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Home My WebLink About50237-Z �o��oF Sojjlyo`o Town of Southold * P.O. Box 1179 o� 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46232 Date: 06/06/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 300 Bennetts Pond Ln Mattituck, NY 11952 Sec/Block/Lot: 113.-13-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/18/2023 Pursuant to which Building Permit No. 50237 and dated: 01/22/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations inclusive of accessory apartment, porch and "as built" alterations to,existing single-family dwelling as applied for. The certificate is issued to: Edward Bailey,Debra Sweda Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-234-531 ELECTRICAL CERTIFICATE: 50237 05/28/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 04/04/2025 0 A oriz d igna ure SUFFn�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY y�oi �a°fin 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#: 50237 Date: 1/22/2024 Permission is hereby granted to: Bailey, Edward 300 Bennetts Pond Ln Mattituck, NY 11952 To: construct additions and alterations (inclusive of accessory apartment) and to legalize "as built" alterations to existing single-family dwelling as applied for per SCHD approval. Additional certification may by required. At premises located at: 300 Bennetts Pond Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 111-13-4 Pursuant to application dated 12/18/2023 and approved by the Building Inspector. To expire on 7123/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $833.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $72.00 CO-ADDITION TO DWELLING $100.00 Total: $1,005.00 Building Inspector *pF SOUT�,oI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Edward Bailey Address: 300 Bennetts Pond Ln city:Mattituck st: NY zip: 11952 Building Permit#: 50237 Section: 113 Block: 13 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Soundview Electrical Electrician: Jon Hunting License No: 57478-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Solar Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 28 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors Main Panel 100a A/C Condenser Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt 30a Emergency Strobe Heat Detectors Disconnect Switches 16 4'LED Exit Fixtures Sump Pump Other Equipment 100A Panel, 20 Circuits / 16 Used, Gas Fireplace, 50A Oven, Microwave/Hood, Washer Notes: "AS Built No Visual Defects" Alterations Accessory Apartment Inspector Signature: j 61 Date: May 28, 2025 S.Devlin-Cert Electrical Comp lance F m Town Hall Annexb,. 54375 Main Road y:'cs. Telephone(631)765.1802 P.A:Box 11179co Y Southold, NY 11971-0959 j U " BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 4 2025 CERTIFICATION Building,Permit No. Owner: (Please print) Plumber: ease print) I certify that the solder used in the water'supply system contains less than 2/10 of 1%0 lead. -Z (Plumbers Signature) Sworn to before me this day of 20, Z- 5 ADVENDIZO TOR ES NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01T06231053', Qualified in SUFFOLK County Commission Expires 11/22/2026 Notary Public; County 1 ° Of SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ��- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: kt kh&N.-bk w-' (nobMyZ DATE ?'D INSPECTOR #�OF 50UtyO# . y TOWN'OF.S UTHOLD BUILDING DEPT. coorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [, ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [-. .] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [- -] CODE VIOLATION [ ] PRE C/O [- ]. RENTAL REMARKS: vac)-ed / L/ /P / DATEA/10 y INSPECTOR 1 %pF SO(/TyO6 f # TOWN OF SOUTHOLD BUILDING DEPT. courm N 631-765-1802 J 07 i NSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (� uw►�j rat I/w Iru� DATE INSPECTOR laE SOUTy�Io # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 oz3�— INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: IU DATE INSPECTOR o�aOF SOpTyo� # 55 TOWN OFZUTHOLDBUILDING PT. 631-765-1802 INSPECTION [ . ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ .°] .ELECTRICAL (FINAL) ] .CODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: ! DATE INSPECTOR . OE SOI/TyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: D[Z-V of J DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 ,oe �rINSPECTION ��v [ ] FOUNDATION 1 ST/ REBAR ZRO PLBG. FOUNDATION 2ND . TIOWCAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ], PRE C/O [ ]. RENTAL REMARKS: C /600 wl h. 4700m kr� O� DATE INSPECTO cAj 7 /lne*'p # TOWN OF.SOUTHOLD BUILDING DE T. co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. . [ ] FOUNDATION2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]. 'FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION `: [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: P,✓ �.cUP� Mac c, r Gi LT Qon� DATE INSPECTOR i I s a r i li I� Abe r HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 300 Bennefts Pond Lane Additions, Mattituck NY Bailey Brothers Custom Builders 300 Bennetts Pond Lane Mattituck NY 11952 (631) 806-8253 NEW YORK, B-UILDING, E Ci1"440L0C, y IkI'r, IG q-0 U-p Prepared-by'--'TlioMas:Bziccarella in actordciht:e-:WithACC-AMahticil3-80 edition;V2" Signature 12/5/2023 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J. S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone:631 495-0289 Fax:631 389-2808 Email: Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 3434 NEW YOB, n BUILDING Date: Dec 04,2023 Existing boiler By. TomBaccarella New York Building Technology Group 159 Rt 25A Blildirg 1 Sute B,Miller Place,NY11764 Phore:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.com Project • • For: 300 Bennetts Pond Lane Additions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email:djs8@optonline.net Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 0 Btuh Entering coil DB: 0°F Outdoor design WR 71.7°F Latentgain: 0 Btuh Entering coil WB: 0°F Indoor design DB: 75.00F Total gain: 0 Btuh Indoor RH: 50% Estimated airflow. 0 clml Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model: Actual airflow 0 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capaciV. 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 23190 Btuh Entering coil DB: 0°F Indoor design DB: 72.0°F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Oil boiler Manufacturer. Weil-McClain Model: WGO-4R Actual airflow: 0 cfm Output capacity: 122000 Btuh 526%of load Meets all requirements ofACCA Manual S. Wrightsoft- 2023-Deo-0510:45:15 .�.h• ��. ..,w,,, RighEStite®Uriversal202323.0.04RSU26095 Page 1 ...WORKFLOW1300BemetlsPorrlLare�300_Berrettnp Calc=NU8 Frorf Door faces:NW Manual S Compliance Report Job: 3434 NEW YOBK r BUILDING Date: Dec 04,2023 if CMNDl06i New System By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Plaoe,NY11764 Phone:631-495-0289 Email:Tom@nyblg.00m Web:www.NYBTG.com Project • • For: 300 Bennetts Pond LaneAdditions,Mattituck W,,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,W 11952 Phone:(631)806.8253 Email:djs8@optonline.net Cooling Equipment Design Conditions Outdoor design DB: 84.3'F Sensible gain: 11659 Btuh Entering coil DB: 75.0'F Outdoor design WB: 71.7°F Latentgain: 2134 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 13793 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: PUZ-A18NKA7***+PVi -A18AA* Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 108%of load Latent capacity: 5400 Btuh 253%of load Total capacity: 18000 Btuh 131%ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7'F Heat loss: 