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Home My WebLink About44532-Z ��r�uFfOt,fcdG, Town of Southold 12/15/2020 0 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41686 Date: 12/15/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 505 Mt. Beulah Avenue, Southold SCTM#: 473889 Sec/Block/Lot: 51.-2-8.5 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. 44532 dated 12/18/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front porch, rear patio and attached two car garage as applied for. The certificate is issued to Tyas,Matthew&Crombie, Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0180 10/1/2020 ELECTRICAL CERTIFICATE NO. 44532 7/2/2020 PLUMBERS CERTIFICATION DATED 6/24/2020 Al1Aoit&EasNmbing Oeating r Si 7ature Su�Foa,� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44532 Date: 12/18/2019 Permission is hereby granted to: Zoumas, loannis 2050 N Country Rd Wading River, NY 11792 To: construct single-family dwelling as applied for per SCHD approval. 1 At premises located at: 505 Mt. Beulah Avenue, Southold SCTM # 473889 Sec/Block/Lot# 51.-2-8.5 Pursuant to application dated 10/23/2019 and approved by the Building Inspector. To expire on 6/18/2021. Fees: SINGLE FAMILY DWELLING-ADDIT ORAL RAT $2,2 .00 CO-NEW LLING 50.00 Total: $2,306.00 Building In ector Form No_ 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: L Final,survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2_ Final Approval from Heatth 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 Comptiance from architect or engineer responsible for the building. 6_ Submit Planning Board Approval of completed site plan requirements_ B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property Lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 10 -� New Construction: OldorPre-existing Building: (check one) Location of Property: �� J Aau�� Q-ea 1A cwe-n U-Q_ Srf I House No. Street Hamlet Owner or Owners of Property: P Y Suffolk County Tax Map No 1000, Section Block Lot Subdivision l� Filed Map. Lot: Permit No. / Date of Permit. Applicant: Health Dept_ Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary CertificateFinal Certificate: (check one) Fee Submitted: $ Applicant Signature OCT 2 3 2019 Building Department Application AUTIIORIZATION (Where the Applicant is not the Owner) I, M P,77-kt-j -ryA,S residing at 330 FAST 3$'711 -57- (Print T(Print property owner's name) (Mailing Address) o► ►oU' APT"553 NUJ �Oexf NN�do hereby authorize .S wS CcNrP-A e--nxt G, (Agent) to apply on my behalf to the Southold Building Department. 106 1, (Owner's Signa- re) (Date) MA,--r� -rf A - (Print Owner's Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 Southoldd,,NY 11971-0959 sean.devlinCc�town.southold.ny.us � ® �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. loannls Zournas Address: 505 Nt Beulah City Southold st. NY zip. 11971 Building Permit#. 44532 section: 51 Block. 2 Lot: 8.5 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 X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 12 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 21 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 3 Recessed Fixtures 60 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 12' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 47 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Mini Fridge, DW, W/D, Micro Notes: " AS BUILT " " NO VISUAL DEFECTS " Did Not See Rough on House/ Garage Inspector Signature: Date: July 2, 2020 S Devlin-Cert Electrical Compliance Form As Town Hall Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 Fax(631)765-9502 Southold,NY 11971-0959 BUILDING DEPARTMENT J - TOWN OF SOUTHOLD OCT 7 2020 CERTIFICATION Date.-__C, l 2.L,(1 12-0 �Li Building Permit No. L !S S3 Owner: a-� - SOS rC4 Beuj'n Nfe,SoL�� (Please print) Plumber.-All N,4S7 G&S+ "j Reo (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20,� ay of SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Qualified in Suffolk County Commission Expires March 17,200 e Notary Public,�AIIAIllle County ��OF 50Ulho # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT-ION [dj UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL" (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1 [ ] PRE REC/O REMARKS= DATE ?/ Cbi () u v INSPECTOR qq laf SOUT�o{o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 10-.N- FOUNDATION IST ROUGH PLBG. V"FOUNDATION,2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I/A DATE '�yD INSPECTOR SOUIyo� / # TOWN OF SOUTHOLD BUILDING DEPT. N Y courm 0 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL /✓b [ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ j FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION n [ ] PRE C/O REMARKS: Povv&o 601&;4u, t4g� 3 Le" fn .�T �P/Jv� i • DATE D INSPECTOR ho�apP 50U1yO6 - 1 Lf ✓-3 p " l j rw(� # # TOWN OF SOUTHOLD BUILDING DEPT. courm a�`' 765-1802 INSPECTION [ =] 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 ,,J-9- �• [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C•( DATE INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: March 10, 2020 To: Town of Southold Building Dept. OCT 7 2020 Re: Insulation Inspection Permit#44532 Tyas 505 Mt. Beulah Ave Southold,NY To Whom It May Concern: This letter certifies that a Insulation inspection was performed on the above mentioned .addition and the Insulation was installedXper plan and Per New York State Building Code. Any questions feel free to call. Sirely, F NEW C'g '�'3. E 1, 0 1 J Deerkoski P.E. sr R rn Ui (ji tp Si cerel J J 0 lz 0 Horne Energy Rating Certificate Property HERS Mt. Beulah Ave Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Development Rating Date: 2020-07-09 Rating Number: MC483 505 Mt Beulah Ave Registry ID: 713472821 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 55.8 $1239 44% General information Cooling 2.4 $156 5% Conditioned Area 2572 sq. ft. House Type Single-family detached Hot Water 12.2 $233 8% Conditioned Volume 24416 cubic ft. Foundation Unconditioned basement Lights/Appliances 21.0 $1200 42% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 91.4 $2845 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, 0.87 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the follov�ing: .3 Duct Leakage to Outside 91.00 CFM25 2015 IECC UA Compliance o Ventilation System Exhaust Only: 75 cfm, 23.2 watts. 2015 IECC HERS ERI , S —+ ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes F T Amp 4) Building Shell Features ya o 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, HGC: 0.280 z_ Above Grade Walls R-27.0 Infiltration Rate Htg: 900 Clg: 900 CFM50 Foundation Walls R-0.0 Method Blower door Energy Testing Services, LLC. Lights and Appliance Features 1648-A Locust Ave 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) 720 Clothes Dryer CEF 3.48 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v1 6.0.3 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. mome EnergyRating Certificate Property HERS Mt. Beulah Ave Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Development Rating Date: 2020-07-09 Rating Number: MC483 505 Mt Beulah Ave Registry ID: 713472821 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 55.8 $1239 44% General information Coot ng 2.4 $156 5% Conditioned Area 2572 sq. ft. House Type Single-family detached Hot Water 12.2 $233 8% Conditioned Volume 24416 cubic ft. Foundation Unconditioned basement Lights/Appliances 21.0 $1200 42% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 91.4 $2845 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, 0.87 EF, 0.0 Gal. This home meets or exceeds the minimum criteria fothe<following: Duct Leakage to Outside 91.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 75 cfm, 23.2 watts. 2015 IECC HERS ERI t;1 z Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2016 _ ,; 7 Building Shell Features ` '- Ceiling Flat R-49.0 Slab None i. CD c' Sealed Attic NA Exposed Floor R-30.0 " o 1-7=) Vaulted Ceiling R-29.0 Window Type U-Value: 0.320, SHGC: 0.280 " ` ' ` '� r ka Above Grade Walls R-27.0 Infiltration Rate Htg: 900 Clg: 900 CFM50 l _ � Foundation Walls R-0.0 Method Blower door -.- Energy Testing Services, LLC. Lights and Appliance Features 1648-A Locust Ave 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) 720 Clothes Dryer CEF 3.48 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: A,; e�__ REM/Rate- Residential Energy Analysis and Rating Software v1 6.0.3 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. Ener Testing Services � Energy g OCT - 7 2020 2020 Combustion Safety Testing Form J i i*y G DF - Certified l�oame�ddress�T° a,574M. Beulah Ave City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-09 Outdoors Temp During Test: 80 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: eating System Primary: Yes Z No❑ VPa. Furnace Q Boiler❑Heat Pump a Other❑ t z Venting T_ype 3t'' '„ Sills"e S'in llaPe CO CO E cien = .FuelTypCircler ie , al orst Case atural orst Case aturalRating:95.0 N❑✓ P❑O❑E❑ N❑�❑M❑SE Pass❑✓ Fail❑_ PasSOFaiiEl — N/APPM N/A PPM Yes ❑ Tie: Standard Tank❑_Indirect Tankless ❑ Size: Style Common Vent❑ Water Heater Primary: No Instantaneous Commercial See Note (Gallons) 4 ❑ n ❑ ( ) ) Stand Alone s z Ventin��Tvbe 3 Drat S aha e S iln lase(Natural) SCO' " co- Efficiency, Fuel Tvne. (Circle Type) (Pascal) (horse Case) (Worse Case) (Natural) EF:0.$7 NEPE]O❑E❑ N❑M❑S❑✓ /A Pa. Pass❑✓ Fail❑ PassBFail❑ N/APPM N/A PPM Open' Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No HPPM1 Oven CO 6 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 Style., 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: 2020-07-09 i e—➢� rte. v u—/j'% �,�, p, l OCT 7 Energy Testing Services 20 2020 Combustion Safety Testing Form, Certified Home Address: 505 Mt. Beulah Ave City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-09 Outdoors Temp During Test: 80 of CAZ Depressurization NOTE:Net Change=Test Pressure–Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes Z No❑ Type: Furnace Q Boiler❑Heat PumpQ Other❑ r a VentiriejTvpe'3 , Nid_ S i�lla�e S ilia e• CO CO E cien Fuel'TVPe, Circle-1 e ascad bistCase" °fflatural (Worst Case) (Natural) Rating:95.0 N❑✓ P❑ODE❑ N❑om SE✓ N/A Pa. Pass❑✓ Fail❑ Pass❑''Fail❑ N/APPM N/A PPM Yes ❑ Tie: Standard Tank❑_Indirect El Tankless ❑ Size: Style Common Vent El Water Heater Primary: No Instantaneous❑Commercial (See Note 5below) (Gall-ons) 4 Stand Alone ❑ s E icien Ventine•Tvpe 3 Drat akz Soi[laQe'(Natural) CO. ' CO Fuel Type ST in - '(Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF:0.$7 NHP❑O❑E❑ N❑M❑S Q✓ /A Pa. Pass❑✓ Fail❑ I PassE]Fail❑ N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 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: 2020-07-09 U LLY) P Energy Testing Services ' 0 CT - 7 2020 2020 Combustion Safety Testing Form � .KzTIT�x Certified`TTome•'Addres"s-' SWMt. Beulah Ave City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)#2 of 2 Location of this CAZ: AttiC (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-09 Outdoors Temp During Test: 80 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 n No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes ✓�No a 7N/APa. Furnace ✓❑Boiler❑Heat PumpQ Other❑ E Glen 1'' FuehType? VentinQ,Tvpe'� t .S ip IlriQe - illa a CO„ CO -Circle T`d), al° first Case atun?I Os!Case atural Rating:95.0 NpPE1OQED Np�ME SE Pass 21 Fail❑ Pass0Fai10 N/APPM N/A PPM Yes ❑ Tie: Standard Tankalndirect Tankless ❑ Size: Style Common Vent Water Heater Primary: No Instantaneous OCommercial (SeeNoteSbelow) (Gallons) 4 Stand Alone E csen s Fuel Tvue� Ventirie Tvve�' Drat SV ills a Sn`illage(Natural) CO LO _;(Circle Type) (Pascal) (Worse,Case) (Worse Case)_ (Natural) EF: 0.87 ND PD O aE-0 N❑M❑S Q✓ /A Pa. Pass Q✓ Fail❑ PassOFaiIE] N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2020-07-09 Energy Testing Services 2020 Combustion Safety Testing For 1 OCT - 7 2020 �G✓t.°l J: Certified Home Address: 505 Mt. Beulah Ave City: Southold ;;7 '' �-'' �= Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)#2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-09 Outdoors Temp During Test: 80 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: _eating System Primary: Yes Z No❑ Tvue: Furnace ✓❑Boiler❑Heat Pumper Other❑ e ' Snillaee CO_ CVntine:Typiliaz tE den Fuel'TRascal), orst Castual _OiCircle T'a _ atu Dra al Rating:95•0 NOP❑O❑E❑ N❑\❑MpSE N/A Pa. Pass OFail_❑ PassOFalI❑ N/APPM N/A PPM Writer Heater Prima : Yes El Type: Standard Tank❑Indirect Tankless ElSize: Style Common Vent El No ❑ Instantaneous❑Commercial (See Note 5 below) (Gallons) Stand Alone ❑ s z Venting,Tvpe 3 Drat Sin IlaQe ' , Spillaze(Natural) CD CO E cien Fuel Type. (Circle Type) (Pascal) (Worse.C'ase) _ _ (Worse Case) _(Natural) EF: 0.87 NE P❑O❑.E_❑ N❑M❑S❑✓ /A Pa. Pass[DFail❑ PassOFail❑ N/Appm N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No❑ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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: 2020-07-09 li ( I FIELD INSPECTION REPORT -DATE COMMENTS ro FOUNDATION (IST) --------------------------=-------- '� �- �.✓ FOUNDATION (2ND) z ROUGH FRAMING& , y PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE l LoOr �7 YO w►-tom•- VuLt ftie l QAI f. AAA FINAL 1� e. ADDITION4 COMMENTS a" %A 0 -ac- 6f r V VL/ s 0 vn H � z � x � d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIIPING,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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate 1 Truss Identification Form ' Storm-Water Assessment Form Contact: e Approved 12i \ Mail to: Disapproved a/c I Phone: Expiration 1 ? Building Ins ector 2 3 2M APPLICATION FOR BUILDING PERMIT .., _ Date , 20 iINSTRUCTIONS 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 pernit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder G-Er F_P_A,_ CoQTeA<_-MR Name of owner of premises MArn E o -"VA-S (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. 0-16301 Plumbers License No. 50223 Electricians License No. 5o692-ME Other Trade's License No. 1. Location of!hand on which proposed work will be done: I 5 0J Moowr 'BeAy l-A A AvEmvE SGJT1tOL� House Number Street Hamlet County Tax Map No. 1000 Section 5 Block Z Lot $.005 Subdivision Filed Map No. Lot 4 rt 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vpcp&xr LA pt::, b. Intended use and occupancy NS44 1 erne 3. Nature of work(check which applicable): New Building ✓ Addition Alterat' Repair Removal Demolition Other Work a0- �� escription) 4. Estimated Cost +76a o0o Fee (To b id on filing this apph tion) 5. If dwelling,number of dwelling units Number of dwelling units on each floor o oN I s-r cM 2mb 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 f 11�Y2 f Rear 72,' 11 I2 f Depth 31 Height 29 q It Number of Stories Z f 1 9. Size of lot: Front 3n5. <41 Rear--g&!5-41 Depth 21S. g`� 10. Date of Purchase SWTSmOez 2o►9 Name of Former Owner I oP.�1N►s Zo��•i f�S 11. Zone or use district in which premises are situated QEsf-DGrl'r►A 4- 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 d 33o v. ss74: r, wr sss 14. Names of Owner of premises MAFrr#FvJ SAS Address msw Vaeg., t49 woi4 Phone No. Name of Architect Address wt'�`f m li=Phone No GSI- 74-7-Co o-1 Name of Contractor 3igs &' &m"c-n 06- Address w&, r 2fvE2 Phone No. &31- g 29- 550 0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *,YES NO ,✓ * 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 ) being duly sworn, deposes and says that(s he is the applicant (Name of individual signing contract) above named, CONNIE 15.BUNCH Notan+public,State of NOW Yolk He is the 6U618W50 (S No.01 ) Co►s'S�Ptc-'r�(L chealmed in Suit ounty�5.� (Contractor,Agent, Corporate Officer, etc.) Cin Expiry.^A!fh 14.2-V-1-1 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Qin fc� day of 0 C��'1- \ 201 - Notary.Public Signature of Applicant Scott A. Russell ,��°Su p STO]E AWWAT EIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 ] 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�f'O Tbwn of Southold, C S CHAPTER 236 - STORMWATER MANAGEMENT WbRK WEFT 2019 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT I1VOLVF, ANY OF TTS FOLLO - ` Yes No (CHECK ALL THAT APPLY) 01:1 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E1013. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below wlth 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 witF your Building Permit Application. APPLICANT (Property Owner,Desrgn Professional,Agent,Contractor.Other) S.C.T.M. #: 1 OOG _ Date �p Q Dtstnct NAME: S_T'e,V,\ _201ile a 51 ,— a ' a-1 P � Seaton Hlock Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Inforinatlort I / S-900 iTckpl+mr Vumbrcl ( t/}'r/\ Reviewed By: ) — — — — — — — — — — — — — — — — Date �� Q� / I Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — nn Uo L UC r ��( n _Qn� Approved for processing Building Permit. +.I `� i1 �}(� Stormwater Management Control Plan Not Required. <_ ,,001d Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review.) i FORM H SMCP-TOS MAY 2014 ! cp0 APPLICANT: S.C.T.M.# —+669— (Property Owner,Design Professional,Agent,Contractor,Other) �� — pSV74 CHAPTER 236 'f °� Stormwater Management Control Plan CHECK LIST NAM S�(A pl—' t } Section Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application Pleme P„nt Date: * The applicant must provide a Complete Explanation and/or Reason for not providing ignalule T.k / N..b- all Information that has been Required by the following Checklists 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following Items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum 2'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. 1. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). HP� 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch �0 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. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & F-1 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 �o�S�ffOl�cO�, BUILDING DEPARTMENT-Electrical Inspector c y� TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # LI Date Q, Z Lf 2020 Customer Name (J Electrician Name Address M e U �Q �jCI Phone 7'3 2_ e-mail G e-mail Uf (e �ir� Phone License# 2 _ M y Size� C?� A Phase_Overhead Underground '#of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriti tion is valid t r =: th e date abov . Authorized by -------------------------------------------- 2 BUILDING DEPARTMENT- Electrical Inspector S�fFOL,i- • ,. OU' TOWN OF SOUTHOLD CD Town Hall Annex - 54375 Main Road - PO Box 1179 ua x o A FEB 2 1 0 0 Southold, New York 11971-0959 e�ephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr southoldtownny.gov — seand(a),southoldtownny.gov APPLICATION FOR rLECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date.- Company Name: t_ `SA__d Name: V_,v�1V a 1nA' .CC; License No.: S50 email: �� est ��L�tt C,C Address: a Phone No.: 1 - ,� JOB SITE INFORMATION (All Information Required) Name:-'Zav mrw Address: 576S `�`- Cross Street: () 1 Phone No.: to? I- asP,< Bldg.Permit#: (/Ll SZ';9-- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) OU Lv e,j y Circle All That Apply: Is job ready for inspection?: YE / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Si 1 P 3 Ph Size.-e 2G o A # Meters Old Meter# ew Servi ire Reconnect - Flood Reconnect - Service Reconnected Undergroun - verhead # Underground Laterals 1 2H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �n Request for Inspection Form As 2J '�L �o�oS�fFOL,t-�oGy BUILDING DEPARTMENT- Electrical inspector G ©O TOWN OF 5OUTHOLD t � , Town,Hall Annex 5.4375 Mairi,Road' = PO Box 1179 "v o rr, t` FEB '2 1 0 0 S=outhold, New York. 1A1971-0959 e�eph6he (631)',765-1802' FAX,(631) 765-9502 , r rogerr(c�southoldtown'ny.goa seand(cDsoutholdtownny.gov q APPLICATION FOI:MLECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) , Date: Company Name: Name: u�,V C_V%vwkA_tC_� „ ` • ' . License No.. 50 email: n �r ' eS-e ��C_ut cn�;C'& Address: a �K �� gG�i+2��.-•. ✓l� 2 �B ' PhoneNo.: C , ^� �' -- � a -- - --- -- ----.---------- ---, - -- --. JOB SITE INFORMATION- (All Information Required) Address: Cross Street: 0 JJ (L 1. Phone No.: to ? If Bldg.Permit#: Ll '�a-- eemail: Viten e L e SC- F("a( 4-, Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please,Print Clearly) ; w Circle All That Apply: Is job ready for inspection?: ,i YE / NO Rough In Final Do you need a Temp Certificatle?: NO - issued On Temp Information: :(All information required) Service Si 1 P 3 Ph Size 2�o A it Meters�_ Old Meter# ew Ser0 ire Reconnect- Flood Reconnect- Service Reconnected Undergroun - verhead # Underground Laterals 1 2H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � (0 I Request for Inspection Formals (y 0 1 n y 1 PERMIT# d s: Switches � l Outlets v GFI's I q el S—C Surface �I � yl� A'Z Sconces 112,1 jnj- e �( HH's / 0 � - M UC Lts l 2 Fans Fridge HW *j Exhaust + 3 Oven 4AT Dryer t Smokes DW ( Service 7-0CJ �. v Carbon Micro ( Generator Combo I Cooktop Transfer AC11 AH I1 Mini Special: Comments ' O`�guFFQ1K�PG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 N z Southold, NY 11971-0959 _ . BULLD]N-C NOTICE OF UTILIZATION OF TRUSS TYPE.CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION 'AN13/611 TIMBER CONSTRUCTION Date: Owrler:` MGt � -F uj T et S 5 Lo6ati6rj.of Property: �' ��:�eHS[�� 1 Please ke notice that the{check;applieablWline): ; 'r New commercial"or residd"nt f"structur"eG Addition to e istirig-commereia(�or residential structure " Rehabilitation fe',an existing;=ycoi�imercial or residential,structure to be,constructed or performed at the subj6dproperty reference above wi(F,utiIize A _ ti ,YJt (check a plicable.•Iine): = Truss type.ctonstruction (TT) , Pre-engineered,wood construction (PW) Timber construction,(TC) in the f owing location(s) (check applicable lin'e)' 0!aFloor framing, including girders and beams (F) 7 Roof framing (R) Floor.and roof framing.(FR) Signature: Name (person submitting this form): 20VMOS Capacity (check applicable line): caner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 a The construction type STROKE designation shall be - q17 cc11»� cc111575 ccW"or CCV51 to indicate the construction classification of the structure under DESIGNATION: FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ GGF�� FLOOR,FRAMING, INCLUDING ■ ® GIRDERS AND BEAMS i -ROOF-FMAMI-N-c SUED "FR"FR FLOOR AND ROOF FRAMING STANDARDS AND CODES Bunch, Connie From: Bunch, Connie Sent: Sunday, October 11, 2020 12:31 PM To: 'Kim Sperling' Subject: 505 Mr. Beulah Avenue The plans for this house do not include the deck. The designer stated deck or patio (to be determined) but he did not give us plans for the deck. Please submit 4 sets of plans for this deck and we will let you know what the additional fee will be. Best Regards, Connie Bunch Southold Town Building Dept. Bunch, Connie From: Bunch, Connie Sent: Monday, December 14, 2020 1:54 PM To: 'Kim Sperling' Subject: RE:Tyas - Permit#44532 Thank you. Can you mail us an original with his seal and signature? I will start working on the Certificate of Occupancy. Connie From: Kim Sperling [mailto:ksperling@jnsdevelopment.com] Sent: Monday, December 14, 20201:25 PM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject:Tyas- Permit#44532 Hi Connie, Our surveyor has revised the final as built to match the patio drawings. I attached a copy to this email and they are mailing you originals today. Could you let me know if the C of 0 could be worked on this week if you get the originals in the next day or so?Our customer is anxious to get it. Thank you! ^ F Kim Sperling AS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(63 1) 929-5500 1 F—(63 1) 929-5501 www.insdevelopment.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Bunch, Connie From: Kim Sperling <ksperling@jnsdevelopment.com> Sent: Monday, December 14, 2020 1:25 PM To: Bunch, Connie Subject: Tyas - Permit#44532 Attachments: 17026.000 As-built Survey REV.pdf Hi Connie, Our surveyor has revised the final as built to match the patio drawings. I attached a copy to this email and they are mailing you originals today. Could you let me know if the C of 0 could be worked on this week if you get the originals in the next day or so?Our customer is anxious to get it. Thank you! Kim Sperling I JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631) 929-5500 1 F—(631)929-5501 UU, www.insdevelopment.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Bunch, Connie From: Kim Sperling <ksperling@jnsdevelopment.com> Sent: Tuesday, December 15, 2020 8:42 AM To: Bunch, Connie Subject: RE:Tyas - Permit#44532 Hi Connie, Want to make sure you received the updated surveys for Tyas&C of 0 can be issued? I also wanted to check in on Messina—785 Vanston Rd Permit#44618. 1 dropped off updated drawings last week. Can you let me know if the C of 0 can be issued for this one as well? Thank you! JNS 0FV,,104. 0P,ULNT Kim Sperling I JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631)929-5500 1 F—(631) 929-5501 www.insdevelopment.com From: Kim Sperling Sent: Monday, December 14, 2020 1:55 PM To: Bunch,Connie<Connie.Bunch @town.southold.ny.us> Subject: RE:Tyas- Permit#44532 Yes,the surveyor is going to drop off in the box tonight. Thank youth T' S'' D a V,6I'L 0 PIM E to T Kim Sperling I JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631)929-5500 1 F—(631)929-5501 www.insdevelopment.com From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent: Monday, December 14,2020 1:54 PM To: Kim Sperling<ksperling@insdevelopment.com> Subject: RE:Tyas-Permit#44532 Thank you. Can you mail us an original with his seal and signature? I will start working on the Certificate of Occupancy. EDWARD oBOGM CREDIT SU.rOLK 1".'01J N,TY DE`PAr€MENT Off' FIEA?�i•I Sr-PWIClvS N 14°13'35" W s1 000-051 TRUST-86 305,41' (VACANT) - — - - ---r--- -- -- -- -- --�--- - PF-RMT 1-t`)i"cr=an'PRO;i? L 011 CONST'RUCTIC-N i O sA_ \ PROPOSED DEEP WELL <✓Ct) Vr.. ir's " F,... '•i L`ni 'yid — ASPEIS.1�SYSTEMS rmARos � I �` .F�t �'`:3E�rr.taCti ®(�6„� ' AUG 1 7 2017- 7 I I \ 4 nyDO 24 0\ v LaC C9a,9S I I \\ 23 it ) a \ Dh IL•ro r \� I .. y 'a"k _ F,;, /,, . �m: 6 =<' [n;�(Y ,�'�C ISI ��:\_i DATE Or APPIR,10 AL t J u \ \ Q \\ "�,•,?*', �' aa`,.11,r 3Er "'e:;,�;as1^4Ih �EC�1 7,e 2>0.,..1 --t1-v PROPOSED2AUG-,(EL. k, 22.4) � _ -T>v-. -.-,. .•• •�sFs .-+ :,.rte-,...y:..s _�w.>.:.raa•-.�a_. �t1\ -� \ // \\ I� �� h SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / \a�/ EDWARD C BOOTH CREDIT .. PATRICIA S BST NOOTH REVOCABLE _ M1D`A� \ i iii ii " + '-. 15 5 SCMSHELTER0-051UO2-86 BUILDINGS: 1000-051-02-84 )'� 22 Z/ PROPOSED 2 STORY RESIDENCE I ' :4'; \� (VACANT) LEGEND: PROPOSED 2 STORY RESIDENCE 4'CODS J .2 '�% «"ry 4 BEDROOM (VACANT) JJJ '�,I g• i \4 BEDROOMS W/UNFINISHED BASEMENT *•s'e_ \ \ MN \\ (1.650 SF)FF.E.=2425' 1 iy ' - ('T1 PROPOSED BUILDING LOC2 1 -39R \\ I h° __-- _----- R-40 (RESIDENTIAL) 1P\UP L \ 05 r�? �r j,- �� \ \ '�,I PROPOSED ASPHALT DRIVEWAY SITE DATA. ElfI ,C)\ / � / I TOWN yam.({FE \ °�- 5' _ i \ , \ \\ SCTM 1000-51-02-8.5 df 4\B,- \ la ---- PROPERTY LINE # Up 1\ �.I 1. /”- � \\ < HAMLET SOUTHOLD �tl�' t PROPOSED CONTOUR \D SITE AREA 150 ACRE �, SA •p --11 0- EXISTING CONTOUR / 41 g•.,. P" i"G [d�,°,.