI -F ARM SPECIFICATION. 8d Common (0.131 x 2-1/2 inches) or Ring-Shrink (0. inches) Type Less than or less than or less than or DESCRIPTION OF FASTENER 135 x 2-1/2 mche5 yp LOCATION DESIGN AND ENGINEERING DPC Where Noted for Exposure B Enclosed Buildings, Roof Framing Spaced equal to 4 feet equal to 6 feet equal to i feet 16 LIBRARY AVE. BUTTE C (Except P ► g / g p ROOF FRAMING WESTHAMPTON BEACH NY 1 1978 FLOOR CONSTRUCTION " 24 inches o.C. or Less Not Wood screw a-Bd Box 16 inches 10 inches 8 Inches (2-1/2")OR 631-767-6071 CRAir. DASTUDIONT.COM BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION based anchor with 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL ENGINEER OF RECORD: Roof Fastening Zone 2 inch embedment on center on center on center CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR BUILT-UP GIRDERS AND BEAMS 20d COMMON 32" O.C.DIRECT - lenght 2 3-8d COMMON EACH JOIST,TOE NAIL Main Shelathin -to-Goble- Overhang TABLER802.5.1(9) EACH LAP _ _*"* 1 11 r o�' 1 11 11 1 1 BRIDGING TO JOISTS 8d COMMON 2 EACH DIRECT END 9 CEILING JOISTS NOT ATTACHED TO PARALLEL Wind 3 RAFTER,LAPS OVER PARTITION FLOOR JOISTS TO SILL OR GIRDER 8d COMMON 3 TOE NAIL Roof End-1�ilall Framtng9� (eaves) Na 10 Wood screw CEILING JOISTS ATTACHED TO PARALLEL PARTICLEBOARD UNDERLAYMENT 6d ANNULAR THREADED 6"O.C. DIRECT EDGES+ Velocity 1 2 3 2 3 2 based anchor with 16 inches 12 inches 9 inches 4 TABLE R802.5.1(9) EACH LAP RAFTER HEEL JOINT E N G I N E E R I N G I/4"- 314" 12"O.C. INTERMEDIATE {3-Second Panel 2 inch embedment on center on center on center COLLAR TIES 4-10d BOX (3') OR PARTICLEBOARD SUB FLOOR (RATED O.S.B.) 8d COMMON 6"O.C. DIRECT EDGES+ Gusty Location; Fastening Schedule (inches on center) lenght OR 1-1/4'X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER structural engineering services • consulting G RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 5/8" - GREATER 12"O.C. INTERMEDIATE Supported panel 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE JAMES J.DEERKOSKISTHAM P.E. a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. PLYWOOD SUB FLOORING 6d COMMON OR 6d ANNULAR 6"O.C. DIRECT EDGES+ b 6 6 6 b OF EACH RAFTER OR TRUSS 16 LIBRARY AVENUE,SUITE C,WETHAMPTON BEACH,NY 11978 /2" - LESS OR SPIRAL THREADED 12" O.C. INTERMEDIATE 150 mphtg end and edges 3h b.Fasteners shall be installed at opposing ends of the wood structural panel. 4-1 (19,132" -314") PCOMMON OR 6d ANNULAR 6"O.C. DIRECT EDGES+ P ne! f tela b 4 3 4 3 Fasteners shall be located a minimum of 1 inch from the edge of the panel. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-166d d OR COMMON TOE NAIL OWNERSHIP&USE OF DOCUMENTS: OR SPIRAL THREADED 12"O.C. INTERMEDIATE c.Anchors shall penetrate through the exterior wall covering with an embedment length of 3-16d BOX OR (718"- 1 118") I Od COMMON OR 8d RING SHANK 6"O.C. DIRECT EDGES+ Supported panel not less than 2 inches into the building frame. Fasteners shall be located not less than 2-16d COMMON END NAIL i These drawings and specifications including the ideas,design OR 8d ANNULAR OR SPIRAL THREAD 6"O.C. INTERMEDIATE b 6 6 6 b 2-1/2 inches from the edge of concret block or concrete. and arrangements represented therein,are the property of 120 mphf g end and edges S WALL FRAMING Deerkoski+Arm Design&Engineering, DPC. (112" OR LESS) 16 GAGE GALV.WIRE STAPLES 4"O.C. EDGES d.Where screws are attached to masonry or masonry/stucco,they shall be attached No part thereof shall be copied,disclosed to others or used in 318"MINIMUM CROWN, 1 518"LENGTH 7"O.C. INTERMEDIATEusing vibration-resistant anchors having a minimum ultimate withdrawal capacity pouof $ STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON connection with any work or project other than for which they Panel field 12 6 4 6 � 1,500 pounds. 3.5'x 0.162" 24'O.C.FACE NAIL (19./32"AND S/8") I6 GAGE GALV.WIRE STAPLES 2 1/2" O.C. EDGES AND have been prepared without written consent. STUD TO STUD AND ABUTTING STUDS AT 16d BOX 3/8" MINIMUM CROWN, 15/8"LENGTH 4"O.C. INTERMEDIATE 9 1s"O.C. FACE NAIL Drawings&specifications,as instrucments of r Supported panel � � � � � INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162' 9 P professional Exterior glazing in buildings located in Wood-Borne debris regions shall 16d COMMON service,are and shall remain the Property of the engineer. _ 90 mph end and edges �j 10 BUILT-UP HEADER 3-1/2"x 0.162' 16"O.C. FACE NAIL ALONG EDGES P be protected from wind borne debris. ( } WORK NOTES: WALL CONSTRUCTION Glazed opening protection shall meet the Large Missle test ASTM E 1996 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2'X0.113') TOE NAIL Panel field 12 12 6 6 6and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 OR 4-8d COMMON BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION Garage door glazed opening protection for wind borne debris shall meet 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL a. Specific gravity (G) of lumber and panels shall be 0.42 or greater. ANSI/DASMA 115. Areas within hurricane prone regions:within 1 mile DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END STUD TO SOLE PLATE 8d COMMON OR 4 TOE NAIL OR b. For Exposure B and a 2-foot overhang, of the coastal high water line were the ultimate design wind speed is 13 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24'LAP SPLICE LENGTH) 16d COMMON 2 DIRECT NAIL 130 miles per hour or greater. STUD TO TOP PLATE 16d COMMON 4 FOE NAIL OR C. an roof het 35 feel or less. DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2'x 0.135') FACE NAIL ON EACH SIDE OF END height 2 DIRECT NAIL d. Gable wall height of S feet or less from top floor ceiling to roof peak. A. EXCEPTION: SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24'LAP SPLICE LENGTH} DOUBLE STUDS 10d COMMON t2"O.C. DIRECT Wood Structural panels with a minimum of thickness of 7/16 inch 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2')OR 16"O.C. FACE NAIL 24"`O.C. DIRECT e. Provide adequate uplift hardware at truss-to-wall connections. Such connections are beyond the and a maximum span of 8 feet shall be permitted for opening OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2') 12"O.C. FACE NAIL CORNER STUDS 16d COMMON SOLE PLATE TO GIST OR BLOCKING 16d COMMON 2 " O.C. scope of this publication. protection. Panels shall be precut& predrilled to cover the glazed openings 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16'O.C.FACE NAIL INTERIOR-BRACED WALL SOLE PLATE TO 16d COMMON 12" O.C. f. When wind speed is 110 mph or greater and when median roof height is between 25 and 35 feet, with attachment hardware provided in the table below. OR BLOCKING (AT BRACED WALL PANELS} 2-16d COMMON 2 EACH 16'O.C.FACE NAIL use 8ring-shanknas . x -1/2 inches cof able end walls, Label all panels and store in a clean dry area of the house. d PARALLEL JOISTSil0135 2 ) within 48 inches $ Attachments shall be provided in accordance with the table 16 3-i6d BOX END NAIL DOUBLE TOP PLATE 10d COMMON I6" O.C. DIRECT WALL (IRC Table R602.3(1), footnote f) p TOP OR BOTTOM PLATE TO STUD 2-16d COMMON as follows: TOP PLATE LAPS 10d COMMON 2 DIRECT NAIL g, When wind speed is 100 mph or greater, block panel edges perpendicular to gable-end-Wall 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL DIAGONAL BRACE TO STUD AND PLATE 8d COMMON 2 EACH DIRECT BEARING framing members in the first two bays of framing. Blocking shall be spaced a maximum of 2-16d COMMON INTERIOR-BRACED WALL TDP PLATE I0d COMMON 12" O.C. 4 feet o.c. (Wood Frame Construction Manual, ) 1$ 1Section 3.5.5 3-8d BOX l" " BRACE TO EACH STUD AND PLATE 2-id COMMON FACE NAIL TO JOIST OR BLOCKING h. 1O ring-shank nails (0.1�48 x 3 inches). MIN. UNIFORMLY DISTRIBUTED L.L. TAIL BEAMS TO HEADERS (4'VHERE NAILING IS 20d COMMON I EACH END 4 SQ.FT. PERMITTED USE HANGERS UNLESS NOTED FLOOR AREA i. Blocking not required. USE LIVE HEADER BEAMS TO TRIMMERS(CRIPPLES) 20d COMMON I EACH END 8 SQ.FT. LOAD (WHERE NAILING IS PERMITTED FLOOR AREA Uninhabitable attics without storage 10 CONTINUOUS HEADER TO STUD 8d COMMON 4 TOE NAIL Uninhabitable attics with limited storage 20 CONTINUOUS HEADER,TWO PIECES I6d COMMON 1 16" O.C. DIRECT FIGURE 1 FLOOR FRAMING Habitable attics&attics served with fixed stair 30 ROOF FASTENING ZONES FOR WIND UPLIFT 4-id BOX ROOF AND CEI LING CONSTRUCTION may q Balconies(exterior)and decks 40 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL Zones t 2 and 3 shown below indicate areas of the roof that m have different fasteningrye uirements. 3-8d COMMON Fire escapes 40 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION Wali line Guards and Handrails 200 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL rz�3 Overhang Wall line 3 Overhang Gable endwall 3 Overfiang Guard in-fill components 50 BLOCKING TO JOIST 2-10d BOX CEILING JOISTS TO PLATE I6d COMMON 3 TOE NAIL p 23 EACH END a l 2 Overhang a o 2 Overhang: o a 2 Overhang) a 2-id COMMON CEILING JOISTS LAPS OVER PARTITION I0d COMMON 3 DIRECT NAIL -. - _-- = ____.___ passenger vehicle garages 50 CEILING JOISTS PARALLEL TO RAFTERS 10d COMMON 4 DIRECT NAIL MIN. alai 1 2 it _ a ; _3 2 1 3 3 1 2 , 3 ;1 4-16d BOX TOE NAIL ( ) 6 TRAY CEILINGS ____-___ _ _ 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON _______ ___a _ _�__________C____ __ I _________I___ _ Rooms other than sleeping rooms 40 COLLAR BEAM I0d COMMON 3 DIRECT NAIL I 1 ,/2 i� , ' ' i AT EACH BEARING,FACE NAIL 2 {{ i I I , i; Sleeping rooms 30 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON ROOF RAFTER TO PLATE 8d COMMON 3 TOE NAIL i �� 2 �,/ 2 ,� ,; I� !i 4-10d BOX ROOF RAFTER TO RIDGE 16d COMMON 2 TOE NAIL OR DTR. NAIL i� 1 o a :' I 1; I, I � i � l; stairs 40 JACK RAFTER TO HIP I Od COMMON OR 3 TOE NAIL OR ! f I, 26 BAND OR RIM JOIST TO JOIST PER JOIST 4-10d BOX , { 1 , 3-16d COMMON ; 16d COMMON 2 DIRECT NAIL �{ _ Ii i I : ;i 10d BOX 24"O.C.FACE NAIL TO OP&BOTTOM BUILT-UP GIRDERS AND BEAMS PROJECT: ALLOWABLE DEFELECTION OF ALLOWABLE 27 STAGGERED ON OPPOSITE SIDES STRUCTURAL MEMBERS DEFLECTION !i 1 1 I t• ,I 1 H"P '>O F 1 i" !! I G LE PZ O F I 'i 4-16d BOX WALL AND ROOF ,iHEATHtNG Ij : `t I I; 1 a, Rafters having slopes greater than 3/12 with 26 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL C ;I i 1 {' a o i� 1 i{ o g 3-16d COMMON C ! c c ! ,. c no finished ceiling attached to rafters U180 BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LO X 2 ; 1 1 2 2 1 1 ; 2 !� d ` �� 2 ; 1 12 2 I 1 2 {I r , Interior walls and partitions 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL " " " " it ; i i li 0 �i ' +j 6 H/180 112 FIBERBOARD SHEATHING 1 112 GALVANIZED ROOFING 3 O.C. EXT. EDGE, 6 O.C. r ;� , r I N N N ,{ i , 1! r Floors and ceilings U360 PROPOSED RESIDENCE NAIL OR 6d COMMON NAIL OR INTERMEDIATE i 1 ' I 1 I; 'I SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND FOR I� i! All other structural memebers Ib GAGE STAPLE I I/B" LONG U240 PARTICLE BOARD WALL SHEATHING TO FRAMING WITH 7116" MINIMUM CROWN H/360 J N S DEVELOPMENT Exterior walls with stucco finish SPACING OF FASTENERS 25132"FIBERBOARD SHEATHING 13/4"GALVANfZED ROOFING 3"O.C. EXT.EDGE, 6"O.C. Exterior walls-wind loads/brittle finishes L/240 DESCRIPTION OF NUMBER AND TYP NAIL OR$d COMMON NAIL OR INTERMEDIATE BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING !! ' J PANEL EDGES 'I ' 2 '`� 2 `�, ii ' ! SUPPORTS GABLE END WALL FRAMING I I ,! Exterior walls-wind loads/flexible finishes 0140 1720 BAYSHORE ROAD 16 GAGE STAPLE 1 1R" LONG 'I ! I' I j !i 2 2 ! ,. 6d COMMON(SUBFLOOR,WALL) WITH 7116" MIN. CROWN {{ / ' '` _! �' i = I �' L=span length,H=span height 30 3/8"- 1/2" 8d COMMON(ROOF) 611 12" '4 6" SOUTHOLD, NEW YORK GYPSUM SHEATHING 12 GAGE ] 1/4" LARGE HEAD, 4"O.C.ON EDGE,8" O.C. �i---- CORR0510N RESISTANT INTERMEDIATE a ;_ _ __ _ _ 2 ______ �; a ;1 3 2 3 3 2 3 WOOD HEADER SCHEDULE 31 19/32"- 1" 8d COMMON 6" 12"A 6" PARTICLEBOARD ROOF&WALL SHEATHING 6d COMMON 6"O.C. DIRECT EDGES AND _ 2 Overhang 2 OverhangI 2 Overhang NOMINAL LUMBER SIZE: SPANS: 1/2"OR LESS 12" O.C. INTERMEDIATEle EXTERIOR WALL WOOD STRUCTURAL PANELS DRAWING TITLE: (5/8"OR GREATER) 8d COMMON 6"O.C. DIRECT EDGES AND 3 Overhang Wall line 3 Overhang LGable end wall \--3 Overhang (2)2X6 UP TO 3'-0" TO RESIST WIND PRESSURES 12" O.C. INTERMEDIATE Wall line 3' GENERAL NOTES (2)2X8 -0'TO 6'-0" PLYWOOD ROOF&WALL SHEATHING 6d COMMON 6"O.C. DIRECT EDGES AND Distance o =4 ft in most cases 11095 of least building width or 0.4 times building height,whichever is smcdler,Iwt not less)hon either 4% MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING " " of least building width or 3 ft). (2)2X10 6'-0"TO i'-o• STRUCTURAL PANEL STUD IR OR LESS 12 O.C. INTERMEDIATE NAIL SIZE PENETRATION STRUCTURAL (19.'32"OR GREATER) 8d COMMON 6"O.C. DIRECT EDGES AND PANEL SPAN RATING THICKNESS SPACING EDGES FIELD 12" O.C. INTERMEDIATE (2}2x12 i'-o•To 10'-0' (112'"OR LESS) 16 GAGE GALVANIZED WIRE 4" O.C. EDGES AND POSTS SHALL BE 4X4(NOMINAL) 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" SET: ISSUED FOR: DATE: STAPLES, 3./8" MINIMUM 8"O.C. INTERMEDIATE (2.5"X 0131•) CROWN, LENGTH OF I" PLUS "NOTE:ALL SIZES CALLED OUT ON ANY OF FIRE BLOCKING IS TO BE INSTALLED TO PAEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THE FOLLOWING DRAWINGS WILL INTERIOR GYPSUM WALL BOARD PERMIT SUBMISSION - October 9th, 2019 PANEL THICKNESS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SUPERCEDE THIS SCHEDULE. (19/32"AND 5/8") SAME AS IMMEDIATELY ABOVE 2"1/2"O.C. EDGES AND CONSTRUCTION MANUAL (IVFCM) FOR ONE AND TV10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. "NOTE: USE 3 2x HEADERS AT ALL 2x6 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 5 O.C. INTERMEDIATE ( } APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS SHINGLES, WOOD NO. 14 B&S GAGE CORROSION 2 EACH BEARING NOTE: ,ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS EXTERIOR WALLS THICKNESS TO WOOD FRAMING FRAMING SPACING NAILS SCREWS RESISTANT FOR EGRESS AND THE NATURAL LIGHT AND \/ENTILATION REQUIREMENTS. WEATHERBOARDING 8d CORROSION RESISTANT 2 EACH BEARING 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS WALL EITHER DIRECTION 16"O.C. 8" 16" SHEATHING NOTES: IRC TABLE R802.5.1(9) TABLE R302.6 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST RAFTER/CEILING JOIST HEEL CONNECTION 5/8n CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS WALL EITHER DIRECTION 16"O.C. 8" 16" DWELLING - GARAGE SEPARATION & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH t/IND EDITION. RAFTER RAFTER GROUND SNOW:20 PSF TYPE X AT SEPARATION MATERIAL SLOPE SPACING r. GARAGE CEILING 1-7/f'LONG 6d COATED NAILS O (1) SHEATHING TO BE NAILED TO CCA SILL ROOF SPAN 5/$ PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS SHALL NOT LESS THAN 1/2"-INCH GYPSUM OR (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM HABIBENEATH SCREWSTABLEROOMS IRC SECTION COMPLY WITH FROM THE RESIDENCE AND ATTICS R702.3.5.1 EQUIVALENT TO THE GARAGE SIDE (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 12 FT 20 FT 2i FT 36 FT SEAL: DATE: FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM (4) SHEATHING TO BE NAILED TO TOP PLATE A. ULTIMATE WIND SPEED:140 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6'O.0 October 9th, 2019 BOARD NUMBER OF 16D COMMON NAILS FOR A MINIMUM 4111"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD 3 :12 16'O.C. 5 i 10 13 For SI: 1 inch=25.4mm, per 1 foot=304.8mm, 1 mile hour=1.609km/h. USED FOR SEPARATION REQUIRED BY IRC-R302.6 p PROJECT NO: 4 :12 16"O.C. 4 6 i 10 a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing 2019 -44 GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD and sheathing connections shall have minimum average bending yield strengths as follows: 80 ksi(551Mpa)for DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 5:12 16'O.C. 3 5 6 8 shank diam.of 0.192"(20d common nail),90ksi(620 Mpa)for shank diameters larger than 0.142"but not larger DRAWN BY: EXTERIOR WALLS THAT ARE WITHIN THIS AREA than 0.177",and 100 ksi(689Mpa)for shank diameters of 0.142"or less. CMA 7:12 16'O.C. 3 4 5 60---"--� b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width F Nl;�"'�., CHECKED BY: OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY c.Nails shall be spaced at not more than 6 inches on center at all supports where s ane are 48 inches or greater. �"C W ; WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE 9: 12 16 O.C. 3 4 4 5 p JJD PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA d.Four-foot-by-8-foot oro-foot-by-9-footpanelsshallbeapplied vertically. 