8694 Btuh Entering coil DB: 71.8*F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: PUZ-A18NKA7***+PVA-A18AA* Actual airflow: 600 chi Output capacity: 23000 Btuh 265%of load Capacity balance: 6.1 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 2.2 kW 86%of load Temp.rise: 50 'F Meets all requirements ofACCA Manual S. - - wrightsoft® 2023-Deo-0510:45:15 ANf9b/B.dsMalNbMi� Right-Suite@)Uriversal202323.0.04RSU26095 Page es:N W Pa e2 WORKFOW30BenettsPondLane30_Bertrp Calc=MJ8 FrortDoorfao Load Short Form Job: 3434 NEW YOBK BUILDING Data: Doc 04,2023 �a;oo:° °t Entire House By. TomBaccarella New York Building Technology Group 159 Rt 25A Brildirg 1 Sute e,Miller Place,NY11764 Phore:631-495-0289 Email:Tom@rrybtgmm Web:www.NYBTG.com Project Information For. 300 Bennetts Pond LaneAdditions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)80"253 Email:djs8@optonline.net Design Information Htg Cig Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD('F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfaclor 0 cfmA3tuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cFm) (cfm) 2nd Flr NO CHANGE d 1047 10181 2589 133 133 Existing boiler d 1566 17974 0 0 0 New System d 564 8694 11659 600 600 Entire House d 3177 36849 14248 733 733 Other equip loads 5216 0 Equip.@ 0.89 RSM 12724 Latent cooling 3022 TOTALS 3177 1 42065 1 15745 1 733 1 733 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2023-Deo-0510:45:15 �, .u—.'aN--1— Right-SL&OUriversal 2023 23.0.04 RSU26095 Page 1 WORKFLOWUOOBermttsPondLarel300_BermtLnQ Calc=MJ8 FrcrfDoorfaces:NW Load Short Form Job: 3434 NEW Yi IB 111LDING Date: Dec 04,2023 ® iFLMYDIOG♦ Existing boiler By. Tom Baccarelia el0or New York Building Technology Group 159 Rt 25A Brildirg 1 Sute B,NGller Place,NY11764 Phore:631-495-0289 Email:Tom@rrybtg oom Web:www.NYBTG.com Project Information For. 300 Bennetts Pond LaneAdditions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email:djs8@optonline.net Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make n/a Trade WEIL-MCLAIN Trade n/a Model WGO-4R Cond n/a AHRI ref 2101532 Coil n/a AHRI ref n/a Efficiency 862AFUE Efficiency n/a Heating input 140000 Btuh Sensible cooling 0 Btuh Heating output 122000 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 ctm Actual airflow 0 ctm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF 00 (Btuh) (Btuh) (cfm) (cfm) Proposed Family 378 6266 0 0 0 Existing Kitchen 401 2797 0 0 0 Existing LR 322 3715 0 0 0 Proposed storage 94 1566 0 0 0 Existing Hall 220 1752 0 0 0 Existing Mud 90 1662 0 0 0 Proposed Pantry 62 217 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsofFt" 2023-Dec-0510:45:15 Alt, - - •mmaFe w•wn-rF<a� RighESute®Uriversal2D2323.0.04 RSU26095 Page 2 WORKFLOWl300BemetlsPordLare\300_Bemattnrp Ca1c=NUB Frort Door faces:NW Existing boiler d 1566 17974 0 0 0 Other equip loads 5216 0 Equip.@ 0.89 RSM 0 Latent cooling 0 TOTALS 1566 23190 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. .� wrightso ft® 2023-DeG0510:45:15 '� .w.t•ie�u.i. .n�r, Rigtt-Sute®Uriversal202323.0.04RSU26095 Page 3 WORKFLOWl300Bemeris Pond LaneW0_BemeltnQ Calc=WB Frort Door faces:NW Load Short Form Job: 3434 NEW YORK � 1tiUILDING Date: Dec 04,2023 rcnuaioor New System By. Tom Baccarella 6r Dv. New York Building Technology Group 159 M25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Emil:Tom@rrybtg.com Web:www.N BTG.com Project • • For. 300 Bennetts Pond Lane Additions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email:djs8@optonline.net Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 72 75 Construction quality Average Design TD(OF) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ A18NKA7*** Cond PUZ A18NKA7*** AHRI ref 201754544 Coil PVAA18AW AHRI ref 201754544 Efficiency 9 HSPF2 Efficiency 11 A EER2,20.3 SEER2 Heating input Sensible cooling 12600 Btuh Heating output 23000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 35 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflow factor 0.069 cfm/Btuh Air low factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point=6 OF Backup: Input=2 kW, Output=7459 Btuh,100 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) IGtchen Living 296 4596 7485 317 385 Bath 67 788 455 54 23 Bedroom 202 3310 3719 228 191 New System d 564 8694 11659 600 600 Other equip loads 0 0 Equip.