`"tt r+At4.3"} 1 N \ ?.e5�a,- F 1 NO EXISTING SURFACE WATER WITHIN 100' "e, \ J p' PROPOSED SEPTIC TANK O / p ��;Fn+ \ e _ _ ,� 2 NO PRNATE WATER WELLS ARE LOCATED WffHIN 150'OF THE PROPOSED SANITARY \ \ \\ I A`e l�/�) !" �• E ••r. ..d;; 7 r- { SYSTEM NO PUBLIC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY clay �v,.o. . F 1 Zn '`' {.:3YTly.•2r° o� 22 '^e,;:A' g6.� `T a L„.;,,:by, I� 1 PROPOSED SANITARY LEACHING POOL SYSTEM 35,MAa_E / j A S `,1� '' 1,i5 - 3 NO DRAINAGE STRUCTURES WITHIN 20'OF SANITARY SYSTEM OL \y�!T wm^ %\\ / �O• \ z„ .�P,.d'r I �'1dva �'r°+ —s—s PROPOSED SANITARY PIPE 6' \ A�•An(p'ltn.n Pp \ i 7 4:EE p+ �� M/'V . 1 \ �+b✓D d�f.±t,Lg\4,(t�bi BII SCJ klt,.^-,v. s ` ��s_ o \\ CONTRACTOR TO IMPORT To•uw \ RIM/�EE£LE.V= �,...�.m..- l j�J�}-' ''�' 'CyO ,';�@ ■ PROPOSED 8" ADS ROOF DRAINAGE PIPE GENERAL NOTES: CLEAN F61 FOR THE �'- Jv `�� PROPOSED SANITARY SYSTEM / \ 20 90. 9° Lr- \ AS PER SCDHS STARIARDS ` / \ , 1 THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED \ 1 ALL UNSUITABLE MATERIAL / \ ti { �.J � � ,,..® ( PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) SANITARY STRUCTURES THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF SHALL BE REMOVED OFF SITE 1 �-( I' L / 21` \\ '`�-� ��\-f �" ' j-"I I ""�"-•� I PROPOSED CESSPOOLS 0 \ / tr -0APLP S /,''- ,oma, PROPOSED 8'0 DRAINAGE STRUCTURE (OPEN GRATE) 2 THERE IS A WATER MAIN AVAILABLE ON SHIPS DRIVE \ / - \l3'MMLE \ �� _) I I �,_„/,-- '+ \pDs ._ 3 PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. Nj1PLE �21 r t'Lr 4 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 1-9-2017 23 —+r— PROPOSED 1" WATER SERVICE ___ 5 THERE ARE NO EXISTING SANITARY SYSTEMS WITHIN 150'OF THE PROPOSED WELL GMWpy�\\ M S 14°1335" E 305.41'�M 5 �2 �J J Ll �\��\ TEST HOLE LOCATION SURVEY NOTES: �___ 2� - ------- -- ------ EX TREE LINE URV _ _ - �iai'aGE cu7Tf� 1 MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS 0_ `�" r� � �- —21 - I 1 =DF PAVEMENT 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND Z` -AG_u'RAVEhEN Rl,=2C 9a f \-RXk 2997 —w EX UNDERGROUND WATER ZONE o / \q•n•r;RE 36'MAPtE s0'rrnPLE 3 ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988 E \ 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED p ( LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDMSION 2,OF THE Enl \ NEW YORK STATE EDUCATION LAW MT, BEUL AH A VE. 5 ONLY COPIES FROM THE ORIGINALTHIS SURVEY MARKED WITH AN ORIGINAL OF U 1 THE LAND COPI�FSOR'S'EMBOSSED''OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE L j 1 6 CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED p 1 __ __ __ ___ _ __ _ BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID I CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS 00 N/F ~- ®— - HARRY P/ANIEUDES HARRY P/ANIEIIDES JOANE MINEY PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND F WIEDERLIGHT EXISTING LENDING INSTNUDON LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING O SCM 1000-051-02-25 SCM 1000-051-02-206 SCM 1000-051-02-211 SCM 1000-051-02-27 (CONNECTED TO PRIVATE WEE.) (VACANT) (CONNECTED TO PRIVATE WELL) GRADE INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR CJ (CONNECTED TO PRIVATE WELL) DRSRNG WELL EXISONG WELL 21 29 r I 1 20 29' 7 RIGHTS-OF-WAY BNOTSEQUENT S SHOWN ARE NOT CERTIFIED DARK BROWN LOAM (OL) / FIn'E I I 8 THE SURVEY CLOSES MATHEMATICALLY F,.UG BROWN CLAYEY SAND (SC) CO 00N rnI 3' 18 29' BROWN CLAY (CH) SITE PLAN i y' ".: aa \eL\ ! 62' 1509' �,: e `' o 's°W NOv.C^Av. \ SCALE 1"=40' l` WATER IN BROWN CLAY (CH) 12-3-19 MF AS PER COMMENTS FROM DATED 11/26/19 CFD F N 13 29' 11-6-19 MF X UPDATED FLOOR PLAN CFD WATER IN BROWN CLAYEY SAND (SC) DATE BY DESCRIPTION APPROV BY 10' 11 29' REVISIONS n� LEX. TOWN OF SOUTHOLD 0 A ETUA C• I �.na+e'` i �' q '•� ^ SUFFOLK COUNTY NY o ,� ,, ` 0 54 EX. ;� � , I � � c WATER IN BROWN FINE TO COARSE E a aF u� , ` \ �� t w LANDS /J a f SAND (sw) MT. BEULAH SITE IMPROVEMENTS of �U/�\ \1�� 1 t�► �`' 17 429' 2556' 56985 V� PROPOSED SANITARY PLAN ,/ �� a„ 11\� 'VA `�� 1899 2.30' (HIGHEST EXPECTED / ROF�Srapt,� GROUNDWATER-USGS WELL 5167801) L. K. McLEAN ASSOCIATES, P.C. s CONSULTING ENGINEERS 437 SOUTHCOUNTRY RD.BROOKHAVEN,NEW YORK 11719 \/ pd TEST HOLE BY MCDONALD L' GEOSCIENCE - FEB 16, 2017 Designed By MF�CFD scale AS NOTED �1n o u L'OCATI S HY 13. _ Dale 2019 1 TEST HOLE Dmwo By MIF NOV. in SCALE:1'1°000' 'G•, `7 Q 0 ' '+ 1 NTS Approved By RGD File Nc 17026.000 CJ a 1 iL �I t GRADE EL =23 20' �I •--vJ FRESH AIR INTAKE FF ELEV PIPE W/SCREEN 24.25 CLEANOUTS AND - HEAVY DUTY& LOCKING CAST IRON EXTERIOR DECK SOLID CONCRETE COVER COVER TO GRADE (EL 22 6) PLATES FLUSH WITH FINISHED CONCRETE GRADE- 22 6 I 1' MIN ,I SOLID CONCRETE TTI—II III MIN 4"OLA 2' MAX 6"CONCRETE SLABE COVER GRADE 21 60 = SDR 35 PVC PIPE PITCHED 6"MIN I 6°THICK 10" MIN MIN 1/4°PER V 6" •24° 4" MIN 4" DIA INVERT(IN) 12"MAX �' CONCRETE SLAB 14" a��art SDR 35 PVC PIPE PITCHED ELEV 19 63' 1 MIN 1/8" PER 1' �I,20" a-=--a Ta•—a r INVERT(IN) 1 ` ®®® J ELEV 20,90' 6" L 1 ° i INVERT (OUT) 1-8 2'-0" ELEV 19.77' CAST IRON PIPE SHALL EXTEND 8" THRMIN OOFH2 FOUNDATION WALL A I (EFF 4DEPTH) 4° -0" INVERT(IN) I_ I 4" SDR 35 SANITARY TRAP ELEV 2027' I / CROSS OVER PIPE INV 10-MIN /d / EL=1863' ¢" —n MIN OUND WATER ELEV=15 09 —a8-0 —..--.. — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — 1.200 GALLON CIRCULAR SEPTIC TANK BOTTOMS F4 TANK ;} LEACHING TITS DETAIL BOTTOM OF ELEV LEACHING POOL ELEV 17 96' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES " BACK FILL MATERIAL TO BE CLEAN SAND& NOTES GRAVEL II rr1 " o, 1 CONCRETE MINIMUM STRENGTH 4,000 P S 1 0 28 DAYS I 4° 2 ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND �� l T LOCKABLE 2-\• '3(" )° (`-"5 (' ,{'�z'-dam r-�L� `� ""'`""nom'^'{L m� r�• HIGH AECTED SECTION m 3 CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT �.,-„rr'f •} ' , j l\-`1� WA TION STAINLESS y ^ �^';03,.t+ �h�'-t"ql '"= r't1 s1.,•��s STEEL BOLT EXCEED TWO FEET IN HEIGHT (TYP) ,3ntL�f+;^f�Y'�eF•2�i+...+4+),1 �.�w�.,, y.'-�" `'\�+1;-�i .a• `n w 4 UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON �;'-'�°� ��'\ r.�? PLAN 1/8°1HK WASHER EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY IT IS THE � 1� n �'''" ��-�i' ,.i+' CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL r� r1 'LY✓ .i°a 3 8 0-RING GASKET 0 AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS i f'k; � 1 T-rt�t 'y��M /^ Z' 5 BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL \`•: COMPACTOR AT 6" LIFTS MAX ' 'c 1 MATERIALS CONFORMS TO ASTM A48 CLASS 30B OR 6 CONTRACTOR SHALL-BE RESPONSIBLE FOR RESTORATION OF ANY L35B OA SPECIFICATIONS I DISTURBED AREAS 2 LOAD RATING FOR MSHTO & HS 20-44 HIGHWAY LL LOADING U 3 FRAME AND COVER AS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL p HIGHEST EYPEC ELEV.=2 30- _ SANITARY PROFILE 0 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER ROOF LEADER 0 N T S N.T.S. N p TRANSITION CAST IRON CLEANOUT 'T" / BRANCH WITH BRASS OR N o, BRONZE THREADED PLUG r t� 3 DRAINAGE NOTES Qo�o 4” CAST IRON PIPE 1 STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 1% MIN PITCH GRADE aoco �24"� o SOLID CONCRETE COVER OR OPEN ppp GRATE AS DETAILED 6"CONCRETE SLAB 2 ALL CONCRETE TO BE 4000PS1 0 28 DAYS cvcarat� s" o -I I Ct1.JC:7t � 3 UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE AND o 2 MIN. ONLYDI�NSETHE ICONTRA ORSUTILITYCORDS RESPONSIBILITYE OPVERIFYATE SECTION / Co RAGE THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT I a1 _ 24• _ _ BE SHOWN ON THE PLANS I 8" ADS PLAN NOTES: LL 8" HDPE DRAINAGE PIPEa 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN 5-O" SLOPE ® 1� 1 MATERIALS SHALL CONFORM TO ASTM C AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THEROOF LEADERA48 CLASS 308 OR 358 `w ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS 2 LOAD RATING SHALL BE AASHiO & HS NO DIRECT PAYMENT WILL BE MADE DOWNFALL DETAIL 20-44 HIGHWAY LOADING SEE LZ REINFORCEMENT EET 12" ®®®�®® r 5( FIELD CONDITIONS OR AVODINVERT ELEVATIONS MAY BE ACONFLIICTJUSTED IWITH UTILITN THE IESTASMO ORDERED NT.S. 24„0 HEAVY DUTY FRAME & OPEN GRATE COVER L` NOTE 1 ®®®�®® w W BY THE ENGINEER N•T.S. SHEET PILING 3 O (TYP w m j^ AS REQUIRED ®®®®®® F 6 ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE j; BLOCK, BRICK, AND/OR 1 2 MORTAR MIX nnL, c EXCAVATE AND l)t %Y y BACKFILL 3 FEET4' 7 USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS E AROUND AND ®®®E=® UNLESS OTHERWISE NOTED / Q q�.'+7 G•D� r�— 12-3-19 MF AS PER COMMENTS FROM DATED 11/26/19 CFD o BELOW LEACHING RINGS WITH ®®®�®® 8 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING ��lyR� ,�jpp to �` DATE BY DESCRIPTION APPROV BY tj SUITABLE MA POROURIAL S DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE i F REVISIONS y APPROVED BY THE GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF t;3 0' POROUS TOWN OF SOUTHOLD ENGINEER IC G� d U) a 0' TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND a W SUFFOLK COUNTY NY BACKFILL HEALTH REGULATIONS FOR CONSTRUCTION (OSHA) NO DIRECT 7� (,� Ef IAL PAYMENT WILL BE MADE FOR THIS OPERATION .!” MT. BEULAH SITE IMPROVEMENTS Lnj - 9 IF CHIMNEY IS REQUIRED, MIN WALL THICKNESS 3" m REINFORCEMENT NOTES. 56085 �� m ��,��,� ' SANITARY DETAILS 1 STEEL REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC f ,A3 0) 6"x12"#6x#8 8'-0"0 LEACHING BASIN DETAIL L. K. McLEAN ASSOCIATES, P.C. N p0 CONSULTING ENGINEERS 137 SOUTH COUNTRY RD,BROOKHAVEN.NEW YORK 11719 Mo N NTS Desl9ned By MF/CFD Seale AS NOTED Sheet No 0 v Drawn By: MF Date- JAN. 2017 o/ 2 0 Approved By RGD File No 17026.000 I l N/F Y. EDWARD C BOO7M CREDIT i SHELTER TRUST - 305,41' SMSHELTER BUILDINGS: N 14°1 '35' _ - (VACANT) LEGEND: —�—-- �-- PROPOSED 2 STORY RESIDENCE PROPOSED BUILDING 4 BEDROOM 0 G PROPOSED DEEP WELL R-40 (RESIDENTIAL) AS PER SCDHS \ — \ 3 PRIVATE W WATER \ PROPOSED ASPHALT DRIVEWAY SITE DATA PROPERTY LINE Sf"TM# 1000-51-02-8 5 / `( I \ / \ \ � PROPOSED CONTOUR HAMLET SotTfHOLD 1 ".F•rear Lc Z -11 0--EXISTING CONTOUR SITE AREA 1 50 ACRE 2q\ \ 24PROPOSED SEPTIC TANK t - 1 NO EXISTING SURFACE WATER WITHIN 100' 2 NO PRIVATE WATERWELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY 23 (" i -) — \ \ (°) PROPOSED SANITARY LEACHING POOL SYSTEM NO PUBLIC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY \ ---- \ •• SYSTEM U) —s—s— PROPOSED SANITARY PIPE 3 NO DRAINAGE STRUCTURES WITHIN 20'OF SANITARY SYSTEM —■— PROPOSED 8" ADS ROOF DRAINAGE PIPE GENERAL NOTES: Ham--TODD-I \ ;_j PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) 1 THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW)WITHIN 150'OF PROPOSED I I \ I SANITARY STRUCTURES THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF (7) PROPOSED 8'0 DRAINAGE STRUCTURE (OPEN GRATE) PROPOSED CESSPOOLS / ;�•„ PROPOSED / \ tii 2 THERE IS A WATER MAIN AVAILABLE ON SHIPS DRIVE 1 \ \ �� PROPOSED 1" WATER SERVICE 3 PROPOSED SANITARY SYSTEM IS DESIGNED FOR ATOTAL 4 BEDROOMS, 20X40 POOL PERF 4 TEST HOLE PERFORMED BY MCOONALD GEOSCIENCE ON 1--9-2017 MM \I -,(EL. 22.4) TEST HOLE LOCATION 5 THERE ARE NO EXISTING SANITARY SYSTEMS WITHIN 150'OF THE PROPOSED WELL Y SURVEY NOTES- _ EX TREE LINE FE\ �/E! 10q,�N ° \ / �_ I 1 MEASUREMENTS ARE IN ACCORDANCE WITH U S STANDARDS MIN \ v— EX UNDERGROUND WATER 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND - \�� }�(/I SFE \ \ / - LF \ I - ZONE FE \\ �("' ./\ \ EDWARD C BOOTH CREDIT 4 N/F 3 ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988 N� } /FE I \ \ ^Y^;1'�'-1^ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED PATRICIA s BOOTH REVOCABLE \ / SHELTER TRUST LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE TRUST f I \ / •••'••• ••••••••••••' /•••;I `• ' " 1515 `_ sCTM 1000-051-02-BB SCIM 1000-051-02-04 , Z .% PROPOSED 2 STORY RESIDENCE \ \ (VACANT) NEW YORK STATE EDUCATION LAW 6_^OP� f0'uIN 2 I 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF (VACANT) J -,,4 BEDROOMS W/UNFINISHED BASEMENT \ \ �_- ARAFE THE LAND SURVEYOR'S"EMBOSSED"OR"INKED'SEAL SHALL BE CONSIDERED TO BE LP (1,650 SF)FFE=2425' FIE.x32 ( I : LP ) \ I , \ VALID TRUE COPIES p, 1o'MIN & (\�` MIN I m )- I 6 CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN _'LP )_s OSO�s � '� �-\ I ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED CJ / ( �� sX\—/ " \ ) BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LANG SURVEYORS SAID 763' /' r--, CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND d 1 1 t }(( —� LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING \_ yti / I I / \ \ \- ' yl,r \ \ \ \ ION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEO sUBSEOUENT OWNERS 8 THRIGHTS-OF-WAY SURVEY WNOT CERTIFIED CLOSES MATHEMATICALLY o \ \ I r' \ EXISTING 0. t t-U r \ O _ 22 a 1 GRADE \ x v°-�r sA \ \ 21 29' LLI �� TO '\- � DARK BROWN LOAM (OL) CONTRACTOR TO IMPORT / AIN ( \ \\ 1_/`\/I 1• -• •' 20 29 U \\ CLD1N FILL FOR THE 10 MIN '\ RIM- ELEV= J��.%'-'" BROWN CLAYEY SAND (SC) L>_I PROPOSED SANITARY SYSTEM \ 20'90 AS PER SCDHS STANDARDS ALL UNSUITABLE MATERIAL \ I SHALL BE REMOVED OFF SITE �21 I 1 f� r"� _^:J., A t 1`...� / 1 I 3' 18 29' 00 +•r. \NPL_ /~ t BROWN CLAY (CH) — J_ TFLL LO 6 2' 15 09" r — NWvw — — S 14°13'35' E _°• ' '"D� 305,41' } �� _)`J`J�J`-��• ,-�,� -- -- - - WATER IN BROWN CLAY (CH) Fµ0 "t 'v ru; ��-�'• �2� _ _ 13 29' m 1 ti' —21- '�" __ -- -`r:�F'"rr�•��--- 8'�- WATER IN BROWN CLAYEY SAND (SC) 10, 1129' O ' O 1 WATER IN BROWN FINE TO COARSE MT, BEULAH A VE, SAND (SW) L) I i 17' 4 29' — N/F —� N/F N/F' N/F L F WIEDERUGHT �® HARRY PANTEUDES HARRY P DES JDANE HINEY scrM loon-asl-oz-zs scTM 1000-e51-02-2 06 S. 1000-o,i-L'oz-zt1 scTM taoo-osl-ox-z7 230' (HIGHEST EXPECTED ( ) ) (VACA`1T) (CONNECTED TO PRIVATE WELL) 1899'' 91 CONNECTED 70 PRIVATE WELL -EXISTING WELL (CONNECTED TO PRIVATE WELL EXISTING WELL GROUNDWATER-USGS WELL 516780 1) TEST HOLE N / GEOSCIENCEBY FEBO 16, 2017 N r:pr PUC TEST HOLE 1 NTS SITE PLAN SCALE 1"=30' E a _ D I a s0VAc11nrwav Ezto R F.1[ V, VO DATE BY DESCRIPTION APPROV BY o v 9 1F° oO I `Q R� REVISIONS Q) r b fab e° J N rQ SEX. CAD D a o °aoa tAYD" £ t3 ,,� °4s TOWN OF SOUTHOLD EX � t�,-�� 4 SUFFOLK COUNTY NY WETLANDS +� �tJ"7 I v/ E t sv M URo s 4 � 4 MT. BEULAH SITE IMPROVEMENTS _m 7�° a bl1go.tl C Z6 B' �_ ` ✓�' PROPOSED SITE PLAN v 0 o U F� �4' L. K. McLEAN ASSOCIATES, P.C. v N CON O C O po D r SULTING ENGINEERS 437 SOUTH COUNTRY RD,BROOKHAVEN,NEW YORK 11719 ` D p @ /ii,)F'.`- Designed By MF�CFD seal. AS NOTED sheet No N r �'O_l ATI�OdAI ' Drown By MF Dote FEB. 2017 C`1 a SCALE:1" 000' O " ' r--J 1=L� La Approved By RGD FIIe No 17026.000 I , 4 53 4V p IMRCTT LUT 2 nNAL PLAT-CLUSTER CONSERVATION SUBDIVISION , I� OR EDWARD C.BOOTH AND PATRIC4 S.BOOM J Ml0 IRI R 90W AI TMC.'FQX C SMT C O"CE AA Y1F b 11701 sovrNoin r 1 ; MEA a 05 SAACRES F o Iwo N L D OCT 2 E 2020 I \� `l ]BUND DEPT, "atoll" WA f 3. n 1 1 MMR 1 1 "�`�yy, 4�• ^'�� M vim° ��..��0p SITE PLAN t!I SGLE.,•-w' OKFMCFS -�BUEOMG u x I ar mawun 4 sF aMrtAW w " ® aA„r. ,yMa E >•' RNIN W W ® IcaIIP,vOI D DF^TNC r.E4. l( e h1m OE\ yO'r YFASUREYEN R ARE IN hX0RO&CE`HM Us BTINDMOS mOtnEna� 1� 0 g.018/d {E : e sw+o xSHf SME w Tt9 NEW 1X sureIMIE PcmRDlwre srsTEu.HAnaD. UOH*21 D(LTIQR x SIORF IESNIEME I� 1(RDII0011 ��y! D VE H—WUH IS REFERENCE.TO WVDBB(GDmIM) R-w(RE EDENPAJ H A UNNIMOl=MIFRTI,OV CR w01TON TO A SURVEY 4"P BFAWID A LIC`JFSFD 9DE.OdT6 * �DTHE NEIN VOR SSTAATE MWON LOF W nXIM)xm SJ96WSIOn x W SCR/ 1000-51-02-&6 S MY CORS ERDY ME OCDWAE W,N6 SURVEY"kM NNN Ml DgDINIL LZ HA,IET SOIRIDID �j^ ( 985 �Q� TWO BTHE V�TRL mPR1S.'Eu00SSFD•OR'1FOfE0'SGL SIW1 BC CWlSiINRED SIZE MFA: 150 CRE i• C�O 6 CERPNCATICNS IN=TED HEREON SIOMTY TwT MlS SURVEY Wn PREPARED M �rJ AC CRDMCE"M THE EOSNNC CODE OF PI—E FOR UVD NRl£YOES MOPTEO IF,THE NE',TORI(STATE A990CWTM OF PROFES9ONAL V SURVEYORS SAD COMMATIONS 9X41 RUN OMT TO THE PERSON FOR WIIOH a` ME SURVEY Is PREPAR w0 M IA9 RDMF TO ME MLE—H, COVER_R 'm OF ME LOOM INSTIMCOM M1016 COCAT16 S i0 THE ME NOT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '"MS RAe c o"m TwN l os mmoxs OR wBSEDVEMT o.ERs Cj T MORS-OF- 1 NOT SIXPAN ME HOT CERTWED APPROVAL OF CONSTRUCTED WORKS FOR R ME SURTEY CLOSES—.Ml— ASINGLE FAMILY RESIDENCE Date 110111120 _ H S Ref NO RID-117-01180 s The sewage disposal and water supply facilities at this location have been °Are OF s inspected and/or certified by this Department or other agencies and found REVISIONS to be satisfactory FORA MAXIMUM OF a BEDROOMS TOWN OF SGUTHOLD SUFFOLK COUNTY Now MT. BEULAH SITE IMPROVEMENTS CRAIG KNEPPER,PE,CHIEF SANITARY AS—BUILT PLAN Oftrce of Wastewater Management i L K.MI.LEAN ASSOCIATES,P.C. Q�IRI.rq o,a,nm OwMAM MF/CFD smc AS NOTED A'^I qmm Rr MF m SEPT 2020 SH 1 ,,, r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES m^.A F,: RCD Ea N..nozs oao MAP OF PROPERTY LOT 2 AS SHOWN ON FINAL PLAT — CLUSTER CONSERVATION SUBDIVISION y FOR EDWARD C BOOTH AND PATRICIA S. BOOTH FILED JULY 8,2005 IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 11284 LOCATED AT SOUTHOLD TOWN OF SOUTHOLD +, "Pwo qT SUFFOLK COUNTY,NEW YORK r , 30TH-00005,-11-4aL) AREA = 65,3401 S.F. or 1.500 13,94 IYD°D5� Sa,1• 10, WN IE cN0�1„ aE� 2 ', 1 yOatNEO EOw S"6!I 5+t1'02_e a \\ +++1 25,+ , N7546''' \z till F�11QES 1„ zclw"+DNnWrt1 \ T a , WOODS ' ( II, FIRE PLUG t`Y SyC � CSA fir/ RLGEK cUR \ 6�py%• 1 M DRIVEVAY 10�s 1/ ZF• \\ �r'rl r ' //• ` BLOCK CUR6 /1 \ \ \LL1 1 10E`' p0 0�9 I'D 'IdWELL1 I� E�610 PR 6Gg I, A UNTOµby, ,1 i Off, .2A26 u 2 GR UND I � v, r 1 1 'I E 1 Sp1,0 ,Myp0 '11 CP S W01. � S n \ � CB IMC d• S ' \ r 6 Z I CP IJ I 'A- CB NAG 60D SET CP a � ,F k� 1 ce MAC SET 1 1 aELEO WR p04 � PISPfl _ ELS r` 0 ONCP N Nli 5 Po1°0.fl1 �� ___ _ _. _ _ _ __ 3"_ - _ P W1E0-p OEwp\^1 N VIVO-) ,00pNAIE r E T 11 lCD` EOTEO TD 's�•b yp V FES waoDs :\ \ \ r U, 1 {24'TWIN �I \ S 75 A6'25., P1�c"s61.ox-BA M v J^� .. 1 0 1 to !n� ^ SITE PLAN cJ �� rdo 0[�D AS-BUILT SANITARY SCALE: 1"=40' Lj DISTANCES OM CORNERS OF BUILDING 0 LL � W rr�'j�� v� v 1 2 I I A 26' 22' CENTER OF MH oB 27'-8" 17'-6" CENTER OF MH C 38' 33' CENTER OF MH FS CURB INLET D 35' 34 CENTER OF MH O I- ® URAINACE MnrNkILL -e � E 31'-6" 34' CENTER OF MH ® DPAIIIAGE HLET F 37'-6" 46r-7- CENTER OF MH CENTER OF MH a, CARLE TV BOS H 43' 33' CENTER OF MH C ELECTRIC TPAIISFORAIER O CJ WATEP WELL 0 ELECTPIC AIETEF (`'_ ;'`"� 1`� uaf _ �,,��(g"-'✓�L.:\ � 1��5�//�g!..:.y i �\ a ice`( ` �� 1 t 4 O� 1`�� Or r 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S, STANDARDS. U BUILDINGS: ,6" C(� C4 U�B�� ,S 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM, NAD83, 'V J/°' F LONG ISLAND ZONE. LZ 4 EDROOAEIDENCE OCT _ 2020 ' 3 VERTICAL DATUM IS REFERENCED TO NAVD88 (GEIODI2A). ZONING[ LL1 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED R-40 (RESIDENTIAL) U 2 LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF U rSITE DATA: TC C9 THE NEW YORK STATE EDUCATION LAW. 'm SCTM#: 1000-51-02-85 wW ; `""aj{r`a qs, ;� S. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL 4' 3'CiJ N...t 61....3t DEF-F. LZ HAMLET. SOUIHOLD T .�n,,r S, x^+ /� $IS �/ OF THE LAND SURVEYOR'S "EMBOSSED"OR "INKED" SEAL SHALL BE CONSIDERED SITE AREA 1.50 ACRE Ch+• '1 T 'S" 7 $_11071 1 ��(, Ir aQ TO BE VALID TRUE COPIES. fJDf1��\O 6 ACCOCERTIFICATIONS RDANCE WITH THEINDICATED SURVEY HEREON SIGNIFY THAT THIS ED IN EXISTING CODE OF PRACTICE FOR LAND SURVEYORS o + 'jV ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM a� THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, is GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE 0• ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT ry, TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED, APPROVAL OF CONSTRUCTED WORKS FOR B. THE SURVEY CLOSES MATHEMATICALLY. jn 1 ASINGLE FAMILY RESIDENCE 0 ai Date 10/1/20 H.S. Ref. No. R10-17-0180 The sewage disposal and water supply facilities at this location have been DATE BY DESCRIPTION APPROV. BY inspected and/or certified by this Department or other agencies and found REVISIONS TOWN OF SOUTHOLD to be satisfactory FORA MAXIMUM OF 4 BEDROOMS, SUFFOLK COUNTY NY E L, MT. BEULAH SITE IMPROVEMENTS U7i 0 �. . L' CRAIG KNEPPER, P.E., CHIEF SANITARY AS—BUILT PLAN Office of Wastewater Management C II E L. K. McLEAN ASSOCIATES, P.C. CONSIILTINO ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11716 C5 baa °QArrvwsw nm u°fo�ea"�`:'oxraw+°'�°`m+ 9 Y MF/CFD scale: AS NOTED Shoat No Designed B oma awma ra—nia+r arra A6_&a ne Drawn Sr. MF Date- SEPT 2020 /� L^'' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Apprarea BY RGD Fila Na,17026.000 MAP OF PROPERTY LOT 2 AS SHOWN ON FINAL PLAT - CLUSTER CONSERVATION SUBDIVISION , FOR EDWARD C BOOTH AND PATRICIA S. BOOTH FILED JULY 8,2008 IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 11284 LOCATED aT SOUTHOLD 1 TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK AREA = 65,3401 S.F. or 1.500 ,,3•g4 'i WODDS' p ppNATC W1 ' ACRES xIFGT,pREDIT 2 y ,I LppNNCG / r EON O6:X51"-,e t 1, 1 .,Ot4 1 'Cam ^c .4 6rf , '' 1 N/p,REUDE1 11, Da- `Sj i It WOODS ( I1 •d• 1j ®FIRE PLUG a,SYC M ' 1 � O / IP6V FEN;�" I BLGCKRIVCVAY sTWE 1 '_ I I I 1 BLOCK CURB < 1 l(lyl� IY P/O EssQ1aa ��-��-y-�_y��nr BOtFA911E •� ,I I, Y'-11000" RNptE •�Y��M,-� �9,NK``. 1 OI�E �\ u'10EC1Fl TD P I ,r„_y ,�I rJ.VYT1 I, W \ LCaNN �yP11 ® 11\ 11 M �' l _ 10 \ G \i EX1 atES tJfp ys i 1 ,1 4 BENIOE5NE0 11& N 1 1 ( I I I u I 3° 1 \ z ZOpppUND 111 Z I 1 � tN- l _ I EGRESS \ n to It .d I C ON8 E '” A/O WINDOW S� 1 /I SATO �NDOA UHRS 'A'cCL > 1 Fz P 1 �� I WEV• ( a , \ t4 CB NAG \h5d Il� CP IJ CB NAG 60D SET /H � \� F_1,�.� t ce uac SET 11 �, � oELEG•pN�pp.T' W ER GR o EIEC• IN IAO 1j�1FJ,F /- Nl1 LMAtT T5 - - Pppt, - + - ]' - F.110 p5P1M1NATE WELLI Sµ�p1fA 10 FENCE WOODS 1 l �4 6 Pa ✓�i q+ O N/1 RE"A'CO yl lE �2M1"TYIN •� 1 5 1546,25, PA1R'CU5%1I-07'84 1 05 1 a 0- MAP i VI , t ;I SITE PLAN U tLI SCALE: 1"m40' AS-BUILT AR DISTANCES-FROM-CORNERS F BUILDING 4, n 1 2 II�//��1�I rr11 A 28' 22' CENTER OF MH O _LE CaO_ B 27'-60 17'-6" CENTER OF MH C 39l 33- CENTER OF MH CURB INLET O 35' 34' CENTER OF MH r0 ® DRAINAGE hIAKI116LF E 31'-6" 34' CENTER OF MH ® DPAIIIAGE 114LET F 37'-6" 40'-6' CENTER OF MH G4T JB'-6" CENTER OF MH rT ® CABLE TV BO" H CENTER OF MH 3 ® ELECTRIC TPAIISFORMER Q ® W'ATFP WELL 0 ELEr,TPIt LIETEP ILJ 1'0 OT S 1R1. MEASUREMENTS ARE IN ACCORDANCE WITH US. STANDARDS. BUILDINGS: T �_�-'� G.DI �s 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM, NAD83, L� E�L$I1NQ 4 STORY RESIDENCE OCT _ 202� Q O LONG ISLAND ZONE. I,G�Bfl l6 3 VERTICAL DATUM IS REFERENCED TO NAVD88 (GEIODI2A), C rn Q 0' R-40 (RESIDENTIAL) 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED In £'P�'"'S;T)`'q,p j•3?'q iii'_'"� � LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF U SITE DATA: 1}+J•ti -: - ,„t -�,rlt !-^ .i( (!� THE NEW YORK STATE EDUCATION LAW. •In SCTM�° 1000-51-02-85 -jr a, �•,'1� - ' 5, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL [� HAMLET: / v OF THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED SOUTHOLD �j�� TO BE VALID TRUE COPIES SITE AREA: 1.50 ACRE SAO 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN UPRROV ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS OV ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND c SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM r' THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, C GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE `L,� ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNER S.SUFFFOK COUNTY DEPARTMENT OF HEALTH SERVICES 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED.C:1 APPROVAL OF CONSTRUCTED WORKS FOR 8 THE SURVEY CLOSES MATHEMATICALLY. in i ASINGLE FAMILY RESIDENCE i n n3 Date 10/1/20 H S. Ret'. No. R10-17-0180 w The sewage disposal and water supply facilities at this location have been DATE BY DESCRIPTION APPROV.BY inspected and/or certified by this Department or other agencies and found TOWNISIONS OF SOUTHOLD P to be satisfactory FORA MAXIMUM OF 4 BEDROOMS, SUFFOLK COUNTY NY LrN ti {� ,_ �7 f'" MT. BEULAH SITE IMPROVEMENTS oCb CRAIG KNEPPER, P.E., CHIEF = SANITARY AS—BUILT PLAN Ofiice of Wastewater Managerrlent o= L. K. McLEAN ASSOCIATES, P.C. CI COKSUt7IN0 ENGINEERS 437 SgRN COUNTRY M.BROOKHAVEN,NEW YORK 11718 C5 11) Dealgnad By MF�CFD saute: AS NOTED Sheol No U 1Dt'"1Mi['a1or•I en N VI Petomrt 6AlMwfovAL DraMP By: MF Data SEPT 2020 (`A L SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Appra„ed By. RGD File No.17026.000 v, iJ REScheck Software Version 4.6.4 Compliance Certificate Project JNS DEVELOPMENT- MT BEAULAH Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,580 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: 7.5%Better Than Code Maximum UA- 453 Your UA: 419 Maximum SHGC- 0.40 Your SHGC- 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,317 25.0 0.0 0.040 53 Wall 1:Wood Frame, 16"o.c. 2,766 19.0 0.0 0.060 126 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 1,317 30.0 0.0 0.033 43 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The prod building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 a to co the mandatory r qui ents listed in the REScheck Inspection Checklist. JAIME E, pF NEWY )d ^leo^l QI Name-Title !r Slgnatur Date C 1r5 I W �FOp o• 072 R�FESS1 Project Title:JNS DEVELOPMENT- MT BEbULAH Report date: 10/12/19 Data filename: C:\Users\Craig\Clients\Zoumas-SPEC HOUSES\20191011-MOUNT BEAULAH\RES CHECK Pagel of 1 20191011 - MT BEAULAH.rck 1ZREScheck Software Version 4.6.4 Compliance Certificate Project JNS DEVELOPMENT - MT BEAULAH Energy Code: 2015 IECC Location. Southold, New York Construction Type: Single-family Project Type. New Construction Conditioned Floor Area: 2,580 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: 7.5%Better Than Code Maximum UA: 453 Your UA• 419 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 Asteinb,lly or Ca.vity 'Cont. 1.11-Factor VA, R-Value 'R-Value Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,317 25.0 0.0 0.040 53 Wall 1:Wood Frame, 16"o.c. 2,766 19.0 0.0 0.060 126 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 Joistlrruss:Over Unconditioned Space 1,317 30.0 0.0 0.033 43 Compliance Statement. The proposed building design descr a re is consistent with the building plans,specifications, and other calculations submitted with the permit application.The propos bui ng has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requi ment sted in the REScheck Inspection Checklist. Name-TitleOf NEW Signature Date bEFRh•0 uy, LU C1 r� W Vis-- ns9 SFO �O• 07 AR�FESS\ONP Project Title:JNS DEVELOPMENT-MT B HReport date: 10/12/19 Data filename. C:\Users\Craig\Clients\Zoumas-SPEC HOU ES\20191011 - MOUNT BEAULAH\RES CHECK Pagel of 1 20191011- MT BEAULAH.rck MAP OF PROPERTY LOT 2 AS SHOWN ON FINAL PLAT - CLUSTER CONSERVATION SUBDIVISION FOR EDWARD C. BOOTH AND PATRICIA S. BOOTH FILED JULY 8, 2005 IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 11284 LOCATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LOT 1 (DEVELOPMENT RIGHTS EASEMENT TO THE TOWN OF SOUTHOLD) , AREA — 65,340± S.F. or 1 .500 ACRES A 11 � 213.94 i waans N .75-461 25'/ w �= d 110 W CY.r 1 wvvvs � 1:-, '4t 1 ® FIRE PLUG 1 l0 1 ( ? 