12 16"O.C. 3 3 4 4 e. Spacing of fasteners not included in this table shall be based on Table R602.3(1). SCALE: f.For reons havin basic winds ed of 110 m h or 8d deformed nails shall be used for attachin " ' "WIND DESIGN SUBJECT TO DAMAGE FROML_L. a g pe p greater, g ;ar ; 1/4 = 1 -0 DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE R507.2 plywood and wood stluctuml panel roof sheathing to framing within minimum 48-inch distance from gable end c� W 1 GROUND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE r w SHEET NUMBER: SNOW SPECIAL walls,if mean roof height is more than 25 feet,up to 35 feet maximum. y �. , _ z SPEED TOPOGRAPHIC BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS r:« .r` r JOIST SPAN LOAD WIND WEATHERING LINE TERMITE INDEX TEMP LOCATED HIGHER IN THE ATTIC THE HEEL JOINT g.For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing CONNECTION {MPH) EFFECTS DEBRIS CATAGORY TEMP REQUIRED O o,? G-5 REGION ZONE DEPTH CONNECTION SHALL BE INCREASED AS FOLLOWS: to gable end wall framing shall be spaced 6 inches on center.When basic wind Speed is greater than 100 mph, � <:6' 6'1'TO i' i'1'TO 10' 10'1"TO 12' AST TO 14' 14'1"TO 16' 6'1'TO 18' �'1__ Ni DETAIL nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum ���Sri MODERATE 1/2"DIA. LAG SCREW 20 LBS 130 NO NO NO g SEVERE 3'-0" TO HEAVY 15 YES NO 1500 or less 52.2 H e / H r HEEL JOINT AJDUSTMENT FACTOR 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. & 1/2"MAX. SHEATHING 30" 23" 18' 15" 13" 11' 10" IL Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 1 / 3 1.5 sheathing shall conform to ASTM C 208. DOB NUMBER: OF 1/2"DIA.THRU BOLT1 / 4 1.33 i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at & 1/2"MAX. SHEATHING 36" 36' 34• 29' 24' 21' 19" 1 / 5 1.25 all floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported JAMES J DEERKOSKI, PE 1 / 6 1.20 by fmming membcrs and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges © DEERKOSKI + ARM DESIGN AND ENGINEERING DP LEDGERS SHALL BE FLASHED perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) Floor and roof perimeter shall be supported by framing members or solid blocking. -1 � R SIGN Fn ENGINEERING DPC F- 0"" m1ff A L ® rvv%G R U IX L Iff A EL L*t?ft DEERKOSKI -I- ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C SSTB28 MINIMUM SSTB ANCHOR REQUIREME W IS' WESTHAMPTON BEACH NY 11978 WOOD STRONG- SLAB ON GRADE- GARAGE CURB 631-767-6071 CRAIG@aDASTUDIONT.COM -EMBED LINE WALL MODEL (CORNER AND STEP-DOWN END) AT HEADER, FIELD NAIL THRU SHE HING FULL LENGTH GARAGE HEA AND METAL STRIP WITH 10ol COMMON USE 3/8 PLYWOOD/OSB SHIM UNDER (DESIGN BY OTHERS) 3/6 SHIM AT 3 1/8' GLB ENGINEER OF RECORD: SW16 STRAP WHEN HEADER IS 3-1/8 GLB SW22 SSTB28 NUT AND PRE-INSTALLED NAILS DR 16d SINKERS AT LDCATI❑ S N❑TEI MINIMUM SIZE SHALL BEI SEE DET, 4 » SW2 PLATE WASHER HDQ8 HOLDOWN MARKED BY PAINTED DOTS LOAD PATH DESIGN AND 4 4 4 x 12 DFL DETAILS ABOVE HEADER T 1 3 1/8 X 12 GLB ° + ' . • a ''' SW24 TO�OF PANEL BE PROVIDED BY OTHER ALTERNATE HEADERS ALLOWED, 4 I I SW32 SSTB2e o SEE ICC REPORT, --10 ga, STRAP-SEE P E N G I N E E R I N G SW48 a structural engineering services • consulting a L �:• '' • 1 DTADDITIONAL APPLICATIONS MAY USE ALL THREAD R z o °° ° ° ° °° °° _ — SHEATHING TO HEADER-'' JAMES J.DEERKOSKI P.E. THE SSTB WHERE THE DEMAND UPLIFT COUPLER NUT ca a ° ° 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ° F❑RCE IS LESS THAN THE ALLOWABLE BEARING PLATE W/ W Cl) ° ° SEE DET SWP SSTB LOAD SHOWN IN ICC-ES ESR-2611. WITNESS HOLE SDS 1/4 x 2 1/2' .. z ° ° ° ° ° ° FIELD NAIL lOga STRAP L� ►- OWNERSHIP&USE OF DOCUMENTS: 2, SW18X8, SW24X8, SW32X9, VISIBLE FOR SCREWS PROVIDED ° ° TO POST & HEADER HEADER SW48X8/9/10 UNDER SEISMIC LADING MAY INSPECTION WITH WALL, WITH C10) lOd COMMON TDP PLATES OF STRONG-WALL These drawings specifications including the ideas,design FOUNDATION ADER (BY OTHERS) NAILS OR (10> 16d SINKE (DESIGN BY OTHERS) USE SSTB28 WITH NO LOAD REDUCTIONS. ° ° 9 P g g MAXIMUM UPLIFT FOR ALL OTHER MODELS 5/8' DIAMETE ° ��`—STRONG-WALL POST. ° 1/2" SHIM IS PROVIDED I H NAILS AT TOP AND BOTTOM and arrangements represented therein,are the property of ANCHOR BOLT d' STUD SHOE NOT ° ° WALL, BUT IS NOT REQUIR OF EACH STRAP, SHALL BE LIMITED TO 10,085 LBS, (WIND Deerkoski+Arm Design Engineering,DPC. SLAB NOT SHOWN FOR CLARITY. SDS1/4'x6' SCRE No art thereof shall be co SHOWN AND SDC A&B), AND 8,475 LBS. (SDC C-F). d. ° ': ', °' °° I' p pied,disclosed to others or used in FOR ; d 3. FOUNDATION DIMENSIONS ARE FOR °,. . . ° �I d'JI °° ° PANEL SHEATHING NOTEI connection with any work or project other than for which they U have been prepared without written consent. CLARITY : ''° ANCHORAGE ONLY. FOUNDATION DESIGN - " : d�', POSITION HEADER FLU3H ' �' (SIZE AND REINFORCEMENT) BY OTHERS. SDS 1/4" X 6' SCREWS ' ": °. , ° AGAINST STRONG-WAL Drawings&specifications,as instrucments of professional " THE REGISTERED DESIGN PROFESSIONAL ° c d °' % ° ° PERIMETER METAL SHEATHING. service,are and shall remain the •:a. . ;a ° 'Q .a .•:'• ° ° Property of the engineer. a MAY SPECIFY ALTERNATE EMBEDMENT, , ' d ° ° U-CHANNEL :'. FOOTING SIZE OR ANCHOR BOLT, '. d° ° ° ' ' ° °,, �' d• e . '•' ° e WORK NOTES: 4, SEE ICC-ES ESR-2611 FOR ADDITIONAL ;e ° a ' ;m" SSTB INFORMATION. . ° d 4" v SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 BEAM SPLIC DRAG TIE ACROSS BEAM SPLICE FULL LENGTH GARAGE HEA (DESIGN BY OTHERS) MIN. HEADER SEE SINGLE PORTAL SYSTEM 5 6 1' MAXIMUM DIAMETER H❑ E (DESIGN BY OTHERS;) DOUBLE PORTAL SYSTEM DETAI SWP SWP DR IN FRAMING MEMBERS. ❑N Y MINIMUM SIZE SHALL BE; 6 x 12 DFL I �, ' ONE HOLE PER MEMBER, SHEATHING 5 1/8 X 12 GLB ALTERNATE HEADERS ALLOWED. 4 _ SEE ICC REPORT. 10 go, STRAP-SEE A es -7�7�/ I \\• 3 w � I LSTA24 STRAP CM �I � ` �� j ' LSTA24 STRAP (MW.1 AT BEAM TO POST + MIN. HEADER SEE ! \ \' WI I/ AT BEAM TO POST W SHEATHING 3 O HEADEf2'''� \' 8' MIN, 16' 4' I DETAI SWP SWP ' I� ���14 I 8' MIN, 16' 4" Y CATION OF HDL M SEE DET SWP HEADER SUPPORT POST i m (DESIGN BY ❑THERS) 7/8' (MAX) DIA. (MAX) DIA, HOLE THROUGH CENTERLINE TOP PLATES OF STRONG-WALL I POSTTTD STRONG WA t I \� 16' 4' MAX, �/I �\ II\ II�`0m ONLY ONE HOLE IN OF POST ST, ONLY IN CROSS 1HATCHED PER AREA POST JI \� 1 m m m SHEATHING (TYPICAL EACH POST) V (MAX) SDS1/4'x6' SCRE HEADER SUPPORT PO �\ \ `� _� STHD10 HOLE THROUGH CENTERLI f i (DESIGN BY OTHERS) " I I I ��'\/: HOLDOWN (MIN,) OF BLOCKING i \�/ (DESIGN BY OTHE 11 • a '`�, COLUMN BASE---_. a:a: a:a� (DESIGN BY OTHERS) 'a 1+ 5.75" PORTAL WALL SECTION 6 SINGLE & DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16" & 22" PORTAL WALL OPENINGS 9 5/8' DI SSTB28 OR NDTE1 v MUDSILL A. SWAB7/8 ALL NECESSARY HARDWARE, °" 1. STRONG-WAL? SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PROJECT: PAB7 SSTB28 D FOR PANEL INSTALLATION, IS •� 'SIMPSON STRONG-TIE COMPANY INC.', PAB7 SWAB7/8 ® REFER T❑ THE CURRENT SIMPS NPRE-ATTACHED OR PRDVI D. _1 SIMPS❑N SLAB OR CURB AND C-SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE A HOME OFFICEI 5956 W. LAS PDSITAS BOULEVARD, PLEASANTON, CA, 94588 STRONG-WALL SURROUNDING FOUNDATION SELECTION CHART. ANCHOR BOLTS. TELL (800> 999-5099, FAX1 (925) 875-0826 NOT SHOWN FOR CLARITY TOP OF 'SIMPSON STRONG-TIE COMPANY INC.' IS AN ISO 9001 REGISTERED COMPANY, : A. CONCRETE s s— ° ;.':; ":. ';, ` 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE PROPOSED RESIDENCE _ •; _ ..:Y: . ;,' HOEDOWN ANCHOR - ° TO THESE DRAWINGS AND THE STRONGOWALL INSTALLATION GUIDE. FOR e •• :° •,6.'.: MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED " '° .• A'•' " " ` ' IN THE INSTALLATION METHODS SHOWN ON ,.• SYSTEMS OR CHANGES J N S DEVELOPMENT .. . .'• +' ,_ : . '•' �•� THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE ' '% ' ' d'• t i • ' ' ' '' ' MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. a # �' ' a ''•' •`" '.;l:: ' FULL LENGTH GARAGE HEA THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED MUDSILL ANCHORAGE, PER DETAILS 5 & 6 INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE • •.•y, NOT SHOWN FOR CLARITY SWT EXTERIOR TEMPLATE REQUIRED MOISTURE DESIGNER, REFER T❑ ICC-ES ESR-1267 FOR FURTHER INFORMATION, 1720 BAYSHORE ROAD CONTENT IS 19% OR LESS SOUTHOLD, NEW YORK • " (FOR 2x FORM BOARDS) AT TIME OF INSTALLATION 3, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, '.. II1JF==1IIIIfF= 4- = ELEVATIONS, ETC, PRI❑R TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WAPSYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY sy sv = SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR '�" "° "° L7 DRAWING TITLE: S = WALL LENGTH MINUS 7 �'4 5/8' DI GARAGE HEADER ROUGH OPENING HEIGHT T❑ CONSTRUCTION, SEE TABLE BELOW FOR MUDSILL A. Z W s V DIMENSIONS SSTB28 OR MODEL H CURB W/D SHIM# WITH SHIMS w 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL GENERAL NOTES SSTB28 0 SWAB7/8 SW16x7x4 IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE FOUNDATION PLAN VIEW SWAB7/8 SW16x7x6 6" 7'-0' 7'-0 1/2' _ = PROJECT DRAWINGS. LD H = 13 MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10' H = 19 Y2"' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10" ,° SW22x7x4 7" 7'-1' 7'-1 1/2' a= 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL FOUNDATION DIMENSIONS FOR STRONG-WALL SW22x7x6 BUILDING OFFICIAL. ANCHORAGE SW16x8x4 SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD 6' 8'-0" 8'-0 1/2' w 6, THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE SET: ISSUED FOR: DATE: CONDITION E UPLIFT In de ° E UPLIFT cin) tln> SW22x8x4 ¢ LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER (lbs) 7' 8'-1' 8'-1 1/2' = LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN iv SW22x8x6 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, PERMIT SUBMISSION - October 9th, 2019 11,900 27 9 TDP ❑F � 1/2' SHIM PROVIDED WITH WALL W 7L CRACKED 13,100 29 10 CONCRETE Q 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM 7/8' DIAMETER SEISMIC 12,500 24 s SWTI INTERIOR TEMPLATE OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING ANCHOR ROD SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL ru NCRACKED 13,100 25 9 (FOR 2x4 ABOVE CONCRETE) SEE 9-SWP FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SHEET SWD FOR DESIGNER. Lein 6,200 16 6 ALLOWABLE ti MODEL # L(in) > 10,000 22 8 OPENINGS 8, SIMPSON STRONG-TIE COMPANY INC, RESERVES THE RIGHT TO CHANGE 5/8 DI .. SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR PAB7-18 18 11 Y2 CRACKED 12,900 26 9 MUDSILL A. SSTB28 DR = a. •' • SUCH CHANGES, SSTB28 0 SWAB7/6 13,100 27 9 CONCRETE DESIG u "''•A7:1, 9. ALL HARDWARE CALLED OUT IS SIMPSON STRd�NG-TIE, PAB7 24 24 17 WIND SWAB7/8 BY OTHERS +. ' 6,400 14 6 . • a, a'.+ �'. ''; •.... a 23 PAB7-30 30 SEAL: DATE: Id 9,300 18 6 m ; s PA37-36 36 � UNCRACKED 12,500 22 8 e • . Y • ' , 2019 October 9th NUT 13,100 23 B - GARAGE PORTAL WALL TABLE NDTESf NUMBER OF NUMBER OF H❑LDOWN ASSEMBLED PROJECT NO: 0 1, ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME MODEL W H (IN) T (IN) FASTENERS IN MUDSILL ANCHOR WALL PLATE WASHER MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 SWTPF TEMPLATE SET UP (IN) OTTOM OF WAL ANCHORS BOLTS WEIGHT 2019 -44 r o ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT, HIGH STRENGTH (FOR PLYWOOD PANEL FORMS) ((bs) DRAWN BY: ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED, TOP DF SW16x7x4 16 78 4 -SDS 1/4x6 2-5/8'0 2-7/8"0 90 NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED CONCRETE W16x7x 16 78 5 3/4 -SDS 1/4x6 2-5/8'0 2-7/8"0 112 -�F NC CMA 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. W16x8x4 16 90 4 -SDS 1/4x6 2-5/8'0 2-7/8'0 95 y CHECKED BY: SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION A3.3.4. r�t.t JJD PAB7 ANCHOR BOLT 3, WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. W16x8x 16 90 5 3/4 -SDS 1/4x6 3-5/8"0 2-7/8"0 120 'rc� �-f- 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY, FOUNDATION W22x7x 22 78 4 0-SDS 1/4x6 2-5/8"0 2-7/8"0 95 * , !. ? A � . SCALE: DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN SEE SHEET SW2 FOR STA K D W22x7x 22 78 5 3/410-SDS 1/4x6 2-5/8'0 2-7/810 117 ` '' 1 1/4"= 1'-0" NOTESI PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR STRONG-WALL ANCHOR BOLT W22x8x 22 90 4 0-SDS 1/4x6 2-5/8'0 2-7/8'0 105 n' i ' _ SHEET NUMBER: 1. SEE 11-SWP FOR DIMENSIONS AND ADDITIONAL ANCHOR BOLT, REQUIREMENTS. Zcr. -,h` W22x8x 22 90 5 3/413-SDS 1/4x6 2-5/8.0 2-7/8"0 130 �n o �� ,, �. NOTES, 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611, "'o s —6 ANCHORAGE - TYPICAL SECTIONS 10 ANCHORAGE SCHEDULE 11 STRONG-WALL® TEMPLATES 12 PORTAL WALL SPECIFICATIONS 13 NOTES 14 DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP DI_t-_Rr,0r-:,I + ARM, DESIGN & ENGINEERING DPC RO M ®IT& O 0M L RYDEERKOSKI -I- ARM-bVA L L 3 DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C SEE SHEET SW2 FOR STA( ED SEE SHEET SW2 FOR STA( ED WESTHAMPTON BEACH NY 11976 STRONG-WALL REQUIREMEN S. STRONG-WALL REQUIREMEN S. 631-767-6071 CRAIG@DASTUDIONT.COM �. I/2' ENGINEER OF RECORD: —PAB7 PAB7 FACE OF STRON SLAB DR CURB AND WALL PANEL SIMPSON SURROUNDING FOUNDATION PRE-INSTALLED STRONG-WALL NOT SHOWN FOR CLARITY HDQB H❑LDOWN A A PRE-INSTALLED NUT AN ,Y PRE-INSTALLED SDSi/4'x6• E N G I N E E R I N G HDQS HOEDOWN PLATE WASHE SCREWS structural engineering services • consultin • '. ,; " . . . " H❑LD❑WN ANCHOR g g g .. .• •'. .a;' NUT AN d �} ` PLATE WASHER ALL THREAD R WITNESS HOLES -FLOOR J❑IST JAMES J.DEERKOSKI P.E. COUPLER NUT COUPLER NUT-,,,, / VISIBLE FOR INSP, (DESIGN BY OTHERS) 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 4• °• • '�' : °'' ='••..'`' ` ALL THREAD R FLOOR SHEATHING 1 1/4' 1 1/2' RIM ST i • •• MUDSILL ANCHORAGE. OWNERSHIP&USE OF DOCUMENTS: 'd' ', .' t • NOT SHOWN FOR CLARITY WITNESS HOLES RIM JOIST • '' e. VISIBLE FOR INSP. & BLOCKIN •, / 5 SIMPS❑N LTP These drawings and specifications including the ideas,design PER DET AI FRAMING ANCHO xv TM•. BEARING PLATE W/ CUTOUT SUBFLOO SW1 (DESIGN BY OTHER and arrangements represented therein,are the property of r\ fFh SDS1/4x2 1/2' TD ACCEPT 9 Engineering,K„ • ,, Deerkoski+Arm Design&En ineerin DPC. HH SCREWS (2) 3.5x6,5x3/8 MI No part thereof shall be copied,disclosed to others or used in MI ALL THREAD ROD d connection with an �„ M;,, ,,,, ,�v ,: -• .,• :, ;•. .. . . .. BEARING PLATES � BLOCKING, SAME SIZE & MATERIAL y work or project other than for which they • COUPLER NUT AS RIM JOIST, STITCH NAILED TO have been prepared without written consent. S = WALL LENGTH MINUS 7 - I I '.;• I I ' • • p p f 5/8 DIAMETER SEE TABLE BELOW FOR ' '..;;;:' ;' +u.: " •• (3) 2X4 SQU :+ " " SILL PLATE AND ANCHOR RIM JOIST W/ 3 ROWS ❑F STRONG-WALL P❑ •• •; ANCHOR BOLT '` .' • ` ..'a Drawings&specifications,as instrucments of professional DIMENSIONS BLOCKS (MIN.) OR ;1. WITNESS HOLES (DESIGN BY OTHERS) a . l0ol x 2 1/2 LONG AT 3 D.C. (STUD SHOE NOT SH❑WN''• SOLID BLOCKING . HORIZONTAL service,are and shall remain the Property of the engineer. VISIBLE FOR INSP. FOUNDATION PLAN VIEW FOR CLARITY) 4 1/2 LENGTH MIN• r ' H = 13 Y2' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN cle = 10" '. BL❑CK STOPS HERE WORK NOTES: H = 19 Y2' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN cle = 10' CONCRETE STEM WALL FOUNDATION DIMENSIONS FOR STRONG-WALL (DESIGN BY OTHERS) ANCHORAGE SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD CONDITION ALLDWABL W de E UPLIFT (Ir,> (In) STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 (lbs) 11,900 27 9 CRACKED 7 L 13,100 29 10 7/8' DIAMETER SEISMIC 12,500 24 8 ANCHOR RDD UNCRACKED 13,100 25 9 ROOF FRAMING CRIPPLE SHEAR WALL, -PAB7 6,200 16 6 (BY OTHERS) 4x SHIM BLOCK BLOCKING AND STRAP ti MODEL # L(In) L In 10,000 22 a A35 FRAMING ANCHOR, BY OTHERS F PAB7-18 18 11 CRACKED (DESIGN BY OTHERS) 12,900 26 9 LTP4 SPACING DBL. TOP PLATES BY OTHERS .