@ 0.89 RSM 10412 Latent cooling 2134 TOTALS 564 8694 1 12546 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -*- wrightsoft® 2023-Deo-0510:45:15 Rigid-SuteOUriversal202323.0.04RSU26095 �A Page 4 WORKFLOWl300BematlsPordLare'300_BemetLnip Calc=MJB Front Door faces NW 434 Pro ed SummaryJob: ec NEW YDRK IL (BUDING Data: Dec-04,2023 TIC MN.1.01 Entire House By. Tom Baccarella 4CY1 New York Building Technology Group 159 Rt25A BUldirg 1 Sute B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.mm Web:www.MBTG.00m Project • • • For: 300 Bennetts Pond LaneAdditions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email: js8@optonline.net Notes: —Design • • Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 35841 Btuh Structure 14026 Btuh Ducts 1008 Btuh Ducts 222 Btuh Central vent(84 cfm) 5216 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 42065 Btuh Use manufacturer's data n Rate/swin multiplier 0.89 Infiltration Equipmengsensible load 12724 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2747 Btuh Ducts Central vent(0 cfm) 270 Btuh Heatingg Coolingg Area(ftz) 3177 1611 Equipment latent load 3022 Btuh Volume(fil) 25415 12888 Air changeslhour 0.42 0.26 Equipment Total Load(Sen+Lat) 15745 Btuh Equiv AVF(cfm) 177 56 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cknBtuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. =rIghtsoft• 2023-Deo-0510.46:15 A •�^+ �----�+ RighFSute®Uriversal202323.0.04 RSU26096 Page 1 WORKFLOW1300Benretts Pond Lare�300_Bemettrp Calc=MJ8 Frort Door faces:NW g Project Summary Job: 3434 NEW YORK��BUILDING Data: Dec04,2023 Existing boiler By. Tom Baccarella New York Building Technology Group 159 Ft25A Btildirg 1 SLite B,Miler Place,W11764 Ptnre:631-495-0289 Email:Tom@rrybtgmm Web:wwv.N BTG.mm Project • • • For: 300 Bennetts Pond LaneAdditions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email: fs8@optonline.net Notes: Design Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 °F Inside db 72 °F Inside db 75 °F Design TD 56 °F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17974 Btuh Structure 0 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(84 cfm) 5216 Btuh Central vent(0 cfm) 0 Btuh Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23190 Btuh Use manufacturers data n Rate/swin multiplier 0.89 Infiltration Equipmengsensible load 0 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh He atingg Cooling Area(ft�) 1566 D Equipment latent load 0 Btuh Volume(ft') 12527 0 Air changes/hour 0.36 0 Equipment Total Load(Sen+Lat) 0 Btuh Equiv AVF(cfm) 74 0 Req.total capacity at 0.70 SHR 0 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make n/a Trade WEIL-MCLAIN Trade n/a Model WGO-4R Cond n/a AHRI ref 2101532 Coil n/a AHRI ref n/a Efficiency 86.2AFUE Efficiency n/a Heating input 140000 Btuh Sensible cooling 0 Btuh Heating output 122000 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 crm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rL -r- =F;9F1tsoft- 2023-Deo-0510:45:15 AC�C.P� .M. �•m---��+ Pigt#Stite@Uriversal202323.0.04RSU26095 Paget WOR KFLOW1300BermtspordLare1300 BermtLrup Calc=W8 Frort Door faces:NW Project Summary Job: NEW YOBK IBUILDING Pro� � Dec Date: Dec04,2023 E°H...... New System By. Tom Baccarella New York Building Technology Group 159 Rt25A Btildirg 1 Srite B,Miler Place,NY11764 Phore:631495-0269 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 300 Bennetts Pond LaneAdditions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattitucc,NY 11952 Phone: 631 806-8253 Email:djs8@optonline.net Notes: Design Information Weather. Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 'F Outside db 84 °F Inside db 72 °F Inside db 75 °F Design TD 56 °F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8025 Btuh Structure 11504 Btuh Ducts 669 Btuh Ducts 155 Btuh Central vent(0 cim) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8694 Btuh Use manufacturer's data n Rate/swin multiplier 0.89 Infiltration Equipmenl sensible load 10412 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1943 Btuh Du tu Central vent(0 cfm)cts190 Btuh Heatingg Cooling (none) Area(ft2) 564 564 Equipment latent load 2134 Btuh Volume(f?) 4516 4516 Air changes/hour 0.46 0.25 Equipment Total Load(Sen+Lat) 12546 Btuh Equiv.AVF(cfm) 35 19 Req.total capacity at 0.70 SHR 12 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ-Al8NKA7' Cond PUZ A18NKAr* AHRI ref 201754544 Coil PVA-Al8W AHRI ref 201754544 Efficiency 9 HSPF2 Efficiency 11 A EER2,20.3 SEER2 Heating input Sensible cooling 12600 Btuh Heating output 23000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 35 °F Total cooling 18000 Btuh Actual airflow 600 rdrn Actual airflow 600 cfm Airflowfactor 0.069 chnBtuh Airflowfactor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point=6'F Backup: Input=2 kW, Output=7459 Btuh,100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -*-. wrr10htsolt- 2023-Deo-0510:45:15 ._ +• -W-- RigWSute®Uriversal202323.0.04 RSU26095 Page 3 /�� ...WORKFLOW1300BerrettsPordLanel300 BemettrLp Calc=NU8 Frort Door faces:NW 9 AED Assessment Jab: 3434 Date: NEW YORK = IBU::DiNi Dec 04,2023 . D I Entire House By. Tom Baccarella New York Building Technology Group 159 M25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.mm Web:www.NYBTG.mm Project • • For. 300 Bennetts Pond LaneAdditions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email:djs8@optonline.net Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb CF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 3,00 2,80 2,60 2,40 2,20 2,00 1,80 g 1,60 1,40 1,20 1,00 80 60 40 20 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hw d DW /HaeN /A—aA i a®Dre Maximum hourly glazing load exceeds average by49.81/0. House does not have adequate exposure diversity(AED), based on AED limit of 300/0. AED excursion: 377 Btuh (PFG-1.3*AFG) -Fk wrightsoft- 2023-Deo-0510:45:15 ''� •.*.•D�v..--c .•. Right-SuteO Uriversal2023 23.0.04 RSU26095 Page 1 WORKFLOWl300BemeUs Pond Lane\300_Bemettmp Calc=MJB Frort Door faces:NW MD Assessment Job: 3434 Date: Dec 04,2023 NEW YOpK BUIt01NG Existing boiler Y B Tom Baccarella New York Building Technology Group 159 P425A Bdldirtg 1 Stite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.cOm Web:wm.NYBTG.mm -----Project Information For. 300 Bennetts Pond LaneAdditions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)80M253 Email:djs8@optonline.net Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 1,00 90 80 70 so 50 40 30 2D 10 0 8 9 10 11 12 13 14 15 16 17 18 19 20 w°oro i Maximum hourly glazing load exceeds average by 0.09/6. Zone has adequate exposure diversity(AED), based on AED limit of 300/6. AED excursion: 0 Btuh -*- wrightsoft- 2023-Dea0510:45:15 '� .a°a•a.v~.- �.