6'SYC. 1 1 � 4 1 PaW FENS X / BUpCK CURB Q O STONE DRIVEWAY = /X X v BOCK CURB Q 1 z w 11 ® x B OppNE i 3 ; 1 t�1 11 \ PR ANK (;AR- C3 W N 1 1 ` 11 Y 7 ;i 111 L6 waves i LOT 1 0 2_S FR �r Ice WD, E a �n-� (DEVELOPMENT RIGHTS EASEMENT 1 ; W \� NOUS �6" ' W `ti/3' TO THE TOWN OF SOUTHOLD) a 2�RpUND v o" > , i 1 w IN�POOL v.i'; E54 Z O 13CY i Z 1 N 1 ` %dw O EGRESS_41 z TONE 'AlC WINBpL i PATIO WINDOW UNITS WEL z C7 % X6.5 WELL \ s \ 1-4 r 1 = 1 \ _ S'71 \ .-4 %\ ELEC. \ EC. RISER CA \ CABLE x RISER o o ELEC. ON POST \ X X ELLE POSETER RISER FOR PpOL / X �\ pN 3' FIL7ER X/6'( V FENCE \ WOODS 213'94 t X24' TWIN \ S 75.46,25,, ctrl JJ 0 36'MA 1 1 1 1 lU LOT 3 0 MON M NOTES Nt I z 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. I 2. BEARINGS SHOWN ARE 1N NEW YORK STATE PLANE COORDINATE SYSTEM, NAD83, LONG ISLAND ZONE. I 3, VERTICAL DATUM IS REFERENCED TO NAVD88(GEIODI2A). I 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, I SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. I N/F �` 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN EDWARD C. BOOTH ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL REVOCABLE TRUST BE CONSIDERED TO BE VALID TRUE COPIES. I I 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR z LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF I PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN I 1 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL ~ I INSTITUTIONS OR SUBSEQUENT OWNERS. � I Q 0 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. o I 8. THE SURVEY CLOSES MATHEMATICALLY. CN. I 1 a ti MON 3 — — a 3 MON Lq 3 1 1,6 D- - o c�7 - ti MON In 3 A LEGEND 12/14/20 T.L.S. REVISED WOOD DECK TO STONE PATIO T.L.S. FtJ ' " " " . . .. . • CURB INLET q DATE BY DESCRIPTION APPROV. BY � O •• • • • • .• • . • •DRAINAGE MANHOLE REVISIONS 3 ® • .. .. . . •• •. . .DRAINAGE INLET II Town of Southold +, D . . . .. .. .. .. .. .CABLE TV BOXqj III . .. . .. . ... . . . .ELECTRIC TRANSFORMER Suffolk County, New York ® WATER WELL CERTIFIED hi 505 Mt. Beulah Avenue b A Southold,old Ne w ® YorkQj •ELECTRIC METER � o, 1) IOANNISZOUMAS I 2) Old Republic Title Insurance Company - AS—built Survey 3) Pro National Title Agency QkI 3 �C-> Sa. SL. K. McLEAN ASSOCIATES P C GRAPHIC SCALE p � � - ' * 9y * CONSULTING ENGINEERS & LAND SURVEYORS * 30 0 15 3o 60 120 I hereby certify that this map was made from an actual survey ;;; p BROOKHAVEN, NEW YORK SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: completed feted b me on 06/26/20. tl-f 437 SO. COUNTRY ROAD, o DISTRICT 1000 ,, P V � �' - c� Field Survey By: J.L. Scale: 1"= 30' Sheet No. C-3 SECTION 051.00 � � `%'� ti BLOCK 02.00 '• IN FEET !wc/�C, Cb(.�28 �`a�y0 Office Survey B T.L.S Date: Jul 1 2020 1 LOT 008.005 �� . �� ` y y Y 1 inch = 30 ft. TAMARA L. STILLMAN, P.L.S. (fit 1 NYSPLS No. 50528 Approved By: T.L.S. File No. 17026.000 IF 'r DF9101N & ENGINEFF2ING DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 11978 631.767-6071 CARMBSSa AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 2'BLUESTONE REAR PATIO HOUSE ideas, design and arrangements represented therein, are the property of Deerkoski + Arm 51'-6" Design & Engineering, DPC. No part thereof shall be copied, disclosed to '-0" 15'-9" '-0" 15'-9" -6'_0'r 2"CONCRETE SETTING BED others or used in connection with any work or project other than for which they have been 4'POURED CONCRETE PATIO prepared without written consent. 0 _ — — _ — _ _ SLAB(3DOOpsi) W/6 x 6 -- --- --- --- -- -- — — — ¢10/10 WELDED WIRE MESH 12"long, doweled into foundation wall 018'oc and epoxied __ __ — — — — — _ ¢6 Reinforcing rods, g eP 3/4" finished floor -- - - - - - - - - - - - - - -- - --- --- ---- -- - -- ---- - - - - - - - - - - - - 4'p.c. slab w 6 x 6 ,110/10 welded wire mesh lapped and woven around reinforcing 14 Reinforcing rods in poured concrete haunch and at top of p.c. slab 3/4"plywood STUCCO subfloor- typical I 2" BLUESTONE 230 x IT 616"Oc ^� 2" CONCRETE SETTING BED BLUESTONE PATIO I - - - o 14 Reinforcing rods in poured ACQ sill plates r N concrete haunch and at top of p.c. elab x 2' 2- 2 Termite shield on fiberglass 2) #5 bars ALL SPLICES ARE TO BE A MINIMUM OF 40 x BAR DIAMETER sill sealer- typical ' 2)1E5 bars #4 Reinforcing Rods at 36" or. Q Embedded 10' into center of 6" a 1/2'dia. Anchor bolts, 18"long, (2) bar 2. SE Concrete Wall. 24 oc, 12 max. from comers • Pre-Bent up and into slab �N � (18' Vertical x 24"Horizontal) FOUNDATION� " J5 bars 0 24'oc vertical stirrups BACKFILL Q 5 J5 bars- 48'OC �ir�� #'5 bars 6 24" oc 18' x 8'CONCRETE FOOTING vertical stirrups with (3)#5 BARS- 6" oc (the long way) bars 6 24" oc with 15 BARS- 48'oc(the short way) $s horizontal WORK NOTES: FOOTINGS ARE TO BE A MINIMUM OF 36" BELOW FINAL GRADE bars BEAR ON UNDISTURBED SOIL- STEP FOOTINGS AS REQUIRED. 2 Y 1/2" expansion joist between poured VERIFY SOIL BEARING CAPACITY- 2000 PSI MINIMUM. concrete floor slab and all walls- tyN. 18" x 8" CONCRETE FOOTING w/(3) 15 BARS 66'oc THE LONG WAY J'5 bars 6 48 oc 15 BARS- 48' oc(STIRRUPS) THE SHORT WAY vertical stirrups PATIO PLAN 8"REINFORCED CONC. WALL W/15 REBAR 48'OC - BOTH DIRECTIONS "'-6' ,15 bars- 48" OC 2 WITH(2)15 REBAR 3' FROM TOP AND(2) #5 REBAR 3' FROM BOTTOM 18'x 8" CONCRETE FOOTING � MINIMUM 3000 PSI CONCRETE with(3) 15 BARS - 6" oc(the long way Scale: 1/4" = 1'-0 PROVIDE WATERPROOFING AS INDICATED AND BACKFILL WITH CLEAN SAND with 15 BARS - 48'oc(the short way) 4'REINFORCED CONIC. SLAB W/6X6 P0.Ox#10.0 WWM ON VAPOR BARRIER OVER 8' COMPACTED GRAVEL FILL OR CLEAN SAND 3 PATIO CROSS SECTION Scale. 1/2" = 1'-0" PROJECT: '-0" 15'-911 1_01r 15'-9116-r_Orr PROPOSED PATIO FOR — -- — — — — — JNS DEVELOPMENT . : . � — — —� - - 505 MOUNT BEULAH „ SOUTHOLD, NEW YORK '18 501-211 (F1 18" x 8" CONCRETE FOOTING w/ (3) #5 BARS @6" oc THE LONG WAY #5 BARS - 48" oc (STIRRUPS) THE SHORT WAY PATIO ABOVE DRAWING TITLE: (VUR 8" REINFORCED CONC, WALL W/ #5 REBAR 48" OC - BOTH DIRECTIONS WITH (2) #5 REBAR 3" FROM TOP AND (2) #5 REBAR 3" FROM BOTTOM PATIO PLAN MINIMUM 3000 PSI CONCRETE PROVIDE WATERPROOFING AS INDICATED AND BACKFILL WITH CLEAN SAND DIMENSIONS & STRUCTURAL (S� 4" REINFORCED CCNC. SLAB W/ 6X6 #10.0x#10.0 WWM ON VAPOR BARRIER OVER 8" COMPACTED GRAVEL FILLSET: ISSUED FOR: DATE: #6 Reinforcing rods, 12" long, doweled into foundation wall @ 18"oc and epoxied 4" p.c. slab w 6 x 6 ,#10/10 welded wire mesh lapped and woven around reinforcing #4 Reinforcing rods in poured concrete haunch and at top of p c, slab SEAL: DATE: EXISTING HOUSE FOUNDATION November 21, 2020 PROJECT NO: 2018-14 DRAWN BY: CMA OF NFA CHECKED BY: .�P 5DEC,J DEF �p JJD 'h0 �� SCALE: N * 1�4" = 1'—Orr PATIO FOUNDATION PLAN a DF17 — 9 2020 m w SHEET NUMBER: 1 _ Scale: 1/4" = 1'-0" O 5- A— 1 01 \'\ DOB NUMBER: OF JAMES J DEERKOSKI, PE © OEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of I cal governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. CONTRACTOR NOTES CONCRETE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK,BUILDING CODE,FIRE WINDOW HURRICANE WIND LOAD REQUIREMENTS House Area■ Ems' ' r'"''m "I- ARm 1. All concrete work shall conform to the ACI"Building Code Requirements for Reinforced Concrete"(ACI 318),latest edition. ■ I! " DEPARTMENT RULES AND REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. 2. Slab work shall conform to applicable portions of ACI 302.11R Guide for concrete floor and slab construction,latest edition. I� ,r DESIGN £a ENGINEERING D P C 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 ---, - \ " 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'SSPECIFICATIONS. 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 slabs 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. D E E R Ko S KI -I- A R M strength of 3,500 psi at 28 days.Concrete shall be moist cured and covered for 7 days. Living Space _- 1 263 DESIGN AND ENGINEERING DPC 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE 5. Except at architectural exposed concrete,total cement content by weight shall contain 40%Ground Granulated Blast Furnace Slag(GGBFS)OR shall ALL GLAZING TO BE LOW E' INCLUDED AS IF THEY WEREIPJDICATEDINTHEDRAWINGS. , INSULATED; AND IMPACT RESISTANT 1 6 LIBRARY AVE. SUITE C contain 20%fly ash.GGBFS shall conform to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618 Front Porch - 1 04 SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O. w/WINDOW ORDER) WE5THAM PTON 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 aoeompanled by test reports Garage = 472 63 1-767-607 1 CRAI GIa�DASTUDI O 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. 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 SPECIFICATIONS APPROVED AS NOTED ENGINEER OF RECORD: CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL SHALL HAVE WI NDBORN E DEBRIS PROTECTION: / I 11 I 11 i 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 D 2. 11, '4'5 EXECUTION OF THE WORK. Practice(ACI 315),latest edition. -�O* 8. Comply with the recommendationsofAC1306forcoldweatherconcretingandAC1305forhotweatherconcretin PROVIDE 5/8"PLYWOOD SHEETS, CUT TO SIZE, LABELED& NUMBERED FOR -T 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: g• EACH WINDOW FRAME, w/ PREDRILLED SCREW HOLES @ PRESCRIBED SPACING Living & Open Space - 1317 _ BY:-6) E N G I N E E R I N G PLUMBING,ELECTRICALS,ETC:. 9. Welded wire fabric shall conform to ASTM A185,with a minimum ultimate tensile strength of 70,000 psi. FOR EACH SHEET. -L, BUiLDIh� DEPARTMENT AT (� 9 P ,p,,1 A structural engineeringservices • consulting .,2 8 AM TO 4 PM FOR THE 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 ' .OWING INSPECTIONS: 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. f-`„INDATION - TWO REQUIRED PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE. �� JAMES J.DEERKOSKI STHAM 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 �-P POURED CONCRETE 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. Standard Practices. 2. R 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: 3. INSULATION OWNERSHIP&USE OF DOCUMENTS: Slabs:3/4" 4. FINAL - CONSTRUCTION MUST DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Beams,Columns:1 1/2" FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODEThese drawings and specifications including the ideas,design Footings:3" OF NEW YORK STATE,AND THE AMERICAN FOREST&PAPER ASSOCIATION AF&PA WOOD FRAME BE COMPLETE FOR C.O. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. Exterior Face of Walls:2"for#6 or larger ( ) and arrangements represented therein,are the property of CONSTRUCTION MANUAL(WFCM)FOR ONE AND TWO FAMILY DWELLINGS,2001 sBC HIGH WIND EDITION. ALL CONSTRUCTION SHALL MEET T 1-1/2"for#5 or smaller Deerkoski+Amn Design&Engineering,DPC. 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" REQUIREMENTS OF THE CODES OF NE VNo part thereof shall be copied,disclosed to others or used in 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 YORK STATE. NOT RESPONSIBLE FCS I connection with any work or project other than for which they COMMENCE UNTIL THIS HEIGHT IS 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. DESIGN OR CONSTRUCTION ERROR , have been prepared without written consent. 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 below top bars and shall riot 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 instruements 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. RE 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 FOREST 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 inhibited code of NYS &PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL(WFCM)FOR ONE AND TWO for at least 7 days by recommended ACI methods. FAMILY DWELLINGS,2001 SBC HIGH WIND EDITION. n �;�1 , 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL,PLUMBING,MECHANICAL HVAC EQUIPMENT AND COi✓1• L-Y V� �Tf'1 �,LL CODES C E ANY SPECIALTY EQUIPMENT WITH 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 NEWYORK STA I C & TOWN CO )ES 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. Allwood framing shall be installed in accordance with the American Forest and Paper Association"Wood Frame Construction Manual",latest edition. WINDOW UNIT AS R` --`�i! '' i A i% L 0N D I T lON i OF (3)SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES SAFETY NOTES-RESIDENTIAL CONSTRUCTION (4)SHEATHING TO BE NAILED TO TOP PLATE _ -_ Must provide Manuals 2. All fasteners shall be installed in accordance with American Forest and Paper Association'National Design Specification for Wood Construction",latest ' � r r. GENERAL: edition. 111-- �� i 01 - - D9 J and Sas 3. All framing lumber shall conform to the following governing standards: NO SUBSTITUTIONS "�°'^-^�"---••-�--^-T--- �!Z,l n T I PLMI i'i VG OARD ��r per ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD,NEW YORK,BUILDING CODE,AND REGULATIONS OF ALL OTHER All Framing Hardware Shown on these Plans Unless Otherwise Indicated, Is Simpson Strong- � i 5 Energy Code AGENCIES HAVING JURISDICTION. A. American Institute of Timber Construction,"Timber Construction Manual,"latest edition. � - ' STEES B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. PLYWOOD STORM PANEL Tie. No Substitutions are Approved or Authorized. 44 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, any • ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A LOCKED AREA. 5. Framing Lumber shall be from a Sustainable Forestry Imitative(SFI)certified sustainable forest.The contractor is responsible to submit certification to the Refer to General Notes for Panel Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the , • ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION design professional for review prior to construction. fastener requirements. Installer/Contractor Assuming Responsibility for the Design and Performance of the Entire System. • ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS ARE TO BE IR KEPT AWAY FROM HEAT. 6. Sawn framing lumber shall be of the following minimum grade and specie for the specified use. t • 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 E1ower door • ALL ELECTRICAL POWER TO BE SHUT OFF WHERE TH ERE ARE EXPOSED CONDUITS. Joists:Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry UN�J�W[I 'I� ry r Studs:Douglas Fir Larch Stud Grade,Fc=850 psi,E=1,400,000 psi.Kiln dried 15%moisture content USE IS 'v f-1 I V e:nd ductwork • ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. Plates:Douglas Fir Larch Stud Grade.Surfaced Dry. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I • • CONTRACTOR,AT ALL 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 WITHOUT CERT I F'I CAT 1 ' testing required. 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 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 1-1/2"thick preservative treated TfmberStrand LSL treated 45 lbs/sgft 130 (mph) C SEVERE 3'-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C OF 0CCU P ANC Sills. • DEBRIS,DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. DESIGIJ CRITERIA • 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. CLOTHS. 9. Where 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 PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS TRv.Ss+ �ICriIRD.e fG Ro-QuiRs~'.® • DEBRIS,DIRT,AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. framing 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(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD C*',A1'tAGE INS_rECTIONS ARE REOUIR' a • CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS ESTABLISHED AND NOTED IN THE TOWN'S CODE,EXCEPT 11. La all plates at corners and at intersection of partitions. COn`.uCt TOG Eng^nc-cring at 765-1560 be `r9 - LEGAL HOLIDAYS. P P USE OCCUPANCY EXTERIOR BALCONIES 60 10 ' Qa.ckfill,O'�Provide Engincrr s Certifict' on ELECTRICAL • 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. trot tho dra!n20e haS boon irt^talled to C de. INSPECTION REQUIRED RESIDENTIAL R-3 DECKS (f) 40 10 SPECIAL SAFETY NOTES: 13. Built-up columns shall be fabricated as follows: . Column from 2x4 members: TYPE OF—CONSTRUCTION (CHAPTER 6) • 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) 10 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. REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH Column from 2x6 members: TYPE GROUP 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. VB exterior 1ightin CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIED,THE CONTRACTOR SHALL INDICATE till ATTICS WITH STORAGE ,e bt t 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. ( ) 20 10 Installed replaced oil* 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 re 'wired rhaD Confori":'3 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 40 10 p X f SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. continuing the post,adding LVL blocking underneath,or adding a beam of the same width as the largest post. to Chapter 174 HEIGHT FIRE AREA PROJECT: of the eje�a�ft`de 16. Where 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 o • PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS HEIGHT. BUILDING. -..� • SINGLE AND MULTIPLE-STA'nON IN ACCORDANCE VITH STATE,FEDERAL,AND LOCAL CODES. 17. Provide cross bridging at maximum 8'-0"o.c.for all joists. THE VERTICAL DISTANCE STAIRS 40 (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 3 STORY • CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST,DIRT,OR OTHER SUCH INCONVENIENCES TO 1 OF THE HIGHEST.ROOF GUARDRAIL AND HANDRAILS (d) 200 (c) 10 THE OTHER NEIGHHBORS. 19. Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof,unless noted otherwise. AS PER TABLE 503 SURFACE = 29'-7" 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 FOR NEW YORK STATE. F T'rl�� TION DEERKOSKI&ARM DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE PLUMBER t^._ R DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR,BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT 21. Do not install non load bearing partitions below load bearing beams until all load bearing framing is completely installed,including roof framing T� J N S DEVELOPMENT TOTAL HEIGHT FROM RIDGE TO GRADE 29'-9" a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- ON LEAD CONT[ ,,r.; , BEFORE BETWEEN THE DRAWING USER AND DEERKOSKI&ARM DPC. 22. All bolt holes In load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. REFER TO BUILDING ELEVATIONS FOR HEIGHT BASED ON FEMA FLOOD CERTIFICATE OF OCCUF�t� THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI 8 ARM DPC.HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, ZONE el. 40.0' ABOVE L b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. SOLDER USED IN VIMOUNT MOUNT BEA U LA H METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK MANUFACTURED WOOD PRODUCTS 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 SUPPLY SYSTEM CAN/, . 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 fLevel by Weyerhauser.Fb=2600 psi,E=1,900,000 psi. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING o 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 EXCEED 2/10 OF 1 to LEALI. 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. 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 / A'^ p/� ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 5. LSL members:Manufactured by!Level by Weyerhauser. �UMB II V l GENE IAL NOTES 6. Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating TABLE R402.2 AI:L PLUMBING I1VAS'T-E the proposed substitution. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE &WATER LINES NEED GENERAL NOTES � 7. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide,unless noted otherwise. MINIMUM SPECIFIED T �-1P�G-BEFORE CO�tERINO 1. All structural work shall be coordinated with architectural and mechanical drawings and shalt conform to the project specifications,including the New York COMPRESSION STRENGTH (a) (fe) State Building Code 2015. PLYWOOD AREAS OF NEW STRUCTURE TYPE OR LOCATION OF CONCRETE CONSTRUCTION ' WEATHERING ISSUED FOR: DATE: 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 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 DO NOT PROCEED V�IfH VIT site safety. required for plywood sheathing. SECOND FLOOR 1317 CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) � FRArLJIING'UN PRIL OCEED tWITH 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 1116"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 OF.FOUNDATION LOCATION. contractor,project architect,project structural engineer,framing subcontractor,and concrete subcontractor. THIRD FLOOR NA BASEMENT SLABS AND INTERIOR SLAB ON HAS BEEN APPROVED. 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 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 of act or omission of the contractor,or a subcontractor to the contractor,or of an individual,group,or entity,directly or ATTIC H OUSE a 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. ATTIC (HOUSE)(b) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) 6. Deerkoski&Arm DPC is riot retained for the construction phase to review the structural drawings and specifications with all trades involved in the 3. 1 Od 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 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 specified in iLevel Joist specifiers guide TJ 4000 and iLevel against Deerkoski&Arm DPC that may be in any way connected thereto. Beam,Header,and Column speciifier's guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan. BONUS ROOMI NA PORCHES, CARPORTS AND STEPS EXPOSED TO 7. Structural drawings shall riot 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 PATIOS NA October 9th, 2019 FOUNDATIONS COVERED PORCHES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo 7. Where ACQ 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 piles 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 STRUCTURAL STEEL POOL HOUSE CABANA NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING PROJECT NO: 2. Submit for approval the sequence of pile driving for all piles. UNCOVERED ENTRANCES NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 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 -43 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 9 g 9 SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. position. A. AISC"Specification for the Design,Fabrication and Erection of Structural Steel for Buildings,"latest edition. (e) SEE SECTION R4022 FOR MINIMUM CEMENT CONTENTDRAWN BY: . . B. The American Welding Society(AWS D1.1)"Code for Welding in Building Construction,"latest edition. N EIV CMA 4. Piles hall be of sufficient length to reach refusal.Splices are not permitted. �' 1 )f: 2. All structural steel shall conform to the following ASTM specifications: .1. Iv � CHECKED BY: 5. Piles shall be driven with a hammer which produces not less than 10,000 foot pounds of energy per blow A.Plates:ASTM A36 . ` ,• , CN �- JJ D B.Rolled W-Sections:ASTM A992 Grade 50 1. All Construction Must Comply with Residential Code of NYS CAII other rolled sections:ASTM A36 *i 6. All piles shall be driven to;a resistance determined by a recognized pile-driving formula approved by a licensed Geotechnical Engineer.The pile shall bear 2. All Construction Must Comply with the Energy Conservation Code of NYS or or SCALE: 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. Residential Code Chapter 11 ' E � 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 . connections. SHEET NUMBER: 7. Alicensed Professional Erlgineershall beretained bythe Owner for purposed ofascertaining that the work isinstalled inaccordance wkhthe plans and 3. All Construction Must Comply with High Wind & Loads Design Criteria (R301) O,�� r P y g g g 9 y P g F. Anchor bolts:ASTM F1554 Grade 36.3/4"diameter unless noted otherwise on drawings. q specifications.The Contractor shall cooperate full with the ins,oectin Engineer and shall give a minim of 24 hours notice before performing an Ile driving `� (a) WITHOUT STORAGE 130 MPH Requirement operations. SSIO� G- 1 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 (R301.2.1.2 & BCNYS 1609) 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 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. Field paint as per Architectural drawings and Specifications. DEERKOSK► +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 A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI +ARM ASSOCIATES, DPC. DOB NUMBER: OF 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. 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 1 Preservative treated sills shall be anchored to the foundation wall with 1/2 anchor bolts ' 1. P rva nc R with a 2/ 90 degree hook at the end.The bogs shall be 6. All beams except cantilever beams shall be fabricated with natural camber up.Cantilever beams shall be fabricated so that nature)camberraises 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 THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR embedded 7"into concrete or solid grouted CMU block.Locate bolts not more than 12"from corners,at sides of openings,and at 4'-O"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 @ OEERKEISKI + ARM DESIGN AND ENGINEERING DP Coordinate the locations of anchor bolts to align with vertical strapping for high wind reinforcement. DOCUMENTS, LOCAL AND STATE CODES AND MANUFACTURER'S SPECIFICATIONS. NOTE: EI'_--F, Bo[-- r3 I + ARM .4 NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE DEF IGN £r. ENGINEERING DPC 1'J� 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 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL DEERKOSKI f ARM DESIGN AND ENGINEERING DPC GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 1197B 1 3" THROUGH ROOF 3" THROUGH ROOF 3.. T 631-767-6071ECORD: CRAIG�DA5TUDIONT.COM ROUGH ROOF ENGINEEROFR7-607 If II II ROOF / 717f 3.. E N G I N E E R I N G 2" structural engineering services • consulting 3" JAMES J.DEERKOSKI P.E. 3.. 3 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 and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering,DPC. 2" 2" 2' 3.. 2 2 3 No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they SECOND FLOOR have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. WORK NOTES: 2•• 2.. 2.. 3.. 2 2 3 3" 3" 3" MASTER BATH GUEST SUITE BATH 2" 3" 2' 2" 2.. 2.. 2" ,3 n w I WASHER 2" 2.. FIRST FLOOR 3" 2" POWDER ROOMS KITCHEN LAUNDRY 3" 3" 3' „ 4" F.A. VENT 6" C.0. C.0. C.0. C O ABOVE GRADE � C.0. � C.0. � 4 C.O. 4" 4." TO SCDHS APPROVED SEPTIC SYSTEM 4" CI HOUSE TRAP PLUMBING RISER DIAGRAM (NO SCALE) PROJECT: PROPOSED RESIDENCE FOR JNS DEVELOPMENT MOUNT BEAULAH SOUTHOLD, NEW YORK DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 SEAL: DATE: October 9th, 2019 PROJECT NO: 2019-43 F NDRAWN BY: CMA p CHECKED BY: JJD SCALE: n �ti ? 