�. 13,100 27 9 ATTACH SDS SCREWS ;.: '•I PAB7-24 24 17 WIND ATTACH SDS SCREWS { PAB7-30 30 23 6,400 14 6 7/8' SH 7 TO SHIM BLOCK TO BLOCKING J Y2 9,300 18 6 SEE DE ,SWI F❑R :. . .. d ° UNCRACKED • %':• '••. ' ' ' PAB7-36 36 29 12,500 22 8 OTHER SHIM CONDITIONS ADJACENT 7 Y2 13,]00 23 8 ADJACENT FRAMING FRAMING - BY OTHERS BY OTHERS NOTES, STRONG-WALIL TOP PLATE O 1, ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME RAKE WALL 4x SHIM BLOCK r� r� } o PLATE WASHER MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH SDS1/4'x6' SCREWS CRIPPLE WALL ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED. NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED I AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. ENGINEER OF RECORD SHALL DESIGN FOR: ENGINEER OF RECORD SHALL DESIGN FOR: SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4, 1. SHEAR TRANSFER 1. SHEAR TRANSFER >< INTERIOR FOUNDATION PAB7 ANCHOR BOLT 3, WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. E 2. OUT OF PLANE LOADING EFFECT 2. OUT OF PLANE LOADING EFFECT ( FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY, FOUNDATION DESIGN 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN NOTES: PROFESSI❑NAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR 1. SEE 2-SW1 FOR DIMENSIONS AND ADDITIONAL NOTES. ANCHOR BOLT, 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611. ANCHORAGE - TYPICAL SECTIONS 1 ANCHORAGE SCHEDULE 2 TOP PLATE CONNECTION 6 SHIM BLOCK ON STD. & RF WALLS 7 CRIPPLE WALL ON STD & RF WALLS 8 MINIMUM SSTB ANCHOR REQUIREMEN•Ts3' 5/8' DI , SEE SHEET SW2' FOR STAC ED WOOD STRONG- SLAB ON GRADE- SLAB EDGE SSTB28 MUDSILL A. SSTB28 OR NOTE, STRONG-WALL REQUIREMEN S. WALL MODEL (CORNER ANDMIDWALL) d SWAB7/8 ALL FOR NECPANESSARY INSTALLATION,DWA S 1, STRONG-WALL. SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PROJECT: SW16 EMBED LINE SSTB28 O t�Y1 REFER TO THE CURRENT SIMPS N PRE-ATTACHED OR PROVIDE 'SIMPSON STRONG-TIE COMPANY INC,', CORNER MIDWALL ENDWALL SWAB7/8 C-SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE A HOME DFFICEI 5956 W. LAS PDSITAS BOULEVARD, PLEASANTON, CA 94586 SSTB28 SWIS ° SELECTION CHART, TELT (800) 999-5099, FAX, (925) 875-0826 SW18 SSTB28 - \ $ / ANCHOR BOLTS, 'SIMPSON STRONG-TIE COMPANY INC.' IS AN ISO 9001 REGISTERED ///EMBED LINE SW24 TOP OF " SW32 CONCRETE COMPANY. ° SW48 • #4 REBAR ` - 2. INSTALLATION OF PRODUCT SHALL BE D❑NE IN STRICT CONFORMANCE PROPOSED RESIDENCE a °` N❑TES, c d — 3'-5' FRO . a TO THESE DRAWINGS AND THE STRONG-OWALL INSTALLATION GUIDE. FOR o d ° 4 TDP WHEN MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED 4. LTABLE APPLIES TO SINGLE STORY WOOD REQUIRED SEE SHEET SEE SHEETSYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON STRONG-WALL APPLICATIONS (STANDARD d 4 SWO FOR SWOALL FOR THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE JNS DEVELOPMENT AND RAISED TWOOOR) ON CONCRETE FOUNDATION a a a d• n . • . OPENINGS ALLOWABLE OPENINGS MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. FDU'NDATI❑NS. TWO-STORY STACKED (DESIGN BY OTHER OPENINGS ° e APPLICATIONS MAY REQUIRE HIGH-STRENGTH THE PERFORMANCE INSTALLATION PROCEDURES SUCH IMODIF ED PRODUCTS RESPONSIBILITY ALTERED TY THE ANCHORS (DESIGNED BY OTHERS). NOTES, SWT EXTERIOR TEMPLATE 1720 BAYSHORE ROAD DESIGNER. REFER T❑ ICC-ES ESR-1267 FOR FURTHER INFORMATION, • 2. ADDITIONAL APPLICATIONS MAY USE THE 1.SSTB MAY BE USED WHERE THE DEMAND d SSTB WHERE THE DEMAND UPLIFT FORCE IS UPLIFT FORCE IS LESS THAN THE (FOR 2x FORM BOARDS) 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, SOUTHOLD, NEW YORK SEE SHEET SW2 FOR STA( ED ELEVATIONS, ETC. PRIOR TO INSTALLATION ❑F ANY COMPONENTS FOR LESS THAN THE ALLOWABLE SSTB LOAD STRONG-WALL REQUIREMEN S. ALLOWABLE SSTB LOAD SHOWN IN ICC-ES SHOWN IN ICC-ES ESR-2611. ESR-2611. THE STRONG-WALL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY r —I 3. FOUNDATION DIMENSI❑NS ARE FOR 2. FOUNDATION DIMENSIONS ARE FOR SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, ANCHORAGE ONLY. FOUNDATION DESIGN ANCHORAGE ONLY. FOUNDATION DESIGN PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR DRAWING TITLE: i (SIZE AND REINFORCEMENT) BY OTHERS. (SIZE AND REINFORCEMENT) BY OTHERS, 5/8' DI TO CONSTRUCTION• THE REGISTERED DESIGN PROFESSINAL MAY THE REGISTERED DESIGN F NA MAY S PRO ESSI L Y SPECIFY ALTERNATE EMBEDMENT FOOTING MUDSILL A, STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL FOUNDATION � SPECIFY ALTERNATE EMBEDMENT, FOOTING SSTB28 DR 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL GENERAL NOTES (DESIGN BY OTHERS) SIZE OR ANCHOR BOLT. SIZE OR ANCHOR BOLT, SSTB28 O SWA37/8 STANDARD STRONG-WALL MODELS IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE 4. SEE ICC-ES ESR-2611 FOR ADDITIONAL 3. SEE ICC-ES ESR-2611 FOR ADDITI❑NAL SWAB7/8 PROJECT DRAWINGS. SSTR INFORMATION NUMBER OF HOLDOWN ASSEMBLED 9 SSTB ANCHORAGE (GONG. STEM WALL) 1 O MODEL W H (IN) T (IN) MUDSILL ANCHOR WALL 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL SSTB ANCHORAGE (SLAB ON GRADE SET UP (IN) WEIGHT BUILDING OFFICIAL. ANCHORS BOLTS (lbs) SW18x8 18 93 1/4 3 1/2 2-5/8'0 2-7/8'0 85 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE SET: ISSUED FOR: DATE: LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER SW24X8 24 93 1/4 3 1/2 2-5/8'0 2-7/8'0 91 LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN PERMIT SUBMISSION - October 9th, 2019 TOP ❑F SW32x8 32 93 1/4 3 1/2 2-5/8'0 2-7/8'0 116 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, CONCRETE SW48x8 48 93 1/4 3 1/2 3-5/8'0 2-7/8'0 149 7, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM SW18x9 18 105 1/4 3 1/2 2-5/8'0 2-7/8'0 94 OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SWTI INTERIOR TEMPLATE SW24x9 24 105 1/4 3 1/2 2-5/8'0 2-7/8.0 101 SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL 2ND FLOOR R (FOR 2x4 ABOVE CONCRETE) SW32x9 32 105 1/4 3 1/2 2-5/8'0 2-7/810 128 FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE 6 6 STRONG-WALL SW48x9 48 105 1/4 3 1/2 3-5/6'0 2-7/8'0 165 DESIGNER. SWI SWl SW24x10 24 117 1/4 3 1/2 2-5/8'0 2-7/810 111 B. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE 5/8' DI SW32x10 32 117 1/4 3 1/2 2-5/8'0 2-7/8'0 134 SPECIFICATIONS, DESIGNS AND MODELS WITH❑UT NOTICE OR LIABILITY FOR MUDSILL A, SSTB28 OR SW48x10 48 117 1/4 3 1/2 3-5/8'0 2-7/8'0 171 SUCH CHANGES, SSTB26 ❑ SWAB7/8 SW24xl2x6 24 141 1/4 5 1/2 2-5/8'0 2-7/8'0 187 SWAB7/8 SW32xl2x6 32 141 1/4 5 1/2 2-5/6'0 2-7/8'0 201 9• ALL HARDWARE CALLED OUT IS SIMPSON STRUNG-TIE. SW48xl2x6 48 141 1/4 5 1/2 3-5/8'0 2-7/8'0 256 ' RAISED FLOOR- STANDARD ° RAISED FLOOR STRONG-WALL MODELS SEAL: DATE: STRONG-WALL ° NUMBER OF NUMBER OF HOLDOWN AX, WALLOctober 9th, 2019 STRONG-WALL IST FLOOR _ MODEL W H (IN) T (IN) FASTENERS IN FASTENERS IN ANCHOR WEIGHT - 3 STRONG-WALL SET UP (IN) OTTOM OF WAL TOP OF WALL BOLTS (lbs) SW1 SW16x8-RF 18 93 1/4 3 1/2 13-SDS 1/4x69-SDS 1/4x6 2-7/810 85 PROJECT NO: 4 SWTPF TEMPLATE SW24x8-RF 24 93 1/4 3 1/2 16-SDS 1/4x61 -SDS 1/4x6 2-7/8'0 91 SW1W. ALL M W32x8-RF 32 93 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 116 2019 - 44 STRONG—WA L � (FOR PLYWOOD PANEL FORMS) DRAWN BY: NUMBER ❑ S EMB -CP OF SW48x8-RF 48 93 1/4 3 1/2 28-SDS 1/4x8 -SDS 1/4x6 2-7/8'0 149 CMA CRETE SW18x9-RF 18 105 1/4 3 1/2 13-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 94 �" < :• .' . M❑ E . 01 NFb1, CHECKED BY: IN) T (IN) MUDSI L EIGHTSW24x9-RF 24 105 1/4 3 1/2 16-SDS 1/4x9 -SDS 1/4x6 2-7/8 0 101 f� Y d P r)I rf� o JJD - - - 2-7/8#0 � SCALE: ° • .• . , _ SW32x9 RF 32 105 1/4 3 1/2 20 SDS 1/4xfl SDS 1/4x6 128 ��,; .• .d 'p.. . . '� (l ) W48x9-RF 48 105 1/4 3 1/2 28-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 165 SLAB ON GRADE �- H w. :, ., �.; 1/4"= 1'-011 SW3 1/4 3 1/2 2— /8# =•7/8• 16 SEE SHEET SW2 FOR STA K W24x10-R 24 117 1/4 3 1/2 16-SDS 1/4x9 -SDS 1/4x6 2-7/8 0 111 �� W -01- WOOD FLOOR SEE SHEET SW2 FOR STAG ED WOOD FLOOR. STRONG-WALL ANCHOR BOLT W32x10-R 32 117 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 134 m �_h W SHEET NUMBER: STR❑NG-WALL REQUIREMEN S. REQUIREMENTS. W48x10-R 48 117 1/4 3 1/2 28-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 171 SINGLE STORY STRONG-WALE® STACKED STRONG-WALL® 12 STRONG-WALL® TEMPLATES 13 WALL SPECIFICATIONS ���' G-7''` 14 NOTES 15 DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS ENERGY NOTES cErzc-mr­om + ARm 1. All construction shall comply with the 2015 International Energy Conservation DESIGN 1i ENGINEERING DPC Construction Code. The authority having jurisdiction shall be permitted to determine an energy efficiency program to exceed the energy efficiency required by this code. DEERK❑SKI -F ARM 2. A permanent certificate shall be completed by the builder and posted on a wall DESIGN AND ENGINEERING D l c in the space where the furnace is located. Certificate shall comply with IRC N1101.14 1 6 LIBRARY AVE. SUITE O WESTHAMPTON BEACH NY 11970 3. Attic or crawl space access shall be weatherstripped and insulated to a level equivalent 631-767-6071 DRAIG�DASTUOIONT.COM to the insulation on the surrounding surfaces. ENGINEER OF RECORD: 4. Installation -the components of the building thermal envelope shall be installed in accordance with the criteria listed in table 402.4.1.1 Where required by code official, an approved third party shall inspect all components and verify compliance. �C INTERIOR CONDITIONED INTERIOR CONDITIONED INTERIOR CONDITIONED E N G I N E E R I N G SPAGI=- ROOM ABOVE GARAGE SPACE-- ROOM ABOVE GARAGE SPADE-- ROOM ABOVE GARAGE 5. Testing- Building or dwelling unit shall be tested and verified having less than structural engineering services • consulting CAVITY INSULATION CAVITY INSULATION CAVITY INSULATION MANUFACTURED THIN- or equal to 3 ACH50 in CZ 4A, 5, 6A. testing shall be conducted by an approved third party. PROFILE ATTIC VENTED AIRSPACE _ WOOD FLOOR TRUSS __ _ WOOD FLOOR TRUSS _- _ WOOD FLOOR TRUSS VENTILATION BAF 6. Ducts - Su I and return ducts in attics shall be insulated to a minimum of R-i 3"or greater JAMES J.DEERKOSKI P.E. ASSEMBLY _ _ ASSEMBLY NWAA ASSEMBLY ATTIC INSULATION any -- CAVITY INSULATION A A CAVITY INSULATION CAVITY INSULATION (FULL WID in diamer, and R-6 it ducts less than 3" In diameter. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 UFWAA 1 1/2"RIGID INSULATION V RIGID INSULATION 1"RIGID INSULATION 6a. Duct Sealing - Ducts, air handlers and filter boxes shall be sealed. OWNERSHIP&USE OF DOCUMENTS: 1 1/2"RIGID INSULATION V RIGID INSULATION - - 1"RIGID INSULATION 7. Duct testing -Ducts shall be pressure tested to determine air leakage by an approved third party. These drawings and specifications including the ideas,design ..........ailand arrangements represented therein,are the property of CONTINUOUS BEAD MEN CONTINUOUS BEAD CONTINUOUS BEAD 2x2 SLEEPERS 16 OC 2x4 SLEEPERS 16"OC 8. Building cavities shall not be used as ducts or plenums. Deerkoski+Arm Design&Engineering, DPC. OF SEA OF SEAL OF SEA 9 1x3 SLEEPERS 16"OC g P No part thereof shall be copied,disclosed to others or used in INTERIOR CONDITIONED INTERIOR CONDITIO D1"RIGID INSULATION INTERIOR CONDITIOND 1 ro r an or which SPACE-- 1 112"RIGID INSULATION SPACE SPACE-- � RIGID INSULATION connection With an-- y work or project other than fhih th CONTINUOUS BEAD p � y GARAGE GARAGE 9. Mechanical system piping insulation carrying fluids > 105 F degrees or< 55F degrees shall have been prepared without written consent. INSULATED DEMIST GARAGE INSULATED DEMIST INSULATED DEMISINC OF SEALANT be insulated with R-3 Minimum. (UNCONDITIONED SPACE) (UNCONDITIONED SPACE) (UNCONDITIONED SPACE) Drawings&specifications,as instrucments of professional 1 1/2"RIGID INSULATION service,are and shall remain the Property of the engineer. EXTERIOR INSULATED WALL 10. Mechanical ventilation -Shall meet the requirements of the IRC/IMC. WORK NOTES: 11. Equipment sizing - Per ACCA manual S, based on loads calculated per ACCA Manual J as provided by a third party HERS Rater. 12. Lighting-A minimum of 75% of permanently installed fixtures must have high-efficacy lamps 13. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy efficiency, International mechanical code, international energy conservation code. It shall be the responsibility of the General contractor to submit in detail the design, calculations, drawings,written statements of the mechanical, THIN-PROFILE ATTIC EAVE BAFFLE AND VENT air conditioning, ventilation. heatin AIR BARRIER AT GARAGE BAND JOIST 1/1 1!2"RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST//1'RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST I/1"RIGID INSULATION g, g systems ( new, existing or upgraded) WITH 2x4 SLEEPERS WITH 1x3 WOOD FURRING WITH 2x2 WOOD FURRING 5-01004 stamped by a professional engineer if required by the Owner or Building Dept. 5-01002 GreenBuildin Advisor.com 5-01003 GreenBuildin Ad LC 2008 Com GreenBuildingAdvisor.com Scale: 5-01001 GreenBuildingAdvisor.com Scale: rr_ 1 g Scale: „_ g Scale: 1 ^=1'-0" 1 "= 1'-0" V.- 1-0 1 - 1'-0' ®B°°°ingGr<anLL°pG8 14. Additions,alterations or renovation: shall comply with IECC 2015 m BulldngGreen LLC 7008 m BUAGngGreen LLC 20°6 m BuilMngGreen LLC]008 Unaltered portions of the existing building is not required to comply with this code. 15. Minimum one Programmable thermostat shall be provided for each separate heating and cooling system in accordance with section N1103 Control Systems. INSULATED EXTERIOR 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance STUD WALL with Table R402.4.1.1. Apply a fresh bead of caulk to the to and bottom late PROVIDE BLOCKING AT PP Y P P STUD CAVITY AT SHOWER TILE SURROUND ISH immediatly prior to installing interior gypsum wall board. AT EXTERIOR WALL (2)LAYERS RIGID CONTINUOUS BEAD OF INSULATION SEALANT CEMENT BACKER BOARD INSTALL 1" RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALA 1"RIGID INSULATION MAINTAIN EQUAL VENT ROUGH CUT AROUND TILE SURROUND FINISH EXPANDING FOAM SEALANT FOR LENGTH OF RI VENTILATION CHUTE VENTILATION CHUTE CEMENT BACKER BOARD AT PERIMETER OF STUD CAVITY INSULAT -AIR SEAL PERIMETER ATTIC INSULATION INSULATED EXTERIOR VENTED AIRSPACE WITH EXPANDINGPROVIDE 3/8"CHANNEL EACH INSTALL 1"RIGID ATTIC INSULATION FOAM SEA T STUD WALL SIDE OF INSIDE PANEL FOR INSULATION VERTICALLY T THIN-PROFILE WALL EXPANDING PERIMETER SHEATHING FOAM SEAL CONNECT INSULATING SHEATHING TO RIGI INSULATIONBAF FOAM SEAL B JOIN MANUFACTURED MANUFACTURED SHOWER SHOWER CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF SEALANT +' 1 1/2"RIGID INSULATION EXPANDING FEW EXPANDING PROJECT: 1 1/2"RIGID INSULATION EXTERIOR INSULATED WALL —WOOD FRAME —WOOD FRAME EXTERIOR INSULATED WALL FLOOR ASSEMBI=X FLOOR ASSEM464- PROPOSED RESIDENCE FOR JNS DEVELOPMENT V EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE A D VENT 1"RIGID AROUND D SOLATION A ATTIC E VE BAFFLE CUT AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING AIR SEALING BEHIND SHOWER WITH CAVITY RIGID INSULATION ND1720 BAYSHORE ROAD Green Bu ildi ngAdvisor.corn Scale: „_ 5-01005 Green BuildingAdvisor.com Scale: r_ 5-01006 Green BuildingAdvisor.com 5-01007 GreenBuildin Advisor.com 5-01008 SOUTHOLD NEW YORK pBua°,ngcreenLLC 2008 1 -1'-0" mBue°in aanLLC2008 1 ' - 1'-0" Scale: 1 ' =1'-0" g Scale: 1 ' gcr p BuaeingGreen uc zoos p Buaa�ngGr.an uc zoos DRAWING TITLE: GENERAL NOTES —CEMENT BACKER BOARD CEMENT BACKER BOARD CONTINUOUS BEAD —TUB SURROUND FINISH TUB SURROUND FINISH OF SEALANT TUB U TUB U SET: ISSUED FOR: DATE: TUB SURROU TUB SURROU -(BEYOND)T-- (BEYOND-- PERMIT SUBMISSION - October 9th, 2019 —CONTINUOUS BEA OF �2)LAYERS RIGID PREFAB FIREPLACE El IT PREFAB FIREPLACE IT SEALANT NSU LAT IO N —PROVIDE BLOCKING AT EXPANDING FOAM SEA NT INSULATED EXTERIO INSULATED EXTERIO STUD CAVITY AT TUBSTUD WALL AT EXTERIOR WALL AT PERIMETER OF STU CAV STUD WALL INSTALL INTERIOR SH ATHING —INSULATED EXTERIOR PROVIDE 3/8"CHANNEL ACH INSTALL INTERIOR SH ATHING PRIOR TO INSTALLATI N OF STUD WALL SIDE OF INSIDE PANEL OR PRIOR TO INSTALLATI IN OF PREFAB FIREPLACE U IT —THIN-PROFILE WALL EXPANDING PERIMETE PREFAB FIREPLACE U IT SHEATHING FOAM SEAL INSTALL SOLID BLOC NG —CONTINUOUS BEAD O CONTINUOUS BEAD O -EXPANDING FOAM SEALANT SEALANT SEALANT AROUND PERIMETER F BLOCKING-EAC BA EXPANDING FGAM EXPANDING FGAM —WOOD FRAME --WOOD FRAME CONTINUOUS BEAD OF SEAL: DATE: • FLOOR ASSE"A,.,Q FLOOR ASSEMBLY —WOOD FRAME SEALANT October 9th, 2019 FLOOR ASSEMBLY • CAVITY INSULATION PROJECT --WOOD FRAME NO: CONTINUOUS BEAD OF . , FLOOR ASSEM[36�4 2019 -44 SEALANT DRAWN BY: CAVITY INSULATION .