1/4" = 1'-0" SHEET NUMBER: V�SS0, G-2 DOB NUMBER: OF JAMES J DEERKOSKI, PE © OEERKOSKI + ARM DESIGN ANo ENGINEERING DP r ' DESIGN & ENGINEERING DPG SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF DEERKOSKI + ARM TWO 8d NAILS THIS MTS 2 0 L T S 2 0 DESIGN AND ENGINEERING DPC FASTENERS ALLOWABLE LOADS LOAD DOUG-FIR L �2 UPLIFTSIDE OF TRUSS. ° � • MODEL GA FT UPLIFT LATERAL WITH TOTAL FOUR SCODE • ® ° 1 6 LIBRARY AVE. SUITE C UPLI NO. TO AVG (133/160) NAIL " REF. 8d NAILS WESTHAMPTON BEACH NY 11978 RAFTERS,/ TO TO ULT. INTO TRUSS TRUSS PLATES STUDS (133) (160) F F2 (133& — STU 631-767-6071 CRAIG DASTUDIONT.COM NOTE: REFER TO SIMPSON WOOD CONSTRUCTION ==a' SIMPSON ENGINEER OF RECORD: H7 16 4-8d 2-8d B-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER PROVIDE T ON SIDE OF CEILING NG JOIOIST / PROPER INSTALLATION PROCEDURES AND ON SIDE OF RAFTER H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ •� • _ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) E N G I N E E R I N G• ART�`x12 "'�" structural engineering services • consulting (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWOCODE Bd NAIL '' MODEL GA AX. CLEAR ULT. LFTA LFTA REF. INTO ' N0. MDTHSPAN L QTY DIA 1J" 2" 2J" 3" 3r 1j" 2" 2J" 3" 3PPLATES o •' ° O ° JAMES J.DEERKOSKI P.E. EIGHT a 8d NAIL 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 INTOSP4 LFTA 16 2�" 17" 38�"16-10d — 4200 1205 1400 5, 44, 85 STUD • OWNERSHIP&USE OF DOCUMENTS: OUG-FIR LARCH / S0. PIKE ° FASTENERS2 ALLOWABLE UPLIFT LOADS o ° MODEL L AVG 10d 10d x 1J" CODE , These drawings and specifications including the ideas,design NO. ULT. REF. and 16d 10d °° arrangements represented therein,are the property of x 1�" (133 / 160) (133) (160) L S T A 2 1 Deerkoski+Arm Design&Engineering,DPC. 00 No part thereof shall be copied,disclosed to others or used in MTSl6 1g 14-lOd 14-iDd x 1�" 3116 1000 840 1000 3, 41, 126 o 00 connection with any work or project other than for which they have been prepared without written consent. MT520 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 126 ° Drawings&specifications,as instrucments of professional 0 0 ° service,are and shall remain the Property of the engineer. r1 WORK NOTES: LST20 20 12-10d 12-10d x 1j" 2383 775 720 720 3, 41 °° SiHGA10son Strong-Tie 0 0 DOUG-FIR-LARCH/ TYPE OF DIRECTION SO. PINE CODE LFTA MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. Equal n u r1 b e r o f ° NO. TION FLOOR ROOF (133/ specified nails in V- (100) 125 160 each end Simpson Strong-Tie G 515 645 670 p g-Tie LTP4 5 CS16 1 515 645 670 ART 'x12 515 645 670 s. 39, 97 DETAIL "E" �� 11 DETAIL H DETAIL K I1 hl MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS!""(DF/SP) (133) HOLDOWN HOLDOWN 11 MODEL STUD DEFLECTION DEFLECTION CODE N0. MACHINE AVG LENGTH OF BOLT Za AT HIGHEST AT HIGHEST REF. CNW- BASE BODY HB SB W H B SO CL ANs,HOR OLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE COUPLER NUT GA GA DIA DESIGN LOAD DESIGN QTY DIA 1�" 2" 2�" 3" 3�" 5�" LOAD WHEN RAISED OFF THE SILL PLATE STU g"- HD2A 16 12 44" 21" 2J" 8" 24" I" 14" a2 �" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 I'. /11�SIMPSON MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS TAKE—UP WASHER NO. W L STUD PLATE ULT. OF SP CODE (133) (160) REF. SP4 34" 7}" -10d x 1j" — 917 735 885 7, 40, 127 ° ARTR"x12 ARTg"X12 ° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °` ° NO. GA W L NAILS 10D R (133) (160) REF. LSTA21 20 1 " 21 16-10d 905 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE Oo NO. GA W L NAILS FLOOR (133) (160) REF. '° 100 ° o MSTA24 18 1 1 " 24 18-1 Od 1 1025 0 1370 1640 7, 4D, 90 0 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE 0 L SPACING REF. N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 OC. OF ROLL)__ IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14"' 16 CLEAR SPAN +31" 28-8d 1235 1650 2�` 1 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE MODEL DIMENSIONS FASTENERS ON D G_ I E ALLOWAB NOTED. FAILURE TO COMPLY WITH ALL NOTES a NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION ° i-d 16d ULT. (133)(160) 10d 16d 1Dd 16d 1Dd 16d REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES Simpson Strong-Tie _ ALL LIABILITIES ON THE CONTRACTOR. °O LUS45 18 3A" 4j" I 2 4-16d 4-16d 6076 1146 1160 —11000 1150 1250 7, 40, 127 LUS46 Ole HUS210-2 14 3d" 9J" 2 8-16d 8-16d 6076 1755 21D5 —11650 —11900 2065 1, 36, 84, 122 ° 'DOUG-FIR LARCH -INE ALLOWABLE LOADS MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE S N0. GA AVG (133/160) REF. 5„— g SMP TO RAFTERS TO PLATES TO STUDS ULT. (133) (160) F F. TU I HGA10KT 14 4-SDSJ"x1}" 4-SDSJ"x3` 1523 435 435 1165 940 160 TAKE-UP WASHER SON H6 Simpson Strong-Tie DETAIL "I" DETAIL "F11 PROJECT: HD2A USE A MINIMUMXTHIS CN W- WO Bd NAILS COUPLER NUT SIDE DF TRUSSTOTAL FOURf SE A MINIMUM OF STU "— PROPOSED RESIDENCE 6d NAILS TWO Bd NAILS THIS INTO TRUSS SIDE OF TRUSS, MTS16 SIMPSON FOR • • MTS16 TAKE-UP WASHER JNS DEVELOPMENT BdTNA1Ls`� � O ° HD2A INTO TRUSS ART 02 MOUNT BEAULAH SOUTHOLD, NEW YORK RATESL ° FI AI °p ° 8d NAILS,_ 8d TWO o �� S P 4 ' " ANCHOR BOLTS INTO INTOPLATES ° DETAIL "A" CNW- (� DRAWING TITLE: STUD Simpson Strong 0° ® COUPLER NUT SP4 I( GENERAL NOTES STUD H7 EIGHT Sol NAIL INTO o �'— L S T A 21 H�Pson Strong-Tie °°° ° STU SIMPSON SIMPSON LFTA TAKE-UP WASHER Strong—Tie LSTA21 L1-TA °°o•e° HUS210-2 LFTA SET: ISSUED FOR: DATE: s • • 0 ° DP S22 7\ ® PERMIT SUBMISSION - October 9th, 2019 I • V DETAIL "D” DETAIL 11G11 DETAIL "J" LTP4 Simpson Strong-Tie I • ROD SYSTEM LTP4 DETAIL "L" LTP4 • °°° DETAIL 11C I1 SEAL: DATE: ° i ' Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY October 9th, 2019 N❑ SUBSTITUTIONS Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: All framing hardware shown on these plans, PROJECT NO: 2019 -43 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 BY: LTP4 Due to the relationships of framing hardware to � �F NFw JJD Simpson Strong-Tie (1 ) SHEATHING TO BE NAILED TO CCA SILL the other components of the structure, any framing ;oI 0E o SCALE: Floor-to-Floor Connections (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM hardware substitutions will render these plans /* s (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES null and void, and will result in the installer/contractor Lu �m SHEET NUMBER: (4) SHEATHING TO BE NAILED TO TOP PLATE assuming responsibility for the design and Z� _ performance of the entire system. ° _5 , ~ �� G-3 Urt- o DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP I D1Z1=rr,0r-1-1 + ARm DESIMN & ENmsINEERINn DPC THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS ALLOWABLE HOLES - TJI Joists DEERKOSKI I ARM � , Plate nail-16d ® DESIGN AND ENGINEERING DPC When sheathing thickness exceeds/a', Load bearing or shear wall above trim sheathing tongue at rim board (0.135"x 3Y')at Floor panel nail-8d IRC 502-7 requires lateral must stack over wall below INTERMEDIATE BEARING 2x stud wall at 2"on-center restraint(blocking)at all ( ) NO LOAD BEARING WALL ABOVE Load bearing or shear wall No field cut Min distance from Table A Min.distance from Table B any hole may be cut 1 6 LIBRARY AVE, SUITE C Plate nail Web Stiffeners Plate nail-16d(0.135"x 3yz") — (0.131"x 2Yz")at 6" Do norcutnaes target anywhere in we out- requiredeachside Intermediate supports In above stack over wall holes to WE5THAM PTON BEACH NY t 197e 16 on center on-center fhanlY"Incantllever Plate nail at 15'on-center Seismic Design Categories Web stiffeners required below when present) hatched side of hatched zone atA2W Web Stiffeners required D0,D1,and D2 to Blocking ane/ zones 631-767-6071 CRAIG@0ASTU010NT.00M Blocking Floor panel nail-8d(0.131"x 2Y2'") g P each side at B3W Do NOT panel at 6"on-center* each side at A3AW strengthen the floor / Attach panel diaphra0 gm. Blocking panel cut or notch flange. ENGINEER OF RECORD: per code or 1Ya"TimberStrand LSL p gm. 2x4 minimum 6.. O Q 6„ Web Stiffeners required P rim board.* squash blocks g" Lt 2 x D1 Dt Closely grouped round L2 2 x Lz Dz 6" 6" each side at A3. W specification Toe nail-10d(0.131"x 3") 61 B1 W i Rim-to-joist ® 12" minimu holes are permitted if minimum nail 1Ya"TimberStrand LSL or at 6"on-center Toe nail iLevel®1Ya"rim board.* min. Y6 (applies to all holes the group perimeter meets requirements for E N G I N E E R I N G When sheathing thickness End of joists at except knockouts) q Toe nail Toe nail-10d(0.131"x 3") exceeds a",trim sheathing For rim board thicker than 1 centerline of round or square holes. -Attach TJ Joist to rim board with one 10d 0 128'x3" Web stiffeners DO NOT structural engineering services . consulting at 6"on-center" tongue at rim board ( • ) support Table A - End Support TJI®rim joist nail.Top nail from TJIs joist into rim board. required each side at pp cut holes in cantilever Web Stiffeners For rim board thicker than 1 Y4" Install proper blocking to -Connect comer with four 10d(0.128"x3')nails.Toe nail B1 W and B2W Minimum distance from edge of hole to inside face Of nearest end support reinforcement. required each side 3 -Attach TJI' Joist to rim board with one 10d 0.128'X3" support all panel edges P g panels may be Blocking panels may be required JOIST TJrm ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE JAMES J.DEERKOSKI P.E. Must have 1/4"mfnfmum ( ) PP P g from side of parallel closure into rim board Blocking at Al W nail.Top nail from TJI®joist into rim board. 819 required with shear walls with shear walls above or below DEPTH 2•' 3" 4" 5•• 6)," T' 8%" 11• 13" 2" 3' 4" s" 6Y' 7" V1." t1" 13" 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 Al Al W A2 A2W joist bearing at ends.Attach * .. q 63 B3W g4 rim Joist per A3 detail. -Connect comer with four 10d(0.128'x3")nails.Toe nail See iLevel TJI®Joist Specifier's Guide, #TJ-4000, and above or below-see detail 81 (See detail B1) 110 1'-0" 1'-s" -0" 2'-s" 5-0" T-0•' 1-6" 7-6" 3'-6" 4'-6" 8(9(9(9 from side of parallel closure into rim board A3.4 A3.4 iLevel®Rim Board Specifier's Guide, #TJ-8000, for e,,, 210 1'-0" t'-6" 7-0" 3'-a' V-o" 1,-0" 2'-0" 7-6" 4'-0" V-0-1OWNERSHIP&USE OF DOCUMENTS: *Conventional construction code minimum for use with W additional installation specifications and applications. 230 t'4' 7-0" 7-6" T-6" 5,-6" 1'-0" 7-0" T-0" 4'-6" 5'-0" A3 only. See the iLevel TJi®S ecifier's Guide, #TJ-4000, iso 1-s" 2'-0" 3'-0" a'-0" s-a' 1-6" r-6" 3'-6" 5'-0" 5'-6" Y p Nail through 2x cantilever,wood backer and 110 t'-D" 1•-0" -s" " 5'- " 1'-s" s" a'-s" " s'-" A3W A3.1 A3.2 A3.3 and the iLevel®Rim Board Specifier's Guide, #TJ-8000, 1Ya"TimberStrand LSL or iLevel 1Ys" ®. . 210 1 0° 1-0" 1'-0^ l'-s" 2'-e' 3'-0" 6.6" 1'-0" 1-0" z'-o" 3'-0" 5'0" 5'-6" s'-s" These drawings and specifications including the ideas,design O O O O Blocking TJI joist web with 2 rows 10d , for A3.1-A3.3 installation specifications and applications. 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- rim board.Nail to blocking panel panel (0.148"x 3" nails at ti' 11�' 360 1'-0" 1'-0" f-a' 2;-0„ 3i-o'1 T-6" T.0" 1'-0" 1'-0" r-0" T-0" 5'-6" 5'-6" 7'-0^ and arrangements represented therein,are the property of with connections equivalent ) aea 1-o" 1-0" 1'-s" 2'-6" c s V-01 -o r-0" 1'-0" z'-s" a'-o" 6-6" s'-6" T-6" Deerkoski+Arm Design&Engineering, DPC. p g panels;6"diameter 1Y4"TimberStrand LSL or iLevel 1Ys"rim on-center,clinched.Use 560 1-0" 1-0" t-s" 3'-0" 5'-0" 5'-6" e'-0" 1'-0" 7-0" 3'-s" 5'-0" T-o" T-s" 8'-0" No art thereof shall be copied, reinforcement and filler 16"dee blocking ® ® to floor panel schedule. block.Use 4'-0"length maximum for blocking panels 9y" board.Nail with 10d(0.128"x 3")nails, Attach reinforcement to joist 16d(0.135"x 3y")nails with 110 1'-0" 1'-0" t'-o" 1,-0" v-0" 1'-a' 2-6" 5'-o" V-0• 1'-0" 1,-0" 1'-6„ 3'-6" 4'4" 6'-a' e'-o" P P disclosed to others or used In Web stiffeners 4-0"length of 8"diameter maximum hole for 117/"- with 9Yz"and 117/' TJIs deep or shorter than 12 long. one each at top and bottom flange. with one 8d(0.131"x V2") 3Y2 TJIsjoist 210 t'-o" 1,-0" 1'-0" 1'-0" 1'-0" f-6" T-0" 6-0" 1'-0" 1'-D" 1'-D" 2'-0" 4'-0" 4'-6" 6-6-1 a'-s" connection with any work or project other than for which they Load from above required both 8 diameter maximum hole for 117/6'- 3/a reinforcement 15 deep blocking panels;6 diameter nail at each corner flange widths. q joists. Do not cut flanges. g 14" 230 1'-0" 1'-0" 1'-0" ,-0" 1'-6" 7-0" 3,-8„ 6'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'•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'-0" 1'-0" 1'-0' 1'-0" 2'-6" T-0" 5'-6" 8'-0" 1'-0" 1'-0" 1'-D" T-s" F-6" 6-6" s'-0" s'-s" both sides a E3 dee or shorter than 12"long. Attach reinforcement to joist Horizontal blocking panels s6o t'-o" t-o^ 1'-0" r-o" z'-s" 3'-0" s'-o" 9'-0" r-o" 1'-0" 1-s" 3'6" s-s" 7'-0" 9'-D" 10-0" Drawings&specifications,as instr ucments of professional maximum for blocking panels 9Yz" P Do not cut flanges. 1Y4"TimberStrand® LSL Ith one 8d(0.131"x ZYz'") between each joist.Nail to top F1 a Iles to 210 1,D;; 1-0" 1'-0" Ir 1'-0" 1-o t's" 3'-s' s'-o" 1-0" 1'-0" 1'-0" r-o" r-s" 3'-s" s'-s" a'-o" to'-s" service,are and shall remain the Property of the engineer. deep or shorter than 12"long. PP *mu Y16 , Do not cut flanges. or iLevel®1Y"rim board. E5 all at each corner plate with connections equivalent uniformly 16.. 230 1 0 v-0" '-0" v-o" 1'-o" 1'-0" 2-0" 4'-0" s'-6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" T-6"—•• 36o r-o° r-D" r-o" r-o" r-0" 1,-0" 3'_0" 5-0" 9,_0• 9o„ 1,_o„ 1,_o„ 1,-0" 4'_0" 5,-0" 9,_0„ 10'-0„ WORK NOTES: rel lengthof to floor panel schedule. loaded joists - r-o° 3-0^ s'-s" 10'-0" v-o" r-o" 1'-0" r-6" s-0" V-D" 1a-D" 1r-o" 1r-0"1Y"TimberStrand® LSL reinforcement on o yAttach reinforcement to one side at E5, 12"I gth 4•' 5• 6"Or iLevel®1Y"rim board. ( en Of Y;' Wood J�` 7" 8" 10" 12" 15" 17" 4" 5" 8" 7" a" 10" 12" 15" 17'•n .joist web with 3 rows 10d Futl depth vertical both sides at E6 reinforcement on backer a�� e� o�\�l 16„ 36o r-o" r-o° r-o^ r-o r-a' 2'-0° 5-0° 10-0 r-a' r-0° r-o" 3-0" 5'-0" 1o'-0" 1r-0" t3-s"2x4 minim ° 362---- on-center, x,cl nails at 6" each blocking between ET both one s des ade at t \ e e< o�\Dads 20" eo 1-0" 1-0^ -0,1=0" t'-o' 1-o' 1=0" 7-0" 1T-0" 10'-6" 1'-0" 1'-0" 1'-0" 1'-0" 2'-s" t8'-0" 11'-6" 14'-0" 15'-6" on-center,clinched.Use 2 O N1i 1 squash blocks Attach reinforcement 2A J rows with 9Y2'and 117/8' joist F1 ��et`9\a N\ 560r-a' 12'-6' 14-s° 15'-s" to joist flange with 8d(0.131" �� TJI®joists. Less than 5" Less than 5" \ A* x 2Y")nails at 5'on-center. a Table B - Intermediate or Cantilever Support 1Y4"TimberStrand® LSL or 2 ��' When reinforcingboth sides, Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Use 2x4 minimum squash blocks to iLevel®1Ya"rim board Face grain a+�� E4 Not for use with 3%"TJI®joist flange widths E6 E8 L Ga *: JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE CS transferload around TJI®Joist � stagger nails. j g WEB STIFFENER ATTACHMENT closure,typical. horizontal 2• 3' 4•' 5" 6),• 7•' 61A" 1t' 13" 2" 3• 4" 5•, 6Y," 7•' 61� 1t.. 13„ E1 E1W E2 E3 Option#1: 1„ 2Y4"maximum ininnum DEPTH 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-6 1'-6" 7-6" T-6" 5•-6" 6'-6" EXTERIOR DECK ATTACHMENT Structural exterior sheathing TJI®Joist blocking with end (1Y"forTJl® 9 A J subfloor 560,560D, sy2„ 210 2'-a^ 2'-6^ 3-6" a'-s" T-61 r-o^ 3'-0" a'-0° s-0^ 7'-0" Apply blocks installed at Y.joist-span 230 T-6" 3'-a' 4'-011 5'-0" e,-o^ r-6" T-0'• 4'-6" s'-6" 7'-6" Filler block:Attach with ten 10d 0.128"x adhesive to all locations using S47 joist) 360 T-0" 4'-0" 6-6" 6-6" 9,-0" T-0" 4'-6" 6-6" T-6^ 8'-0" ( 9 Web stiffener each side. 3")nails,clinched.Use ten 16d(0.135"x Flashin contact surfaces two 8d 0.113"x 2 With point load from above,install web 110 1'- " r-o" t'-s" 2's" a'-o" a'-o" 8'-0" 1'-0^ t's° r-s" a'-o" s'-s" 7'-0" s'-a' g ( Yz) See sizes below. 3y2")nails from each side with 3Yz'TJI® Flush bearinglate required. nails or T stiffener to top flange(gap at bottom 210 1-D" 1'-0" z'-o" 3'-0" a•-6" 5'-0" 9'-0„ 1'-0" 2'-0" 3'-c" a'-s" T-s" 8'-0" 10'-a' P q 2P I Tight fit* flange)when there is no s 11� 230 1•-0" Z-0" r-6" 3' V-0" 5'-6" 9'-6" 1'-0" 2'6" 3'-6" 5'-0" 8'-0" 8'-6" 10'-a' Hanger height must joist flange widths. Use fifteen nails with Maximum Ya"overhang Treated 2x_ �5Q 2Y2'screws, 9 ) support below. be a minimum 01`60% TJI' joist depths greater than 16". p\5 360 2'-0" T-O" 4'-0" 6-6" T-0" T-6" I ILT 2'-0" 31-6" 5'-0" T-0" '-6" 9,-6" 1 P-0" ofjoist depth Backer block:Install tight permitted at beam. ledger 3� a1 typical Nailing Requirements 560 r-6" 3'-D" 4'-6" 6-6" 8'-0" s'-" 1r-o" 3'-0' a'-6" s,-D" 6-0" 10'-6" Ino" 12'-a' to Depth Minimum Web to top mount(tight to 0 TJI Joist Series (in.) Stiffener Size Type Number Nails 110 1'-0" t'-a' t'-o" 1'-0" 2'-0" r-s^ a'-6" 8'-0" 1'-0" t'-0" t'-0" 7-6" 6-0" 6'-a' 9'-0" 12'-o" bottom flange with face i See fastener 1Ya"TimberStrand® LSL End Intermediate 210 1'-0^ 1'-0" 1'-0" l'-0" r-s" 3'-(T5'-0" 9'-0" 1'-0" 1'-0" 7-0" 1-6" a-a' T-o" 10'4' 12-13" mount hangers).Attach table below.Maintain or iLevelO IX"rim board. 110 All 5/B'x 2Y,1 14" 230 r-o" r-a' r-a' r-o" T-0" 3'-6° 6-6" 1o'-a' r-0" r-0" r-s" a'-o" s'-0" T-s' 10'-s' 13'-0" Option#2: 5 8d 360 1'-0" 1,-0" 7-0" T-6" 6-6" 6,-a' F-6" 12'-6" 1'-0" T-O" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" with ten 10d(0.128"x 3') �.'s. 2"distance(minimum)from 2x strapping installed atY3 210 All Y4"x 2/16' 560 1'-0" 1,-0„ 1'-6" a_e" 6-6" 6,-6„ 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11,-0" 13'-6" 15'-0" Top mount nails,clinched when edge of ledger to fastener. 2308360 All / x 2Y6" (0.113"x 2Y2") 210 1-0" 1'-0" t'-o" t'-o" 1'-0" 1'-0" 3'-0" 5-s" 1'-0" 5'-s" s'-s" 1z'-s" 15'-s" • joist-span locations using two hanger possible. Allowable Load t Factored Resistance(Ibs) 2,Y2"screws per joist,typical s31 &s33 All 1"x 2%6' 3 3 78„ 230 1'-0" r-o" 1'-0" 1'-0" 1'6" 2'-0' a'-a' 6-6" 10'-6" 1'-0" 1'-0" 1'-0" 7-6" 5'-C 6'4"1 10'-6" 13'4" 16'-0" 16d 360 1'-0" 1'-0" '-0" 1'-0" T-0" 4'-0" 6'-6" 10,_0„ 13,-6„ 1'-0" 1'-0" r-0" 4'-0" 7'-61 8'-6" 13'-a' 14,_6" 17,-0" Backer block Fastener 1y4"TimberStrand® iLevel®1 g"rim board Option#3: 560&s47 All 2X4 560 —11011-170-. 1'-o" 1-0" z'-s" 3'-s T-0' 11•-D" t5-o" 1'-0" 1-0" 3'-s" 5,-6" g-D" 10'-0" 14-6" 16'-g' 18'-0" Face mount both sides of web LSL rim board Directly applied ceiling (0.135"x 3Y2") anger with single TJI® X•'lag bolt 400/630 N.A./N.A. 19" 4 4 4" 1 5„ 6•' 1 7" 1 6•' 1 to-- 12• 15" 1 17" 1 1 4" 1 5" 1 6" 1 7•' 1 a•' 1 10" Y2'lag bolt 4751750 4n0/575 b11 360 1'-0^ 1-0" ,-o" r-s" 3'-0" 6-1" 9,-o" 15"-a' r-0" '-6" 4'-a' 6-6" 9•-a, 14,-6° joist20" 16d 5 5 1e" Web stiffeners required if sides of between the rim board and deck ledger VMen specified on the layout,one of 560D 2x4 560 1'-0" 1,-0" 1'-0" 1'-0" 2'-0" 6'-0" 1a-0" 1s'-6" r-o" 3'-6^ 6'-0" With top mount hangers,backer block required (1)This factored resistance is with a 3�"gap g PB 1 W 22" (0.135"x 3Yi') 6 11 H1 hanger do not laterally support at H2 H3 So • Allowable load determined in accordance with AC 124. the above bracing options Is required 01 1 24" 6 13 20" iso 1' " o" -0" t'-o" t'-o" T-0" 6'-0" 11'-0" 15'-6" 1'0" vn- 1'6least "of TJI®joist top flange only for downward loads exceeding 250Ibs or for Corrosion-resistant fasteners required for wet-service applications. 560 t'-0" 1-0" 1-0" t'-0' 1'-0" t'-s" uplift conditions. Rectangular holes based on measurement of longest side. FASTENING of FLOOR PANELS • Holes may be located vertically arrywhere within the web.Leave Ye'of web(minimum)at top and bottom of hole. BEAM and COLUMN DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Tiwl( Rim Board 1Yz" TJI®Joists 110 210 230 or 360 660 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Nail Size 110,210, 360 and iLevel® TimberStrand®LSL Microllam® Parallarrrx at the center of the joist span provided that no other holes occur in the Joist. 1Ya" �"or .. 9Yz"or 14"or BYi'or 14"or 18"or , 14"or 18"or and 230 660 1Ys" TimberStrand®LSL or wider LVL PSL Depth 14 11 0 16" 11r/e" 16" 20" 11�s' 16 20" • Distances are based on the maximum uniform loads from current iLevel specters guides.For other toad conditions or hole 8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3" Filler Block 11> 2x6+%" 2x8+YB' 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 BEARING AT WALL a;6 2xe OR WINDOW HEADER CONNECTION CONCRETE WALL 10d(0.148"x 3"),12d(0.148"x 3Y4") 4" 4" 6" 4" 4" 4" 4„ (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1%"TimberStrand® LSL or iLevels 1Y8" I Sd 0.162"x 3Y2') 6" 6" 16" 6"t21 6"(21 Cantilever 2x6 2x10 216+%" 2x10+Y." 2x6+Y2" 2x10+Yz" Strap per code if top plate ( 6" 6" Not ALLOWABLE HOLES - Headers and Beams rim board or blocking for lateral Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable is not continuous over (1)One rover other applications, pli permitted(two at abutting panel edges)tom diaphragms.Stagger nails when using 4"on center spacing and maintain�e"joist and panel edge (Detail E4) long long 4,-0"long 6'-0"long 4'-0"long 6'-17'long PP support header / distance.reducedto4 on-cs,muttiple ailpe s of etrtionIners are enarrmitted If edgeIherowsare ethanset at%"(toastY"anding). red. 1.55E TimberStrande LSL Headers and Beams / (2)Can be reduced to 4"on-center R nail penetration Into the narrow edge Is no more than 1%"{to avoid splitting). Backer Block b1) / (Detail F1 YYe,or X" X"or YB' 1"Net 2x6 2x8 2x12 2 x diameter of the / or H2) largest hol •Recommended nailing is 12"on-center in field and 6"on-center along panel edge. •14 ga.staples may be substituted for 8d(0113"x (1 9 e(minimum) Fastening requirements on engineered drawings supersede recommendations listed above. " nails if minimum penetration of 1"into the Backe 5iock le'increase is sn uld cco accomodate block requirhelighted g venaeface mount han ens and maintain Y8-gap to top and 24,see mumdetaor Ferblo d / 9 e9 9 9 Pe ) Pe n9 required nailing without spGtting 12'minimum for backer blocks and 24"minimum for filler blocks). Y depth / TJI®joist or rim board is achieved. P Allowed hole zone 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 Face mount Protect untreated TJI®joists. hanger wood from direct •Nailing rows must be offset at least Y2"and staggered. Joists must be laterally supported at O o • • 0 o PROJECT: Column contact with cantilever and end bearings by blocking O ® O concrete panels,hangers,or direct attachment to Header or Beam Maximum Round L1 L2 L3 See current iLevel literature L4 Depth Hole Size . Safety bracing(1x4 for framing connectors a rim board or rim joist9&-9y2" 3" Silent Floor®joist framing minimum)at 8'oncenter(6' S„ 8" 11Y4,-11 YB• 3Y8 does not g oron-centerre uim bridging on-center for TJI' 110 Joists)and 14"16" 45/" a extended to a braced end wall. MULTIPLE MEMBER CONNECTIONS mid-span blocking E1 Fasten at each joist with General Notes See Illustratlonforallowed hole zone FOR TOP-LOADED BEAMS(1) two 8d(0.113"x2Y2")nails minimum • Allowed hole zone suitable for headers and beams with PROPOSED RESIDENCE 13/4"-Wide Pieces: (see WARNING). uniform and/or concentrated bads. • Round holes only FOR • Minimum Of 3 rows 10d(0.128"x 3")nails at 12"o.c. • No holes in headers or beams in plank orientation. J�S DEVELOPMENT • Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. DO NOT bevel cut for 14"and deeper beams ELEVATED Joist H2 and Inside face Al Other iLevel®Trus Joists Headers and Beams be • If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE Y 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 B MOUNT BEAULAH COLUMN reduced by one. on beams beyond the inside 1.3E TimberStrande and Parallarno PSL • LSL hole zone hole zone 2 x diameter of the Y3 depth SOUTH OLD, NEW YORK 31/2'-Wide Pieces: A3 face of support member. largest hole(minimum) /• • Minimum of 2 rows Y2"bolts at 24"o.c.staggered DO NOT cut notch or drill holes In headers or beams d except as Indicated In (1)Load must be applied evenly across entire illustrations and tables. o \ •i•*'~ ;•• ,�_;:•••:• ' beam width.Otherwise,use connections for "`�'�'�•`��r"'• " °'"��``��'''` Microllarrl® LVL and DRAWING TITLE: side-loaded beams. TJI®rim joist Header or Beam Maxim Verify column capacity Optional L 1Ya"TimberStrand® LSL Parallarrl®PSL um Round d 3 Additional Wallin or bolting t n may be Y" oevl and Bea b r IL e t a rim board. m Barin 9 g Y 9 non-shrink allowed hole zone Depth Hole Size GENERAL NOTES L5 length.See current L6 required with side-loaded multiple-member P1 P2 P3 grout O middle y3 span 4�" 1„ !Levels literature. beams.Refer to current product literature. 1Ya" B1 <_ "I 5Ys' L1 d 1.3E TimberStrande LSL allowed hole zone d H1 See Illustration for Allowed Hole Zone TJIe JOIST NAILING REQUIREMENTS at BEARING 62 General Notes • Allowed hole zone suitable for headers and beams with uniform loads only. SET: ISSUED FOR: DATE: TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist L5 63 Round holes only • No holes in cantilevers. (Load wall above PERMIT SUBMISSION - October 9th, 2019 1Y"•TimberStrand- LSL or g � • No holes in headers or beams in plank orientation. iLevt:l®1Ya"rim board. One 10d(0.128"x 3") nail into each flange O B4 Use B1 or B2 at intermediate bearings One l e (0.113". rive INSTALLATION TIPS with load bearing or WARNING nail each side.Drive nails at an angle at Subfloor adhesive will improve floor shear wall from above least 1Yz"from end. performance,but may not be required. End Wrens is Joists are unstable until braced lateral) at centerline Y 9 Y4"minimum bearing at Also see detail B2 of support — Braced end wall- Bracing includes: end support;3Y2"minimum Squash blocks and blocking panels carry see note 3 under at intermediate support stacked vertical loads(details B1 and 62). WARNING • • Sheathing • Strut Lines Shear transfer.Connections equivalent to Packing out the web of a TJI®joist(with web H1 • Hangers • Rim Board • Rim Joist floor panel nailing schedule stiffeners)is not a substitute for squash blocks / r or blocking panels. r Rim to TJI®Joist 0 ® ® When joists are doubled at non-load bearing • / r — 1Ya"TinnberStrand LSL or 3Y2'wide TJI rim o iLevel®1V"rim board or joist:Toe nail with parallel partitions,space joists apart the width 0 / 1%"wide TJI" rim joist: 10d(0.128"x 3") of the wall for plumbing or HVAC. L4 o d One 10d(0.128!'x 7)nail nails,one each side 3Y2"wide TJI® O 4` ' .'.• 0 — / Exterior Deck DO NOT walk on joists DO NOT walk on Joists DO NOT stack building SEAL: DATE: into each flange of TJ Is joist flange floorjoist Additional joist at plumbing drop(see detail). LA October 9th 2019 f 0 Attachment until braced• that are lying flat, materials on unsheathed , 2 y16"-z 5/e wide TJI®rim ,••; Structural INJURY MAY RESULT. joists.Stack only over joist:One 16d(0.135"x 3jz"wide TJI® sheathing beams or walls. 3 3Y2')nail into each flange rim joist 0 DO NOT use sawn WARNING NOTES: 1/4'rclinimum bearing o lumber for rim Top view PROJECT NO: ,locate rim board/olnt between joists. 0 board or blocking, Lack of proper bracing during construction can result in serious BEAM ATTACHMENT at BEARING ! Protect untreated wood 0 as It may shrink accidents.Observe the following guidelines: 2019 -43 ShiftedAdditional from direct contact with See ALLOWABLE blocking,hangers,rim boards and rim�oists at the end supports after Installation. 1.All j of the TJI®joists must be completely installed and properly nailed DRAWN BY: t approximately joist Plumbing drop joist concrete 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 11X"TimberStrand® LSL aat aknockouts engineered lumber. 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. CMA or iLevel 1Y"rim board. 12"on-center 4 Sheathing must be completely attached to each TJlejoist before additional bads can be placed on the system. CHECKED BY: ® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 0 V ®'�4 6 The flanges must remain straight within 1 r1"from true alignment. F NE JJ D Bearing plate to be { iti See framing plan If applicable) flush with inside face Y SCALE: Drive nails at an 9 P f PP� ) O �~ ;)t O One 10d(0.128"x 3")nail each angle to minimize or iLevel®Framer's Pocket of wall or beam S I I e n t F i o o r A A• �� • X40 �� 1/4" side of member at bearing,1Y" splitting of plate Guide for minimum end and A A Weyerhaeuser,iLevele,Microllam®,Parallarne,Silent Floor®,TimberStrande,TJI®,and Trus Joist®are registered minimum from end : * SHEET NUMBER: intermediate bearing lengths. i I H i trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. i r- � t� ,�1� � www. i C7 UJ June 2010 Reorder TJ-4015 G-4 This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. °A� 72 ��`' U Si 1aP DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP FASTENING SCHEDULE FASTENING SCHEDULE TABLE TABLE R301.2.1.2 NYS IRC Windborne Debris protection BASED ON TABLE R602.3 (1) IRC 2015 F o r Fra3ENGINEERING DPL 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 SCHEDULEa,b,c,d,e SPECIFICATION. Fastener Panel Span Panel Span Panel Span NUMBER AND TYP Sd Common (0.131 X 2-1/2 inches) or Ring-Shank (0. ) DESCRIPTION SPACING AND DEERKOSKI ARM �3Jr X 2-1/2 Inches Type Less than feet less than f less than or OF FASTENER LOCATION DESIGN AND ENGINEERING DPC FLOOR CONSTRUCTION (Except Where Noted) for Exposure B, Enclosed Buildings, Roof Framing Spaced equal to 4 feet equal to 6 feet equal to i feet ROOF FRAMING 1 6 LIBRARY AVE. SUITE C 24 inches o.c. or Less No i Wood screw WESTHAMPTON BEACH NY 11975 BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION 16 inches 10 inches based anchor with 8 inches 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOE NAIL 63 1-767-607 1 CRAIG�a DASTUDIONT.COM on center on center on center 3-8d COMMON Roo Fastening Zone 2 inch embedment ENGINEER OF RECORD: " 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR BUILT-UP GIRDERS AND BEAMS 20d COMMON 32 O.C. DIRECT - lenght 3-8d COMMON EACH JOIST,TOE NAIL Main Sheathin -to-Gable- OverhangTABLE 8802.5.1(9) EACH LAP - BRIDGING TO GISTS 8d COMMON 2 EACH DIRECT END Wind � CEILING JOISTS NOT ATTACHED TO PARALLEL _ FLOOR JOISTS TO SILL OR GIRDER 8d COMMON 3 TOE NAIL Roof End-Wall Framingg (eaves) No 10 Wood screw 3 RAFTER,LAPS OVER PARTITION —Velocity -- -- -- -- -- CEILING JOISTS ATTACHED TO PARALLEL PARTICLEBOARD UNDERLAYMENT 6d ANNULAR THREADED 6"O.C. DIRECT EDGES+ 1 2 3 2 3 2 3 based anchor with 16 inches 12 inches 9 inches 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP 114"- 3/4" 12"Q.C. INTERMEDIATE (3-Second Panel 2 inch embedment on center on center on center E N G I N E E R I N G ' 1 lenght OR 1 1/4 TIES 0 a RIDGE STRAP 3-10d COMMON 038 FACE NAIL TO EACH RAFTER PARTICLEBOARD SUB FLOOR (RATED O.S.B.) 8d COMMON 6"O.C. DIRECT EDGES+ Gust) Location Fastening Schedule (Inches On tenter) structural engineering services o consulting 518"-GREATER 12"O.C. INTERMEDIATE 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND SU Orted oriel a.This table is based on 180 ultimate design 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE PLYWOOD SUB FLOORING 6d COMMON OR 6d ANNULAR 6"O.C. DIRECT EDGES+ Pp p 6 6 6 6 6 g wind speed and a 33-foot mean roof height. JAMES E.DEE STHAM P.E. I/2"- LESS OR SPIRAL THREADED 12"Q.G. INTERMEDIATE 150 mph{+9 end and edges 3h OF EACH RAFTER OR TRUSS 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 b.Fasteners shall be installed at opposing ends of the wood structural panel. 4-16d OR (19,132"-3,14") 8d COMMON OR 6d AN 6"O.C. DIRECT EDGES+ Panel field 6 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 3-10d 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 1/8") 10d 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 These drawings and specifications including the ideas,design OR 8d ANNULAR OR SPIRAL THREAD 6"O.C. INTERMEDIATE 6 6 6 6 6 2-1/2 inches from the edge of concret block or concrete. and arrangements 12Q mph .9 end and edges represented therein,are the property of Deerkoski+Arm Design&Engineering, DPC. 112'" OR LESS 16 GAGE GALV.WIRE STAPLES 4"O.C. EDGES WALL FRAMING ( ) d.Where screws are attached to masonry or masonry/stucco,they shall be attached 318"MINIMUM CROWN, I S/8"LENGTH 7"O.C. INTERMEDIATE using vibration-resistant anchors having a minimum ultimate withdrawal capacity of No part thereof shall be copied,disclosed to others or used in Panel field �2 6 � � 4 1,500 pounds. p � $ STUD TO STUD(NOT AT BRACED WALL PANELS) i6d COMMON connection with any work or project other than for which they 19,'32"AND SIB" 16 GAGE GALV.WIRE STAPLES 2 112"O.C. EDGES AND 3.5'x 0.162" 24'O.C. FACE NAIL ( ) �� " " STUD TO STUD AND ABUTTING STUDS AT 16d BOX have been prepared without written consent. 318 MINIMUM CROWN, 1 5/8 LENGTH 4 O.C. INTERMEDIATE Supported pane) 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162' 16"O.C. FACE NAIL Drawings&specifications,as instrucments of professional 6 6 6 6 6 (Exterior glazing in buildings located in Wood-Borne debris regions shall 10 BUILT-UP HEADER 16d COMMON service,are and shall remain the Property of the engineer. 90 mph end and edges be protected from wind borne debris. (3-1/2"x 0.162- P � � 16"O.C. FACE NAIL ALONG EDGES WALL CONSTRUCTION Panel field 12 i 2 6 6 6Glazed 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 WORK NOTES: and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 OR 44d 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 STUD TO SOLE PLATE 8d COMMON OR 4 TOE NAIL OR 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END 6d COMMON 2 DIRECT NAIL b. For Exposure B and a 2-foot overhang. of the coastal high water line were the ultimate design wind speed is SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX ) ) 130 miles per hour or greater. 13 JOIST MIN 24'LAP SPLICE LENGTH STUD TO TOP PLATE 16d COMMON 4 TOE NAIL OR c. For median roof height 35 feet or less. [DBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END 12-16d(3-i/2"x 0.135') MIC BRACED WALL LINE SPACING 25' JOIST MIN 24'LAP SPLICE LENGTH 2 DIRECT-NAIL d. Gable wall height of 8 feet or less from fop floor ceiling to roof peak. A. EXCEPTION: ) ) DOUBLE STUDS 10d COMMON 12" 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 CORNER STUDS 16d COMMON 24"O.C. DIRECT e. Provide adequate uplift hardware at truss-to-Wall connections. Such Connections are beyond the and a maximum span of i feet shall be permitted for opening OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2') 12"O.G. FACE NAIL scope of this publication. protection. Panels shall be recut& predrilled to cover the lazed openings SOLE PLATE TO JOIST OF;BLOCKING 16d COMMON 16" O.C. p p g15 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 feel, with attachment hardware provided in the table below. OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL PARALLELJOISTS use 8d ring-shank nails (0.135 x 2-1/2 inches) within 48 inches of gable end walls. Label all panels and stare in a clean dry area of the house. , footnote fl TOP OR BOTTOM PLATE TO STUD Attachments shall be provided in accordance with the table 16 3-16d BOX DOUBLE TOP PLATE 10d COMMON 16" O.C. DIRECT WALL (IRC Table P602.3[1), `1 aS follows: 2-16d COMMON END NAIL TOP PLATE LAPS 10d COMMON 2 DIRECT NAIL g. When wind speed is 100 mph or greater, block panel edges perpendicular to gable-end-wall3-10d BOX 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 1 T TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2.16d COMMON FACE NAIL INTERIOR-BRACED WALL-TOP PLATE 10d COMMON 12"Q.C. 4 feet o.c. (Wood Frame Construction Manual, Section 3.5.5) 1$ 1" BRACE TO EACH STUD AND PLATE 3-8d BOX TO JOIST OR BLOCKING h. 1O ring-shank nails (0.148 x 3 inches). MIN. UNIFORMLY DISTRIBUTED L.L. 2-8d COMMON FACE NAIL TAIL BEAMS TO HEADERS (WHERE NAILING IS 20d COMMON I EACH END 4 SQ.FT. PERMITTED) (USE HANGERS UNLESS NOTED FLOOR AREA L 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 j 4 TOE NAIL Uninhabitable attics with limited storage 20 CONTINUOUS HEADER, TWO PIECES 16d COMMON 1 16" O.C. DIRECT FIGURE 1 FLOOR FRAMING Habitable attics&attics served with fixed stair 30 ROOF FASTENING ZONES FOR WIND UPLIFT ROOF 4-id BOX AND CEILING CONSTRUCTION Zones T,2 and 3 shown below indicate areas of the roof that may have different fastening requiremems� Balconies(exterior)and decks 40 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL ...-.-_m___.- _ -.--- ..-..-_--- 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 LOCAT[QN w°!I Ilse Guards and Handrails 200 22 PLATE(ROOF APPLICATIONS ALSO) 1od BOX 6"O.C.TOE NAIL 3 Overhang Wall line 3 Overhang Gable end wall 3 Overh°ng CEILING JOISTS TO PLATE 16d COMMON 3 TOE NAIL , Guard in-fill components 50 23 BLOCKING TO JOIST 2-10d BOX CEILING GISTS LAPS OVER PARTITION I Od COMMON 3 DIRECT NAIL ° l 2 Overh°ng �► a 12 Overtlanpl o a !2 O----- g� a 2-id COMMON EACH END CEILING JOISTS PARALLEL TO RAFTERS I Od COMMON 4 DIRECT NAIL MIN. °I ! 1 _ 01 .i _,--- - -- '--""- -"---'I passenger vehicle garages 50 ( ) , 2 ;' 3 , 2 { 3 3 1 2 3 �i g g 4-16d BOX ( ._--------------- ____________ _ ___ _�_ _____;__r _��_ �_ �_ I i 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL 6 TRAY CEILINGS -- , --- r-- -- iL-- - - - -r----•t- - Rooms other than sleeping rooms 40 3-16d COMMON COLLAR BEAM lad COMMON 3 DIRECT NAIL ;; 2 2 4 P { 1 i { !i Sleeping rooms 30 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACE NAIL ROOF RAFTER TO PLATE 8d COMMON 3 TOE NAIL ii ! i t 'I ( ) 4-10d BOX ROOF RAFTER TO RIDGE 16d COMMON 2 TOENAIL OR DIR. NAIL �i I 2 °r`'�� 2 'l i; iI� ! Stairs 40 !! , i, i� ` { r{ 26 BAND OR RIM JOIST TO JOIST 4-10d BOX JACK RAFTER TO HIP IOd COMMON OR 3 TOE NAIL OR li vy4;' 1 i� i } PER JOIST 16d COMMON 2 DIRECT NAIL i 3-16d COMMON ALLOWABLE DEFELECTION OF ALLOWABLE 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO OP&BOTTOM STAGGERED ON OPPOSITE SIDES PROJECT: STRUCTURAL MEMBERS DEFLECTION WALL AND ROOT= SHEATHING HP r Oft: { !, l GALE r, Ofi a, i I I i! m Rafters having slopes greater than 3/12 with 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL !! c no finished ceiling attached to rafters U180 3-16d COMMON BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION s ;j j { I. s I { s g ;I 2 1 , 2 2 , 1 I 2 it a �; 2 , 1 I 2 2 i 1 { 2 �! Interior walls and partitions 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL , � , I P H/180 1/2"FIBERBOARD SHEATHING 1 1/2"GALVANIZED ROOFING 3"O.C.EXT. EDGE, 6"O.C. N i = { I. � � E I {I ° PROPOSED RESIDENCE �; Floors and ceilings U360 NAIL OR 6d COMMON NAIL OR INTERMEDIATE ;! SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 16 GAGE STAPLE 1 1/8" LONG sl I 1 j ` f� All other structural memebers U240 PARTICLE BOARD WALL SHEATHING TO FRAMING FOR i I Exterior walls with stucco finish H/360 J N S DEVELOPMENT WITH 7It6"MINIMUM CROWN 25/32"FIBERBOARD SHEATHING 1 314" GALVANIZED ROOFING 3"O.C. EXT. EDGE, 6"O.C. I j ��`�,, ` I { Exterior walls-wind loads/brittle finishes U240 DESCRIPTION OF NUMBER AND TYP SPACING OF FASTENERS NAIL OR 8d COMMON NAIL OR INTERMEDIATE i `., ► �! ! { ' BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING 6 GAGE STAPLE I I/2 LONG ' Exterior walls-wind loads/flexible finishes U140 SUPPORTS GABLE END WALL FRAMING i1 E. 2 2 !! I ! ,1 MOUNT BEAULAH !! " 2 2 ; I ' i WITH 7116' MIN. CROWN 6d COMMON(SUBFLOOR,WALL) L=span length,H=span height 30 3/8" - 1/2" 8d COMMON(ROOF) 6" 12" A 6" SOUTHOLD, NEW YORK 4 GYPSUM SHEATHING 12 GAGE 1 1/4" LARGE HEAD, O.C.ON EDGE,$ O.C. ! a 3 2 3 3 2 3 "' __.___._._ ___.___�___._.w.__Y_. _._. ! __ f ' 19/32"- 1" 8d COMMON 6" 12" A 6" ° it CORROSION RESISTANT INTERMEDIATE _ _ _ _ _ __�__._;_ __._ _ .L___------ _ I WOOD HEADER SCHEDULE 31 PARTICLEBOARD ROOF 8i WALL SHEATHING 6d COMMON 6"O.C. DIRECT EDGES AND _ 2 Overhang2 Overhang= _ j2 Overhongi s NOMINAL LUMBER SIZE: SPANS: 112" OR LESS 12"O.C. INTERMEDIATE EXTERIOR WALL WOOD STRUCTURAL PANELS DRAWING TITLE: (518"OR GREATER) 8d COMMON 6"O.C. DIRECT EDGES AND 3 Overhang Wall line 3 Overhang Gable end wall 3 Overhang (2)2x6 UP TO 3'-0" TO RESIST WIND PRESSURES 12"O.C. INTERMEDIATE Wall line GENERAL NOTES PLYWOOD ROOF&WALL SHEATHING 6d COMMON 6"O.C. DIRECT EDGES AND Distance o=4 ft in most mses{10%of least building width or 0.4 fimes building height,whichever is smotler,bur not less than either 4% MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING I12"OR LESS 12"O.C. INTERMEDIATE of least building width or 3 h►. (2)2X10 s'-o'TO:'-o• NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD (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" 0.C. 6" 12" SET: ISSUED FOR: DATE: STAPLES, 3.18" MINIMUM 8"O.C. INTERMEDIATE .5 X 0131') CROWN, LENGTH OF I" PLUS *NOTE:ALL SIZES CALLED OUT ON ANY OF PANEL THICKNESS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THE FOLLOWING DRAWINGS WILL INTERIOR GYPSUM WALL BOARD PERMIT SUBMISSION - October 9th, 2019 OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) '/<'OOD FRAKIE SUPERCEDE THIS SCHEDULE. (19132"AND 518") SAME AS IMMEDIATELY ABOVE 2 1/2" O.C. EDGES AND CONSTRUCTION MANUAL (WFCPA) FOR ONE AND TWO FAMILY D1'JELUNGS, 2001 SBC HIGH WIND EDITION. GYPSUM BOARD FRAMING SPACING OF FASTENERS 5"O.C. INTERMEDIATE *NOTE: USE(3)2x HEADERS AT ALL 2x6 GYPSUM BOARD 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 RESISTANT FOR EGRESS AND THE NATURAL LIGHT AND VENTILATION REQUIREDAENTS. FRAMING SPACING NAILS SCREWS 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 8802.5.1(9) 7" 12" 6d COOLER NAILS TABLE R302.6 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST RAFTER/CEILING JOIST HEEL CONNECTION 5/81 CEILING EITHER DIRECTION 16"O.C. DWELLING - GARAGE SEPARATION & PAPER ASSOCIATION (AF & PA) WOOD FRAtAE CONSTRUCTION MANUAL (WFCM) FOR ONE AND T4V0 WALL EITHER DIRECTION 16"O.C. 8" 16" FAMILY DWELLINGS, 2001 SBC HIGH VIIND EDITION. RAFTER RAFTER GROUND SNOW:20 PSF TYPE X AT SEPARATION MATERIAL SLOPE SPACING 1-718'LONG 6d COATED NAILS OR (1) SHEATHING TO BE NAILED TO CCA SILL ROOF SPAN 5/8" GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6'r EQUIVALANT DRYWALL SCREWS FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR (2) SHEATHING TO EQUALLY SPAN 1 ST AND 2ND FLOOR BOX BEAM BENEATH SCREWS SHALL COMPLY WITH EQUIVALENT TO THE GARAGE SIDE HABITABLE ROOMS IRC SECTION 8702.3.5.1 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 12 FT 20 FT 28 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 I 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 4i"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4'ON CENTER TO GABLE END WALL FRAMING STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD 3:12 16'O.C. 5 i 10 13 For SI: 1 inch=25.4mm, 1 foot=304.8mm, 1 mile per hour-1.609km/h. 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 PROJECT NO: GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 112"INCH GYPSUM BOARD and sheathing connections shall have minimum average bending yield strengths as follows: 80 ksi(551Mpa)for 2019 -43 DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 5:12 16'O.C. 3 5 6 8 +' �� EXTERIOR WALLS THAT ARE WITHIN THIS AREA shank diam.of 0.192 (20d common nail),90ksi(620 Mpa)for shank diameters larger than 0.142 but not larger DRAWN BY: than 0.177" and 100 ksi(689Mpa)for shank diameters of 0.142"or less. 7: 12 16'O.C. 3 4 5 6 CMA OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. 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 c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. CHECKED BY: PERPENDICULAR TO THE ADJACENT DWELLING UNITW,4LL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA d.Four-foot-by-8-foot or 4-foot-by-9-foot panelsslWl be applied vertically, pF NFt,I, JJD 12: 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). /'sem `� t�EE �"p SCALE: WIND DESIGN SUBJECT TO DAMAGE FROM f.For regions having basic wind speed of 110 mph or greater,8d deformed nails shall be used attaching �� '�s k� -p DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE 8507.2 d f - � 1/4"= 1'-0" GROUND plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end * t A IP SNOW SPECIAL WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE walls,if mean roof height is more than 25 feet,up to 35 feet maximum. - SHEET NUMBER: JOIST SPAN SPEED TOPOGRAPHIC BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS LOAD WIND WEATHERING TEMP REQUIRED P g w CONNECTION (MPH) EFFECTS DEBRIS CATAGORY 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 oriel roof sheathing 1 " " " 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 m 2 DETAIL <6' 6'1 TO i' 8'1 TO 10 10'1"TO 12 AST TO 14 14'1 TO 16' 6'1 TO 18' ph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum F� 5` �� G-5 1/2"DIA. LAG SCREW 20 LBS 130 NO NO NO B SEVERE 3,_0" MODERATE 15 YES NO 1500 or less 52.2 H e / H r HEEL JOINT AJDUSTMENT FACTOR 48-inch distance from ridges,eaves and able end walls-and 4 inches on center to able end wall framin AFS- ►� 30" 23" 18' 15" 13" 11" 10" TO HEAVY g g g g' & 1/2" MAX. SHEATHING h 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 BOLT 36" 36' 34' 29" 2421" 19" 1 /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 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 by framing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges © LEDGERS SHALL BE FLASHED 1 / 6 1.20 perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. D E E RK O S K 1 ARM DESIGN AND E N G I N E E Rl N G D P LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) Floor and roof perimeter shall be supported by framing members or solid blocking. DESIGN ENGINEERING DPC ROM Miff AL 0-r-mo POR &L WAL '" 3 DEERKOSKI -f- ARM DESIGN ANo ENGINEERING DPC 16 LIBRARY AVE. SUITE C SSTB28 MINIMUM SSTB ANCHOR REQUIREME WESTHAMPT13N BEACH NY 11978 WOOD STRONG- SLAB ON GRADE- GARAGE CURB 631.767-6071 CRAIG DASTUDIONT.00M EMBED LINE WALL MODEL (CORNER AND STEP-DOWN END) AT HEADER, FIELD NAIL THRU SHE HING FULL LENGTH GARAGE HEA AND METAL STRIP WITH 1001 COMMON USE 3/8 PLYWOOD/OSB SHIM UNDER (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8' GLB ENGINEER OF RECORD: SW16STRAP WHEN HEADER IS 3-1/8 GLB SW22 SSTB28 NUT AND PRE-INSTALLED NAILS OR 1601 SINKERS AT LOCATID S NOTEI 4 " MINIMUM SIZE SHALL BEI SEE DET. 4 HDQ6 HOLD❑WN MARKED BY PAINTED DOTS LOAD PATH DESIGN AND 4 4 x 12 DFL SW16 PLATE WASHER DETAILS AB®VE HEADER T 3 1/8 X 12 GLB - ' ' ' . • °'''"' SW24 SSTB28 T❑�OF PANEL BE PROVIDED BY OTHER ALTERNATE HEADERS ALLOWED. 4 I SW32 o SEE ICC REPORT,:51 __.-10 go., STRAP-SEE P E N G I N E E R I N G a '.. . SW48 Q structural engineering services consulting N❑TESI ''" z ° �� •� 1. ADDITIONAL APPLICATIONS MAY USE ALL THREAD R z o ° 0 0 0 ° - SHEATHING TO HEADER 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ° ° _ JAMES J.DEERKOSKI P.E. THE SSTB WHERE THE DEMAND UPLIFT COUPLER NUT ca ° ° ° FORCE IS LESS THAN THE ALLOWABLE BEARING PLATE W/ w - ° ° ° ° ° SEE DE " SSTB LOAD SHOWN IN ICC-ES ESR-2611, WITNESS HOLE SDS 1/4 x 2 1/2' 1 = o ° ° ° ° ° IV 11 11 11 11 FIELD NAIL lOga STRAP SWP ' 2. SW18X8, SW24X8, SW32X9, VISIBLE FOR SCREWS PROVIDED L` ~ ° ° TO POST & HEADER OWNERSHIP&USE OF DOCUMENTS: SW48X8/9/10 UNDER SEISMIC LOADING MAY INSPECTION HEADER FOUNDATION WITH WALL. WITH C10> 1001 COMMON TOP PLATES OF STRONG-WALL ADER (BY OTHERS) NAILS OR (10) 1601 SINKS These drawings and specifications (DESIGN BY OTHERS) USE SSTB28 WITH N❑ LOAD REDUCTIONS. -�_ ° ° g p fications including the ideas,design MAXIMUM UPLIFT FOR ALL OTHER MODELS 5/8" DIAMETE STRONG-WALL P❑ST, 0 1/2" SHIM IS PROVIDED -V1 H NAILS AT TOP AND BOTTOM and arrangements represented therein,are the roe of a• STUD SHOE NOT WALL, BUT IS NOT REQUIREOF EACH STRAP, g p property C. SLAB NOT SHALL BE LIMITED TO 10,085 LBS. (WIND ANCHOR BOLT ° ° SHOWN FOR CLARITY. °° °° SDS1/4'x6' SCRE No art tDheeeof shall be coeeldnd disclosed tolothers Por used in SHOWN AND SDC A&B), AND 8,475 LBS. (SDC C-F). a: '.• I �: ° o P p FOR d: 3. FOUNDATION DIMENSIONS ARE FOR ° • • n d °o °° PANEL SHEATHING N❑TEI connection with any work or project other than for which they have been prepared without written consent. CLARITY •°v a.' ANCHORAGE ONLY. FOUNDATION DESIGN `. ' POSITION HEADER FLUSH SDS 1/4" X 6' SCREWS (SIZE AND REINFORCEMENT) BY OTHERS. i e AGAINST STRONG-WAL Drawings&specifications,as instrucments of professional THE REGISTERED DESIGN PROFESSIONAL a° s' '' • °° °° PERIMETER METAL SHEATHING. service,are and shall remain the Property of the engineer. MAY SPECIFY ALTERNATE EMBEDMENT, , Q d a ° ° U-CHANNEL P y g •' ` ':e' ° FOOTING SIZE DR ANCHOR BOLT $ •, e° °. ' e •.• G ';°, 0 0 WORK NOTES: 4. SEE ICC-ES ESR-2611 FOR ADDITI❑NAL e •. ° • ° o \ eA \/I SSTB INFORMATION. WK " v SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE FULL LENGTH GARAGE HEA (DESIGN BY OTHERS) MIN. HEADER SEE (DESIGN BY OTHERS; SINGLE PORTAL SYSTEM DETAI� OR 1' MAXIMUM DIAMETER HOLE DOUBLE PORTAL SYSTEM SWP SWP IN FRAMING MEMBERS, DN Y SHEATHING MINIMUM SIZE SHALL. BE: 6 x 12 DFL `•�. ' ONE HOLE PER MEMBER. 5 1/8 X 12 GLB \ . ALTERNATE HEADERS ALLOWED, A SEE ICC REPORT, 10 ga. STRAP-SEE w �I LSTA24 STRAP (MR6' ' I\ 3 ' LSTA24 STRAP (M , AT BEAM TO POST � MIN. HEADER SEE ; !\ AT BEAM TO POST SHEATHING TO HEADw c� 3 i 8 MIN, 16 4 \ DETAI SWP SWP 1 �i� i 8' MIN, 16' 4" P LOCATION F HO SEE DET SWP I / �1 I, HEADER SUPPORT POST 7/g (MAX) DIA. (DESIGN BY ❑THERS) " (MAX) DIA, HOLE THROUGH CENTERLINE (3)-LTP4 AT SUPP `� / + f m ONLY ONE HOLE IN OF POST, ONLY 1 HOLE PER TOP PLATES OF STRDNG WAL POST TO STRONG-WA L I 16 4 MAX. �I I m SHEATHING POST IN CROSS HATCHED AREA POST �I\ m m m 0 m (TYPICAL EACH POST) j �� I/� I II, • (1) - 1' (MAX) SDS1/4"'x6' SCRE HEADER SUPPORT P❑ '\ . _� STHD10 HOLE THROUGH CENTERLI (DESIGN BY OTHERS) ' " ' / j / HOEDOWN (MIND OF BLOCKING COLUMN BASE � I (DESIGN BY OT � I S. COLUMN BASE ti --tib. $.a s I (DESIGN BY OTHERS) p `. 5:Y4' :° ' .° 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 NOTEI v MUDSILL A. SWAB7/8 ALL NECESSARY HARDWARE, PAB7 ARDWAR , PAB7 »x SSTB28 O FOR PANEL INSTALLATION IS - 1. STRONG-WALE SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PROJECT: PAB7 SWAB7/8 ® REFER TO THE CURRENT SIMPS N PRE-ATTACHED OR PROVIDED. :3 'SIMPSON STRONG-TIE COMPANY INC.', SIMPSON SLAB OR CURB AND I C-SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE A HOME OFFICEI 5956 W. LAS POSITAS BOULEVARD, PLEASANTON, CA, 94586 SURROUNDING FOUNDATI❑N SELECTION CHART, ANCHOR BOLTS. TEL: (900) 999-5099, FAX: (925) 875-0826 n STRDNG-WALL NOT SHOWN FOR CLARITY TOP ❑F 'SIMPSON STRONG-TIE COMPANY INC.' IS AN ISO 9001 REGISTERED COMPANY, •a i , .:.. _ CONCRETE s �- ° ° •°. .:'41 ';�. ;.•.• " "A:: •.' ` 2, INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE PROPOSED RESIDENCE HOLDDWN ANCHOR �__ T❑ THESE DRAWINGS AND THE STRONGOWALL INSTALLATION GUIDE. FOR ;I •• MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED • •' SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON J N S DEVELOPMENT " A ' THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE `•: a'+ ° ' r..' ' :. • ' MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. aIM a' ' •`' FULL LENGTH GARAGE HEA THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED { •`y' MUDSILL ANCHORAGE. PER DETAILS 5 & 6 INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE MOUNT BEAULAH NOT SHOWN FOR CLARITY SWT EXTERIOR TEMPLATE REQUIRED MOISTURE DESIGNER. REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATION. SOUTHOLD NEW YORK CONTENT IS 19% OR LESS • ' .'•' ° (FOR 2x FORM BOARDS) AT TIME OF INSTALLATION 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, " ~ ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR I,,, THE STRONG SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY = SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR r� `� �`� �`� S = WALL LENGTH MINUS 7 :'4' " L9 TO CONSTRUCTION. DRAWING TITLE: 5/8 DI GARAGE HEADER ROUGH OPENING HEIGHT z SEE TABLE BELOW FOR MUDSILL A. z W DIMENSIONS SSTB28 OR MODEL H CURB W/O SHIMS WITH SHIMS w 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL GENERAL NOTES SSTB28 O SWAIB7/8 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' E3 = PROJECT DRAWINGS. H = 13 Y2' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10" 4 LD H = 19 X2' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' SW22x7x4 7" 7'-1' 7'-1 1/2' 0 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL FOUNDATION DIMENSIONS FOR STRONG-WALL SW22x7x6 IX BUILDING OFFICIAL. SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ANCHORAGEASD ° SW16x8x4 6" 8'-0' 8'-0 1/2' w 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE SET: ISSUED FOR: DATE: CONDITION ALLUWABL W de ° SW16x8x6 q E UPLIFT (In) (In) ¢ LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER SW22x8x4 LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN (Ibs> 7' 8'-1' 8'-1 1/2' = PERMIT SUBMISSION - October 9th, 2019 11,900 27 9 N SW22x8x6 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, TOP DF CRACKED x 1/2' SHIM PROVIDED WITH WALL ILD 7 L 13,100 29 10 CONCRETE ¢ 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM 7/8' DIAMETER SEISMIC 12,500 24 B SWTI INTERIOR TEMPLATE < ❑F THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING ANCHOR ROD SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL UNCRACKED 13,100 25 9 (FOR 2x4 ABOVE CONCRETE) SEE 9-SWP FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SHEET SWO FOR DESIGNER. Le(in 6,200 16 6 ALLOWABLE ` MODEL # L(In) ) 10,000 22 8 OPENINGS 8. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE CRACKED 5/8' DI .. SPECIFICATI❑NS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR PAB7-18 18 11 Y'2 12,900 26 9 MUDSILL A. SSTB28 OR = d. SUCH CHANGES. 13,100 27 9 SSTB28 ❑ SWAB7/8 CONCRETE DESIG •A. I ° ` ' 9, ALL HARDWARE CALLED OUT IS SIMPSON STRL�IG-TIE. �:', PAB7 24 24 17 SWAB7/8 " WIND BY OTHERS •',. ; PAB7-30 3023 6,400 14 6 ',. ."o '. '�° ;�•: 9,300 18 6 SEAL: DATE: 29 UNCRACKED PAB'J-36 36 12,500 22 8 , October 9th, 2019 NUT 13,100 23 8 - GARAGE PORTAL WALL TABLE >.. NOTES: NUMBER OF NUMBER OF HOLDOWN 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 _ SWTPF TEMPLATE SET UP (IN) WEIGHT 2019 -43 MINIMUM f c-2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 OTTOM OF WAL ANCHORS BOLTS O ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH (FOR PLYWOOD PANEL FORMS) (lbs) DRAWN BY: ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED. TOP ❑F W16x7x4 16 78 4 -SDS 1/4x6 2-5/8'0 2-7/8"0 90 CMA 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 CHECKED BY: 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 SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D,3.3.4, OF NEI, JJD PAB7 ANCHOR BOLT 3. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. W16x8x6 16 90 5 3/4 -SDS 1/4x6 3-5/8"0 2-7/8"0 120 �� } W22x7x 22 78 4 0-SDS 1/4x6 2-5/8'0 2-7/8"0 95 Q 5.>t�EFk O SCALE: 4, FOUNDATION DIMENSI❑NS ARE FOR ANCHORAGE ONLY. FOUNDATION �`� COs�� 1/4"= 1'-0" DESIGN (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN SEE SHEET SW2 FOR STACKED W22x7x 22 78 5 3/410-SDS 1/4x6 2-5/8'0 2-7/8'0 117 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 �x �a x� C SHEET NUMBER: 1. SEE 11-SWP FOR DIMENSIONS AND ADDITIONAL ANCHOR BOLT, REQUIREMENTS W22x8x 22 90 5 3/4 0-SDS 1/4x6 2-5/8"0 2-7/8'0 130 2 + w NOTES. 