•° . 11"RIGID SOFFIT CNOU ---- CMA c�Fr n1F w U} CHECKED BY: JJD a• `, . �. s SCALE: 1'-0" (NTS) C7 A j W AIR SEALING AT CANTILEVERED MANUFACTURED AIR SEALING AT PLATFORM FOR MANUFACTURED .L AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SE ION AIR SEALING BEHIND TUB WITH CAVITY RIGID INSULATION m SHEET NUMBER: FIREPLACE ASSEMBLY FIREPLACE ASSEMBLY z� :�. �.�_�•.tl �•� GreenBuildin Advisor.com 5-01009 Green Build in Advisor.com 5-01010 - - :_ g Scale: 1 "= 1'-0' 1 "- 1-0' GreenBuildin Advisor.com 5-01011 Green o �> 0Bu,dngGreenLLC2008 oBu,J°,oGr ,LLCP008 Scale: _ r r g Scale: groon Scale: 5-01012 A� h p Buuamgcr�n uc zoos 1 –1'-0" LLC1 -1-0' G-8 DOB NUMBER: OF JAMES J DEERKOSKI, PE DUCTSEALING REQUIREMENTS © DEERKOSKI + ARM DESIGN AND ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS �� E' Eal'�I�'��os��t -� ARM DE&IGN ENGINEERING DPC DEERKOSKI -F ARM DESIGN AND ENGINEERING DPC y 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 CRAIQ@DABTUDIONT.COM ENGINEER OF RECORD: PROVIDE RIGID INSULATION 13AFFLE E E_ AROUND VENTILATION CHUTE-FOAM SEAL E N G I N E E R I N G PERIMETER OFCAVITY INSULATION structural engineering services • consulting RIGID INSULA CONTINUOUS BEAD OF SEALANT WOOD FRAME FLOOR JAMES J.DEERKOSKI P.E. PROVIDE STUD CAVITY CLOSURE PROVIDE RIGID CAVITY INSULATION ASSEMBLY 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11976 THE BACK SIDE OF EACH INSULATION BAFFLE CONTINUOUS BEAD OF ST OWNERSHIP&USE OF DOCUMENTS: STUD CAVITY UNINSULATED KNEE WALL SEALANT ELECTRICAL WIRE AROUND VENTILATION CHUTE-FOAM SEAL RIGID INSULATION HVAC DUCT PERIMETER OF CLOSURE AT INTERIOR PLUMBIN TOP PLATE RIGID INSU O OF RAFTER CAVITY WOOD FRAME SOFFIT These drawings and specifications including the ideas,design CONTINUOUS BEAD OF SEALANT ASSEMBLY TOP 1?1:4c-T - EXPANDING FOAM SEALANT and arrangements represented therein,are the property of EXPANDING FOAM SEALANT _A®r Deerkoski+Arm Design&Engineering, DPC. AT RIGID INSULATION/ PROVIDE INTERIOR SHEATHING No part thereof shall be copied,disclosed to others or used in PROVIDE SOLID BLOCKING AT EXTERIOR WALL PRIOR EXPANDING F AM connection with any work or project other than for which they BENEATH KNEE WALL SUBFLOOR INTERFACE TO SOFFIT ASSEMBLY SEA WALL STUD have been prepared p p ed without written consent. CAVITY INSULATION WALL S Drawings&specifications,as instrucments of professional --- service,are and shall remain the Property of the BAN _ CONTINUOUS BEAD p rtY engineer. D JOIST INSULATION g OF SEALANT WORK NOTES: CONCEPTUAL INSULATION AT CAPE-STYLE ROOF H CONCEPTUAL INSULATION AT CAPE-STYLE ROOF H AIR SEAL AT DUCT SOFFIT AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION CEILING AND KNEE WALL CAVITY INSULATION 5-01013 ROOF CAVITY INSULATION WITH RIGID INSULATION CLOSURE GreenBuildingAdvisor.corrl Scale: GreenBuildingAdvisor.com BmldingGreen LLC 2008 5-01014 GreenBuildingAdvisor.com scale: 9 Scale: g Scale: 9 Scale: g 5-01024 0 mBulltlingGreenLLC2008 mBmldingGreenLLC 2008 :J 5-0 022 GreenBuildin Advisor.com 5-01023 GreenBuildin Advisor.com ®BwlnngGreen LLC 2008 ®BUlidngGreen LLC 20D8 WOOD FRAME FLOOR ASSEMBLY INTERIOR CHASE WALLS SSEMBL�FRAME FLOOR PIPE PENETRATION FLOOR GRILLE CONTINUOUS BEAD OF CONTINUOUS BEAD OF SEALANT CONTINUOUS BEA T SEALANT EXPANDING FOAM AT FLOOR DUCT BOOT PERIMETER OF PIPE CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEAT THIN-PROFILE SHEATHING PROVIDE INTERIOR SHEA HIN SUBFLOQR WOOD FRAME SOFFIT EXTERIOR WALL AND CEILI G P CLOSURE AT EXTERIOR WALLo AT EXTERIOR WALL PRIG ASSEMBLY TO SOFFIT ASSEMBLY CONTINUOUS BEAD TO SOFFIT ASSEMBLY PROVIDE INTERIOR SHEATHING OF SEALANT INSULATED FLEXIBLE AT EXTERIOR WALL PRIOR CONTINUOUS BE D CONTINUOUS EAD DUCT TO SOFFIT ASSEMBLY OF SEALANT OF SEALANT TIE AT INNER LINER PROJECT: MASTIC AT INNER LINER WOOD FRAME SOFFIT LADDER BLOCKING WOOD FRAME SOFFIT TIE AT OUTER LINER CONTINUOUS BEAD ASSEMBLY OF SEALANT --INTERIOR EXTERIOR INSULATED WALL --INTERIOR ASSEMBLY CABINET CABINET PROPOSED RESIDENCE FOR JNS DEVELOPMENT AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT//SINGLE-STORY AIR SEAL AT CHASE WALLS H PLAN AIR;SEAL AT CABINET SOFFIT H TWO-STORY AIR SEAL AT DUCT BOOT 1720 BAYSHORE ROAD GreenBuildingAdvisor.com Scale: 5-01026 GreenBuildingAdvisor.com scale: 5-01 027 Green BuildingAdvisor.com 5-01 031 GreenBuildin Advisor.com 5-01 032 GreenBuildingAdvisor.com Scale: 5-01 033 SOUTHOLD, NEW YORK o BuildngGreen LLC2008 Q BuAtlfngGreen LLC 2008 Scale: g $Cal r2r._ Q BuiIGngGreen LLC 2008 QBuildingGreen LLC 2008 � 1/2 —�'—On Q BudGngGreen LLC 2008 DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 CAVITY INSU LCAVITY INSU RIGID INSULAT RIGID INSULATI AT S LO AT S LO INSTALL SHEATHI INSTALL SHEATH I ON TRUSS PRIOR ON TRUSS PRIOR FRAMING WALL FRAMING WALL VENT VENT SEAL: DATE: VEN VEN D October 9th, 2019 ATTIC ATTIC ATTIC CAVITY INSULATI I ATTIC PROJECT NO: CAVITY I NS U 2019 -4a UNCONDITIONED SPACE DRAWN BY: CONDITIONED SPACE OF NES CHECKED BY: CMA JJD /.� n 'S�� SCALE: * ~ * 1 rr= V-0" (NTS) CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS S TEM Il CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SY STEM ABOVE CONDITIONED SPACE - ABOVE UNCONDITIONED SPACE 5-01015 n !� ;� 4 � SHEET NUMBER: GreenBuildingAdvisor.com Scale: 5 01035 GreenBuildingAdvisor.com Scale: x�r. > r w 0 BulldingGreen LLC 2008 0 BwlangGreen LLC 2008 \O� Yr 0,2 (3-9 �y�0 DOB NUMBER: OF JAMES J DEERKOSKI, PE OC OEERKOSKI + ARM DESIGN AND ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTSD€-r-r-or--m + Apm DESIGN Fa ENGINEERING DPG DEERKOSKI + ARM \N DESIGN AND ENGINEERING DPC CONTINUOUS BEAD 1 6 LIBRARY AVE. SUITE C OFSEALANT WESTHAMPTON BEACH NY 11978 631-7r.7-607 I CRAIG@DASTUDIONT.COM ENGINEER OF RECORD: CONTINUOUS BEAD OF SEALANT SILL SEALER METAL FASHI CONTINUOUS BEAD E N G I N E E R IN G CONTINUOUS MINIMAL _- _ OF SEALANT structural engineering services • consulting EXPANDING FOAM AT - ____ WITH 1/4 CONCRETE SLAB _ _ 3/4"THICK RIG :D WINDOW PERIMETER INSULA ►. �+ ► .. JAMES J.DEERKOSKI P.E. PROTECTIVE .• • ' �,, 6.' ! •' 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 COVERING • ' CEILING GYPSUM BOARD FINISH E ;•' :• = OWNERSHIP&USE OF DOCUMENTS: AS AIR BARRIER I I VIII •. :. " •;. ( ILII III These drawings and specifications including the ideas,design CONTINUOUSBEAD I I and arrangements represented therein,are the property of OF SEALANT Deerkoski+Arm Design&Engineering, DPC. CONTINUOUS BEAD — No part thereof shall be copied,disclosed to others or used y ' •• `' • D' � connection with any work or project other than for which they WINDOW UNIT AS • 6 MIL POLYETHYLENE have been prepared without written consent. OF SEALANT IIIA VIII ► . . : ': (CONTINUE UNDER Drawings&specifications,as instrucments of professional T11AIR BARRIER - = ENTIRE SAB) service, and shall remain the Property of the engineer. CONTINUOUS MINIMAL wORKNOTEs: CONTINUOUS MINIMAL EXPANDING FOAM AT EXPANDING FOAM AT WINDOW PERIMETER WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE TURNED DOWN CONCRETE SLAB/13/4"RIGID INSULATION CONTINUOUS BEAD 1-00001 OF SEALANT WINDOW UNIT AS GreenBuildingAdvisor.com AIR BARRIER Scale:l1/2"= 1'-0" �ButldMgGreen LLC 2008 CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT . .° OF SEALANT CONTINUOUS BEAD SILL SEALER OF ADHESIVE CONTINUOUS BEAD METAL FLASH! CONTINUOUS BEAD \ OF SEALANT CONTINUOUS SILL SEALER FULL WIDTH OF MUDSILL OF SEALANT 1"THICKRIGI CONCRETE SLAB INSULA .'' k.' \/ \� FOUNDATION WALL AS6. PROTECTIVE ►•• ' ► ' AIR BARRIER COVER \ �\ �\ • . CONCRETE SLAB AS FINISH DE :•• • .:,•D'• ••.' •� ;.•: — — =11111 11111= AIR BARRIER j'':. •. . " •D . CONTINUOUS BEAD III VIII— .' • ! '•:D; ";,. •� = 6 MIL POLYETHYLENE OF SEALANT ' r• ENOTIIRE SLAB) DER / 4 PROJECT: I I=i II I i=1 n I i=i CONCEPTUAL AIR SEALING STRATEGY // CONCEPTUAL AIR SEALING STRATEGY // PROPOSED RESIDENCE LOWER WALL SECTION UPPER WALL SECTION FOR GreenBuildingAdvisor.com Scale: 5-02002 Green Bui ldingAdvisor.com Scale: 5-0-2003 TURNED DOWN CONCRETE SLAB//1"RIGID INSINSULATIONJNS DEVELOPMENT BuildingGreen LLC 2008 0 BuildingGreen LLC 2008 1-00002 1720 BAYSHORE ROAD Scale:GreenBuildingAdvisor.com Sl 0Building0reenLLC2008 SOUTHOLD, NEW YORK DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: CONTINUOUS BEAD OF SEALANT PERMIT SUBMISSION -October 9th, 2019 TUB UNIT-- CONTINUOUS BEAD OF ADHESIVE INTERIOR VERTIC E INSTALL PLUMBING AT CONTINUOUS BEAD INTERIOR L ATION OF SEALANT PROVIDE INTERIOR SHEA HI ATTIC INSU _fAT EXTERIOR WALL PRIG TO INTERIOR WAL SE BL WOOD TRUSS FRAMING %FA,LSOSO SS SHEATH INTERIOR OF ATTIC ACCESS TO +1"OF INSULATION tEV INTERI R WALL— --INTERIOR VERTICAI-6#A6E 1"RIGID INSULATION WALRI R PROVIDE INTERIOR SHEATHING > N1 '111 N AT EXTERIOR WALL PRIOR TO INTERIOR WALLA 1> ACCESS PANEL CONTINUOUS BEAD DRAWACCESS PANEL NUG OF SEALANT WITH PERIMETER INTERIOR GYPSUM WALLBOARD TRIM AS REQUIRED SEAL: DATE: ADDER BLOCKING AS REQUIRED AS AIR BARRIER FINISH CEILING October 9th, 2019 —INSULATED EXTERIOR WALL ADDER BLOCKING AS REQ'D INSULATED EXTERIOR WALL PROJECT NO: r 2019 -44 _ DRAWN BY: Y i�F N 'j1, CMA CHECKED BY: 'P J JJD CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND AIR SEALING AT HATCH FINISH SCREWS IST AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING AT CORNER VERTICAL BATHTUB CHASE r � �wr.Y !':.� * SCALE: // � e.� "� _ ,- �� 5-02011 5-02020 5-02021 5-02022 rh � >r w 1 1 0 (NTS) Green BuildingAdvisor.corrl Scale: GreenBuildingAdvisor.com Scale: GreenBuildingAdvisor.com Scale: GreenBuildingAdvisor.com Scale: SHEET NUMBER: 0 BuedingGreen LLC 2008 m 3.0dtl g&r LLC 2008 m B.16ngGreen LLC 2008 0 BulldngGr LLC 2008 G- 10 DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTSrEm,-car--rm + ASM 1171 DESIGN a ENGINEERING DPC DEERKOSKI -f- ARM DESIGN AND ENGINEERING DPG 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 CRAIGPDASTUDIONT.COM ENGINEER OF RECORD: INSULATED EXTERIOR — LU STUD WALL ROOF SKYLIGHT EXPANDING FOAM SEALANT BLOCKING AS REQUIRED —ROOF RAFTER CONTINUOUS BEAD OF SEALANT E N G I N E E R I N G GYPSUM BOARD BOX ENCLOSURE MANUFACTURED RECESSED LIGHT ENCLOSURE RIGID INSULATION INTERIOR INSULATED WALL BETWEEN structural engineering services a consulting ATTIC INSULATION ATTIC INSULATIONR-VALUE/THICKNESS PER CLIMATE CONDITIONED SPACE AND ATTIC ATTIC TRUSS ATTIC TRUSS ROUGH STRINGER GYPSUM BOARD JAMES J.DEERKOSKI P.E. (BOTH SIDES OF WALL) 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 EXPANDING FOAM SEALANT CONTINUOUS BEAD INSTALL INTERIOR SHEATHING OWNERSHIP&USE OF DOCUMENTS: OF SEALANT PRIOR TO INSTALLATION OF `" FINISH ENCLOSURE These drawings and specifications including the ideas,design 7 3" 3° _ MIN MINRTF �'A Ai CONTINUOUS BEAD OF EXPANDING and arrangements represented therein,are the property of V IV _ — INSTALL SHEATHING AT ATTIC SEALANT FOAM Deerkoski+Arm Design&Engineering, DPC. — — — — SIDE OF SKYLIGHT SHAFT SEALANT No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they EXPANDING FOAM SEALANT AT PERIMETER EXPANDING FOAM SEALANT AT PERIMETER have been prepared without written consent. SKYLIGHT SHAFT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT —� CAVfTY INSULATION Drawings&specifications,as instrucments of professional DRYWALL CEILING LLLDRYWALL CEILING --WOOD FRAME service,are and shall remain the Property of the engineer. RECESSED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE ATTIC INSULATION FLOOR ASSEMBLY—• BLOCKING AS REQUIRED GYPSUM BOARD LINER 20 BLOCKING— WORK NOTES: EXPANDING FOAM SEALANT SECTION THRU STAIRWAY SECTION THRU WALL AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC-D-13 AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC-D-13 AIR SEALING AT SKYLIGHT SHAFT TBC-D-4 AIR SEALING AT DOUBLE WALLS TBC_D-O AIR SEALING AT INTERIOR WALL BETWEEN CONDITIONED SPACE TBC-D-12 TBC-D-4 15- 02042 AND UNCONDITIONED ATTIC GreenBuildingAdviscr.com Scale:l 1 2" = 1'-0" 5- 02040 Green BuildingAdvisor.com Scale:t 1/2" = t'-O" 5— 02041 Green BuildingAdvisor.corn Scole:l 1/2" = t'-0" Green Buil ding Advisor.corn Scale:t t/2" = 1'-0" 5- 02043 Green Buil ding Advisor.com Scale:l t 2" = 1'-0" 5- 02044 OBuildingGreen LLC 2000 OBuIldingGreen LLC 2006 OBulldingGreen LLC 2006 OBuild1ng0reen LLC 2006 OBuildingOreen LLC 2006 / EXTERIOR INSULATED WALL EXTERIOR INSULATED WALL PLYWOOD/OSB SHEATHING RIGID INSULATION SHEATHING "R—VALUE/THICKNESS PER CLIMATE PORCH RAFTER (TAPE ALL JOINTS) 2x LEDGER ON TOP OF PORCH RAFTER WEATHER BARRIER AND SHEATHING 2x LEDGER ON TOP OF RIGID INSULATION BUILDING PAPER WEATHER BAR_ I R -- � PROJECT: i PROPOSED RESIDENCE FOR » - �� TBC—D-14 JNS DEVELOPMENT AIR SEALING AT PORCH ROOF AT 1/2 PLYWOOD EXTERIOR SHEATHING TBC_D 14 AIR SEALING AT PORCH ROOF AT 1 RIGID INSULATION SHEATHING — 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK Green BuildingAdvisor. com Scale: 3/4 = 1'-0" Green Buildin gAdvisor. com Scale: 3/4" = 1'-0" ©E�uildingGreen LLC 2008 ©BuildingGreen LLC 2008 DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 ATTIC INSULATION ATTIC FLOOR FRAMING ATTIC INSULATION RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" RIND INSULATION - "R-VALUE/DEPTH PER CLIMATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE 7/7 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED SF(E BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED MECHANICAL LATCH TO PRESSURE SEALANT TYPICAL SEAL: DATE: SEAL AT WEATHERSTRIPPING INSTALL INTERIOR SHEATHING AT EXTERIOR WALL PRIOR October 9th, 2019 MECHANICAL LATCH TO PRESSURE TO INTERIOR WALL ASSEMBLY SEAL AT WEATHERSTRIPPING PARTITION WALL PARTITION WALL c PROJECT NO: Qy Y, 2019 -44 VOLE HOUSE FAN (SEASONAL USE) DRAWN BY: 0 MANUFACTURED PULL DOWN STAIR _W CMA LADDER BLOCKING AS REQ'D CHECKED BY: O INSULATED EXTERIOR WALL JJD SCALE: rD 1" = 1'-0" (NTS) SHEET NUMBER: W 4TH G- 1 1 AIR SEALING AT WHOLE HOUSE FAN ENCLOSURE TBC-D-15 AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR TBC-D-5 AIR SEALING AT COMMON WALL BETWEEN DWELLING UNITS TBC-D-16 = _ 5- 02048 5- 02049 DOB NUMBER: OF Green BuildingAdvisor.com Scale:1 1/2" = l'--O - 5- 02047 Green Bu Scale:1 1/2' 1' 0" GreenBuildingAdvisor.com Scale: 1/2" = 1'-0" JAMES DEERKOSKI, PE OBullding0reen LLC 2008 OBulldingGreen LLC 2008 OBuildingGreen LLC 2006 © DEERKOSKI + ARM DESIGN ANo ENGINEERING DP FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ®8 '�" � CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. E&lCxN & ENGINEERING DPC NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI -I- ARM ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 1'-6» 21'-5Y" DESIGN AND ENGINEERING DPC EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 16- -4" 1 6 LIBRARY AVE. SUITE C « WESTHAMPTON BEACH NY 11975 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 631-767-6071 CRAir.PDASTUDIONT.com & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ENGINEER OF RECORD: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM IX11i (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE E N G I N E E R I N G structural engineering services • consulting I NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- JAMES J. E P.E. Tie. No Substitutions are Approved or Authorized. 