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611. G-6 ANCHORAGE. - TYPICAL SECTIONS 10 ANCHORAGE SCHEDULE 11 STRONG-WALL® TEMPLATES 12 PORTAL WALL SPECIFICATIONS 13 NOTES 14 '°�v S ' SSS N DOB NUMBER: OF JAMES J DEERKOSKI PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP + AR .. �� DEED€amrmu m. DESIGN & ENGINEERING DPC 0 R- YUWALL* DEERKOSKI -F ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C SEE SHEET SW2 FOR STACI ED SEE SHEET SW2 FOR STA( ED WESTHAMPTON BEACH NY 11978 v STRONG-WALL REQUIREMEN S. STRONG-WALL REQUIREMEN S. 631-767-6071 CRAIG@aDASTUDIONT.COM PAB7 PAB7 FACE OF STRONG ENGINEER OF RECORD: SLAB OR CURB AND WALL PANEL SIMPSON SURROUNDING FDUNDATI❑N PRE-INSTALLED STRONG-WALL NOT SHOWN FOR CLARITY HDQB HOLDOWN ' � A . .a: °' PRE-INSTALLED NUT AN ,Y PRE-INSTALLED SDS1/4'x6' E N G I N E E R I N G ° "� 1•%/ : "" HDQ8 HOLDOWN PLATE WASHE SCREWS structural engineering services • consulting r" HOLDOWN ANCHOR ' '" '� '" NUT AN •, ••a .•,'A • ,i > ,�: •,••. '• ;.'r•.••,< PLATE WASHER ALL THREAD R J.WITNESS HOLES FLOOR JOIST JAMES J DEERKOSKI P.E. COUPLER NUT COUPLER NUT--,, / VISIBLE FOR INSP. (DESIGN BY OTHERS) 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ' Via• ''' :d. > ,' 1 '. , . 7•' i . 'y . ALL THREAD R FLOOR SHEATHING 1 1/4'-1 1/2' RIM ST a ' '.,• ; . ; y' MUDSILL ANCHORAGE. OWNERSHIP&USE OF DOCUMENTS: • :•..•.� :.•..` :. :: WITNESS HOILES RIM JOIST ° < NOT SHOWN FOR CLARITY d• %6, VISIBLE FOR INSP, & BL❑(KIN SIMPSON LTP • •. '• 5 These drawings and specifications including the ideas,design BEARING (PLATE W/ PER DET W1 FRAMING ANCHD and arrangements represented therein,are the property of CUTOUT SUBFLOO (DESIGN BY OTHER SDS1/4x2 1/2' TO ACCEPT Deerkoski+Arm Design&Engineering, DPC. "• SCREWS (2) 3,5x6,5x3/8 4/ ° No part thereof shall be copied,disclosed to others or used in BEARING PLATES MI • ALL THREAD ROD BLOCKING, SAME SIZE & MATERIAL connection with any work or project other than for which they _ ;• COUPLER NUT '.' have been prepared without written consent. 1tv Iry av ry .. . S - WALL LENGTH MINUS 7 �'a II '.' II :..' AS RIM JOIST, STITCH NAILED T❑ P P s 5/8 " DIAMETER (3) 2x4 SOU • :• SILL PLATE AND ANCHOR RIM JOIST W/ 3 ROWS ❑F Drawings&specifications,as instrucments of professional SEE TABLE BELOW FOR • '.�:;.? ,: •... ;:, -rr .'': ° ':.. . STRONG-WALL P❑ ,• •; :: ANCHOR BOLT •; :^ ....; ` • ' a', ' lOd x 2 1/2 LONG AT 3' D.C.DIMENSIONS BLOCKS (MIN,) OR WITNESS HOLES (DESIGN BY OTHERS) service,are and shall remain the Property of the engineer. (STUD SHOE NOT SHOWN".' :.:•:. :'•:.. :.:' SOLID BLOCKING VISIBLE FOR INSP, HORIZONTAL FOUNDATION PLAN VIEW FOR CLARITY) ' ' ' 4 1/2 LENGTH MIN• ° r• • • H = 13 �" MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10" BLOCK STOPS HERE WORK NOTES: CONCRETE STEM WALL H = 19 Ye" MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' FOUNDATION DIMENSIONS FOR STRONG—WALL (DESIGN BY OTHERS) ANCHORAGE SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD CONDITION ALLOWABL W de E UPLIFT (Ir,) (Ir,) STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 (lbs) 11,900 27 9 CRACKED 7 14 L 13,100 29 10 7/8' DIAMETER SEISMIC 12,500 24 8 ANCHOR ROD UNCRACKED 13,100 25 9 ROOF FRAMING CRIPPLE SHEAR WALL, PAB7 6,200 16 6 (BY OTHERS) 4x SHIM BLOCK BLOCKING AND STRAP MODEL # L(in) L>In ]0,000 22 8 A35 FRAMING ANCHOR, BY OTHERS CRACKED (DESIGN BY OTHERS) PAB7-18 18 11 Y2 12,900 26 9 BY OTHERS NG DBL. TOP PLATES ,.°. :. 13,100 27 9 ATTACH SDS SCREWS :. PAB7-24 24 17 WIND ATTACH SDS SCREWS TO BLOCKING s 23 6,400 14 6 7/8' SH 7 TO SHIM BLOCK •. :. ; ••. PAB7-30 30 9,300 ie 6 SEE DE .S7 FOR a UNCRACKED • " ' '• ' ' PAB7-36 36 29 12,500 22 s OTHER SHIM C❑NDITI❑NS ADJACENT Y2 13,100 23 8 FRAMING ADJACENT FRAMING NUTBY OTHERS BY OTHERS NOTES( STRONG-WALL TOP PLATE rA 0 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME RAKE WALL 4x SHIM BLOCK w� •• 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 1 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, 2. OUT OF PLANE LOADING EFFECT 2. OUT OF PLANE LOADING EFFECT 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FDUNDATION DESIGN 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. (SIZE AND REINFDRCEMENT) BY OTHERS, THE REGISTERED DESIGN NOTES: PROFESSIONAL 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 REQUIREMENT 13 5/8' DI SSTB28 OR NOTE, SEE SHEET SW2 FOR STA( ED WOOD STRONG- SLAB ON GRADE- SLAB EDGE SSTB28 MUDSILL A, SWAB7/8 ALL NECESSARY HARDWARE STRONG-WALL REQUIREMEN S, WALL MODEL (CORNER ANDMIDWALL) ° S 1. STRONG-WALQ SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PROJECT: EMBED LINE SSTB28 D FOR PANEL INSTALLATION, SW16 � SWAB7/8 ® REFER T❑ THE CURRENT SIMPSON PRE-ATTACHED OR PROM 'SIMPSON STRONG-TIE COMPANY INC.', SSTB28 SW22 CORNER MIDWALL ENDWALL C-SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE AND HOME OFFICE( 5956 W. LAS POSITAS BOULEVARD, PLEASANTDN, CA 94588 / $ a SELECTION CHART. ANCHOR BOLTS. TELL (800) 999-5099, FAX( (925) 875-0826 \ / 'SIMPSON STRONG-TIE COMPANY INC,' IS AN ISO 9001 REGISTERED SW18 SSTB28 �'' _ .a EMBED LINE SW24 TOP OF COMPANY, SW48 CONCRETE PROPOSED RESIDENCE ° ' � _ _ #4 REBAR = _ 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE SW48 -�-• 3 5 FRO • a TO THESE DRAWINGS AND THE STRONG WALL INSTALLATION GUIDE. NOTES1 -i TOP WHEN MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED FOR a'd 1 ABLE APPLIES TO SINGLE STORY WOOD ° °. d °Q REQUIRED SEE SHEET SEE FOR SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON C.° STRONG-WALL APPLICATIONS (STANDARD pp ° a • : SW❑ FOR SW❑ FOR THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE J N S DEVELOPMENT AND RAISED FLOOR) ON CONCRETE (DESIGN DBT IOTHERS ° °• ° OPENINGS ALLOWABLE ALLOWABLEMADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER, FOUNDATIONS, TWO-STORY STACKED OPENINGS THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED °< APPLICATIONS MAY REQUIRE HIGH-STRENGTH INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE MOUNT BEAULAH ANCHORS (DESIGNED BY OTHERS), NOTES( SWT EXTERIOR TEMPLATE DESIGNER. REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATION, SOUTHOLD NEW YORK 2. ADDITIONAL APPLICATIONS MAY USE THE i•SSTB MAY BE USED WHERE THE DEMAND ° . (FOR 2x FORM BOARDS) SSTB WHERE THE DEMAND UPLIFT FORCE IS UPLIFT FORCE IS LESS THAN THE 3, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, SEE SHEET SW2 FOR STA( ED LESS THAN THE ALLOWABLE SSTB LOAD ALLOWABLE SSTB LOAD SHOWN IN ICC-ES ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR SHOWN IN ICC-ES ESR-2611, STRONG-WALL REQUIREMENTS, ESR-2611, THE STRONG-WA2L SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY 3. FOUNDATION DIMENSIONS 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 DR BUILDING DESIGNER FOR CLARIFICATION PRIOR (SIZE AND REINFORCEMENT) BY OTHERS. (SIZE AND REINFORCEMENT) BY OTHERS, TO CONSTRUCTION, DRAWING TITLE: THE REGISTERED DESIGN PROFESSINAL MAY THE REGISTERED DESIGN PROFESSINAL MAY 5/8' DI MUDSILL A. STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL FOUNDATION SPECIFY ALTERNATE EMBEDMENT, FOOTING SPECIFY ALTERNATE EMBEDMENT, FOOTING SSTIB28 OR 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 D SWAB7/8 IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE 4. SEE ICC-ES ESR-2611 FOR ADDITI❑NAL 3. SEE ICC-ES ESR-2611 FOR ADDITIONAL SWAB7/8 STANDARD STRONG-WALL MODELS PROJECT DRAWINGS. NUMBER OF HOLDOWN ASSEMBLED SSTB ANCHORAGE (SLAB ON GRADE) 9 SSTB ANCHORAGE (GONG STEM WALL) 1 O MODEL W WALL 5, USE OF THIS PRODUCT IS SUBJECT T❑ THE APPROVAL ❑F THE LOCAL - SET UP (IN) H (IN) T CIN) MUDSILL ANCHOR WEIGHT BUILDING OFFICIAL. ANCHORS BOLTS ((bs) b SW18x8 18 93 1/4 3 1/2 2-5/8"� 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 N SW32x8 32 93 1/4 3 1/2 2-5/B"0 2-7/8'0 116 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. TOP ❑F SW48x8 48 93 1/4 3 1/2 3-5/8"� 2-7/8'0 149 CONCRETE 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 2-7/8'0 128 FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE 6 6 STRONG-WALL SW48x9 48 105 1/4 3 1/2 3-5/8'0 2-7/8'0 165 DESIGNER. SW1 SWl SW24x10 24 117 1/4 3 1/2 2-5/8'0 2-7/8'0 ill 8. 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 WITHOUT NOTICE OR LIABILITY FOR MUDSILL A. SSTB28 OR SW46x10 48 117 1/4 3 1/2 3-5/8'0 2-7/8'0 171 SUCH CHANGES, SSTB28 0 SWAB7/8 SW24xl2x6 24 141 1/4 5 1/2 2-5/8'0 2-7/8'0 187 9. ALL HARDWARE CALLED OUT IS SIMPSDN STRUNG-TIE. SWAB7/8 SW32x12x6 32 141 1/4 5 1/2 2-5/8"0 2-7/8'0 201 SW48xl2x6 48 141 1/4 5 1/2 3-5/8'0 2-7/8'0 256 g RAISED FLOOR STRONG-WALL MODELS SEAL: DATE: RAISED FLOD STANDARD a October 9th, 2019 STRONG-WALL STRONG-WALL MODEL W NUMBER OF NUMBER OF HOLDOWN AX. WALL IST FLOOR _ - H (IN) T (IN) FASTENERS IN FASTENERS IN ANCHOR WEIGHT 3 STRONG-WALL SET UP (IN) OTTOM OF WAL TOP OF WALL BOLTS (lbs) SWl SW18x8-RF 18 93 1/4 3 1/2 13-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 85 PROJECT NO: 4 ALL M SWT PF TEMPLATE SW24x8-RF 24 93 1/4 3 1/2 16-SDS 1/4x61 -SDS 1/4x6 2-7/810 91 2019 - 43 SWI (FOR PLYWOOD PANEL FORMS) SW32x8-RF 32 93 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 116 DRAWN BY: ST ❑NG-WA L S EMB DF SW48x8-RF 48 93 1/4 3 1/2 28-SDS 1/4x8 -SDS 1/4x6 2-7/8'0 149 CMA :, • . MOICL NUMBER ❑ AL t� CRETE SW18x9_RF 18 105 1/4 3 1/2 13_SDS 1/4x6 -SDS 1/4x6 2-7/8'0 94 CHECKED BY: �.: . IN) T (IN) MUDSI L H SW24x9 RF 24 105 1/4 3 1/2 16 SDS 1/4x61 -SDS 1/4x6 2-7/8 0 101 ° , . , l W32x9-RF 32 105 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 128 F NE(,I,Y JJD ,�' SLAB ON GRADE "' ( ) SW48x9-RF 48 105 1/4 3 1/2 26-SDS 1/4xB -SDS 1/4x6 2-7/8'0 165 5 oEFk O,p SCALE: SW3 1/4 3 1/2 2— / "S� 7f8."#� 1611 ' �� '� 1/4 1 0 SEE SHEET SW2 FOR STA K W24x10-R 24 117 1/4 3 1/2 16-SDS 1/4x61 -SDS 1/4x6 2-7/8 0 111 � ,� � 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 SHEET NUMBER: SEE SHEET SW2 FOR STAG ED WOOD FLOOR REQUIREMENTS, W48x10-R 48 117 1/4 3 1/2 28-SDS 1/4x8 -SDS 1/4x6 2-7/8"0 171 •� w STRONG-WALL REQUIREMEN S. G-7 SINGLE STORY STRONG-WALL 1 STACKED STRONG-WALL 12 STRONG-WALL TEMPLATES 13 WALL SPECIFICATIONS 14 NOTES 15 J DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS ENERGY NOTES 1. All construction shall comply with the 2015 International Energy Conservation ❑E6EGN ENrrNEERIN[i DPC r" Construction Code. The authority having jurisdiction shall be permitted to determine ._. an energy efficiency program to exceed the energy efficiency required by this code. DEERKOSKI -f• ARM 2. A permanent certificate shall be completed by the builder and posted on a wall DESIGN AND ENGINEERING D P C in the space where the furnace is located. Certificate shall comply with IRC N1101.14 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 3. Attic or crawl space access shall be weatherstripped and insulated to a level equivalent 631-767-6071 CRAIGno DASTUDIONT.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. 1 11 X 11 1 11 11 1 1 INTERIOR CONDITIONED INTERIOR CONDITIONED INTERIOR CONDITIONED E N G I N E E R I N G SPACE-- ROOM ABOVE GARAGE SPACE—` ROOM ABOVE GARAGE SPACE--- ROOM ABOVE GARAGE 5. Testing- Building or dwelling unit shall be tested and verified having less than structural engineering services • consulting CAVITY INSU ON CAVITY INSU ON CAVITY INSUL ON 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 V WOOD FLOOR TRUSS IWOOD FLOOR TRUSS __ _ WOOD FLOOR TRUSS VENTILATION BAF 6. Ducts -Supply and return ducts Inattics shall be insulated to a minimum of R-i 3"or greater JAMES J.DEERKOSKI P.E. ASSEMBLY _ _ ASSEMBLY _ = ASSEMBLY (FULL WID ATTIC INSULATION in diamer, and R-6 a ducts less than 3" In diameter. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 -- FWAAA /1 CAVITY INSULATION -- CAVITY INSULATION -- A A CAVITY INSULATION 1 1/2"RIGID INSULATION 1"RIGID INSULATION 1"RIGID INSULATION 6a. Duct Sealing-Ducts, air handlers and filter boxes Shall be sealed. OWNERSHIP USE OF DOCUMENTS: T A -& 1 1/2"RIGID INSULATION 1"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 CONTINUOUS BEADCONTINUOUS BEAD CONTINUOUS BEAD and arrangements represented therein,are the property of 2x2 SLEEPERS 15'OC 2x4 SLEEPERS 16"OCSEALANTDeerkoski+Arm Design&Engineering, DPC. OF SEA OF SEAL OC OF 1x3 SLEEPERS 16" 8. BUllding CaVit12S Shall nOt be Used a5 dUCtS Or plenums. No part thereof shall be copied,disclosed to others or used in INTERIOR CONDITION D INTERIOR CONDITIOND INTERIOR CONDITIOND 1 112"RIGID INSULATION 1' RIGID INSULATION 1"RIGID INSULATION connection with any work or project other than for which they SPACE SPAC••E-- SPACE-- CONTINUOUS BEAD 9. Mechanical system piping insulation carrying fluids > 105 F degrees or< 55F degrees shall have been INSULATED DEMIST GARAGE INSULATED DEMIST GARAGE INSULATED DEMIST GARAGE OF SEALANT prepared without written consent. UNCONDITIONED SPACE UNCONDITIONED SPACE UNCONDITIONED SPACE be insulated with R-3 Minimum. ( ) ( ) ( ) 1 1/2"RIGID INSULATION Drawings&specifications,as instrucments of professional EXTERIOR INSULATED WALL 10. Mechanical ventilation -Shall meet the requirements of the IRC/IMC. service,are and shall remain the Property of the engineer. 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. heating systems ( new, existing or upgraded) WITH 2x4 SLEEPERSRAGE BAN[)JOIST//1 1/2"RIGID(INSULATION WITH1x3 WOOD FURRINGBAND JOIST//1"RIGID INSULATION WITBARRIER 2x2 WOOD FURRINGBAND JOIST!/1' RIGID INSULATION stamped by a professional engineer if required by the Owner or Building Dept. 5-01001 GreenBuildin Advisor.com 5-01002 GreenBuildingAdvisor.com Scale: 5-01003 GreenBuildingAdvisor.com Scale: 1 "= 1'-0" 5-01004 GreenBuildingAdvisor.com com Scale: 1 "= 1'-0° g Scale: 1"=1'-0° 1 "= 1-0" QBUNCmgGre LLC 2008 14. Additions, alterations or renovation: shall comply with IECC 2015 0 BuildngGreen LLC 2008 m Bu J6ngGreen LLC 2008 m BUIIdngGreen LLC 2008 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 top and bottom plate PROVIDE BLOCKING AT TILE SURROUND ISH STUD CAVITY AT SHOWER 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 iF_ 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 PROVIDE 3/8"CHANNEL EACH VENTED AIRSPACE WITH EXPANDING STUD WALL SIDE OF INSIDE PANEL FOR INSTALL 1"RIGID ATTIC INSULATION FOAM SEA T THIN-PROFILE WALL EXPANDING PERIMETER INSULATION VERTICALLY T SHEATHING FOAM SEAL CONNECT INSULATING SHEATHING TO RIGI INSULATIONBAF FOAM SEAL B JOIN MANUFACTURED MANUFACTURED SHOWER SHOWER CONTINUOUS BEAD CONTINUOUS BEAD I OF SEALANT OF SEALANT �II EXPANDING EXPANDING PROJECT: 1 1/2"RIGID INSULATION 1 1/2"RIGID INSULATION EXTERIOR INSULATED WALL --WOOD FRAME ---WOOD FRAME EXTERIOR INSULATED WALL FLOOR ASSE"AMB;T FLOOR ASSEMBI* PROPOSED RESIDENCE FOR JNS DEVELOPMENT 1"EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE A D VENT 1"RIGID INSULATION AS ATTIC EAVE BAFFLE CUT AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING AIR SEALING BEHIND SHOWER WITH CAVITY RIGID INSULATION MOUNT BEAULAH AROUND MANUFACTURED VENT „_ 5-01005 GreenBuildingAdvisor.com Scale: _ 5-01006 GreenBuildingAdvisor.com 008 SOUTHOLD, NEW YORK GreenBuildingAdvisor.com Scale: 1 - 1'-0" g Scale: 1 "=1'-0" 5-01007 GreenBuildingAdvisor.com Scale: 0 ButlOingG teen LLC 2008 m B.A,mgGreen LLC 2008 Q BJftgGreen LLC 2008 0 Budd,ngGreen LLC 2008 DRAWING TITLE: GENERAL NOTES —CEMENT BACKER BOARD CEMENT BACKER BOARD CONTINUOUS BEAD —TUB SURROUNDFINISH TUB SURROUND FINISH OF SEALANT B SET: ISSUED FOR: DATE: TUB SURROU TUB SURROU (BEYO (BEYONB)r--- PERMIT SUBMISSION - October 9th, 2019 —CONTINUOUS BEA OF (2)LAYERS RIGID --PREFAB FIREPLAGE� IT ---PREFAB FIREPLAGE IT SEALANT INSULATION —PROVIDE BLOCKING AT EXPANDING FOAM SEAL NT INSULATED EXTERIOR INSULATED EXTERIOR STUD CAVITY ATTUBSTUD 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 T SIDE OF INSIDE PANEL OR PRIOR TO INSTALLATI N OF PREFAB FIREPLACE U IT —THIN-PROFILE WALL EXPANDING PERIMETE PREFAB FIREPLACE U IT SHEATHING FOAM SEAL INSTALL SOLID BLOCKING —CONTINUOUS BEAD O CONTINUOUS BEAD O -EXPANDING FOAMS LANT SEALANT SEALANT AROUND PERIMETER OF BLOCKING-EAC BA EXPANDING !� EXPANDING M WOOD FRAME —WOOD FRAME FLOOR ASSE --WOOD FRAME CONTINUOUS BEAD OF SEAL: DATE: SEALANT October 9th, 2019 FLOOR ASSEMBLY CAVITY INSULATION PROJECT NO: --WOOD FRAME CONTINUOUS BEAD C F . , FLOOR ASSEMBL* 2019 -43 SEALANTa..' •e. DRAWN BY: CAVITY INSULATION CMA 1"RIGID INSULATtON CHECKED BY: SOFFIT CLOSUR :• :'. .. r OF NEW JJD JSCALE:O'A 1" = V-0" (NTS) AIR SEALING AT CANTILEVERED MANUFACTURED AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SEC TION AIR SEALING BEHIND TUB WITH CAVITY RIGID INSULATION * *" *; * SHEET NUMBER: FIREPLACE ASSEMBLY FIREPLACE ASSEMBLY r- GreenBuildingAdvisor.com Scale: ` 5-01010 GreenBuildingAdvisor.com Scale: 5-01011 Green BuildingAdvisor.com Scale: 5-01012 m w „_ 5-01009 GreenBuildingAdvisor.com = = z m Bm�EingGreen LLC 2�9 - m BullangGreen LLC 2009 Scale. ��_ � G-8 1 1-0' 1-0' Be�NaingGreenuc2ooe " ' " Q BUNEIngGreen LLC 20ng - Q \'- A�O� DOB NUMBER: OF JAMES J DEERKOSKI, PE DUCTSEALING REQUIREMENTS Q OEERKOSKI + ARM DESIGN AND ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTSDe:F_r_i-osLe + ARM DEIGN & F_NGINEERING DPG DEERKOSKI -f- ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTDN BEACH NY 11978 631-767-6071 CRAIG@aDASTuDIDNT.COM ENGINEER OF RECORD: PROVIDE RIGID INSULATION BAFFLE I AROUND VENTILATION CHUTE-FOAM SEAL E N G I N E E R I N G PERIMETER OF CAVITY INSULATION structural engineering services • consulting RIGID INSUL/ CONTINUOUS BEAD OF SEALANT WOOD F AME FLOOR JAMES J.DEERKOSKI P.E. PROVIDE STUD CAVITY CLOSURE ASSEMBE'f--- 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ON THE BACK SIDE OF EACH PROVIDE RIGID CAVITY INSULATION CONTINUOUS BEAD OF INSULATION BAFFLE ELECTRICAL WIRE STUD CAVITY AROUND VENTILATION UNINSULATED KNEE WALL SEALANT CHUTE-FOAM SEAL RIGID INSULATION HVAC DUCT OWNERSHIP&USE OF DOCUMENTS: PERIMETER OF CLOSURE AT INTERIOR PLUMB IN TOP PLATE These drawings and specifications including the ideas,design RIGID INSU O OF RAFTER CAVITY WOOD FRAME SOFFIT and arrangements represented therein,are the property of ASSEMBLY TOP PLATE--- EXPANDING FOAM SEALANT CONTINUOUS BEAD OF SEALANT Deerkoski+Arm Design&Engineering,DPC. r n — EXPANDING FOAM SEALANT PROVIDE INTERIOR SHEATHING No part thereof shall be copied,disclosed to others or used in PROVIDE SOLID BLOCKING — AT RIGID INSULATION/ AT EXTERIOR WALL PRIOR EXPANDING FOAM WALL STUD connection with any work or project other than for which they BENEATH KNEE WALL SUBFLOOR INTERFACE TO SOFFIT ASSEMBLY SEA have been prepared without written consent. Drawings&specifications,as instrucments of professional CAVITY INSULATION WALLS service,are and shall remain the Property of the engineer. .,FCONTINUOUS BEAD - OF SEALANT WORK NOTES: CONCEPTUAL INSULATION AT CAPE-STYLE ROOF H CONCEPTUAL INSULATION AT CAPE-STYLE ROOF// 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 )-01013 ROOF CAVITY INSULATION WITH RIGID INSULATION CLOSURE Green BuiIdingAdvisor.corn Scale: GreenBuildin Advisor.com 5-01014 GreenBuildin Advisor.com 5-01022 GreenBuildin Advisor.com 5-01023 GreenBuildin Advisor.com 5-01024 g Scale: 9 Scale: g Scale: 9 Scale: 0 BuiltlmgGreen LLC 7008 0 BuildngGreen LLC 2008 O BuddngGreen LLC 2008 Q BulltlingGreen LLC 2008 m BuAtlingGreen LLC 2008 WOOD FRAME FLOOR INTERIOR CHASE WALLS WOOD FRAME FLOG ASSEMBt'><--- PIPE PENETRATION ASSEMBLY -- CONTINUOUS BEAD OF CONTINUOUS BEAD OF FLOOR GRILLE CONTINUOUS BEA T SEALANT EXPANDING FOAM AT SEALANT FLOOR DUCT BOOT L >e- J y L I") L L PERIMETER OF PIPE CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEAT THIN-PROFILE SHEATHING PROVIDE INTERIOR SHEA HIN SUBFLO R IN WOOD FRAME SOFFIT EXTERIOR WALL AND CEILI G P CLOSURE AT EXTERIOR WALL AT EXTERIOR WALL PRIG CONTINUOUS BEAD ASSEMBLY TO SOFFIT ASSEMBLY 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 IEA INNER LINER PROJECT: MASTIC AT INNER LINER CONTINUOUS BEAD SOO MBRAME SOFFIT LADDER BLOCKING WOOD FRAME SOFFIT TIE AT OUTER LINER 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//PLAN AIR SEAL AT CABINET SOFFIT H TWO-STORY AIR SEAL AT DUCT BOOT MOUNT BEAULAH GreenBuildingAdvisor.corn Scalle: 5-01026 Green BuildingAdvisor.corn Scale: g =Scale: g Scal _ SOUTHOLD, NEW YORK QBmldngGreen LLC 2008 5-01027 GreenBuildin Advisor.com5-01031 GreenBuildin Advisor.com ,r 5-01032 Green scale: 5-01033 Q ButltlingGrO LLC 2008 BulldngG—n LLC 2008 Q BuOdngGreen LLC 2008 1�' �'-O" Q BwlOinpGreen LLC 2008 DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 CAVITY INSU LCAVITY INSU RIGID INSULAT RIGID INSULATI AT SLO AT SLO INSTALL SHEATHI INSTALL SHEATHI ON TRUSS PRIOR 0 ON TRUSS PRIOR FRAMING FRAMING WALL SEAL: DATE: VENT VENT VEN VEN D October 9th, 2019 ATTIC ATTIC ATTIC CAVITY I NS U LATI ATTIC PROJECT NO: 2019 - 43 CAVITY INSUL DRAWN BY: UNCONDITIONED SPACE CONDITIONED SPACE CHECKED BY: CMA JJD pF NEw SCALE: P� OE.EO'A 1" = 1'-0" (NTS) CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SY STEM// CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS S TEM/5-01015 ' OiP� * SHEET NUMBER: ABOVE CONDITIONED SPACE: ABOVE UNCONDITIONED SPACE Green Build ingAdvisor.cornScale: 5-01035 GreenBuildingAdvisor.com Scale: r `"s Cr. 0 BuildngG,e LLC 2008 0 BuildnpGreen LLC 2006 (n G-9 lP^ AR J i0�h� DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS ', r-:ErZPs0^I-I + ARM r DESIGN Za ENGINEERING DPC DEERKOSKI ARM DESIGN AND ENGINEERING DPC CONTINUOUS BEAD 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 OF SEALANT 631-767-6071 CRAIG(aDASTUDIONT.COM ENGINEER OF RECORD: CONTINUOUS BEAD OF SEALANT - _ SILL SEALER METAL FLASHI CONTINUOUS BEAD E N G I N E E R I N G CONTINUOUS MINIMAL _ _ OF SEALANT structural engineering services • consulting EXPANDING FOAM AT — -- WITH 1/4 CONCRETE SLAB WINDOW PERIMETER = _-- I3/4" NS THICK RIG INSULA ... • ' .► °;• •' t': ' .D . • JAMES J.DEERKOSKI P.E. PROTECTIVE 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 COVE CEILING GYPSUM BOARD FINISH E = OWNERSHIP&USE OF DOCUMENTS: to AS AIR BARRIER I--I IIIII .•µ. IIIII 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. ° ; ,. No part thereof shall be copied,disclosed to others or used in CONTINUOUS BEAD - connection with any work or project other than for which they WINDOW UNIT AS OF SEALANT - IIIII IIIII . •.,•� •.• �. : •: � •. I 6 MIL POLYETHYLENE have been prepared without written consent. AIR BARRIER = (CONTINUE UNDER Drawings&specifications,as instrucments of professional ENTIRE SLAB) service,are and shall remain the Property of the engineer. CONTINUOUS CONTINUOUS MINIMAL EXPANDING FOAM AT — — —119�;4111�4 WORK NOTES: EXPANDING FOAM AT WINDOW PERIMETER WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE TURNED DOWN CONCRETE SLAB//3/4"RIGID INSULATION CONTINUOUS BEAD O F SEALANT WINDOW UNIT AS GreenBuildingAdvisor.com 1-00001 AIR BARRIER m BuOEIngGmn LLC 2008 Scale:1 1/2.,_ ,'-0" CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER R . CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF SEALANT CONTINUOUS BEAD OF ADH ES IVE SILL SEALER METAL FLASHI CONTINUOUS BEAD CONTINUOUS SILL SEALER CONTINUOUS BEAD WITH 1/4'URT OF SEALANT 7// - FULL WIDTH OF MUDSILL OF SEALANT 1"THICK RIGI CONCRETE SLAB FOUNDATION WALL AS INsuLA . ,. ��\�/\\ AIR BARRIER PROTECTIVE .• ' �•, 6.' — COVER E �.' • ' _ FINISH . .'�,►' ••' '. \ \\ \\ CONCRETE SLAB AS - _ -- _---_ • •• ''. =11111 IIIII= \/ /\ ° AIR BARRIER IIIR/\ III IIIII � • '. °. . ' •' ' 6 MIL POLYETHYLENE�' °• � \\/\/\/\/ CONTINUOUS BEAD '•. •'. ��' , •••� .••' — (CONTINUE UNDER OF SEALANT \ C \\ \\ \\ \\, • ENTIRE SLAB) /\/ PROJECT: CONCEPTUAL AIR SEALING STRATEGY // CONCEPTUAL AIR SEALING STRATEGY // PROPOSED RESIDENCE LOWER WALL SECTION UPPER WALL SECTION FOR GreenBuildingAdvisor.com 5-02002 Green BuildingAdvisor.com Scale: 5-02003 g g TURNED DOWN CONCRETE SLAB//1"RIGID INSULATION JNS DEVELOPMENT Q Buildin Green LLC 2008 � Buildin Green LLC 2008 MOUNT BEAULAH 1-00002 GreenBuildingAdvisor.com Scale: SOUTHOLD, NEW YORK Q 8u0MngGre LLC 2008 DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: CONTINUOUS BEAD OF SEALANT TUB uN+T-- PERMIT SUBMISSION -October 9th, 2019 CONTINUOUS BEAD OF ADHESIVE INTERIOR VERTIC E INSTALL PLUMBING AT CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEA HitINTERIOR L ATTIC INSULATION AT EXTERIOR WALL PRIOR TO INTERIOR WAL SE 113E WOOD TRUSS FRAMING FLOOR TRUSS ASSEM LY SHEATH INTERIOR OF ATTIC ACCESS TO +1"OF INSULATION tEV INTERI R 1"RIGID INSULATION CONTINUOUS WA L WAL --INTERIOR VERTICAL GI!A E OF SEALANT RI R PROVIDE INTERIOR SHEATHING -- AT EXTERIOR WALL PRIOR VV TO INTERIOR WALL A ACCESS PANEL CONTINUOUS BEAD DRAW ACCESS PANEL NUG OF SEALANT WITH PERIMETER WS SEAL: DATE: INTERIOR GYPSUM WALLBOARD TRIM AS REQUIRED AS AIR BARRIER LADDER BLOCKING AS REQUIRED FINISH CEILING October 9th, 2019 INSULATED EXTERIOR WALL LADDER BLOCKING AS REQ'D INSULATED EXTERIOR WALL PROJECT NO: 2019 -43 DRAWN BY: CMA CHECKED BY: JJD CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND IS V AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING AT CORNER VERTICAL BATHTUB CHASE AIR SEALING AT ATTIC HATCH H FINISH SCREWS OF NE� SCALE: 5-02011 :r� �•- 1" = 1'-0" (NTS) S �t O GreenBuildingAdvisor.conn Scale: GreenBuildingAdvisor.com Scale: 5-02020 Green BuildingAdvisor.Corn Scale: 5-02021 GreenBuildingAdvisor.com Scale: 5-02022 * *^�r)E�tEk 'row�� SHEET NUMBER: a m BuilNngGl LLC 2008 O BAW9Green LLC 2008 O Bu,lCngGr LLC 2008 Q BuAGIngGl a LLC 2008 z� z G- 1 0 ESSI a � DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN ANo ENGINEERING DP INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS r:=za_0CARM DESIGN & ENCsINEERING DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 CRAIGCa)DASTUDIONT.COM ENGINEER OF RECORD: INSULATED EXTERIOR — STUD WALL ROOF SKYLIGHT EXPANDING FOAM SEALANT BLOCKING AS REQUIRED II ROOF RAFTERE N G I N E E R I N G CONTINUOUS BEAD OF SEALANT GYPSUM BOARD BOX ENCLOSURE MANUFACTURED RECESSED LIGHT ENCLOSURE RIGID INSULATION INTERIOR INSULATED WALL BETWEEN structural engineering services a consulting CONDITIONED SPACE AND ATTIC ATTIC INSULATION ATTIC INSULATION R-VALUE/THICKNESS PER CLIMATE 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: Z OF SEALANT PRIOR TO INSTALLATION OF FINISH ENCLOSURE These drawings and specifications including the ideas,design 3" 3" - _ �IIN MIN CONTINUOUS BEAD OF EXPANDING and arrangements represented therein,are the property of INSTALL ATHING AT ATTIC SEALANT FOAM Deerkoski+Arm Design&Engineering, DPC. AA ISEALANT No part thereof shall be copied,disclosed to others or used in — = SIDE OF SKYLIGHT SHAFT 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. LESKYLIGHT SHAFT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT ---\ WOOD FRAME CAVITY INSULATION Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. — DRYWALL CEILING DRYWALL CEILING ATTIC INSULATION FLOOR ASSEMBLY—► RECESSED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE 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 TBCD-4 AIR SEALING AT DOUBLE WALLS TBC_D-O AIR SEALING AT INTERIOR WALL BETWEEN CONDITIONED SPACE TBC-D-12 _ 5- 02041 TBCD-4 5- 02042 AND UNCONDI110NED ATTIC GreenBuildingAdvisor.com Scale:l 1/2" = 1'-0" 2040 GreenBuildingAdvisor.com Scale:1 1/2" = 1'-0" GreenBuildingAdvisor.corn Scale:1 1/2" = 1'-0" GreenBuildingAdvisor.com Scale:1 1/2" = 1'-0" 5- 0204J GreenBuildin gAdvisor.Com ScaleV-0- - 5- 02044 :l 1 2" = OBullding0reen LLC 2008 OBulldingGreen LLC 2008 OBuIldlngGreen LLC 2008 OBuIlding6reen LLC 2008 OBuildingoreen LLC 2008 / 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 �i .01 BUILDING PAPER WEATHER BARRI R PROJECT: PROPOSED RESIDENCE FOR �� TBC-D-14 _ JNS DEVELOPMENT AIR SEALING AT PORCH ROOF AT 1/2 PLYWOOD EXTERIOR SHEATHING - AIR SEALING AT PORCH ROOF AT 1 RIGID INSULATION SHEATHING TBC-D-14 MOUNT BEAULAH SOUTHOLD, NEW YORK Green Building Advisor. com Scale: 3/4" = 1'-0" Green Buildin gAdvisor. com Scale: 3/4 = 1'-0" ©BuildingGre,en LLC 2008 OBuildingGreen LLC 2008 DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: PERMIT SUBMISSION -October 9th, 2019 ATTIC INSULATION —ATTIC INSULATION ATTIC FLOOR FRAMING RIGID INSULATION 'R-VALUE/DEPTH PER CLIMATE' —RIGID INSULATION - 'R-VALUE/DEPTH PER CLIMATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED —MECHANICAL LATCH TO PRESSURE SEALANT TYPICAL SEAL AT WEATHERSTRIPPING INSTALL INTERIOR SHEATHING SEAL: DATE: AT EXTERIOR WALL PRIOR MECHANICAL LATCH TO PRESSURE TO INTERIOR WALL ASSEMBLY October 9th, 2019 SEAL AT WEATHERSTRIPPING wAR`TION PARTITION - o WALL PROJECT NO: WHOLE HOUSE FAN (SEASONAL USE) O PULL DOWN STAIR DRAWN BY. 2019 -43 O MANUFACTURED CMA O LADDER BLOCKING AS REO'D INSULATED EXTERIOR WALL ,- OF NEtj, CHECKED BY: JJD o 69 D?k�0 J�� SCALE: * , . +►. IS, * 1.I = 1'-0" (NTS) m w SHEET NUMBER: 10.40 0 2 1 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 DOB NUMBER: OF GreenBuildingAdvisor.com Scale:1 1/2" = V-0-- 5- 02047" GreenBuildingAdvisor.com Scale:1 1/2• = 1'-Cr Green Scale: 1/2" = 1'-0" 5 02049 JAMES DEERKOSKI, PE OBulldingGreen LLC 2008 OBu1ldingGreen LLC 2008 OBultdingGreen LLC 2008 © DEERKOSKI + ARM DESIGN AND ENGINEERING DP FIRE BLOCKING IS TO BE INSI-ALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME �� = �"�' � `' .r< �� CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DEHrGN £x ENGINEERING DPC NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 72'-1 FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI -F 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. 16142" 1-4" 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 CRAIG(a7DASTUDIONT.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 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 to consulting t NO SUBSTITUTIONS 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 I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -_ -_ - _ _ _ _ _ _ _ _ _ _ _ _ -� Installer / Contractor Assurning Responsibility for the Design and Performance of the Entire System. I ( These drawings and specifications including the ideas,design and arrangements represented therein,are the property of 1{ 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 have been prepared without written consent. I I I 8"CONCRETE WALL Drawings&specifications,as instrucments of professional I with 15 BARS- 24"oc (VERTICALLY) service,are and shall remain the Property of the engineer. with 15 BARS- 24" oc(HORIZONTALLY) with (2)14 BARS- TOP &BOTTON(HORIZONTALLY) I WORK NOTES: I DECK/PATIO ABOVE I I tB'x 6'CONCRETE FOOTING I " TOP OF PIER SHALL BE 18'BELOW GRADE N TOP OF PIER SHALL BE 18'BELOW GRADE , " I with (3) 15 BARS- V oc(the long way) 15-9 20-0 15-9 with #5 BARS- 48'oc(the short way) r r I FOOTING IS TO BE A MINIMUM OF 36"BELOW FINAL GRADE o "o (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) - - - - - o DROP FOUNDATION FOR S-O" WIDE DOORC D i n n JN — LOWERED WALL SECTION n = 00 II N I2-0 I z = PROVIDE APPROVED FIRE PROTECTION BELOW FLOOR JOISTS ABOVE. II IW.o PROVIDE 112 DRYWALL,5/8 PLYWOOD OR APPROVED ALTERNATIVE I = I GARAGE FDNIBTHICKCONCRETWALLS" 2O - L S L ( with 15 BARS- 48"oc(BOTH DIRECTIONS- TV) oI (� *C6UNFINISHED BASEMENT I with (2)J5 BARS AT TOP &BOTTOM — ^ 4' PC SLAB Z I PROVIDE A MINIMUM OF 2 CONCRETE COVER ON REBAR25 I — 18 x B CONCRETE FOOTING 29 o, . with (3) 15 BARS- 6'oc(the long way) N ti vi o o, o,C_> o I oo with 5 BARS- 48" oc (the short way) CP Ski" DIA STL COLUMN ( oN UNEXCAVATED 1 0 0 0 FLOORw I 24" x 24" X 12'CONC FTG I GARAGE FINISH FLOOR: f I DRAINS with (4)15 BARS- 6' oc 2,_ N 7'_5 4" 6"REINFORCED CONCRETE SLAB 0o 1 / ( ) 4 I W 6x6 W2.OxW2.O EPDXY COATED WWM I I8 2v �, _J BOTH DIRECTIONS- TYP N 3 N 3 NON VAPOR BARRIER OVER 8" = o -5 4 11-3� -1/ 10-8/ -90COMPACTED FILL. W ^ 51�" x 11�APB GIRD ( PROVIDE CONCRETE HARDNER FOR PROVIDE PAINTED W ` BE M CONCRETE GARAGE SLAB ALUMINUM GRATE 0 -°� N OCK T I �I �� - - - PROVIDE DRAIN I 5uC x 11W APB GIRDER 11z APB RDER x 111 APB GIRDER � 5Y' x 11� APB GIRDER 1 PIPED TO DRYWELL 5ktAPB GI R N GARAGE SLAB ABOVE — ° -I REFER TO P Am CN T I SLOPE SLAB TO OVER- oI I" I I I J —4 DRAINAGE PLAN �_8» w • T IRS x 91' DIA STL COLUMN I HEAD GARAGE DOORS = o UP ^ = 24" x 24'X 12'CONC FTG PROJECT: N' with (4) J5 BARS- V OC i I " 281-9 " ---------------1 I (BOTH DIRECTIONS- TYP) � I " 19P-6" 2817 PROPOSED RESIDENCE •op I FOR �. —.,z D AA -1 J N S DEVELOPMENT UNEXCAVATED COMPACTED SLAB o I 4"p.c. slab w 6 x 6 ,110/10 welded wire Io I I I mesh lapped and woven around reinforcing I MOUNT BEAULAH � 14 Reinforcing rods in poured SOUTHOLD, NEW YORK T' -`> concrete hounch and at top of p.c. slab 4'- 8" CONCRETE WALL ��' t• ` DRAWING TITLE: with #5 BARS- 24" oc (VERTICALLY) N with #5 BARS- 24 oc (HORIZONTALLY) F ` with (2)#4 BARS - TOP &BOTTON(HORIZONTALLY) co U, I- 18° x 8"CONCRETE FOOTING FOUNDATION PLAN�" -� 10- " -� ' I DIMENSIONS & STRUCTURAL with (3) 15 BARS- 6' oc(the long way) 11'- with #5 BARS- 48' oc(the short way) 4 FOOTING IS TO BE A MINIMUM OF 36'BELOW FINAL GRADE SET: ISSUED FOR: DATE: (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) PERMIT SUBMISSION - October 9th, 2019 10'-5' 20'-10' T-10" 20'-10" 72'-11 s FIRE PROTECTION AT FLOOR SYSTEM Mineral Wool Insulation (a) '/2-inch Gypsum Board(") SEAL: DATE: - Floor sheathing O 19.2 inches maximum .I Floor sheathing October 9th, 2019 see bard length -.? 1-joist ['. I-joist ® Gypsum( j •, I PROJECT NO: 2019 -43 Mineral wool insulation ® � - DRAWN BY: 1/2"gypsum board CMA (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. Joist spacing(in.) Required length for gypsum boards(in.) 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-'/6 12 11-1/8 t 1/8 E�,j- JJD inches thick x 2 inches wide. Minimum web thickness of /8 inch. Adhesives used shall be as described in the quality manual approved _-__-._.__._______.__.- __-._-__ .-.____-_..______._ ...�_____________-___ _._ _ ___._____�_.___-.______ _ �Q J Ef O by APA. 16 15-1/8± 1/8 `� R �r 'A SCALE: (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 19.2 18-1/4 1/8 1/4'1' 1'-011 (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more - - r ' 1 Noee7 "' SHEET NUMBER: than 4 inches from ends of Batts.Use minimum of 15 l,-inch-,1812-,and 23-inch-wide insulaton batt when I joist spacing is 16 inches, 19.2 inches and 24 inches on center,respectively. as e a own a s s oa ypsum \ FOUNDATION PLAN - WALL DIMENSION & GIRDER PLAN Gboard longthhbovF provide let 1/4"beag oop obottom flange each as rinn the top the bottflanin eh I-joist installed. 117 •+'�r 1 � Z to Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and1� k� similar openings or penetrations shall be permitted. A101 (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. % Scale: 1/4" = 1'-0" OA A- 1 0 1 (B) [-joist:Installation in accordance with Section 4.0 of this report. Maximum 19.2 inches on center spacing. Minimum flange size of 1-1/8 NOTES: Pp a� FIGURE 7-FIRE PROTECTION.MINERAL WOOL INSULATION inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved �SSIJ 1. DOUBLEJOISTS UNDERALL PARALLEL PARTITIONS by APA. (C) 1-layer of/2-inch-thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards,installed on the top of the bottom 2. INSTALL SOLID BLOCKING IN FLOORJOISTS 8'-0"O.C. flange. Mechanical fastener 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 gypsum and the I-joist web shall be permiited. ALL GIRDERS ARE DROPPED UNLESS OTHERWISE NOTED Note: Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. VERIFY DEPTH TO GROUND WATER JAMES J DEERKOSKI, PE FIGURE 8-FIRE PROTECTION:%-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 Services,Town Building Departrnents,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 77r�� _- - OF NEW YORK STATE, AND 'THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME DI [ K0�..:- 1-1 "E" ARM CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DESIGN & ENGINEERING DPC NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 72'-11 FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI f ARM DESIGN AND ENGINEERING DPC ALL SIMPSON HANGERS HAVE' BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY " , " 9 " EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. -5 11-9/s" -6 10-4/6 -5/6 3-10T2 2-02 16-1X2 5-4" 16 L113RARYAVE. 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@DASTUDtONT.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 PLATES E N G I N E E R I N G 4 SHEATHING TO BE NAILED TO TOP PLATE structural engineering services " consulting I NO SUBSTITUTIONS JAMES J.DEERKOSKI P.E. All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- a 1 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 Tie. No Substitutions are Approved or Authorized. Due to the Relationships of Framing Hardware to the other Components of the Structure, any d 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. These drawings and specifications including the ideas,design 91 6" and arrangements represented therein,are the property of C. I No part thereof of shall be opieDesign Engineering, d d sclosed toothersP 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. I I DECK I PfIO TBD I ( I I WORK NOTES: '-o TW21046 TW21046 Fmi 980 46 -D 3080 1 PANEL DOOR TW210510 TW21D510 FWG 8080 Bider CD " I , 1 " N c.1 . .................. 0 2 I - 2'-B" '_0"'1' 3'_2"5 Q 21'-0" o POWDER R M ' �'/ n 2 CAR GARAGE W _ _ - VERIFY PREFABRICATED FIREPLACE MODEL ��2" `—�® 6 as ce VERIFY ALL DIMENSIONS CM i N F ce s INSTALL AS PER MANUFACTURER'S N SPECIFlCATIONS AND NYS CODE I OFJBEPLACE - SINK - ISLAND- — " o 9 VERIFY ALL FINISHED MATERIALS LIVING ROOM DINING ROOM -0 2 4 = AND CLEARANCE TO COMBUSTIBLES V-1 r CEWNG HOGHT r-1 r CWNG NOW a � AS REQUIRED BY NYS CODE KITCHEN - — — — — - s'-,r muNc t�cHr MUDROOM_I u' 2" N -1 r COOK HOCH?- PULL DOWN STAIRS 2 CAR GARAGE a o s �m W � I '- N (-ff3 - " 16'-9Y" 10'-9" 3'-3" ' " " SLOPESIABTOOVEIit-RN7�2 - - - - - - - BEARING WALL DROPPED HEADER BEAR9JG WALL HEAD C3ABA�3E DOORS o ISTA 7S PANTRY o 2-1 UP S, o I 1_1 r IHlNG HE�HT N HOME OFFICE I i� It'-1 rCOLNG HEIGHT`.3 FOYER "' PROJECT: c� N� / 9'-1 r CEWNG HEIGHT ,,�- I � e N N o ENTRYCL E��T�" SM '-0" '-6Y" 7'-5 z I - ET — — — W I 1 0 31'zg14'l !FADER o I " M TW210510 TW210510 — — — '-9 _, 3'- i TW21sto Tw21 510 TW21 5t0 PROPOSED RESIDENCE FOR i I JNS DEVELOPMENT C=> COVERED PORCH o BUIE!TOW MOUNT DEAULAH FE] I SOUTHOLD, NEW YORK 12" HBikG 12" HB&G 12" HBG 12' HBG I I I I I DRAWING TITLE: FIRST FLOOR PLAN 7Y" '-9" L1011" t '-9» 7 DIMENSIONS SET: ISSUED FOR: DATE: PERMIT SUBMISSION -October 9th, 2019 10'-5" '-11" '-11" '-5 '-11}x" '-11 '- 10'-6" 10'-11r2 - 2C-10" '-10" 20'-10" 72'-11 NOV - 4 2019 SEAL: DATE: October 9th, 2019 FIRST FLOOR PLAN -WALL DIMENSION PLAN Al SCALE.4�1 -1•d OF NF PROJECT NO: All interior headers not noted are to be 3r x 9Y2" LVL Header �� E,�, 0 2019 -43 �_� ,-r' 'O � All headers for 8 tall units in 9 walls and 7 tall units in 8 walls shall be � x 7Y," APB Headers N DRAWN BY: ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION LIVING SPACE - 1263 s ft m CMA ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION q CHECKED BY: cZn :' . PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS �° o,;$ �� JJD O:?�SSION �-� SCALE: ,- FRONT PORCH = 104 sq ft SHEET NUMBER: - 1 0 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 WORKMAN. © DEERKOSKI t 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 DR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME r r \ L '" Cfil�'Qc ".I +�Rfv9 F_NGIN CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DrrFCN & rEf INf arc NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS pEERKOISKI ARM FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DESIGN AN❑ ENGINEERING DPC ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 16 LIBRARY AVE. SUITE C EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. WEETHAMPTONI BEACH NY 1197E SHEATHING NOTES: -507 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST ENGINEER RECOR1 CPA 6A=TU DIONT.COM ER OF RECORD: & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONF AND TWO 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) SHEATHIVG TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE strN G N E E R I N G ucturd englneenng seances • corxulfing NO SUBSTITUTIONS JA.MESJ.DEERKCBhIP.E. All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- 16 LIBRARY AVENUE,SUITE C.W'ESTHAMPTCN BEACH,NY 11978 Te. No Substitutions are Approved or Authorized. Due to the Relationships of Framing Hardware to the other Components of the Structure, any OWNERSHIP&USE OF DOCUMENTS: Framing Hcrdware 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 speelficabcns Including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Desigln&Engineering,DPC. No part thereof shag be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared writhout written consent. Drawings&specifications,as;instrucments of professional service,are and shall remain the Property of the engineer. QPAT WORK NOTES: CENTER OF F YER ODORS CENTER OF WINDOWS CENTER OF HALLWAY CENTER OF BA N'-4 1'-4` 4` 1'-4' 1'-4' t'-4" '-4" '-4" '-a _4>- FT- T ' 4' t' 4' 1'-4' '-4" '-a' '-a• �t'-a-TB" '*1-�"*t-�'•+(,9' T'-4'-{ �L TW21046 TW21D46 FWIf 980 6 3080 1 PANEL DOOR TW210510 TW210510 FWG 8060 sr& I 3reii'ti KAin 3rdy L LEAD B I 51'x III"LVL HEADER 51'x„I`LVL HEADER 5j'x 111"L HEADER 3j'd'LVL IGEIR SHEAR WALLS N POWDER RM y rn VERIFY PREFABRICATED FIREPLACE MODEL �" I I I I : VERIFY ALL 389ONS K NSTALL AS PER MANUFACTURER'S `� `^ OF�JREP - - ISLAND- SPEDfICA11ONS AND NYS CODE VERFY ALL FMI9+ED MATERIALS A., LIVING ROOM N LDINING ROOM 9 o 02 AND CLEARANCE TO COMBUSTIBLES 9'-1 r t:ELNG Wisia F-1 MLNG W"T `s KITCHEN Z — AS REQUIRED BY NYS CODE J N �3 i N _ x10 Q f i Rv " r 0 U I RILL DOWN STAIRS 14- 2 CAR GARAGE SHEAR WALLS 13 Me (2)2'x10— JV MUDROOM -� PRONDE 5/8"FRE RATED SHEETROCK AS REQURED BLO M 11"TO am �� BEARIk AALL --- xir LK 4111-ILa READER &WING MRL NFAEER EEA RIIC AA1 i1 M GAUM DWU 3}'.4 lN.KATJI x cus SEW EDT PANTRY HOMEOFFICE UP ST IRS g_1 r 1EILM Noon s-1 r aA1Nc Huaff c %r WN PROJECT: � FOYER I C-i - 9F-1 r s ID01T 9r SHEAR WALLS ENTRY CLOSET Lw NrA�R K p w � � TW210510 TW210510 PROPOSED RESIDENCE TW210510 TVY21051D TW21051D FOR I 3�'x„l' VL HEADER g JNS DEVELOPMENT zs� �� SII COVERE 3 PORCHI �1 MOUNT BEAULAH HIM a a g SOUTHOLD,, NEW YORK 5#"x9LVL�ROPPED HDR le HUG 12"HIM 3}'x Ill'LVL FLO HDR 12 HB G 12 HB DRAWING TITLE: FIRST FLOOR PLAN STRUCTURAL CENTER OF FOYER SET: ISSUED FOR: DATE: PERMIT SUBMISSIONJ-October 9th,2019 SEAL: DATE: 1 FIRST FLOOR PLAN-STRUCTURAL FRAMING PLAN October 9th, 2019 1 / 103 SCALE:4R='P-OR PROJECT NO: nF NE14,Y 2019-43 All inter'Ior headers not noted are to be 3rx K LVL Header O All headers for B' tall units in 9' walls Ord 7' tall units in B' walls shall be 5" K 7r APB Headers ^�� n ER�o ,Q� DRAWN BY: CMA ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION NECKED BY: ALL INTERIOR WALLS& CEILINGS ARE TO HAVE SOUND INSULATION CY JJD PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS NOV 2 5 2019 2 Z SCALE: N 3 ' 1/4"= 1'-0" F� o ,pSHEET NUMBER: ��TESSION� A-1 03 D EE R KOS KI+AIR M 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. © 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 r 0!71 1 J ARM CONSTRUCTION MANUAL (WF-',M) FOR ONE AND 7WO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DESIGN Fx ENOINEERING DPC NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DEERKOSKI -}- ARM DESIGN AND ENGINEERING ORO 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 7 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11976 SHEATHING NOTES: 20'-10" '-10" 631-767-6C71 CRAIG(�DASTUDIDNT.COM 20'-10" 21'-5Y" ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 2 & PAPER ASSOCIATION (AF Se PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 10'_5" 10'_5" '-11" '-11" 1.C_5" 10'-5" ENGINEER F 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 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— I JAMES J.DEERKOSKI P.E. Tie. No Substitutions are Approved or Authorized. 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: TW21052 TW21052 TW21052 TW21052 TW21052 TW21052 GAMBREL FLY RAFTERS 3r"gv LVL HEADER GAMBREL FLY RAFTERS 3'x 4'LVL ODER GAMBREL FLY RAFTERS 3rdT LVL HEADER GAMBREL FLY RAFTERS e-1 r HALL HEIGHT 8-1 'WALL DIGHT I I I ISill — — — — — — — M SM 1' N 10-11• 12'-31� �t" 1 ,• N / I MASTER BATHROOM 2-B• -� I / T-1 r MMIC HEIGHT BATHROOM -0' 3'_11t' BEDROOM 2 b / V-1 r MUNG Hwff / 2670 / I 2670 BEDROOM 1 B' / I V-1 r cmw HEll;fn I 10'-2Y4" S-33' 32 1' 8" 1' 3_19T t. 5D70 / I O / 5070 BI Ass DCLOSET NNCLOSEToCLOSET 9'-1 r t alc HEIGHT 9'-1 r CaLNC HEIGHT Q V SET CLOSET N - - -- - - - - - -- -- - -<a IONAL LINEN S DOORoO 28 00 !s `` 1o'-Z 4 \\ oo \\ \ N BALCONY I LANDING \ i .�, BEDROOM 3 �_1 r�,,G��T 9'-1 r CEILMG HEIGHT \ � ST IRS \ 141 D WN T \ PROJECT: II OR WA SHE CD% $11 MrTERIOR WALL SHEATHED CD% \ MASTER BEDROOM 1 � _ r CAMG lflGHf -1 WALL HEIGHT -1 WALL H13EUT ' \ \ 3rxWLVL HEADER `o �2 -- - -- - - - - - - - - - - - - - - - - - - - - - - -- � I TOD12 TW21052 I GAMBREL FLY RAFTERS J?dT LVL HEADER GAMBREL FLY RAFTERS PROPOSED RESIDENCE TW21052 TW21052 FOR JNS DEVELOPMENT I N '-111¢' '-11}¢' MOUNT BEAULAH ft I I SOUTHOLD, NEW YORK 56 _I I GAMBREL-WR"RAFTERS 3r"W Lill HEADER GAMBREL FLY RAFTERS I I I TW21052 I TW21052 I I DRAWING TITLE: I I I I SECOND FLOOR PLAN I I I DIMENSIONS I SET: ISSUED FOR: DATE: PERMIT SUBMISSION -October 9th, 2019 20'-10" '-10" 20'-10" 21'-5 72'-1V SEAL: DATE: _ SECOND FLOOR PLAN -WALL DIMENSION PLAN October 9th, 2019 ,Al 04) SCALE.4 -1.0 PROJECT NO: All interior headers not noted are to be 31"x 92 LVL Header 2019 -43 All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be � x 7Y" APB Headers DRAWN BY: ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION pF NES CMA ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION s nr� 0 CHECKED BY: JJD PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALL ,► SCALE: m w 1/4"= 1'-0" i SHEET NUMBER: LIVING SPACE -1317 s ft ��A a 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 r \ CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DESIGN to ENGINEERINCx DPc NOTE: ALL ROOMS MEET OF' 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. 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@DASTLJDIONT.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 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. 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" GAMBREL FLY RAFTERS 3r'w L%HEARER GAMBREL FLY RAFTERS 3rxW I VL HEADER GAMBREL FLY RAFTERS 3r>W LYL HEADER GAMBREL FLY RAFTERS 9-1 f vAD41ciGHT s� 8- ALL HflGliT 20 16"oc SM 2xB 016"ocI �� ,16"0c SM 2x8 016"oc — — — — — — — — A RS RAFT I ERS RAFTERS ' � f CD .— 2x8 CEILING JOISTS 016"oc " — — — — �•� 'any SET 0 9' mI 2x8 CEILING JOISTS 016"oc SET 0 9'-1 IV BEARING — -� PONT o POINT MVE BABOVE io z -- 2x8 CEILING JOISTS 016"oc I 2x10 016"oc N SET 0 9'-1 �' RAFTERS 2x8 CEILING JOISTS 16"oc z SET 0 9'-1 o 2x8 016"oc o RATRS 4 I 4 `� " m ; �Ce �— 2x8 CEILING JOISTS 016'oc ST RS 2x8 CEILING JOISTS 016"oc ai — a `D N SET 0 9'-1 i' D WN I SET 0 9'-1 i I b I PROJECT: M IRROR WAtL SHE �� " -1 N IGHT - ALL DIGHT I I �- _ 3rdTU HEADER - - - - - -- - - - - - — — — — — — — — — — — — — SM � GAMBREL FLY RAFTERS ?x99 LVL HEADER GAMBREL FLY RAFTERS PROPOSED RESIDENCE FOR 1 4 1 4 " CENTER OF STAIRWELL WINDOW 2x8 016'oc J N DEVELOPMENT 2x6 016 oc 2x8 016 oc RAFTERS RAFTERS RS MOUNT B EA U LA H " 2x8 016"oc 2x8 016'oc 2x8 016"oc SOUTHOLD, NEW YORK RAFTERS RAFTERS su RAFTERS R� AFTERS GAMBREL FLY RAFTERS JrxW LVL HEADER GAMBREL FLY RAFTERS DRAWING TITLE: SECOND FLOOR PLAN STRUCTURAL SET: ISSUED FOR: DATE: PERMIT SUBMISSION -October 9th, 2019 SEAL: DATE: October 9th, 2019 SECOND FLOOR PLAN - STRUCTURAL FRAMING PLAN ;A105) �„_ SCALE.q -1--0" PROJECT NO: All interior headers not noted are to be 3�"x W LVL Header 2019 -43 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 F NEtj, CMA CHECKED BY: ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION P C-) vr_�k�o p�� J JD PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS SCALE: = 1'-0.. 1/4" y ` Z SHEET NUMBER: SOA lJ 2�r�4 ��C� °�S N�� 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 WORKMIAN. © OEERKOSKI •1- 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 Am OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME D rE=wFzi-co m-' + p CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DEF_IGN £A ENSINEERINr; 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. 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�DASTLJDIONT.COM & PAPER ASSOCIATION (AF & Pik) 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 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. 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 fcr 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: CR 125 CN 125 26 Rafters 616 o.c 3rxfllf"Ll I.HEADER 3rdif L t HEADER 2x6 Rafters 616 ox -------- ---- ----------- — DBL RFTR I I - I I DBL RFTR 2x8016'oc X 2x8616"oc I E— 24 616"0c 2x8016'oc - - - - - - - - - - - - — — — — — — — — — — — — — II RAFTERS RAFTE ' �PJYI,I AFTERS RAFTERS 2x6 16 0C — — _ 2x6 616'oc COL TIES COLLA TIES 616" + I 2x8 616"oc RAFTERS I I I RAFTERS Al /D I I - �} DBL XM q� ARC CCES 1rx 11r LVL RIDGE �, I 1 >�11P LVL RIDGE \ ACCESS HATCH DBLUSI 2x10 016'oc RAFTERS I I 2x8 016'oc // ® ao. 2x6® 6"ocRAFTERSCOLLAR TIES y� PROJECT: I I I I I I I RAFTERS RAFTERS RAFTERS 2x6 616"oc 2x8 016"oc 2x6 016'oc DBL RFTR _ - - - - - - - - - - - - - - - - - - - - - - - - - 2x8 ' ox IPROPOSED RESIDENCE 3rxgL k HEAD 2x8 Rafters 616 o.c 26 16"oc CH FOR C� TIES JNS DEVELOPMENT 28 016'oc MOUNT BEAULAH DBL RFTR RAFTERS RAFTERS SOUTHOLD, NEW YORK 2x8 Rafters 016 o.c 2x6 616"oc 2x8 016"oc - -� 2x8 Rafters 616" .c 3rxaT L L HEADER CN 125 DRAWING TITLE: ROOF PLAN ,-s1;, '_V4 SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 SEAL: DATE: October 9th, 2019 SECOND FLOOR 1 MAIN ROOF - STRUCTURAL FRAMING PLAN ,A1 06 111 SCALE.4 -1-0 PROJECT NO: All interior headers not noted are to be 3j"x 92* LVL Header 2019-43 All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be V2* x 7%, APB Headers DRAWN BY: ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION OF NELV y CMA ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATIONnEf� 0 CHECKED BY: PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS JJD a * SCALE: t u1/4"= 1'-0" ur SHEET NUMBER: (-))tA 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 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 & ENGINEERING DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11976 631-767-6071 CRAIG DASTUDIONT.COM ACO Treated Roof Shingles ENGINEER OF RECORD: WHITE AZEK TRIM KIM E N G1 N E E RI N G structural engineering services • consulting JAMES J.DEERKOSKI P.E. El 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 service,are and shall remain the Property of the engineer. WORK NOTES: HALF ROUND ALUMINUM GUTTERS RED CEDAR SHINGLE SIDING WITH 6" EXPOSURE Loa ❑ BLUESTONE TREADS WHITE HB&G COLUMNS WHITE AZEK TRIM STUCCO RISERS FRONT ELEVATION PROJECT: PROPOSED RESIDENCE FOR ACO Treated Roof Shingles WHITE AZEK TRIM J N S DEVELOPMENT MOUNT BEAULAH �... SOUTHOLD, NEW YORK HALF ROUND ALUMINUM GUTTERS � DRAWING TITLE: RED CEDAR SHINGLE SIDING WITH " EXPOSURE ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 HALF ROUND ALUMINUM GUTTERS RED CEDAR SHINGLE SIDING WITH " EXPOSURE I SEAL: DATE: October 9th, 2019 PROJECT NO: LL 2019 -43 DRAWN BY: CMA ^� OF NEW CHECKED BY: y JJD C9 UEEFrf �� SCALE: 11-011 SHEET NUMBER: 2 REAR ELEVATION �,,, :� �� A� -S IC) �� A-201 DOB NUMBER: OF JAMES J DEERKOSKI, PE © OEERKOSKI + ARM DESIGN AND ENGINEERING DP � DESHGN & ENGINEERING DPL', DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 CRAIG@aDASTUDIONT.COM • ACO Treated Roof Shingles ENGINEER OF RECORD: i I I E N G I N E E R I N G structural engineering services • consulting JAMES J.DEERKOSKI P.E. WHITE AZEK TRIM 76 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. 'EL FH Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. WORK NOTES: HALF ROUND ALUMIN\CUTTERS----., RED CEDAR SHINGLE SIDING WITH n EXPOSUREI I: BLUESTONE TREADS WHITE HB&G COLUMNS STUCCO RISERS LEFT ELEVATION PROJECT: PROPOSED RESIDENCE FOR ACO Treated Roof Shingles J N S DEVELOPMENT MOUNT BEAULAH SOUTHOLD, NEW YORK WHITE AZEK TRIM DRAWING TITLE: ELEVATIONS -AS NOTED SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 HALF ROUND ALUMINUM GUTTERSRFD CEDAR SHIKIE SIDING WITH A FXPDqJRF e SEAL: DATE: FH Fuln M FP M M FR October 9th, 2019 PROJECT NO: 2019 - 43 DRAWN BY: CMA OF N� CHECKED BY: A DED ��0 SCALE: JJD 114" m 4 w SHEET NUMBER: oA 72 A_202 frU I NPS 2 RIGHT ELEVATION DOB NUMBER: OF JAMES J DEERKOSKI, PE © OEERKOSKI + ARM DESIGN AND ENGINEERING DP REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS r�.�� 1��'1-1 ' RM ❑ESIGN die ENGINEERING DPC REFER TO FOUNDATION DETAILS F "' : : X 20''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 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,-� ENGINEER OF RECORD: cRA1G DASTUDIONT.COM TOP OF RIDGE BEAM Insulation Specifications; AF Ridge x 11-7/8"LVL Ridge beam (VERIFY LOCATION) . [lot-Roof unvented attic): R-30 4.5"closed cell foam E N G I N E E R IN G Ridge Vent(Verify ventilation Requirements) ( ) • Floors above unconditioned basement: R-30 (4.5" closed cell foam) structural engineering services • consulting 18"ACQ Treated tilati sawo Shingles q reexp. Floors above unconditionedgarage/cantilever s pace: R-30 batt Cedar Breather or Approved Venti►anon Board(as required) 2x6 Collar lie A 6 oc 1 Ice and Water Sheild • Exterior above grade walls: R-27 (2"closed cell foam + R-15 un-faced batt) JAMES J.DEERKOSKi P.E. 5/6 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 0 Deerkoski+Arm Design&Engineering,DPC. -°" No part thereof shall be copied,disclosed to others or used in 3-1/2" z 9-1/2" Rafter Header tVERIFY LOC ) ` ; ' �' I•ioist d connection with any work or project other than for which they N Teco to Double Rasters have been prepared without written consent. (2)2'x 10" Rafter Header(VERIFY LOCATION) -,-' Teco to Double Raters 5-1/4"z 16' FLUSH HEADER(CONTINUOUS) ► Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. 2x6 /2x4 STRONG BACK \` Mineral wool insulation 4 1/2" '• WORK NOTES: 2x6 Ceding Joists @ 16'oc. Prp7 0.