16 LIBRARY AVENUE,SUITE C,,V+/ESTHAMSTHAMPTON BEACH,NY 11978 Due to the Relationships of Framing Hardware to the other Components of the Structure, any Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the OWNERSHIP&USE OF DOCUMENTS: Installer Contractor Assuming Responsibility for the Design and Performance of the Entire System. I I These drawings and specifications including the ideas, design and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering, DPC. I ( No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they I have been prepared without written consent. 8"CONCRETE WALL Drawings&specifications,as instrucments of professional with #5 BARS- 24" oc(VERTICALLY) service,are and shall remain the Property of the engineer. with #5 BARS- 24" oc(HORIZONTALLY) WORK NOTES: with (2) 14 BARS- TOP &BOTTON (HORIZONTALLY) DECK I PATIO ABOVE I I 18" x 8'CONCRETE FOOTING " TOP OF PIER SHALL BE 18'BELOW GRADE " TOP OF PIER SHALL BE 18'BELOW GRADE I with (3)15 BARS - 6" oc(the long way) 15-9 20-0 15-90— I with #5 BARS- 48'oc(the short way) I r I FOOTING IS TO BE A MINIMUM OF 36"BELOW ANAL GRADE I o o I (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) o DROP FOUNDATION FOR 3=0" WIDE DOOR 7-i9 CV " » —'— LOWERED WALL SECTION EZ4I C 310 I I I Ips O I I 2'-0 * o [V - " PROVIDE APPROVED FIRE PROTECTION BELOW FLOOR JOISTS ABOVE. PROVIDE 1/2"DRYWALL,5/8"PLYWOOD OR APPROVEDALTERNATIVE 8A ICFE FOUNDATION — - - -CONCRETE WALLS I I THICK v_ with 15 BARS- 48'oc(BOTH DIRECTIONS- TYP) o) 0 o I I oD with (2)(�5 BARS AT TDP &BOTTOM z UNFINISHED BASEMENT I _ 8 x I PROVIDE A MINIMUM OF 2 CONCRETE COVER ON REBAR I I- i� I I ^ 4" PC SLAB Z " �2 ® S3® I 16'x 8"CONCRETE FOOTING • I with (3) #5 BARS- 6'oc (the long way) oo with #5 BARS- 48" oc (the short way) CID RIP I » Ski" DIA S11. COLUMN I oN UNEXCAVATED o 0 w I GARAGE FIMSH FLOOR: I — I 24" x 24`X 12'CONC FTG co DRM°��� with(4) 5 BARS- 6' oc 3>_8�" _�" 6' REINFORCED CONCRETE SLAB �o a (BOTH DIRECTIONS- TYP) 4 I W/6x6 W2.OxW2.0 EPDXY COATED WWM I I8 N Ilk » » ON VAPOR BARRIER OVER 8' - - - -3Y -1 '10'-W 10 UJ -2Y ('�' COMPACTED ALL o I l' x IIX APB GIRDE t M w x I PROVIDE CONCRETE HARDNER FOR �I = PROVIDE PAINTED , c, ALUMINUM GRATE w I � •� BEM CONCRETE GARAGE SLAB OC T I 3I � I PROVIDE DRAIN S I AD R Ski"x 11T APB GIRDER 11x APB RDER x 111 APB GIRDER SXt x 11?� APB GIRDER 1 G 'S1¢�„'�' APB GIRDER N GARAGE SLAB ABOVE PIPED TO DRYWALL I . o � B AM I SLOPE SLAB TO OVER- d REFER TO P CK T t ` _ z DRAINAGE PLAN » T IRS x Ski' DIA STL COLUMN I HEAD GARAGE DOORS 0 I UP = 25 24' x 24'X 12'CONIC FTG o with (4) 15 BARS- 6'oc \ I I 20'_� I I� PROJECT: -- I I (BOTH DIRECTIONS- TYP) CV190-610 I - - - - - - - - - 2817 - - - - - - PROPOSED RESIDENCE r P .-P FOR °' "na -' — — — — — —2 RIXECC F—i J NS DEVELOPMENT l UNEXCAVATED COMPACTED SLAB 0 0 I 4'p.c. slab w 6 x 6 ,110/10 welded wire I o I I I 1 mesh lapped and woven around reinforcing I 1720 BAYSHORE ROAD 4 Reinforcing rods in poured SOUTHOLD NEW YORK 'i - concrete hounch and at top of p.c. slabr4E 1771 - 8' CONCRETE WALL ' I with #5 BARS- 24'oc(VERTICALLY) NI � DRAWING TITLE: 77. with #5 BARS- 24" oc(HORIZONTALLY) +_ with (2) 14 BARS- TOP &BOTTON (HORIZONTALLY) I I FOUNDATION PLAN 1$'x8'CONCRETE FOOTING V4-8Y, 1D --4-sY' , DIMENSIONS & STRUCTURAL with (3)15 BARS- 6'oc(the long way) with #5 BARS- 48' oc (the short way) FOOTING IS TO BE A MINIMUM OF 36'BELOW ANAL GRADE SET: ISSUED FOR: DATE: (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) " PERMIT SUBMISSION - October 9th, 2019 10-5' 10-5 20'-10" '-10" 2C-Ur- -72 1_11 0'-10'72'-11 FIRE PROTECTION AT FLOOR SYSTEM Mineral Wool Insulation(') '/2-inch Gypsum Board(") SEAL: DATE:thi sheathing Q Floor sheathing - 19.2 inches maximum Floor sOctober 9th, 2019 --- -- --- 1-joist it Hoist II 1 Gypsum board length _ (see below) PROJECT NO. 2019 -44 Mineral wool insulation 1/2"gypsum board DRAWN BY: � -- - - - CMA A Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. Ioist spacing(in.) _ Required length for gypsum boards(in.) O 9 , -- _--- _. ._.-- CHECKED BY: (B) I-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-/e 12 11.1/8 t 1/8 inches th'ck x 2 inches wide. Minimum web thickness of 3/e inch. Adhesives used shall be as described in the quality manual approved b 16 15-1/8 1/8--- - -- - - - - ---- - --- - ------ -- --- - ---- jO ( ) y APA. '( ) 9 -.--_-_.-___- �� .1 U C.f:,y ,F SCALE: /4"= 1' 0" 1 C Mineral wool batt insulation:Minimum 2.5 lb/ft nominal and 3-inch-thick mineral wool batt insulation made of rock or furnace slag 19.2 18-1/4 1/8 . (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more Notes than 4 inches from ends of balls.Use minimum of 15/,-inch-,18112-,and 23-inch-wide insulaton batt when 1-joist spacing is 16 inches, n g g I 1 • ` r %_ i '. W SHEET NUMBER: 19.2 inches and 24 inches on center,respectively. Gypsum board lent s shown above rovide at least 114°beorin on the top of the bottom flangr,in each I-joist as installed FOUNDATION PLAN WALL DIMENSION & GIRDER PLAN Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and to A101 ; similar openings or penetrations shall be permitted. (A) Floor sheathing:Materi4s and installation in accordance with 2018,2015 and 2012 IRC Section R503. t Scale: 1/4" = 1 r-Orr �U A- 1 (B) Ijoist:Installation in acardance with Section 4.0 of this report. Maximum 19.2 inches on center spacing. Minimum flange size of 1-/8 NOTES: �? 2 01 FIGURE 7-FIRE PROTECTION:MINERAL WOOL INSULATION inches thick x 2 inches w1e. Minimum web thickness of /8 inch. Adhesives used shall be as described in the quality manual approved by APA. 1. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS (C) 1-layer of/2-inch-thick gypum board complying to ASTM C1396 provisions for gypsum wallboards,installed on the top of the bottom 1. INSTALL SOLID BLOCMG IN FLOORJOISTS B'-0"O.C. flange. Mechanical fastene or adhesive attachment to the top of the bottom flange is not required. A maximum gap of 5/16 inch DOB NUMBER: OF between the edge of the gylsum and the I-joist web shall be permiited. ALL BIRDERS ARE DROPPED UNLESS OTHERWISE NOTED Note: Penetrations or openings foducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar VERIFY DEPTH TO GROUND WATER openings or penetrations shill be permitted. JAMES J DEERKOSKI, PE FIGURE 8-FIRE PFOTECTION:%-INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Servloes,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME �� �� �`F ` � PC CONSTRUCTION MANUAL (VdFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. — J ' DE&€GN �� ENGINEr RING DPc NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 72-1 V) FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. �� DEERKOSKI + ARM 21'-512" DESIGN AND ENGINEERING DPC ALL SIMPSON HANGERS HAVE: BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY " r " i 3 " " " EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 10-5 15-4 12-2� -9� -9y 16- -4 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11975 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 631-767-6071 CRAIG@DASTUDIONT.COM & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ENGINEER OF RECORD: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 11 11 1 1 (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 1 I (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES E N G I N E E R IN G (4) SHEATHING TO BE NAILED TO TOP PLATE structural engineering services • consulting I NO SUBSTITUTIONS I All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- I JAMES J.DEERKOSKI P.E. Tie. No Substitutions are Approved or Authorized. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 Due to the Relationships of Framing Hardware to the other Components of the Structure, any OWNERSHIP&USE OF DOCUMENTS: Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. These drawings and specifications including the ideas,design and arrangements represented therein,are the property of No part thereof shall be copied, Engineering, d,d sclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. " WORK NOTES: € DECK 1 PATIO 29'-6tO �" I TW21046 TW21046 " DOR 3060 1 PANEL DOOR TW210510 FWG 8080 slider TW21D510 FWG 8060 slider 7'SM 1' SNI VERIFY SLIDING DIRECTION 2 " i 2 € CV C '73CD 0 a En CQ 2 CAR GARAGE VERIFY PREFABRICATED FIREPLACE MODEL �%i "' 2r ",: VERIFY ALL DIMENSIONS Z N Fire o ,;, �:� R INSTALL AS PER MANUFACTURER'S `" ' '' " s CENTER OF FIREPLACE - SINK - ISLAND- RME >i"eq�i roup ``S Ter o € �I25 W SPECIFICATIONS AND NYS CODE ncli — — 3r-10» r 2» * br n VERIFY ALL FINISHED MATERIALS LIVING ROOM DINING ROOM KITCHEN BENCH NYS Code Q = AND CLEARANCE TO COMBUSTIBLES V-1 r CEILING HEIGHT A'-1 r CEILING HEIGHT -1 WX NEWT " AS REQUIRED BY NYS CODE — — — — — — s N N N ^ PULL DOWN STAIRS 2 CAR GARAGE o N MUDROOM 0 V-1�'COUNG HEIGHT rJ � 2680 M r » " r n r n f » 1= _ _ _ N -11 15r-0 10-9 3-� -1%— N 2 SLOPS SLAB TO CIVE>e- lb BEARNG MALL - -—-—-—-—-—- BEARWG WALL DROPPED HEADER fLAPoNG KALI BEARI G WALL HFSAD a�,aAOE DooYS 2 r » r » € x 3- STARTS�p �: ST IRS = —0/8 2 BATHROOM I 2 C, o, ' DOWN N s-1 r CEILING NEW HT ti FOYER I PROJECT: — NPOWDER RM V-1 r Cn,NG NES► � I 4 PANTRY ------------- ^ N N 9'-1r�EILMG HEIGHT = s►€ r oD r 1 FTSTAI JT ,\ R- 2 Gj r!%9�2'L HEADER Tw2to510 TW2to510PROPOSED RESIDENCE ''' I TW21510 TW21510 iW21510FOR I � JNS DEVELOPMENT I I I I I 1720 BAYSHORE COVERE PORCH OAD SOU HOLD, NEWYORK BLUES TONE Li [1-:11 E-1 DRAWING TITLE: 12" HB&G I,," HB&C 12" H &G 12" HB,:G 0 FIRST FLOOR PLAN I DIMENSIONS I OF CANTILEVERD BALCONY A� —O I 7Y" -1" 11 S" '-1" 7/2 SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 10'-5" 1 ' 0'-5" '-11" -11" '-4Y" '-QY" '-OY" '- 10'-6" 10'-11 20'-10" '-10" 20'-10" 72'-11y" SEAL: DATE: October 9th, 2019 1 FIRST FLOOR PLAN -WALL DIMENSION PLAN A102) ,1„_ „ a SCALE. -1,.0 PROJECT NO: All interior headers not noted are to be 3rx 9� LVL Header 2019 -44 .� All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be 52 x 7%, APB Headers DRAWN BY: ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION LIVING SPACE - 1263 s ft CMA ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION q �"' CHECKED BY: � OF INU-1ti PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS ����_ °I._f_f' 0'�� SCALE: JJD FRONT PORCH = 104 sq ft. - , " 1/4"= 1'-011 ¢•�`� SHEET NUMBER: UJ GARAGE = 472 sq ft ° A- 1 02 DEERKOSKI +ARM ASSOCIATES, DPC. NOTE DEERKOSKI +ARM ASSOCIATES, DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR, BUILDER,TRADESMAN OR WORKER SHALL DOB NUMBER: OF INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI +ARM ASSOCIATES,DPC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI+ARM ASSOCIATES,DPC HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND JAMES J DEERKOSKI, PE PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD DEERKOSKI&ARM ASSOCIATE, DPC. HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR MRKMAN. © DEERKOSKI + ARM DESIGN AND ENGINEERING DP THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI+ARM ASSOCIATES, DPC SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, LOCAL AND STATE CODES AND MANUFACTURER'S SPECIFICATIONS. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION 't- ARRA CONSTRUCTION MANUAL (WFCIVI) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FJDESIGN & ENGINEERING DPG NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI -i- ARM DESIGN AND ENGINEERING DPG ALL SIMPSON HANGERS HAVE 13EEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN 'THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 16 uBRARY AVE. SUITE a WESTHAMPTON BEACH NY 11978 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 631-767-6071 CRAIG(c�DASTUDIONT.COM & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ENGINEER OF RECORD: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM IX11I (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE E N G I N E E R I N G structural engineering services • consulting NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- JAMES J.DEERKOSKI P.E. Tie. No Substitutions are Approved or Authorized. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 Due to the Relationships of Framing Hardware to the other Components of the Structure, any OWNERSHIP&USE OF DOCUMENTS: Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering, DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. WORK NOTES: CENTER OF F YER DOORS CENTER OF DOORS CENTER OF WINDOWS CENTER OF HALLWAY - - - - - - - - - - - - - - - t'-4" 1'-4" 1'-4" 1'-4" 1'-4"1 I T 1'-4" 1'-4" ECK PATI TW21046 TW21046 0 DO 30BO 1 PANEL DOOR TW210510 FWG 808 slider TW210510 FWG 80A slider 3�'%R14"lk HEADER 3'x914'L HEADER $ R 5�"x 111 LVL HEADER 7" SM 51"x 11i LVL HEADER 7" � 5�"x 11J'LVL HEADER oo 5�"x 11J'L HEADER " tuL HEADER SHEAR WALLS o 0 2 CAR GARAGE VERIFY PREFABRICATED FIREPLACE MODEL F5 m VERIFY ALL DIMENSIONS vs = m A INSTALL AS PER MANUFACTURER'S SPECIFICATIONS AND NYS CODE50 9 s VERIFY ALL FINISHED MATERIALS LIVING ROOM N m o "� DINING ROOM ?_o AND CLEARANCE TO COMBUSTIBLES Q tY-1 CELNG How "V V-1 r HUNG HEIGHT AS REQUIRED BY NYS CODE �, M �, K}ITCHEN .may M �, _ — �i)2x10 9'-1 6 CEUNIG NEW 53 I N 0 O o a N N PULL DOWN STAIRS N y, 2 CAR GARAGE SHEAR WALLS �M 9E� - - - - (2)2x10 o A= ® MUDROOM 9'-1!} PRONDE 5/8"ARE RATED SHEEIROCK AS REQUIRED N O CEILING HEIGHT '� O 4 W S D x18'LVL SEMI rlll5li HEADER SLOPE 8��OVER- BE A4L - BEARING WAIL D"HEADER BEARING MALL BEARING WALL FIE!'D D�iBAaE DOORS A- ® ® 3> LVL HEADER o x PANTRY �CM 14; \ II I .ig-IrCEILMGHEIGHr PROJECT: -E] SM SHEAR WALLS 3'xW LVL HEADER 3'x914'LVL HEADER 3Fx91'i LVL HEADER 3?xw LVL HEADER J?x9we LVL HEADER TW210510 TW210510 TW210510 TW210510 TKI0510 PROPOSED RESIDENCE II II � FOR Nail through 2x cantilever,wood backer and < 3J'x ttj' LW HEADER J N S DEVELOPMENT Blocking TJI®joist web with 2 rows 10d o _ 85 o85 panel (0.148"x 3")nails at 6" "� N on-center, clinched. Use , 1720 BAYSHORE ROAD 16d(0.135"x 3yz")nails with 3y2'TJI@ joist -'r," II II II II A- bi SOUTHOLD, NEW YORK flange widths. o .r M A F1 applies to "LVL DROPPED H 11 W5rx 9r" W DROPPED HDRFF 91" LVL DROPPE uniformly DRAWING TITLE: loaded joists 12"HBcG B&G 12" HB A only. 3rx 11 LVL LUSH HDR I I ` rx 11r LVL FLUSH HDR Wood backer � e�et or�`t� FIRST FLOOR PLAN \des i ���` NOV\ STRUCTURAL �� e OV 2 .1 O�t�` LINE OF CANTILEVERD BA CONY 0 �e -4" " " 1-4' SET: ISSUED FOR: DATE: CENTERF FOYER 10'-5' PERMIT SUBMISSION - October 9th, 2019 12'-0° SEAL: DATE: FIRST FLOOR PLAN -STRUCTURAL FRAMING PLAN October 9th, 2019 SCALE,a -1.0 PROJECT NO: /All interior headers not noted are to be 3rx 9� LVL Header or N7,*,/ 2019 - 44 All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be W x 7%, APB Headers rcrDRAWN BY:IJ CMA ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATIONCHECKED BY: ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS r ° ,� W JJD �? SCALE: SHEET NUMBER: A- 10 3 DEERKOSKI +ARM ASSOCIATES DPC. NOTE DEERKOSKI +ARM ASSOCIATES, DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR,BUILDER,TRADESMAN OR WORKER SHALL DOB NUMBER: OF INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI +ARM ASSOCIATES, DPC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI+ARM ASSOCIATES, DPC HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND JAMES J DEERKOSKI, PE PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD DEERKOSKI&ARM ASSOCIATE, DPC. HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR WORKMAN. © OEERKOSKI + ARM DESIGN AND ENGINEERING DP THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI +ARM ASSOCIATES, DPC SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, LOCAL AND STATE CODES AND MANUFACTURER'S SPECIFICATIONS. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE--� OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SWI'= & �� ':1 I AI M CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DEFaEGN ENGINEERING DPC NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI + ARM DESIGN AND ENGINEERING DPC ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 72'-1 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 SHEATHING NOTES: 20'_10" -5 631-767-6071 CRAIG(a�DASTLJDIONT.COM '-10" 20'_10" 21' Y�" ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST v2 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 10'-5" 4'-11" 101 _5" 10'-5" ENGINEER OF RECORD: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 11 11 1 1 (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM I � (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES E N G I N E E R I N G (4) SHEATHING TO BE NAILED TO TOP PLATE structural engineering services • consulting NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong— JAMES J.DEERKOSKI P.E. Tie. No Substitutions are Approved or Authorized. I 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 I I I I I Due to the Relationships of Framing Hardware to the other Components of the Structure, any ( OWNERSHIP&USE OF DOCUMENTS: Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. These drawings and specifications including the ideas,design I and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering, DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. WORK NOTES: 1 TW21052 TW21052 TW21052 TW21052 TW21052 TW21052 GAMBREL FLY RAFTERS 3r4)r LVL HEAUEIt 3r4)r LK ff" 3'd'LYL HEM GAMBREL FLY RAFTERS i 1 r MALLDIGHT — s>w � 6.0 �ffSM 12'-3k1 " r-11Y' 13'-16Y' co N " N o / MASTER BATHROOM BATHROOM / B-1 CMNG HEIGHT 1- V-1 r CEM,IHG HEIGHT / BEDROOM 1BEDROOM 2 / ' ® V-1 r CELNG HEM 3'-t1Yz" EIGH V-1 r COUHG HT 2s7o / I 26.70 1' 8'—+-1' 2 3'- 1 B 10'-2% S-3 . . o 7,��T0 0 o " r5070 BI ASS DOOR CLOSET CLOSET - -1 2-toy" 3-4 L / V-1 r CaLNG HaGHT `�' `" V-1 r CEILNG HEIGHT N c I ])(' 4870 BIPA DOOR 30 ® CLOSET CLOSET N - - - - - - - - - - - - �\ I I LINEN CLOSET N ® 6.0. 5070 BIP S DOOR \\ I q21670 s 2 70 oo \' \ I ' `� 3'-3� 10'-2 4 \\ 1'_8" '-1 '-21¢' BALCONY/LANDING M < 0 g-1 r CEIIAG HEINT \\ BEDROOM 3 ST IRS PROJECT: N I GR WA %1 -1 MALL HEIGHT -1 WALL HEIGHT '_1" 13-ti1¢" \ M MASTER BEDROOM �. T-1 r CELNG HER;FfT \ o\o ry c LVL HEADER io - - - - - - - - - - - - - - - - - - - - - - - - - - C'V TW21062 M1112 _ 3�'s41¢'IVLHEADER PROPOSED RESIDENCE TW21052 TK1052 FOR JNS DEVELOPMENT --------------- 0 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK ca I DRAWING TITLE: FWG 800 slider PROff RAILNG I AS REQUIRED , o I I I I SECOND FLOOR PLAN BY CODE I (vERFY SME) BA�ONY I DIMENSIONS SET: ISSUED FOR: DATE: PERMIT SUBMISSION -October 9th, 2019 10'-5" '-11" '-11" 10'-5" 10'-5" 20'-10" -10" 20'-10" 72'-1 SEAL: DATE: 1 SECOND FLOOR PLAN -WALL DIMENSION PLAN October 9th, 2019 .A104) SCALE:41=1'•0" PROJECT NO: All interior headers not noted are to be 3rx � LVL Header 2019 -44 r � � " DRAWN BY: All headers for 8 tall units in 9 walls and 7 tall units in 8 walls shall be 5r2 x 1Ya APB Headers N ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION /'�� ��T I'rf�yo-, CMA ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION CO ���?� CHECKED BY: JJD PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLSLu SCALE: 07 SHEET NUMBER: LIVING SPACE -1352 Sq ft �ESS�01'' _ A- 1 04 DEERKOSKI+ARM ASSOCIATES, DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR, BUILDER,TRADESMAN OR WORKER SHALL DOB NUMBER: OF INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI +ARM ASSOCIATES, DPC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI+ARM ASSOCIATES,DPC HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND JAMES J DEERKOSKI, PE PROGRAMS IN CONNECTION WITH THE WORKAND FURTHER SHALL HOLD DEERKOSKI&ARM ASSOCIATE, DPC. HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR WORKMAN. © DEERKOSKI + ARM DESIGN AND ENGINEERING DP THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI +ARM ASSOCIATES, DPC SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, LOCAL AND STATE CODES AND MANUFACTURER'S SPECIFICATIONS. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ^ `=`�� � � ° CONSTRUCTION MANUAL (WF'CM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DE&EGN ENCsINEERtNCi DPC NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI -I- ARM DESIGN AND ENGINEERING DPC ALL SIMPSON HANGERS HAVE- BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 631-767-6071 CRA10@DASTUDIONT.COM & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ENGINEER OF RECORD: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATESI I (4) SHEATHING TO BE NAILED TO TOP PLATE E N G I N E E R I N G structural engineering services • consulting NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- JAMES J.DEERKOSKI P.E. Tie. No Substitutions are Approved or Authorized. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 Due to the Relationships of Framing Hardware to the other Components of the Structure, any OWNERSHIP&USE OF DOCUMENTS: Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. These drawings and specifications including the ideas,design and arrangements represented therein, are the property of Deerkoski+Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. WORK NOTES: CENTER OF STAIRWELL WINDOW 1'-4' 1--4" TW21052 TW21052 TW21052 TW21052 TW21052 TW21052 GAMBREL FLY RAFTERS �rxw iK WAKx GAMBREL FLY RAFTERS 3r' KM GAMBREL FLY RAFTERS 3rk'I.K Km GAMBREL FLY RAFTERS e-1 r WAME01 g-t A111#IGHt o0 2xB 016 SM 2x8 016" I '® 16'ac 2x8 016'oc — — — — — — — — ;;AFTERS RAFTERS ® I �' RS RAFTERS Lf U- •� -s 2x8 CEILING JOISTS 016"oC — SET 0 9'-1 2x8 CEILING JOISTS 016'oc SET 0 9'-1 °° �y o C'n BEARNG I i - -, BHT +gyp B PDNT � rXI FT,,i ABQVEAVE `n— C 0 2x8 CEILING JOISTS 016'oC 2x10 016'oc T — 2x8 CEILING JOIST'S is'oc z t 1 N SET 0 9'-1 �' I RAFTERS SET 0 9'-1 I 1 ,' o `; 2xa®1s'oc I RAFTRS 4 / LCL l` I m q ST IRS o DUN 1^ 2x8 CEILING JOISTS 016'oc 2x8 CEILING JOISTS 016'oc b I __ ' SET 0 9'-1 �" i SET 0 9'-1 d" I $ �, I PROJECT: M — • — — I OR NA 5HE o+ 5 —� V 11 i - AU lill I +� F JrxW L HEADER — — — — — — — — — — — — — — — — — — — — - - -, TW21062 TW21062 GAMBREL FLY RAFTERS V19 IK HEAMR PROPOSED RESIDENCE TW21052 TW21052 FOR 4 , 4 TAIRWELL WINDOW AS DEVELOPMENT CENTER OF S 1720 BAYSHORE ROAD zxa 0 ts'oc 2xa ts'� 2xa®ts'oc SOUTHOLD, NEW YORK RAFTERS RAFTERS R�� " 2x8 016"oc 2x8 016'oc 2x8 016'oc RAFTERS RAFTERS RAFTERS �� DRAWING TITLE: T— GAMBI EL FLY RAFTERS FWG 8080 Mlder GAMBREL FLY Ri FTERS SECOND FLOOR PLAN BALCONY STRUCTURAL SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 SEAL: DATE: , 1 SECOND FLOOR PLAN - STRUCTURAL FRAMING PLAN October 9th, 2019 SCALE.4 -1-0 PROJECT NO: All interior headers not noted are to be 3j"x 92 LVL Header 2019 -44 All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be V x 7%, APB Headers DRAWN BY: ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION �. N IV CMA / ���. }" ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION ,\ r� �:�. 0 CHECKED BY:,p PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS �; ^s JJD SCALE: t"= , 1/4"= 1'-0" SHEET NUMBER: A- 1 05 DEERKOSKI +ARM ASSOCIATES, DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER,TRADESMAN OR WORKER SHALL DOB NUMBER: OF INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI +ARM ASSOCIATES, DPC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI+ARM ASSOCIATES, DPC HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND JAMES J DEERKOSKI, PE PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD DEERKOSKI&ARM ASSOCIATE, DPC.HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR WORKMAN. © DEERKOSKI + ARM DESIGN AND ENGINEERING DP THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI+ARM ASSOCIATES, DPC SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, LOCAL AND STATE CODES AND MANUFACTURER'S SPECIFICATIONS. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME a �= �®®�= � "�" �� CONSTRUCTION MANUAL (VVFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 1171, V\11DE GN & ENGINEERING DPc �, NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI -I- ARM DESIGN AND ENGINEERING DPC ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 631-767-6071 CRAIG�aDASTUDIONT.CDM & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ENGINEER OF RECORD: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALU( SPAN 2ND FLOOR AND ATTIC TOP PLATES ENGINEER 1 N G 4 SHEATHING TO BE NAILED TO TOP PLATE structural engineering services • consulting NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong— JAMES J.DEERKOSKI P.E. Tie. No Substitutions are Approved or Authorized. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 Due to the Relationships of Framing Hardware to the other Components of the Structure, any OWNERSHIP&USE OF DOCUMENTS: Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. These drawings and specifications including the ideas, design and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering, DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. WORK NOTES: CN 125 CN 25 26 Rafters 016 ox 3rxw L L HEADER 3rd1f I IL HEADER 2x8 Rafters 0 l6w o.c _- -_ ------------------ — - - - - - DBL RFTR I DBL RFTR r 71 I �Z�x6016"0c2x8016"oc I — �I 01600c 2x8016"oc I - - - - - - - - - - - - — — — — — — — — — — — — — �—RAFTERS RAFTERS SPI AFTERS AFTERS — � 2x6 @ 16"oc I I �� — — — _ 2x6 016"oc ' COLLA IS COLLA1 TIES 26-046'oc— �A. 26 016"oc I RAFTERS RAFTERS co DBL JWT ACCESS 1"x 11�'LVL RIDGE I I I`FI 1�"x 11r LVL RIDGE I HATCH �\ DBL MST � r —_ —_ � "e" I � 1 I I I — — — 2x1O 016"oc I ( k I I I I RAFTERS L —�q — 2x8 0 16Dc �� `� �° 2x6 0 6"oc in RAFTERS "'o "' COLLAR TIES 3 k b N PROJECT: RAFTERS —,1— _ _ _ RAFTERS RAFTERS 2x8 016"oc 2x8 016"oc 2x8 016"oc DBL RUR_ — — — — — — — — — — — — — — — — — — — — — — — — — 2x _ PROPOSED RESIDENCE 125 2xaers o.c L IL HEADER 2xs 16"oc CN 8 Rafters 016 FOR COLLA TIES _ JNS DEVELOPMENT 2x8 016"oc DBL RF1R 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK ------------------- RAFTERS RAFTERS 2x8 016"oc 2x8 016"oc 2x8 Rafters 016 ox x8 Rafters 016" o.c DRAWING TITLE: 3rxRkt L L HEADER CN 125 ROOF PLAN I I L - - - - - - - -- - - - - - - - J SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 SEAL: DATE: SECOND FLOOR I MAIN ROOF - STRUCTURAL FRAMING PLAN October 9th, 2019 SCALE. -1-0 PROJECT NO: All interior headers not noted are to be 31% 92 LVL Header 2019 - 44 All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be � x 7%, APB Headers DRAWN BY: ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION �--- CMA ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION Nr w y CHECKED BY: PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS �`z�c .j `i�r-Fk�roO�� JJD ,' (51 * SCALE: rr r �N ,t: 1/4"= 1'-0" it W SHEET NUMBER: 4 y A- 106 DEERKOSKI +ARM ASSOCIATES, DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER,TRADESMAN OR WORKER SHALL v DOB NUMBER: OF INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI +ARM ASSOCIATES, DPC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI+ARM ASSOCIATES,DPC HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND JAMES J DEERKOSKI, PE PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD DEERKOSKI &ARM ASSOCIATE, DPC.HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR WORKMAN. © OEERKOSKI + ARM DESIGN AND ENGINEERING DP THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI +ARM ASSOCIATES, DPC SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, LOCAL AND STATE CODES AND MANUFACTURER'S SPECIFICATIONS. '\DESIGN &c ENGINEERING DPC DEERKOSKI -I- ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 cRAIGCDASTUOIONT.COM ENGINEER OF RECORD: ACQ Treated Roof Shingles 11 1 11 WHITE AZEK TRIM 16. FN E N G I N E E R I N G structural engineering services • consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 HALF ROUND ALUMINUM GUTTERS OWNERSHIP&USE OF DOCUMENTS: RED CEDAR SHINGLE SIDING WITH 6" EXPOSURE These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering, DPC. - -- No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional I service,are and shall remain the Property of the engineer. WORK NOTES: PROVIDE RAIUNG HALF ROUND ALUMINUM GUTTERS AS REWIRED BY CODE (VERIFY STYLE} RED CEDAR SHINGLE SIDING WITH 6" EXPOSURE LUI I i ooa BLUESTONE TREADS WHITE HB&G COLUMNS WHITE AZEK TRIM STUCCO RISERS FRONT ELEVATION PROJECT: PROPOSED RESIDENCE FOR WHITE AZEK TRIM ACQ Treated Roof Shingles J N S DEVELOPMENT 1720 BAYSHORE ROAD �".. SOUTHOLD, NEW YORK HALF ROUND ALUMINUM GUTTERS / DRAWING TITLE: RFD CEDAR SHINGLE SIDING WITH " EXPOSURE ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: j PERMIT SUBMISSION - October 9th, 2019 HALF ROUND ALUMINUM GUTTERS RED CEDAR SHINGLE I SIDING — - I I I SEAL: DATE: October 9th, 2019 I II PROJECT NO: 2019 -44 DRAWN BY: OF NEW CMA CHECKED BY: JJD SCALE: 11-011 SHEET NUMBER: - REAR ELEVATION �'�,��r-�S�,,�N?�, 2 A-201 DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP AFZM DESIGN & ENGINEERING DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11975 631-767-6071 CRAIGLaDASTUDIONT.COM ACQ Treated Roof Shingles ENGINEER OF RECORD: i � I E N GI N E E RI N G structural engineering services • consulting WHITE AZEK TRIM JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design _ and arrangements represented therein,are the property of C. Et] No part the thereof shall be copied,disclosedtolothers Por used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. HALF ROUND ALUMINUM GUTTERS WORK NOTES: RED CEDAR SHINGLE SIDING WITH » EXPOSURE JiH BLUESTONE TREADS WHITE HB&G COLUMNS STUCCO RISERS LEFT ELEVATION CY PROJECT: PROPOSED RESIDENCE FOR ACQ Treated Roof Shingles J N S DEVELOPMENT 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK WHITE AZEK TRIM DRAWING TITLE: ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 HALF ROUND ALUMINUM GUTTERS ,✓�--''� ,RED CEDAR SHINGLE SIDING WITH 6* EXPOSURE FPP P171 SEAL: DATE: October 9th, 2019 EHDD MEH PROJECT NO: 2019 -44 DRAWN BY: �;�I.._:E�rU��r CMA CHECKED BY: y -- JJD L w SCALE: 1/411 -011 SHEET NUMBER: 2 RIGHT ELEVATION A-202 DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI -I- ARM DESIGN AND ENGINEERING DP REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS EI�E�C'-t rnu + ARm DESIGN & ENGINEERING DPC REFER TO FOUNDATION DETAILS 20r-10" VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI -f- ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD' MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12' PROVIDE 2' CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 -�+ -�+ REFER TO EXTERIOR TRIM DETAILS 631-767-6071 CRAIG@DASTUDIONT.COM 9' ENGINEER OF RECORD: TOP OF RIDGE BEAM Insulation Specifications: Zr 3-1/2" x 11-7/8"LVL Ridge beam (VERIFY LOCATION) • Hot-Roof t.lnvented attic): R-30 9•.5" closed cell foam E N G I N E E R I N G Ridge Vent(Verify ventilation Requirements) ( ) ( ) • Floors above unconditioned basement: R-30 (4.5" closed cell foam) structural engineering services • consulting 18 ACO Treated Taction o Shingles r q 6 exp. • Floors above unconditionedgarage/cantilevers ace: R-30 batt Cedar Breather or Approved Ventilation Board(as required) 2z6 Collar Ti 0 16 oc bh ke and Water Sheild • Exterior above grade walls: R-27 (2" closed cell foam + R-1S un-faced batt) JAMES J.DEERKOSKI P.E. 5/8' CDX Plywood Sheathing 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 2x8 Rafters- 16'oc. REFER TO GENERAL NOTES FOR ALL STRAPPING,NAILING, FASTENING AND TIE DOWN DETAILS FIRE PROTECTION AT FLOOR SYSTEM OWNERSHIP&USE OF DOCUMENTS: Mineral Wool Insulation(.) These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Floor sheathing Deerkoski+Arm Design&Engineering,DPC. -0 — No part thereof shall be copied,disclosed to others or used in 3-1/2" x 9-1/2' Rafter Header(VERIFY LOC ) ` i ' —` v I-joist o connection with any work or project other than for which they x Teca to Double Rasters have been prepared without written consent. ' (2)2' x 10"Rafter Header(VERIFY LOCATION) Teco to Double Rafters 5-1/4'x 16'FLUSH HEADER CONTNUMS t; Drawings&specifications,as instrucments ofp rofessional service,are and shall remain the Property of the engineer. 2x6 /20 STRONG BACK i Mineral wool insulation 4 1/2' WORK NOTES: 2x8 Ceiling Joists 0 16'oc. ® �'pp�r (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. �o�`s �6�' (B) I-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-1/8 12 ,L�� inches thick x 2 inches wide. Minimum web thickness of /s inch. Adhesives used shall be as described in the quality manual approved R-30 Insulation Type'X' Gypsum Wall Board on All Walls and Ceiling by APA. s TOP OF PLATE 2nd FLOOR (C) Mineral wool batt insulation:Minimum 2.5 Ib/ft (nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 4 inches from ends of balls.Use minimum of 151/4-inch-,18'/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, �c. ? BASED ON 7'-0 INTERIOR DOOR HEIGHT 5r 19 19.2 inches and 24 inches on center,respectively. DOOR SHOWN FOR GENERAL HEIGHTS Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting, luminaires,wires,speakers,drainage,piping ing and� REFER TO SOFFIT FASCIA DETAILS similar openings or penetrations shall be permitted. FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION II 18"ACQ Treated Toppersawn Shingles 0 6'exp, Cedar Breather or Approved Ventilation Board (as required) 15#FELT I I 5/8' CDX Plywood Sheathing SECOND FLOOR 2z8Rafters- 16oc. IR-25 ktsula on �' I III I I _ s I I R-19 Fiberglass Batt Insulation I I R-19 Fiberglass Batt Insulation 11 I 3/4� finished floor R-19 Fiberglass Batt Insulation 3/4'finished floor 1-3/4' z 117/8' LVL Box beam 3/4 CDX T&G Subfloor Provide Half Round Gutters — F TOP OF SUB FLOOR (2nd FLOOR) plywood Note: AN Gutters are to Drain to subfloor- typical Drywells Provided by Building Contractor TJ 230x 1 �" 016'OC Til 230 x 11 016" OC ^� tet'-6' TOP OF PLATE(1st FLOOR) _ rx 4"Fascia — rx 8'Fascia 3� BASED ON ANDERSEN WINDOW EXTERIOR HEIGHT 'V-Groove Soffit DOOR SHOWN FOR GENERAL HEIGHTS _7 REFER TO SOFFIT &FASCIA DETAILS Til 230 x 11 016"OC x6" frieze Board R-19 Sound Insulation R-19 Sound Insulation x4" Frieze Board Packin 9 III I I e ACQ sill pressure treat 18"Cedar shingles 0 5 1/2' exposurep PROJECT: Air Infiltration Barrier " i/In COX Sheathing " Type X'Gypsum Wall Board on t 2x6-16" cc Wall Studs All Walls and Ceiling I Termite shield pi fiberglass G.W.B.w/Vapor Barrier II I sill sealer- typical I 2' 4" 2' Q F " 00 2) f5 bars PROPOSED RESIDENCE � I - ' ( FOR IIS I � o FIRST FLOOR I JNS DEVELOPMENT II. I i 1/2'dia. Anchor bolts, 18"long, II 24" cc, 12"max, from corners 1720 BAYSHORE ROAD 5' SOUTHOLD, NEW YORK III I R-19 Fiberglass Batt Ins lationN ALL SPLICES ARE TO BE A MINIMUM OF 40 x BAR DIAMETER — I 3/4" finished floor R-19 Fiberglass Batt Insulation DOUBLE JOIST BELOW ALL 3/4'CDX T&G Subfloor DRAWING TITLE: PARALLEL WALLS(TYP) i TOP OF SUB FLOOR (1st FLOOR) Td 230 x I r 016"OC TJ 230 11 r 016' CROSS SECTIONS & DETAILS C _ J R-30 INSULATION R-30 INSULATION FOR STANDARD HEIGHTS x pressure Treatedx 6 pressure treat — o ACQ sit plates 5Y" x 113C APB GIRDER 51¢'x 1110 APB GIRDER ACO sill plates #5 bars 0 24" cc s ill sealer- typical sill sealer- typical Y GRADE vertical stirrups SET: ISSUED FOR: DATE: #5 bars 3Y DIA STL COLUMN (2) #,5 bar N s GRADE Q " BASEMENT PERMIT SUBMISSION - October 9th, 2019 a I/2 dia. Anchor bolts, 18 long, 1/2 dia. Anchor bolts, 18 long, m 24" cc, 12' max. from corners 24' cc, 12'max. from corners ¢ g x b o #5 burs 0 24" cc horizontal K c � S, a � b a o o . 15 bars 0 24'cc #5 bars 0 24' oc Q vertical stirrups vertical stirrups #5 bars 0 24"cc #5 bars 0 24' cc 41 horizontal horizontalWaterproofing (2) 15 bars r 4'CONCRETE SLAB " " do 6 MIL Poly 2 poured concrete floor slab SEAL: DATE: ON VAPOR BARRIER 24 x 24 X 12 CONIC FTG W'th(4) 15 BARS- 6" cc 2' 2' 1/2" expansion joist between poured October 9th, 2019 COMPACTED GRAVEL ALL OR BOTH DIRECTIONS- TYP 4 2) #5 bars CLEAN SAND ( ) (2) 15 bar concrete floor slab and all walls- t 2' 2' 1/2'expansion joist between poured 1/2"expansion joist between V­d 2' 2" BASEMENT SLAB HEIGHT concrete floor slab and all walls- typ.gASEMFMTIS, concrete floor slab and all walls - typ. • PROJECT NO: 4"PC SLAB 2019 -44 #5 bars 048" cc #5 bars 0 48'cc .„~:.,'; <;:. <'.F Clean compacted sand 5 bars 0 48' cc DRAWN BY: • vertical stirrups p vertical stirrups # 1' N r l� y0 • • • • • • • • � vertical stirrups • f� CMA # - # - 6 Clean compacted �� Ut.Er, om CHECKED BY: 5 bars 48' OC 5 bars 46 OC • • '''^ "' Excavate and Deepen Footing Excavate and Deepen Footing 1-s. sand `rc, as Required for Bearing on as Required for Bearing on - 'lv ..' ut JJD Stable Material Stable Material u bars- 46'OC � g, � w SCALE: 1/2"= 1'-0" 18" x 8" CONCRETE FOOTING SHEET NUMBER: with (3) 15 BARS- 6' cc(the long way) A) ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY with 15 BARS- 48" cc (the short way) ���'� 18' It 8' CONCRETE FOOTING 18" z 8" CONCRETE FOOi1N A-301 with(3) 15 BARS- 6' cc (the long way) with (3) 15 BARS- 6' cc (the long way) TYPICAL CONCRETE WALL DETAIL with 15 BARS- 48"cc(the short way) with 15 BARS- 48'cc(the short way) DOB NUMBER: OF REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS JAMES J DEERKOSKI, PE © DEERKOSKI -F ARM DESIGN AND ENGINEERING DP REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS r�.I r i DESIGN & ENGINEERING DPC REFER TO FOUNDATION DETAILS 2a-1o' VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI -f- ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DES 1 G N AND ENGINEERING D P C 12' PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11979 REFER TO EXTERIOR TRIM DETAILS 631-767-6071 CRAIG@aDASTUDIONT.COM 9' ENGINEER OF RECORD: Insulation Specifications: 10, 1-3/4" z 11-7/8' LVL Ridge beam (VERIFY LOCATION) Ridge Vent(Verify ventilation Requirements) Hot-Roof(unvented attic): R-30 (4.5"closed cell foam) E N G I N E E R I N G • Floors above unconditioned basement: R-30 (4.5" closed cell foam) structural engineering services • consulting 16'ACB Treated TAproved Shingles®bard . Floors above unconditioned arae can ace: R-30 batt 2z6 C Ilor Ties�16 oc Cedar Breather or Approved Ventilation Board(as required) garage// p Ice and Water Sheild . Exterior above grade walls: R-27 (2"closed cell foam + R-15 un-faced batt) JAMES J.DEERKOSKI P.E. 5/8'CDX Plywood Sheathing 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND 11E DOWN DETAILS 2x8 Rafters- 16"oc OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of -p• Deerkoski+Arm Design&Engineering, DPC. No part thereof shall be copied,disclosed to others or used in LO I connection with any work or project other than for which they CN 3-1/2' x 9-1/2" Rafter Header(VERIFY LOCATION) (2)2' x 10' Rafter Header(VERIFY LOCATION) have been prepared without written consent. Teco to Double Rafters Teco to Double Rafters Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. 2x6 /20 STRONG BACK ort 4 1/2" WORK NOTES: 'l ® 2x6 Ceiling Joists 016'oc. O 12' Type'X" ',yp im Wan Board on Ali Walls and Ceiling R-30 Insulation TOP OF PLATE (2nd FLOOR) o REFER TO SOFFIT&FASCIA DETAILS $ 18" ACO Treated Toppersown Shingles ®6'exp. Cedar Breather or Approved Ventilation Board(as required) R-25 Insulat on 15j1 FELT -� 5/8'CDX Plywood Sheathing 2x8 Rafters - 16'oc. BEDROOM#3 SECOND FLOOR 1,4 at I N 3/4'finished floor 3/4'CDX T&G Subflaof TOP OF SUB FLOOR(2nd FLOOR) 1-3/4" x 11 7/8 LVL Box beam Provide Half Round Gutters z Note: Al Gutters are to Drain to ^� TJI 230 x 1 ®16" OC TJI 230 z 11 ®16"OC ^� Drywells Provided by Building Contractor TOP OF PLATE (1st FLOOR) i'-6' IF 1 r 1 T rx 4'Fascia rx 6 Fascia U K REFER TO SOFFIT&FASCIA DETAILS V-Groove Soffit rx6'Frieze Board a -19 Sound Insulation R-19 Sound Insulation rx4 Frieze Board Packing � 18' Cedar shingles 0 5 1/2'exposure PROJECT: Air Infiltration Barrier ' Type*X*Gypsum Wall Board on 1/2'CDX Sheathing All Walls and Ceiling 2x6-16' oc Wall Studs )'G.W.B. w/Vapor Barrier • PROPOSED RESIDENCE _I STAIR LANDING ' I PANTRY OFFICE FOR FIRST FLOOR JNS DEVELOPMENT -19 Fiberglass Batt Insulation 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK R-19 Fiberglass Batt Insulation R-19 Fiberglass Batt Insulation 3/4' finished floor • /4" CDX T&G Subfloor DOUBLE J015i BELOW ALL DRAWING TITLE: TOP OF SUB FLOOR (1st FLOOR) PARALLEL WALLS(TYP) I$ R-30 INSULATION J 2 0 x 11 r 16' OC TA 230 1 016"OC R-30 INSULATION I CROSS SECTIONS & DETAILS TOP OF FOUNDATION — x pressure reo e z pressure ea �ACQ sill plates 511" x 11%'APB GIRDER 5�"x 11T APB GIRDER ACO sill plates I N - r FIRE PROTECTION AT FLOOR SYSTEM SET: ISSUED FOR: DATE: sill sealer- typical sill sealer- typical GRADE 2)j�5 bars " BASEMENT DIA STL COLUMN* (2) 5 bar Mineral Wool Insulation 4) PERMIT SUBMISSION - October 9th 2019 1/2 da. Anchor bolts, 18 long, 1/2 dia. Anchor bolts, 18 longi Q 24' oc, 12'max. from corners 14'oc, 12"moz. from corners ¢ Floor sheathing L ii I-joist C> i 8 • S IF t AVERAGE EXISTING GRADE Mineral-_ _ �' � I Mineral wool insulation o 5 bars®24'oc 15 bars 0 24'oc d vertical stirrups vertical stirrups m (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. o (B) I-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-'/8 15 bars®24"oc 15 bars Q 24"oc inches thick x 2 inches wide. Minimum web thickness of 3/e inch. Adhesives used shall be as described in the quality manual approved horizontal horizontal Ill of by APA. 4 CONCRETE SLAB (C) Mineral wool batt insulation:Minimum 2.5 Ib/ft3(nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag SEAL: DATE: 24'z 24'X 12" CONIC FTG ON VAPOR BARRIER (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and I70 more with(4)15 BARS- 6 oc than 4 inches from ends of batts.Use minimum of 15/4-inch-,181/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, October 9th, 2019 —COMCLEAPACTED N SAND FILL OR (BOTH DIRECTIONS- TYP) .� 19.2 inches and 24 inches on center,respectively. 2)#5 bars (2) 15 bar Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and 2' 2" 1/2' expansion gist between poured 1/2' expansion Joist between pour 2' Y similar openings or penetrations shall be permitted. concrete floor slab and all walls- typ.RAVMF concrete floor slab and al walls - typ. FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION PROJECT NO: • 4" PC SLAB 1 2019 -44 15 bars 0 48" oc Clean compacted sand �5 bars®46 oc DRAWN BY: • • vertical stirrups vertical stirrups • NE Vlr CMA 15 bars - 48" OC • • • • • • • • 15 bars- 48' OCYn CHECKED BY: Excavate and Deepen Footing Excavate and Deepen Footing � � of t�'�o �� JJD as Required for Bearing on as Required for Bearing on Stable Material Stable Material �-,.. '•1 * SCALE: t Yr .. W 1/2"= 1'-0„ UJ SHEET NUMBER: ENSURE A MINIMUM OF 2000 P51 SOIL BEARING CAPACITY �p '1z� r r`_ `� 18' x B"CONCRETE FOOTING 18" x 8'CONCRETE FOOTIN A-302 with(3) 15 BARS- 6' oc(the long way) with (3)15 BARS- 6' oc(the long way) with J5 BARS- 48'oc(the short way) with #5 BARS- 48" oc (the short way) DOB NUMBER: OF JAMES J DEERKOSKI, PE REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS © D E E R K O S K I + ARM DESIGN AND ENGINEERING DP REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS CIE; i�C36 '� R r— DERIGN &x ENGINEERING DPC REFER TO FOUNDATION DETAILS 2d-t0" VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI -h ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12" PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 REFER TO EXTERIOR TRIM DETAILS 631-767-6071 CRAir.@DASTUDIONT.COM 9' ENGINEER OF RECORD: Insulation Specifications: 3-1/2"x LVL Ridge beam (VERIFY LOCATION) Ridgee Vent(Verify ventilation Requirements) 0 Hot-Roof(unvented attic): R-30 4.5"closed cell foam E N G I N E E R I N G • Floors above unconditioned basement: R-30 (4S" closed cell foam) structural engineering services • consulting 16'ACO Treated Toation Bo Shingles®6"exp. Floors above unconditioned arae cantilevers ace: R-30 batt Cedar Breather or Approved Ventilation Board(as requrced) garage// p Ice and Water Sheild Exterior above grade walls: R-27 (2" closed cell foam + R-1S un-faced batt) JAMES J.DEERKOSKI P.E. 51E51Er CDX Plywood Sheathing 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 2x8 Rafters - 16"oc. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND 11E DOWN DETAILS OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of -0' eer os I+Arm Design&Engineering, DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. (2)2' x 10" Rafter Header(VERIFY LOCATION) 3-1/2" x -1/2' R fter Header(VERIFY LOCAj1QN)I I Drawings&specifications,as instrucments of rofessional service,are and shall remain the Property Teco to Double Rafters Teco t Double Rafters I I p p rty of the engineer. 4 1/2" o� 2x6 20 STR G C WORK NOTES: 2x8 Celing Joists 0 16-oc 12' R-30 Insulation Type"X" Gypsum Wall Board on All Walls and Ceiling N REFER TO SOFFIT &FASCIA DETAILS MASTER BEDROOM R 18"ACO Treated Toppersawn Shingles 0 6'exp. Cedar Breather or Approved Ventilation Board(as required) 151 FELT 5/8' CDX Plywood Sheathing J 26 Rafters- 16"oc. / R-25 Ins I tio CONTINUOUS LEAD COATED COPPER PAN FLASHING MASTER BEDROOM tz NOTE: EXTEND MEMBRANE UP TO DOOR OPENING (UNDERNEATH PAN FLASHING) , cn 5/4 x 4' MAHOGONY DECK BOARDS '—' �� 3/4" CDX PLYWOOD 1LL_ J 2z A.C.O. SLEEPERS TJ WOOD BACKER 160 3/4' CDX PLYWOOD LVL FLOOR CANTILEVERED JOIST X TJ 0 1/2' HIGH DENSITY INSULATION PITCH BOARD W/ VAPOR BARRIER ICV WOOD BACKER 3/4 finished or 3/4 finished floor 3-1/2"x 117/8' LVL Box beam LVL FLOOR CANTILEVERED MST FULLY CDX T&G Subfloor r%� 3/4"CDX T&G Subfloor FULLY ADHERED EP.D.M. ROOFING SYSTEM W/ ANCHOR BARS 0 PERIMETER AS REIYD Provide Half Round Gutters R-30 Insulation FF R-30 Insulation Note: All Gutters ore to Drain to 3- PROVIDE RAILING Drywells Provided by Building Contractor � TJI x 11 ' @ "OC ^� TJ 2 x 6 AS REQUIRED / ZV1_1 ' // y 11 � A di R-30 Insulation 9-1/4"LV 16"oc-( CK OUT IAS PER UFACTU R'S SPE CATION g� t-s BY CODE rx 4'Fascia DOUBLE 11�" JOIST Ix 11r LVL FLUSH HDR (VERIFY STYLE) - rx 6"Fascia--J 5rx 9� LVL DROP ED HDR -0" 5rx 91'LVL DROPPED HDR r V-Groove Soffit FALSE BOXED GIRDER FALSE BOXED GIRDER REFER TO SOFFIT&FASCIA DETAILS rx6"Frieze Board r x6' Frieze Board �'CDX PLYWOOD SHEATHING rx4"Frieze Board Packing rx4'Frieze Board Packing r V-Groove Soffit 18'Cedar shingles 0 5 1/2"exposure PROJECT: Air Infiltration Barrier 5/8'CDX Sheathing 26-16' oc Wall Studs )C G.W.B. w/Vapor Barrier CONTINUOUS TIE DOWN ROD PROPOSED RESIDENCE 2' BLUESTONE FRONT PORCH 0 2'BLUESTONE FRONT PORCH FOYER FOR JNS DEVELOPMENT 2'CONCRETE SETTING BED 2'CONCRETE SETTING BED 1720 BAYSHORE ROAD 4'POURED CONCRETE PATIO 4" POURED CONCRETE PATIO SOUTHOLD, NEW YORK SLAB(3000psi)W/6 x 6 SLAB(30DOpsi)W/6 x 6 110/10 WELDED WIRE MESH X10/10 WELDED WIRE MESH 3/4' finished floor FsubflDv— /4' plywood DRAWING TITLE: STUCCO typical I— 11 x CROSS SECTIONS & DETAILS 230 �'®16"OC Q I — E ACQ slplates m4 Reinforcing rods in poured =9 114 Reinforcing rods in poured concrete haunch and at t of c slab x, Termite shield on fiberglass concrete haunch and at top of p.c. slab R °P P 2 g SET: ISSUED FOR: DATE: E,2 2' m 2 2' sill sealer- typical 2)15 bars 2)15 bars 2) 5 bars PERMIT SUBMISSION -October 9th 2019 14 Reinforcing Rods at 36'oc. �5 14 Reinforcing Rods at 36'oc. a Q Embedded 10' into center of 6' Embedded 10"into center of 6' s 1/2'cia. Anchor bolts, 16 long, 24' oc, 12'max, from corners Concrete Wali. COMPACTED BACKFILL 1 UNEXCAVATED Concrete Wall. a Pre-Bent up and into slab Pre-Bent up and into slob ( ) (18"Vertical x 24'Horizontal) 18 Vertical z 24 Horizontal � � 2) 15 bars " 2• BACKFILL 2' 2)J5 bars M 15 bars 0 24'oc ' 2' 2` � '` vertical stirrups 15 bars 0 24'oc FOOTINGS ARE TD BE A MINIMUM OF 36' BELOW FINAL GRADE. ` • vertical stirrups BEAR ON UNDISTURBED SOIL- STEP FOOTINGS AS REQUIRED. J 15 bars 0 24'oc VERIFY SOIL BEARING CAPACITY- 2000 PSI MINIMUM. 