• '::, (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (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 0 inches thick x 2 inches wide. Minimum web thickness of inch. Adhesives used shall be as described in the quality manual approved R-50 InsulationType 'X'Gypsum Wall Board on All Walls and Ceding by APA. TOP OF PLATE 2nd FLOOR (C) Mineral wool batt insulation:Minimum 2.5 Ib/fts(nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag r: (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-,18'/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, \\NBASED ON r-0"INTERIOR DOOR HEIGHT qo 19.2 inches and 24 inches on center,respectively. ^ DOOR SHOWN FOR GENERAL HEIGHTS '` :\ Note: a Penetrations oropenings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,s e —j REFER TO SOFFIT dt FASCIA DETAILS similar openings or pnetrtions shall be permitted. speakers,drainage,.piping and FiI I FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION III 18'ACO Treated Tappersown Shingles 0 6"exp. Cedar Breather or Approved Ventilation Board (as required) 151 FELT I � SECOND F 5/B"CDX Plywood Sheathing II2x8 Rafters- 16"oc• I � R-25 hlsula an � � I 1 III I _ III I z R-19 Fiberglass Batt Insulation rn I R-19 Fiberglass Batt Insulation II 3/4' finished floor R-19 Fiberglass Batt Insulation N 3/4' finished floor 1-3/4"x 11 7/8"LVL Box beam 3/4 CDX TkG Subfloor Provide Half Round Gutters — F TOP OF SUB FLOOR(2nd FLOOR) \ 3/4" plywood Note: AN Gutters are to Drain to z r subiloor- typical Drypells Provided by Building Contractor TJI 230 z 1 016'OC TJ 230 x 11 ®16'OC ^� L-1'-6" TOP OF PLATE (1st FLOOR) _ rx 4" Fascia — r x 8' Fascia S� BASED ON ANDERSEN YNNDOW EXTERIOR HEIGHT � ' V-Groove Soffit DOOR SHOWN FOR GENERAL HEIGHTS I _ — _ REFER TO SOFFIT&FASCIA DETAILS TJ 230 x 11 16"OC rx6" Frieze Board I rx4"Frieze Board Packing R-19 Sound Insulation I R-19 Sound Insulation ted 18' Cedar shingles 0 51/2' exposurei = ACQ sill pressure res Air Infitratwn BarrierI - PROJECT: t � Type Gypsum T e" " I I I Termite shield on fiberglass Wall Board on 1/2 CDX Sheathing All Wd C 2x6-16" oc Wall Studs Walls aneifing sl - yptca G.W.B. w/Vapor Border II I I 2" 2" PROPOSED RESIDENCE DO (2) j15 bars — FOR FIRST FLOOR II' I o JNS DEVELOPMENT 1/2" da. Anchor bolts, 18' long, I 24'oc, 12" max. from corners MOUNT B EA U LA H SOUTHOLD, NEW YORK Ii R-19 Fiberglass Batt Ins lation i N ALL SPLICES ARE TO BE A MINIMUM OF 40 x BAR DIAMETER 3/4" finished floor R-19 Fiberglass Batt Insulation Ili — — _J I DOUBLE JOIST BELOW ALL 3/4' CDX TdcG Subfloors DRAWING TITLE: PARALLEL WALLS(TYP) TOP OF SUB FLOOR(1st FLOOR) INSULA]lON TJ 230 z 1 �' 016'OC TJ 230 11 r 016' X R-30 INSUTATION CROSS SECTIONS & DETAILS R-31)— J FOR STANDARD HEIGHTS x6 pressure trecileal 2 z 5 pressure treateu TOP OF FOUNDATION o ACO sill plates 5 'x 11�C APB GIRDER 51¢"z 11W APB GIRDER ACO sal plates — X #5 bars®24' oc SET: ISSUED FOR: DATE: sal sealer- typical s11 sealer- typical 2' GRADE vertical stirrups 2) #5 bars 3)"DIA STL COLUMN (2) 15 bar � � PERMIT SUBMISSION - October 9th, 2019 GRADE Q " BASEMENT " " 0 1/2 dia. Anchor belts, 18 long, 1/2 ells. Anchor bolts, 18 long, m Cr 24" oc, 12' max. from corners 24'oc, 12' max. from corners _ g t15 bars®24"oc >v Co horizontal LZE • I -c • M " 15 bars 0 24"oc ; r15 bars®24'oc e o vertical stirrups vertical stirrups m 15 bars 0 24'oc #5 bars 0 24' oc t?s horizontol horizontal ,,, Waterproofing (2) 5 bars 4"CONCRETE SLAB do 6 MIL Poly 2 poured concrete floor slob SEAL: DATE: ON VAPOR BARRIER 24 x 24" X 12 CONIC FTG COMPACTED GRAVEL FlLL OR with (4) 15 BARS- 6" oc 2' 1' 1/2" expansion joist between poured October 9th, 2019 2) J5 bars CLEAN SAND (BOTH DIRECTIONS- TIP) (2)#5 bar concrete floor slab and all walls- typ. 2" 2' 1/2'expansion Joist between poured 1/2" expansion joist between Pour 2" 2' BASEMENT SLAB HEIGHT concrete floor slab and all walls- typ,RAVMFNT.SlHEIGH concrete floor slab and all walls - typ. • PROJECT NO: 4"PC SLAB 2019 -43 5 burs ®48 oc Clean compacted sand 5 bars @ 46"oc '* ^ DRAWN BY: >� it 5 bars 0 48 oc ;z,.•• • vertical stirrups vertical stirrups vertical stirrupsCMA (—t'_s• 00 15 bars- 48'OC • • • • • • • • #5 bars - 48"OC I_s_� • • `, sand �F N�I'V y CHECKED BY: 6" Clean compacted Excavate and Deepen Footing Excavate and Deepen Footing as Required for Bearing on as Required for Bearing on CO Df k� O� JJ C) Stable Material Stable Moterrol L-1 . o ,_6"� bars- 48'OC * * } . �. * SCALE: r^ 7 1/2" 1�-0" 18" x 8"CONCRETE FOOTING `u with(3)15 BARS- 6"oc(the long way) yd,� �" SHEET NUMBER: ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY with¢5 BARS - 48'oc(the short way) �,o ?25, 18" x 8' CONCRETE FOOTING 18" z 8" CONCRETE FOOTIN S A-301 with(3) 15 BARS- 6' as (the long way) with (3) 15 BARS- 6' oc (the long way) TYPICAL CONCRETE WALL DETAIL with 15 BARS- 46'oc (the short way) with 15 BARS- 48'oc (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 CSE?}vim EEI 'R' ARM ❑E1tGN fr ENGINEERING DPC REFER TO FOUNDATION DETAILS 20-10' 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 OASTUOIONT.COM ENGINEER OF RECORD: 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) E N G I N E E R I N G 18' ACO Treated Tappersawn Shingles 06"exp. • Floors above unconditioned basement: R-30 (4.5" closed cell foam) structural engineering services • consulting • Floors above unconditioned aracre/cantilevers ace: R-30 batt 2x6 C Ilar Ties®16 oc Cedar Breather or Approved Ventilation Bond(as required) g b p Ice and Water Sheld 0 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 TIE 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 '_0• 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 3-1/2" x 9-1/2" Rafter Heady(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. [�'26/20 STRONG BACK o� ids WORK NOTES: +� 41/2' 'L . ® 2zB Ceiling Joists 016'Dc. O 12' " TOP OF PLATE (2nd LOOR) Type'X' Gyp m Wall Board on All Walls and Ceiling R-30 Insulation Fo N O REFER TO SOFFIT&FASCIA—DET—&-!S] I R 18' ACQ Treated Tappersawn Shhoes ®6'exp. Cedar Breather or Approved Ventilation Board(as required) R-25 Insula on 15#FELT -I 5/8'CDX Plywood Sheathing 2x8 Rafters- 16"oc. BEDROOM#3 SECOND FLOOR 0:) I I I r I 3/4' finished floor 3/4'CDX T&G Subfloor 1-3/4" x 117/8'LVL Box beam TOP OF SUB FLOOR(2nd FLOOR) � Provide Half Round Gutters Note: All Gutters are to Drain to ^� TJI 230 x 11 ®16' OC TJI 230 z 11 d" 016" DC ^� Drywells Provided by Building Contractor TOP OF PLATE (1st FLOOR) r_s• T r I T Wr r-s• rx 4'Fascia r x 8"Fascia U REFER TO SOFFIT&FASCIA DETAILS r V-Groove Soffit �- N'Frieze Board -19 Sound Insulation R-19 Sound Insulation —rx4" Frieze Board Packing 18'Cedar shingles 0 5 1/2'exposure PROJECT: Air Infiltration Barrier )C Type'X'Gypsum Wall Board on 1/2'CDX Sheathing Al Walls and Ceiling 24-16' cc Wall Studs )C G.W.B. w/Vapor Barrier STAIR LANDING �i PANTRY OFFICE PROPOSED RESIDENCE FOR FIRST FLOOR JNS DEVELOPMENT -19 Fiberglass Batt Insulation MOUNT B EA U LA H SOUTHOLD, NEW YORK R-19 Fiberglass Batt Insulation R-19 Fiberglass Batt Insulation 3/4' finished floor /4'CDX T&G Subfloor . DOUBLE JOIST BELOW ALL DRAWING TITLE: TOP OF SUB FLOOR (1st FLOOR) PARALLEL WALLS(TYP) R-30 INSULATION 0 x 11 16' 0C TJI 230 1 �" Is" oc "� R-30 INSULATION I CROSS SECTIONS & DETAILS ri - z pressure reo e x ^pressure treateu t— To ACsill plates 5 " x 11W APB GIRDER W2' x 11W APB GIRDER ACO sill Plates — 12. 1[tX—Trmilp qhigrl nn Nifyoriss Tprmifi-- �A�Sll sealer- typical sill sealer- typical 2' GRADE FIRE PROTECTION AT FLOOR SYSTEM SET. ISSUED FOR: DATE: 2) #5 bars " BASEMENT DIA STL COLUMN " (2) #5 bar ,., PERMIT SUBMISSION -October 9th 2019 Mineral Wool Insulation 1/2" dia. Anchor belts, 18 long, i/2 dia. An bolts, 18' long, 24' oc, 12'max. from corners 24"oc,12' max. from corners Floor sheathing x 2v m A � X I•IOISt o AVERAGE EXISTING GRADE o Q b Mineral wool insulation • #5 bars 0 24'oc 15 bors 0 24'oc12 a vertical stirrups vertical stirrups F? (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. ~ (B) I-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-'/s 15 bars®24"oar 15 bars 0 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 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'x 24'X 12"CONIC FTG $mss ASTM C665 Type 1 compliant)Installed as shown With insulation star wire ON VAPOR BARRIER ( Yp P� )� y supports spaced no more than 24 inches apart and no more with 4 5 BARS- 6 oc 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, October 9th, 2019 COMPACTED GRAVEL FILL OR )# Q 19.2 inches and 24 inches on center,res ectivel I CLEAN SAND (BOTH DIRECTIONS- TYP) p Y• 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' Z" 1/2" expansion joist between poured 1/2' expansion joist between pour 2 2' similar openings or penetrations shall be permitted. concrete floor slab and all walls- typ,RAnFNTIS, concrete floor slab and al walls - typ. FIGURE 7—FIRE PROTECTION;MINERAL WOOL INSULATION PROJECT NO: 4' PC SLAB 2019 -43 #5 bars 0 48' oc 5 bars®48'oc — • • vertical stirrups Clean compacted sand # vertical stirrups • • \ OF NEW DRAWN BY: CMA —i'_s• #5 bars- 48'OC 15 bars- 46 OCi'_s_f r� ��I DFE �1► CHECKED BY: Excavate and Deepen Footing Excavate and Deepen Footing O� as Required for Bearing on as Required for Bearing on t- * JJD Stable Material Stable Material ' '� SCALE: LJ z 1 1/2"= 1'-0" �p4 0 2 � �� SHEET NUMBER: ENSURE A IJINI�UMI OF 2000 PSI SOIL BEARING CAPACITY 'POF Nr� _S A-302 18'z 8"CONCRETE FOOTING 18' z B'CONCRETE FOOTING with(3)15 BARS- 6' oc(the long way) with (3)15 BARS- 6' cc(the long way) with #5 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 11E DOWN DETAILS © D E E R K O S K I + ARM DESIGN A N o ENG 1 N E E R I N G ORE REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS _ \ � EEr-r3cm + Apm FJ-� pr DF_£iICN &c ENGINEERING DPC REFER TO FOUNDATION DETAILS 2°'1D• VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI -I- 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 11978 -11• -it' REFER TO EXTERIOR TRIM DETAILS 631-767-6071 CRAIE3 DASTUDIONT.COM g' ENGINEER OF RECORD: Insulation Specifications: r 3-1/2"x 14' LVL Ridge beam (VERIFY LOCATION) Ridge Vent(Verify ventilation Requirements) • Hot-Roof(unvented attic): R-30 (4.S closed cell foam) E N G I N E E R I N G 16'ACD Treated Tappersawn Shingles®6 exp, • Floors above unconditioned basement: R-30 (4.S" 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 Sheild • Exterior above grade walls: R-27 (2"closed cell foam + R-15 un-faced batt) JAMES J.DEERKOSKI P.E. 5/8' COX 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 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of -0" eer oskl+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) 3-1/2" x -1/2' R Iter Header(VERIFY LOCATION) have been prepared without written consent. Teco to Double Rafters Teco III Double Rafters Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. 4 1/2' QY`�S 26 20 SPAGACK. WORK NOTES: ' 066ha Ceiling Joists 016'oc &` R-30 Insulation 12 Type"X" Gypsum Wall Board on All Walls and Ceiling MASTER BEDROOM REFER TO SOFFIT&FASCIA DETAILS � �, R le ACO Treated Toppersawn Shingles 0 6'exp. Cedar Breather or Approved Ventilation Board(as required) 151 FELT 5/8'COX Plywood Sheathing J — 2x8 Rafters- 16"oc, R-25 Insulation MASTER BEDROOM / I � 3/4" finished floor 3/4' finished floor 3-1/2"x 11 7/8'LVL Box beam / J 3/4"COX T&G Subfloor 1-3/4" x 117/8'LVL Box beam 3/4"CDX T&G Subfloor Provide Half Round Gutters R-30 Insulation Note: All Gutters are to Drain to � Drywells Provided by Building Contractorlb b b R-30 Insulation R-30 Insulation fTJI 230 z 11 O 164 R-30 Insulation TJV2x6 TECO TJ 230 x 11 ®i5 OC lir JDB rx 4*Fascia 1-6• DOUBLE lir 11r JOIST 3J"x 11r LVL FLUSH HDR 1-6" rx B Fascia 5�"x 9r LVL DROP ED HDR 5�°z 9� LVL DROPPED HDR "V-Groove Soffit FALSE BOXED GIRDER FALSE BOXED GIRDER REFER TO SOFFIT FASCIA rx6" Frieze Board rx6' Frieze Board "COX PLYWOOD SHEATHING rx4"Frieze Board Packing rx4"Frieze Board Packing r V-Groove Soffit 18"Cedar shingles 9 5 1/2"exposur PROJECT: Air Infiltration Barrier 5/8'COX Sheathing 2x6-16'oc Wall Studs K G.W.B. w/Vapor Barrier CONTINUOUS TIE DOWN ROD PROPOSED RESIDENCE 2 BLUESTONE FRONT PORCH FRONT PORCH FOYER FOR }; 2'BLUESTONE J N S DEVELOPMENT 2' CONCRETE SETTING BED 2'CONCRETE SETTING BED MOUNT BEAULAH 4' POURED CONCRETE PAID 4' POURED CONCRETE PAHO SOUTHOLD, NEW YORK SLAB(3000psi) W/6 x 6 SLAB(3000psi)W/6 z 6 110/10 WELDED WIRE MESH FO/110 WELDED WIRE MESH 3/4' finished floor 3/4" plywood DRAWING TITLE: STUCCO subfioor- typical r– • r- - s, I �TJI 230 x 11r 016"OC CROSS SECTIONS & DETAILS — — ACO sill plates m #4 Reinforcing rods in poured #4 Reinforcing rods in poured op p. o concrete haunch and at top of p.c. slab x Termite shield on fiberglass concrete haunch and at of c. slob 2 9 SET: ISSUED FOR: DATE: 2 2' m 2 2' sill sealer- typical 2)15 bars (2) 15 bars #4 Reinforcing Rods at 36' oc, 14 Reinforcing Rods at 36'oc. (2) 5 bars PERMIT SUBMISSION - October 9th, 2019 W Embedded 10"into center of 6' Embedded 10" into center of 6' 1/2 dm. Anchor belts, 18 long, Concrete Wall. z Concrete Wall. m 24 oc, 12max. from corners COMPACTED BACKFILL I UNEXCAVATED Q Pre-Bent up and into Mab m Prd intoo slob � Ln (18" Vertical x 24'Horizontal) o e Vertical z( Horizontal) 2)JS bars 2• 2' BACKFILL • p3 (2)#5 bars ' J5 bars 0 24'oc 2' 2" �o vertical stirrups 15 bars 0 24' oc FOOTINGS ARE TO BE A MINIMUM OF 36" BELOW FINAL GRADE. N • vertical stirrups BEAR ON UNDISTURBED SOIL- STEP FOOTINGS AS REQUIRED. �5 bars 24"oc �5 boys - 48"OC VERIFY SOIL BEARING CAPACITY- 2000 PSI MINIMUM. 5 bars 24'oc horizontal • vertical stirrups Fli SEAL: DATE: 18" z e CONCRETE FOOTING #5 bars- 46' OC October 9th, 2019 with (3)J5 BARS- 6" oc (the long way) �1_6• (2)15 bars FIRE PROTECTION AT FLOOR SYSTEM with 15 BARS- 48'oc (the short way) with (3)jCONCRETE -- 600e(the long way) 2' 1/2"expansion joist between poured Mineral Wool InsulatilonN with 15 BARS- 48'oc(the short way) T concrete floor slab and oll walls- typ. PROJECT NO: 2019 -43 Floor sheathing #5 bars 0 48' oc DRAWN BY: r- -------� FOOTINGS ARE TO BE A MINIMUM OF 36' BELOW FINAL GRADE. • vertical stirrups CMA VERIFY DEPTH TO GROUNDWATER BEAR ON UNDISTURBED SOIL- STEP FOOTINGS AS REQUIRED. 1—i_s. 15 bars - 48" OC of NEW y CHECKED BY: VERIFY SOIL BEARING CAPACITY- 2000 PS1 MINIMUM. DEr_ 0 IM,( ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY k'�o 'A� JJ D � 1 z 8' CONCRETE FOOTING C9 8" !""i _ _. 4.. _ -_ - * +^ y it SCALE: with(3) 5 BARS-6 oc(the long way) r ��•: 1/2"= 1'-0t1 Mineral wool insulation with 15 BARS - 48'oc(the short way) � t '� w _ SHEET NUMBER: (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. �4A 72 (B) [-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches of center spacing. Minimum flange size of 1-1/8 A-303 inches thick x 2 inches wide. Minimum web thickness of /8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) Mineral wool batt insLltation:Minimum 2.5 Ib/ft3(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 batts.Use minimum of 151/4-inch-, 181/2-,and 23-inch-wide insulaton batt when 1-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 © OEERKOSKI -h ARM DESIGN AND ENGINEERING DP FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILSF .,E �EE�rTa'.Q:�'I'I '¢' ❑ECsir,,N & ENGINEERING DPC REFER TO FOUNDATION DETAILS VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI A R M 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 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 -11= REFER TO EXTERIOR TRIM DETAILS 631-767-6071 ORA[C3@DASTUDIONT.COM 9 ENGINEER OF RECORD: Insulation Specifications: I Rid 2 x 1(Ve 8'LVL Ridge beam (VERY LOCATION) • Hot-Roof unvented attic): R-30 4.5" 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" r B Treated Tappeo ed Shingles r)oaexp. • Floors above unconditioned arae cantilevers ace: R-30 batt Ceclor Breather or Approved Ventilation Board (as required) garage// p Ice and Water Shetld 0 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 26 Rafters– 16"oe, OWNERSHIP&USE OF DOCUMENTS: 20'-0" These drawings and specifications including the ideas,design and arrangements represented therein,are the property of -0' Deerkoskl+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)Y x 10"Rafter Wender(VERIFY LOCATION) Drawings&specifications,as instrucments of professional Teco to Double Rafters 9 P service,are and shall remain the Property of the engineer. 26 /20 STRONG BACK 41/2' WORK NOTES: 2x8 Ceiling Joists 016'oc. 6806 ® 6�% 6'* 12' R-30 Insulation— 91 1 a� r ^`\11 1-0" le ACO Treated Tappersown Shingles @ 6'exp. Cedar Breather or Approved Ventilation Board (as required) 151 FELT 202 RIDGE BEAMI 5/8'CDX Plywood Sheathing 2x12 HIP RAFTERS 26 Rafters– 16"oc, 18' ACO Treated Toppersawn Shingles 0 6"1 Cedar Breather or Approved Ventilation Board(as required) 151 FELT CDX Plywood Sheathing 2210 Rafters– 16'oc, 2x6 Ceiling Joists g 32°oc R-19 Fiberglass Batt Insulation R otti5 d's �p 16 'lx 2x6 Ceiling Joists ®32"oc °c 1-3/4"z 117/8'LVL Box beam 2x4-32"o z4-32" oc R-19 Fiberglass Batt Insulation 8'WIDE PLYWOOD FOR STORAGE Provide Half Round Gutters &I 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 TJ 23D x 11 '016'OC ^� Drywells Provided by Building Contractor FOR PULL DOWN STAIRS %I Drywells Provided by Building Contractor " ALIGN Ftisein r x 4.Fascia rx 8"Fascia r x B'Fascia r V–Groove Soffit r V–Groove Soffit "x6"Frieze Board R-19 Fiberglass Batt Insulation 'x6"Frieze Board R-19 Sound Insulation ° 5/8' Type X Sheetrock rx4 Frieze Board Packing rx4 Frieze Board Packing 18'Cedar shingles®5 1/2" exposure le Cedar shingles®5 1/2'exposure PROJECT: 'Type"X'Gypsum Wall Board on Air Infiltration Barrier Air Infiltration Barrier 1/2"CDX Sheathing 1/2'CDX Sheathing All Walls and Ceiling 2x6-16"oc Wall Studs 2x6-16 oc Wall Studs G.W.B. w/Vapor Barrier )C G.W.B. w/Vapor Barrier MUDROOM 5/8'Type X Sheetrock PROPOSED RESIDENCE MK C FOR JNS DEVELOPMENT GARAGE MOUNT BEAULAH R-19 Fiberglass Batt Insulation SOUTHOLD, NEW YORK R-19 Fiberglass Bail Insulation R-19 Fiberglass Batt Insulation 18"Cedar shingles ®5 1/2" exposure DOUBLE JOIST BELOW ALL Air Infiltration Barrier DRAWING TITLE: PARALLEL WALLS(TYP) TOP OF HOUSE SUBFLIOOROverhead Garage 9 door– 1/2' CDX Sheathing See Elevations 2x6-16'oc Wall Studs TJ 230J# @ 16'OC MR— suotion L G.W.B. w/Vapor Barrier CROSS SECTIONS & DETAILS x pressure ren e 14 reinforcing rods t I x x 11W APB GIRDER ACO sill plates pressure treated 12'o.c. each way 0 1 ACO sill plates � _ _ Y Termite shield on fiberglass SET: ISSUED FOR: DATE: sill sealer– typical sill sealer – typical BASEMENT ANDIAsn COLUMN (2) 15 bar 1/2° ilia. Anchor bolts, 18'long, 0 15 bars 6or48" ocizonial " cm PERMIT SUBMISSION -October 9th, 2019 24"oc, 12" mat from corners 24' oc, 12" max. from corners GARAGE FOUNDATION � 15 bars®48" oc UNEXCAVATED– COMPACTED RCA 8"THICK CONCRETE WALLS °° vertical stirrups 2) 15 bars GARAGE FINISH FLOOR: with 15 BARS– 48"oc(BOTH DIRECTIONS– TYP) 15 bars 0 48'oc with 2' 2' 2 5 BARS AT TOP&BOTTOM horizontal g 6 REINFORCED CONCRETE SLAB • W/6x6 W2.OxW2.0 EPDXY COATED WWM PROVIDE A MINIMUM OF 2' CONCRETE COVER ON REBAR 15 bars 9 48'oc ON VAPOR BARRIER OVER (2) 15 bar vertical stirrups 15 bars 46"oc COMPACTED FILL. 18'x 8'CONCRETE FOOTING Y 2' 15 bars®24'oc < vertical stirrups with (3) 15 BARS 6 oc (the long way) • vertical stirrupsm with 15 BARS– 48 oc(the short way) 15 bars– 46 OC 0 15 bars®46"oc 15 bars @ 24 oc 18' x 8" CONCRETE FOOTING vertical stirrups • horizontal ,,, 4'CONCRETE SLAB " " with 3 5 BARS– 6"oc the Ilon wa 15 bars– 48 OC ON VAPOR BARRIER 24 x 24 X 12 CONIC FTG ( ) ( 9 y) SEAL: DATE: COMPwith (4) 15 BARS– 6"oc with 15 BARS– 48"oc(the short way) 18'z 8"CONCRETE FOOTIN October 9th, 2019 [CLEANA SANDCTED (BOTH ALL DR (BOTH DIRECTIONS– TYP) with(3)15 BARS– 6" oc(the long way) (2)et bar FIRE PROTECTION AT FLOOR SYSTEM ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ' 112*expansion joist between ptwre 2' 2' with 15 BARS– 46' oc (the short way) concrete floor slab and all walls- typ. PROJECT NO: • Mineral Wool Insulation(.) 2019 -43 Clean compacted sand 15 bars @ 48"oc Floor sheathing DRAWN BY: vertical stirrups CMA • • • • 15 bars– 48'OC 1•_s•_1 [-joist 0 CHECKED BY: Excavatr, and Deepen footing F N r; O w y JJD as Required for Bearing on .._..-v........:.m_..._ i �P� of E,� O� 1I2"= 1' 0" / SCALE: Stable Material F a i ___._._. _._._......_ .. 4 Mineral wool insulation ® - �. w SHEET NUMBER: ENSURE A MINIMUM OF 2000 P51 SOIL$FARING CAPACITY (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. Z (B) I-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-'/s (�O - () ®� ' A-304 inches thick x 2 inches wide. Minimum web thickness of /s inch. Adhesives used shall be as described in the quality manual approved A 18'it 8'"CONCRETE FOOTIN by APA. 3 COPE-S 10 with (3) 15 BARS- 6 Dc(the long way) (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 with 15 BARS- 48'oc(the shat 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 15114-inch-,181/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, I 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 © OEERKOSKI + ARM DESIGN AND ENGINEERING DP REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILSr--Izrzr-Clot-�:! + A R m DESIGN & ENGINEERING DPC F_rJ REFER TO FOUNDATION DETAIL : .4F �._. VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKDSKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 16 LIBRARY AVE. SUITE C ��'-3' ��_3• WESTHAMPTON BEACH NY 11978 REFER TO EXTERIOR TRIM DETAILS 631-767-6071 CRAIG(aDASTUDIONT.COM MATCH RIDGE HEIGHT ENGINEER OF RECORD: Insulation Specifications: i 1-3/4' x 11-7/8" LVL Ridge beam (VERIFY LOCATION) Ridge Vent (Verify ventilation Requirements) ',-0. • Hot-Roof(unvented attic): R-30 (4S"closed cell foam) E N G I N E E R I NG 1B'ACQ Treated Toppersawn Shingles 0 6'exp. E • Floors above unconditioned basement: R-30 (4.5" closed cell foam) structural engineering services • consulting Cedar Breather or Approved Ventilation Board(as required) 0 Floors above unconditioned garage/cantilever space: R-30 batt Ice and Water Sheild IJ • Exterior above grade walls: R-27 (2"closed cell foam + R-15 un-faced batt} JAMES J.DEERKDSKI P.E. 5/8'CDX Plywood Sheathing x6 Collar Ties 016"oc 26 Rafters- 16"oc. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ?x9 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 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 2x6/20 STRONG BACK 2x6 2x4 STRONG BACK service,are and shall remain the Property of the engineer. / 2x8 Ceiling Joists 016'oc. Q= WORK NOTES: o R-30 Insulation R-3D Insulation—/ in )'Type 'X'Gypsum Wall Board on All Walls and Ceiling R-19 Fiberglass Batt Insulation g 8 SECOND FLOOR a BEDROOM 1 BALCONY 1 HALL R-19 Fiberglass Batt Ins ilation 1-3/4"x 117/8'LVL Box beam Provide Half Round Gutters W4 x 18" LVL FLUSH HDR Note: All Gutters are to Drain to R-19 Fiberglass Batt Insulation Drywells Provided by Building Contractor TJ 230 x 11 016'OC TJ 230 x 11 016" OC r x 4' Fasaa rx 8'Fascia--J R-19 Sound Insulation r V-Groove Soffit rx6" Frieze Board I REFER TO DETAIL rx4'Frieze Board Packing 18'Cedar shingles 0 51/2' exposur Air Infiltration Barrier PROJECT: 1/2'COX Sheathing PE 26-16' oc Wall Studs in )C G.W.B. w/Vapor Borrier -STGREAT ROOM FOYER I °I CD & PROPOSED RESIDENCE R-19 Fiberglass Batt Insulation STAIRHALL I FOR JNS DEVELOPMENT FIRST FLOOR MOUNT BEAULAH PROVIDE HANDRAILS ON STAIRS AS REQUIRED BY GRADE SOUTHOLD, NEW YORK PROVIDE HANDRAILS ON PLATFORM AS REQUIRED BY GRADE R-19 Fiberglass Batt Insulation cli DOUBLE JOIST BELOW ALL DRAWING TITLE: ' PARALLEL WALLS(TYP) Vx IlIr LVL FLUSH HDR .. ((J V R-30 Insulation R-30 Insulation c T TJ 230 x 11 �'016"Oc TJI 230 x 11 �' 016'OC — — CROSS SECTIONS & DETAILS x b pressure treated — o ACO sill plates 51¢'x 11W APB GIRDER(VERIFY LOCATION) Termite shield on fiberglass _ C — sill sealer- typical SET: ISSUED FOR: DATE: — — GRADE GRADE � 2) 15 bars 12"oc JOISTS UNDER KITCHEN AREA — PERMIT SUBMISSION - October 9th, 2019 1/2'd'la. Anchor bolts, 18" long, • 24'oc, 12' max. from corners 4'REINFORCED CONCRETE SLAB — W/64 WWII ON VAPOR BARRIER m COMPACTED GRAVEL FILL OR— CLEAN R CLEAN SAND 0 15 bars 0 24' oc o 1!5 127 ' ,; �— vertical stirrups =1E BASEMENT #5 bars 0 24'oc a horizontal SEAL: DATE: N 2)15 bars 24' x 24'X 12"CONIC FTG October 9th, 2019 FIRE PROTECTION AT FLOOR SYSTEMr 2• with(4) 15 BARS- 6' oc 1/2"expansion joist between poured (BOTH DIRECTIONS- TYP) 2 2 concrete floor slab and all walls- typ. Mineral Wool Insulation3)i DIA STL COLUMN PROJECT NO:car • Floor sheathing Q #5 bars 0 48" oc 41' PC SLAB i 2019 -43 `='- ;— ----- --- -�------ • vertical stirrups 15 bars 0 48"oc DRAWN BY: tt ]-joist • • • • vertical stirrups • 6, L__p_g• 15 bars- 48' OC CMA #5 bars- 46"OC F NEW CHECKED BY: 1 "8 x 8"CONCRETE F0011N x SEE JJD 18' x 8' CONCRETE FOOTING with (3) $5 BARS-6'oc (the long way) with (3) 15 BARS- 6' oc (the long way) `O %k�?F,�� SCALE: Mineral wool insulation with 15 BARS- 46 oc(the short way) with 15 BARS- 46"oc(the short way) ��Y^ t, *� 1/2"= 1'-0" n SHEET NUMBER: lP `k A Floor sheathing:Materiels and installation in accordance with 2018,2015 and 2012 IRC Section R503. ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ENSURE A MINIMUM OF 2000 P51 SOIL BEARING CAPACITY F� _ �' (B) I-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-'/a inches thick x 2 inches,Weide. Minimum web thickness of 3/s inch. Adhesives used shall be as described in the quality manual approved A� ' a A-305 by APA. J 1, (C) Mineral wool batt insulation:Minimum 2.51b/ft3(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 batts.Use minimum of 15'/4-inch-,181/2-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, 19.2 inches and 24 inches on center,respectively. DOB NUMBER: OF 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?—FIRE PROTECTION:MINERAL WOOL INSULATION © OEERKOSKI -I- ARM DESIGN AND ENGINEERING DP I + Arzm m�rnm!3�f:l F" DE>~ trN & ENGINEERING DPG DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11975 631-767-6071 CRAIGCq)DASTUDIONT.COM ENGINEER OF RECORD: 15 K E N G I N E E R IN 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 blockin 5/4 x 4 AZEK FASCIA 5/4 blockin 5/4 x 8 AZEK FASCIA 5/4 x 4 AZEK RAKE BOARD 1 I 5/4 x 8 AZEK RAKE BOARDq��Nc Ay N N 3/4'PLYWOOD SUBFLOOR 9' overhan 5' HALF ROUND ALUMINUM CUTTER x/2,)f LEADERS RAFTERS NOTCHED AT TOP PLATE I Plywood Gu Sheathing 5/4 x 4 AZEK FASCIA EDT. 6. 5/4 x B AZEK FASCIA .. 5/4 x 8 AZEK fasci 5/4 blocking I 2x6 sub fasci 5/4 x 6 AZEK FROZE/HEAD CASING 1 x 4 AZEK v—groove vented soffit PROJECT: I \5/4' x 6' AZEK trim -5/4 blocking I Cn I PROPOSED RESIDENCE FOR JNS DEVELOPMENT MOUNT BEAULAH SOUTHOLD, NEW YORK TYPICAL DORMER SOFFIT DETAIL TYPICAL FLYING RAKE AT SIDEWALL DETAIL TYPICAL SOFFIT DETAIL n r n n s n " ' n DRAWING TITLE: SCALE: 1 = 1 -0 SCALE: 1 = 1 -0 SCALE: 1 = 1 -0 EXTERIOR DETAILS SET: ISSUED FOR: DATE: PERMIT SUBMISSION - October 9th, 2019 SEAL: DATE: October 9th, 2019 PROJECT NO: 2019 - 43 DRAWN BY: CMA CHECKED BY: �C) NEW YJJD G.) � C . Ut-E,Y O� SCALE: � � 1" = 1'-Orr s * " + SHEET NUMBER: s � �m z 25 z� 1 A-306 SS Nr DOB NUMBER: OF JAMES J DEERKOSKI, PE © OEERKEISKI + ARM DESIGN AND ENGINEERING DP