5 bars 0 24'oc horizontal —t'-s• $5 bars- 48" OC VERIFY DEPTH TO GROUND WATER vertical stirrups �9 SEAL: DATE: 18"x 8'CONCRETE FOOTING ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY with(3) 15 BARS- 6' oc (the long way) L_t_s• 15 bars- 48'OC October 9th, 2019 2} 5 hors FIRE PROTECTION AT FLOOR SYSTEM with BARS- 48'oc(the short way) with(3)'�508ARS 6NCRETE �oN(the long way} 2' �11�/�2*expansion joist between poured with 15 BARS- 48"oc(the short way) concrete floor slob and all walls- typ. PROJECT NO: Mineral Wool Insulation)■t Nail through 2x cantilever,wood backer and • 2019-44 Blocking TJI®joist web with 2 rows 10dN F-1,� 5 bars 0 48" oc 0� \ DRAWN BY: Floor sheathing panel (0.148"x 3" nails at 6" y p ) FOOTINGS ARE TO BE A MINIMUM OF 36" BELOW FINAL GRADE. vertical stirrups CMA --k on-center, clinched. Use 1-joist 1 „ BEAR ON UNDISTURBED SOIL - STEP FOOTINGS AS REQUIRED. bars- 48'OCA :' ,� CHECKED BY: O 16d(0.135' x 3/2 )nails with —f-s' VERIFY SOIL BEARING CAPACITY- 2000 PSI MINIMUM. I �, .. � , - .,. .,...___..w_..,......_.-w...._.._...,.._N� 3�,�TJI®joist " r Kip '_ r JJD 16 x 8 CONCRETE FOOTING flange widths. , SCALE: O ( 9 y) r-7 \ -,. •. `t J=s 1/2"= 1'-0" i with 3 5 BARS- 6 ac the Ion wa Mineral wool insulation F1 applies to _ with5 BARS- 48'oc(the short way) �nl� SHEET NUMBER: uniformly (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. loaded joists (B) I-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches of center spacing. Minimum flange size of 1-'/e A-303 inches thick x 2 inches wide. Minimum web thickness of 3/B inch. Adhesives used shall be as described in the quality manual approved r on Iy.. by APA. Wood b J� (C) Mineral wool batt insulation:Minimum 2.5 Ib/ft3(nominal)and 3-inch-thick mineral wocl batt insulation made of rock or furnace slag backer (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than,4 inches apart and no more o �\ e e` Ga�ti�oaa5° DOB NUMBER: OF than 4 inches from ends of batts.Use minimum of 15/4-inch-,18'/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, C� 19.2 inches and 24 inches on center,respectively. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. \6 JAMES J DEERKOSKI, PE FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION © DEERKOSKI + ARM DESIGN AND ENGINEERING DP r­T\ REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS O r-Er°E-13 G E:E + AF m r ' - DEFIGN & ENGINEERING DPC REFER TO FOUNDATION DETAILS VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI -t- ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DES 1 G N AND ENGINEERING D P C 12' PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 REFER TO EXTERIOR TRIM DETAILS 631-767-6071 9' CRAIG@o ENGINEER OF RECORD: ,asruotoNT.eoM Insulation Specifications: 3-1/2" x 11-1/8"LVL Ridge beam (VERIFY LOCATION) Ridge Vent (Verify ventilation Requirements) • Hot-Roof(unvented attic): R-30 (4.5" closed cell foam) E N G I N E E R I N G • Floors above unconditioned basement: R-30 (4.5" closed cell foam) structural engineering services a consulting t8" r B Treated Tappeo ed Shingles oaexp. . Floors above unconditionedgarage/cantilevers ace: R-30 batt Cedar Breather or Approved Ventilation Boyd (os required) p ice and Water Sheild • Exterior above grade walls: R-27 (2"closed cell foam + R-15 un-faced batt) JAMES J.DEERKOSKI P.E. 5/8"CDX Plywood Sheathing 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 2x8 Rafters - 16"oc, OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of -D' eerkoski+Arm Design&Engineering, DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they (2) 2'x 10"Rafter Header(VERIFY LOCATION) have been prepared without written consent. Te:o to Double Rafters Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. 2x6/20 STRONG BACK 41/2" WORK NOTES: 2x8 Ceiling Joists 016'oc. 00000 / \ 0 x�90 16'* 12' R-30 Insulation \1'-0" 1B'ACO Treated Tappersawn Shingles @ 6"exp. Cedar Breather or Approved Ventilation Board(as required) �. 15 FELT 2x12 RIDGE BEAM) 58" CDX Plywood Sheathing 202 HIP RAFTERS b 2x8 Rafters- 16'oc. Cedar Breat�er or Approved Ventilai o®Board(as required) I 15#FELT CDX Plywood Sheathing 2x10 Rafters- 16'oc. R-19 F2x6 Ceiling Joists @ 32'oc 16 o.c ?x/p Ro�J . Fiberglass Bait Insulation o't\e� .s �p R J6 2x 2x6 Ceiling Joists®32'oc °c 1-3/4"x 117/8'LVL Boz beam 2z4-32"o z4-32" oc R-19 Fiberglass Batt Insulation 8'WIDE PLYWOOD FOR STORAGE Provide Half Round Gutters Provide Half Round Gutters Note: All Gutters are to Drain to DOUBLE JOIST HEADERS 2210-16' oc CEILING JOISTS Note: All Gutters are to Drain to T,11230 x 11 016'OC Drywells Provided by Bulding Contractor FOR PULL DOWN STAIRS Drywells Provided by Building Contractor L-1-g• rA ALIGN i-�• 1'-0' 4� 4! Fascia 4 \\�-rx 4'Fascia �S rx 8" Fascia 41 rx 8"Fascia r V-Groove Soffit ' V-Groove Soffit �"x6" Frieze Board R-19 Fiberglass Batt Insulation R-19 Sound Insulation 'x6"Frieze Board " "x4 Frieze Board Packing 5 8 Type X Sheetrock rx4 Frieze Board Packing 18' Cedar shingles®5 1/2'exposure 18'Cedar shingles 0 5 1/2' exposure PROJECT: Air Infiltration Barrer ' Type'X" Gypsum Wall Board on 1/2'CDX Sheathing 1/2"CDX Sheathing Air IntltX Sheathing Barrier All Walls and Ceiling 2x6-16"oc Wall Studs 2x6-16' oc Wall Studs 3f3' G.W.B. w/Vapor Barrier 5§"G.W.B. w/Vapor Barrio _1k MUDROOM 5/8" Type X Sheetrock PROPOSED RESIDENCE FOR JNS DEVELOPMENT GARAGE 1720 BAYSHORE ROAD R-19 Fiberglass Batt Insulation SOUTHOLD, NEW YORK R-19 Fiberglass Batt Insulation `7 R-19 Fiberglass Batt Insulation 18"Cedar shingles®51/2" exposure DOUBLE JOIST BELOW ALL Ir Infiltration Barrier DRAWING TITLE: PARALLEL WALLS(TYP) TOP OF HOUSE SUBFLOOR Overhead Garage door- 1/2' CDX Sheathing See Elevations 2x6-16'oc Wall Studs TJ 230M @ 16"OC L G.W.B.w/Vapor Barrier CROSS SECTIONS & DETAILS R- Insu ation 14 reinforcing rods x IS pressurerea e x pressure treated x 11W APEI GIRDER ACO sill plates I ACQ sill Mates 12"o.c. each way 0 • _-1 _ 21T Termite shield on fiberglass sill sealer - typical GRAD sib sealer - typical SET: ISSUED FOR: DATE: BASEMENT "DIA STL COLUMN (2) 15 bar PERMIT SUBMISSION - October 9th 2019 wxllewirt. „ ,�5 bars�48 oc „ „long • '^�`� 1/2 oc,Anchor bolts, 18 long, horizontal 24" oc, 12" max. from corners GARAGE FOUNDATION 24" oc, 12' max. from corners _Q o 15 bars @ 48' oc UNEXCAVATED- COMPACTED RCA 8" THICK CONCRETE WALLS 2E 5 bars 0 48'oc vertical stirrups 2) #5 Dors GARAGE FINISH FLOOR: with f5 BARS- 46 oc(BOTH DIRECTIONS- TYP) horizontal g 2" 2' 6' REINFORCED CONCRETE SLAB with (2)#5 BARS AT TOP & BOTTOM W/6x6 W2.OxW2.0 EPDXY COATED WWM PROVIDE A MINIMUM OF 2" CONCRETE COVER ON REBAR (2) f5 bar #5 bars ®48" oc s ' ON VAPOR BARRIER OVER vertical stirrups s b ;15 bars 48"oc COMPACTED ALL 16"x B'CONCRETE FOOTING Y 2' #5 bars @ 24 oc vertical stirrups with (3)15 BARS - 6 oc (the long way) • vertical stirrups with #5 BARS- 48" oc(the short way) F2 #5 bars- 48'OC #5 bars 0 48"oc #5 bars 9 24' oc W vertical stirrups • horizontal �, 18' x B"CONCRETE FOO111NG SEAL: DATE: 4'CONCRETE SLAB with (3)15 BARS- 6"oc (the long way) #5 bars- 48 OC 1�_s•—I ON VAPOR BARRIER 24"x 24" X 12'CONC FTG „ oc � with #5 BARS- 48" oc the short way) with 4 5 BARS- 6 October 9th, 2019 COMPACTED GRAVEL ALL OR f Q 18 x 8 CONCRETE FOOTIN CLEAN SAND (BOTH DIRECTIONS- TYP) (2) J5 bar with (3)15 BARS- 6'oc(the long way) ' 1/2" expansion joist between pour 2' 2' FIRE PROTECTION AT FLOOR SYSTEM ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY with #5 BARS- 48" oc(the short way) concrete floor slab and all walls- typ. PROJECT NO: • Mineral Wool Insulation(') 2019 -44 15bars stiirrrups Floor - YO DRAWN BY: CMA Clean compacted sand ® �F E Vtr a I k #5 bars- 46 OC f_s•� ri 1-joistC� F, CHECKED BY: Excavate and Deepen Footing JJD as Required for Bearing on __. ._.._. _, _ Stable Material _.__.-. c� w SCALE: 11 Mineral wool insulation •' 2N 1/2 1 -O SHEET NUMBER: ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. 10FES 1 �� (B) I Joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-'/8 A-304 inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved IT x 8'CONCRETE FOOTIN by APA. with (3) #5 BARS- 6" oc (the long way) (C) Mineral wool batt insulation:Minimum 2.5 ib/ft3(nominal)and 3-inch-thick mineral wool batt insulation made of rock or fumace slag with #5 BARS- 48'oc (the short way) (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 4 inches from ends of batts.Use minimum of 15/4-inch-,181/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, DOB NUMBER: OF 19.2 inches and 24 inches on center,respectively. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. JAMES J DEERKOSKI, PE FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION © DEERKOSKI i- ARM DESIGN AND ENGINEERING DP REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS DCE�FZK[3r3l-i + ARI. DESIM N & ENGINEERING DPC REFER TO FOUNDATION DETAILS ' VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI + ARM 2r-s' ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF 'BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENG 1 N E E R 1 N G 01310 PROVIDE 2' CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 16 LIBRARY AVE. SUITE C WESTHAMPT13N REACH NY 11978 11'-3• REFER TO EXTERIOR TRIM DETAILS 631-767-6071 CRAI13CDASTUDl0NT.00M ENGINEER OF RECORD: MATCH RIDGE HEIGHT Insulation Specifications: 1-3/4'x 11-7/8"LVL Ridge beam (VERIFY LOCATION) Ridge Vent (Verify ventilation Requirements) • Hot-Roof(unvented attic): R-30 (4.5" closed cell foam) �'-o• ENGINEERING 16"ACO Treated Tappersown Shingles 4 6'exp. • Floors above unconditioned basement: R-30 (4S" closed cell foam) structural engineering services • consulting Cedar Breather or Approved Ventilation Board(as required) • Floors above unconditioned garage/cantilever space: R-30 batt Ice and Water Sheld L y . Exterior above grade walls: R-27 (2"closed cell foam + R-15 un-faced batt) JAMES J.DEERKOSKI P.E. 5/8'CDX Plywood Sheathing Z616 Collor Ties 416"oc 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 2x8 Rafters- 16"oc. P ae /P1/fgs OWNERSHIP&USE OF DOCUMENTS: !6a These drawings and specifications including the ideas,design and arrangements represented therein,are the property of REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING,FASTENING AND TIE DOWN DETAILS Deerkoski+Atm Design&Engineering, DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional 2z6/20 STRONG BACK service,are and shall remain the Property of the engineer. 2x6 /2x4 STRONG BACK WORK NOTES: 2x8 Ceiling Joists®16'oe. R-30 Insulation R-30 Insulation .Z6 J P 'Type'X'Gypsum) Wall Board on All Walls and Celing R-19 Fiberglass Batt Insulation S 8 SECOND FLOOR a BEDROOM 1 BALCONY i HALL R-19 Fiberglass Batt Ins lotion 1-3/4"x 117/8'LVL Box beam Provide Half Round Gutters 5�x 18" LVL FLUSH HDR Note: All Gutters ore to Dram to R-19 Fiberglass Batt Insulation Drywels Provided by Building Contractor ^� TJ 230 z 11 416OC TJ 230 x 11 416' OC ^� V-6x— /X r x 4'Fascia rx 8"Fascia— J R-19 Sound Insulation r V-Groove Soffit rx6' Frieze Board f REFER TO DETAIL rx4"Frieze Board Packing >e 18' Cedar shingles 4 5 1/2' exposure Arc Infiltration Barrier PROJECT: 1/2"CDX Sheathing W 2x6-16' oc Wall Studs )'G.W.B. w/Vapor Barrier 50 k eke W GREAT ROOM FOYER b PROPOSED RESIDENCE & FOR R-19 Fiberglass Batt Insulation STAIRHALL J N S DEVELOPMENT FIRST FLOOR 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK PROVIDE HANDRAILS ON STAIRS AS REQUIRED BY GRADE 1 PROVIDE HANDRAILS ON PLATFORM AS REQUIRED BY GRADE I R-19 Fiberglass Batt Insulation DOUBLE JOIST BELOW'ALL DRAWING TITLE: PARALLEL WALLS(TYP) 3�x 11r LVL FLUSH HDR r' A ation R-30 InsulationTil 230 x 11 416'OC XCROSS SECTIONS & DETAILS TJI 230 x 11 � 416'OC L,[, l plates 5Yz x 11� APB GIRDER(VERIFY LOCATION) shield on fiberglass �— o C — ISSUED FOR: DATE: sill sealer- typical — — GRADE )� 2 5 bars 12' oc JOISTS UNDER KITCHEN AREA RADE PERMIT SUBMISSION -October 9th, 2019 — — — — — — — - - — — — — — — — — — — — � a 1/2'dia. Anchor bolts, 18' long, m 24'oc, 12'max, from corners 4"REINFORCED CONCRETE SLAB W/6x6 WWM s ON VAPOR BARRIER COMPACTED GRAVEL FILL OR— CLEAN R CLEAN SAND o , 5 bars 4 24"oc b '+� vertic� stirrups BASEMENT 15 bars 4 24" oc I �18 horizontal 12 SEAL: DATE: bars 24'x 24'X 12'CONC FTG October 9th, 2019 FIRE PROTECTION AT FLOOR SYSTEM 2• ThL2) with (4)#5 BARS - 6" oc 2• 2' xponsion joist between poured (BOTH DIRECTIONS- TYP) te floor slab and all walls- typ. BASEMENT SIAR HEIGHT 3)�DIA STL COLUMN PROJECT NO: Mineral Wool insulationl'1 • 4'PC SLAB 2019 -44 Floor sheathing il5 bars 448 OC 15 bars 4 48 OC -W" DRAWN BY: vertical stirrups vertical stirrups �V y0 I.joist Q } �_'_ j15 bars- 48' OC • • • • #5 bars- 48'OC _ •_� � �"'FI If�`t'�O �/� CHECKED BY: CMA 1 6' 1' 6 JJD 18 X 8 CONCRETE FOOTING 18 x 8 CONCRETE FOOTIN __._.._-.. ..-_._ _. ._ _____.---.._..._ ' ;. `L w SCALE: with (3) 15 BARS- 6' oc (the long way) with (3) 15 BARS - 6' oc (the long way) n w Mine,al wool insulation G with 15 BARS- 48"oc(the short way) with 15 BARS- 48"oc(the short way) 2- . ' , �j' 1/2"= 1'-0" p i2, SHEET NUMBER: (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. ENSUE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY (B) 1-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-% � A-305 inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) Mineral wool batt insulation:Minimum 2.5 Ib/ft"(nominal)and 3-inch-thick mineral wool batt insulation made of rock or fumace slag (ASTM C665 Type'I compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 4 inches from ends of batts.Use minimum of 151/4-inch-,181/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, DOB NUMBER: OF 19.2 inches and 24 inches on center,respectively. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. JAMES J DEERKOSKI, PE FIGURE 7—FIREPROTECTION:MINERAL WOOL INSULATION © DEERKOSKI + ARM DESIGN AND ENGINEERING DP DESIGN & ENGINEERING DPC DEERKOSKI -t- ARM DESIGN ANo ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 CRAIG a@DASTUDIONT.COM ENGINEER OF RECORD: JX W E N G I N E E R I N G structural engineering services • consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. WORK NOTES: 2x blocking--Z5/4 x 4 AZEK FASCIA 5/4 x 8 AZEK FASCIA 5/4 blockin —t 5/4 x 4 AZEK RAKE BOARD B' P�1 I 5/4 x 8 AZEK RAKE BOARDFq��'C 4 BO `19 � cV 1 [V 3/4'PLYWOOD SUBFLOOR 9" overhan 5'HALF ROUND ALUMINUM GUTTER x/2T LEADERS I RAFTERS NOTCHED AT TOP PLATE I Plywood Gu Sheathing 5/4 x 4 AZEK FASCIA I tP 6. El 5/4 x 8 AZEK FASCIA I 5/4 x 8 AZEK fosci 5/4 blocking 2x6 sub fosci 5/4 x 6 AZEK FROZE /HEAD CASING 1 x 4 AZEK v—groove vented soffit PROJECT: I 5/4° x 6' AZEK frim _ \"-5/4 blocking PROPOSED RESIDENCE FOR JNS DEVELOPMENT 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK TYPICAL DORMER SOFFIT DETAIL TYPICAL FLYING RAKE AT SIDEWALL DETAIL TYPICAL SOFFIT DETAIL " 1'-0" " 1'-0" " ' SCALE: 1 = 1 -0 SCALE: 1 = 1 -0 SCALE: 1 = 1 -0" DRAWING TITLE: EXTERIOR DETAILS SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 SEAL: DATE: October 9th, 2019 PROJECT NO: 2019 -44 0 NC-by DRAWN BY: CMA CHECKED BY: cS' .. JJ D nrnt ` 4r fix' u SCALE: 1 if 1 1-011 SHEET NUMBER: UrFS'cs �r A-306 DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING OP