��. Right-SdMDUriversal202323.0.04RSU26095 Paget ...WORKFLOW%3009emetisPorldLane\300_Bemettnip Calc=MJ8 Frort Door faces:NW AED Assessment Job: 3434 NEW Y08K BOILDING Date: Dec 04,2023 New System By. Tom Baccarella New York Building Technology Group 159 RI25A Buldirg 1 Stite B,Miller Place,NY11764 Phorte:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For. 300 Bennetts Pond Lane Additions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email:djs8@optonline.net Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(T) - 15 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 3,00 2,80 2,60 2,ao 2,20 _ 2,00 1,800 B 1,60 g A 1,40 1,20 1,00 80 60 40 20 0 a 9 10 11 12 13 14 15 16 17 18 19 20 rwraoy Maximum hourly glazing load exceeds average by49.8%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 377 Btuh (PFG-1.3*AFG) -rk wrightsoft- 2023-Deo-0510:45:15 A% Rigtt-Stile®Uriversal202323.0.04RSU26095 Page ...WORKFLOMOO Bertnetts Porrl Lane�300 Bennattnrp Galc=W8 Fror6 Door faces:NW HEW YORlCRight-JO Worksheet Job: 3434 I&U�'OING Data: Dec 04,2023 Entire House By. Tom Baccarella New York Building Technology Group 159 M25A Bolding 1 Stite B,Miler Place,NY11764 Phore:631-495-0289 Email:Tom@nybtg,00m Web:wwwNYBTG com 1 Room name Entire House and Fir NO CHANGE 2 Exposedvwll 358.0 ft 137.0 It 3 Room height 8.0 ft d 8.0 ft d 4 Room dimensions 5 Room area 31762 ft' 1046.6 ftz Ty Construction U-value Or HTM Area (tF) Load Area (fF) Lad number (Bbjhff-°F) (B or perimeter (ft) (Bhih) or perimeter (ft) o Heat I Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 yr 12D-QSw 0 086 n 4 84 0 00 16 10 49�'- 0' 0 0 A T 0 _1-G._DefaultNYBTG..-_..m _..__-,0320_._4:-, _..1802. -..000, __. ._6 --_ 0._ .....n108. - ,-_0 ....._...____0 12D-Osw 0.086 ne 4.84 0.39 410 300 1452 117 0 0 0 0 10D-w 0.320 ne 18.02 0.00 44 0 788 0 0 0 0 0 DefauitNYBTG 0.320 ne 18.02 9.59 66 0 1196 637 0 0 0 0 12FOsw.,: _ -,_ J _ _ 0.065_ne"_._ 3.66 __ 078 _.,t310 _:.310 1134_..m_._242.. _.m._ 310 .__ 310 VN 12D-0sw 0.086 a 4.84 0.00 16 10 49 0 0 0 0 0 l-G DefaUtNYBT_G 0.320 a 18.02 0.00 6 0 108 0 0 0 0 0 -- yJ 12D Osw 0.086 se - 4.84' 001' 308 286 1383 3 .� 0 0 0 0, .DefaultNYB'fG _. __ ..___-.0.320 ase__ _ 18.02 -.._0.00:,_.._..-M22.- r_.__._0 . _...404 _.�.___0 __-0 w 12FOsw.---- 0 065 se _ 3.66_ 0.78 238 238 871 186 238 238 871 _186 VN 12FOsw - 0 065 s-e 3 66----0.66 136 113 414 0 -0 0 A 0, P_ebLAtNYBTG._____ _. _0320 _se.::_._1$02:W.._-000:_ --- :23._'-.:__..0 ._... ..411 0 _ 0..__-_._-_0 ___._ 9 _ _ .�-0 Val 12D-09N 0.086 sw 4.84 1.04 260 200 966 207 0 0 0 0 LI--0G DefaultNYBTG 0.320 sw 18.02 24.17 39 0 710 953 0 0 0 0 11,10 0.600 sw-- 33.78 0.00, 21 21 709 _ 0 ..... 0..- 0'- 0 -_-0. O1 _ 310 _ .--.310___.._ 1134.- <, 242 _310__-:- 310'--_-1134 242 _.tV)/ 12FOsw 0.065 snr 3.66 0.00 178 150 549 0 0 0 0 0 Default NYBTG 0.320 sw..,_ 18.02_ 0.00 28 0 504 0 0__ 0 0 0• 12D-Osw 0 086 nw' 4.84 1 18` 308 278 1346 329 0 0 0 0. 10D-w 0.320 nw, 18.02 15.92 21 0 378 334 0 0 0 0 DefaultNYBTG _ 74 -- __.. 0320„nw;,_ 18.02_-__2Z '- 9._ ......_ 0_- __._.163._. 206 _0 -- 0. 0 Q W _12FOsw 0.065 nw 3.66 0.78 238 238 871 186 238 238 871 186 12F-09N - 0.065 nw, 3.66 0.00 138 80 293 0 0 0 0 0 T7G 4A4-2ovrd 0.320 nw 18.02 0.00 42 0 757 0 A 0 0 0 Y -G_DefaultNYBTG.- -1802 y P 12C 0sw__� 0.091 - __ 0.00_ 0.76 _ .__ 334 334 „_0 _252 0 0 -0 -0 C__._:. 16f338 d_.. ___ __ __.0.026 1.46,._ _086:_•._.-2185_ -_,2185 __-3198 _-.- 1880-_ --1047._._ 1271_ _19Algbsm - - -- 2130 2130 4606 202 _ 0 F __• :19A 19bsvvp- ___0.04 .0.36;_ _ 57 .. __. -.57 _._124 _. _.__20: 6 c)AED excursion 377 0 Envelopeloss/gain 24928 6372 5666 2146 12 a) Infiltration 10912 570 4176 377 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 7 460 0 0 Appliancedother 6625 0 Subtotal(lines6to13) .35841 14026 9842 2523 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 35841 14026 9842 2523 15 Dudloads 3% 2% 1008 222 3% 3°/u 339 66 Total room load 36849 14248 10181 2589 Air required(dm) 1 733 733 133 133 Calculations approved WACCAto meet all requirements of Manual J 8th Ed. e -*-wrightsoft- 2023-Deo-0510:46:15 Right-Sute®Uriversal202323.0.04RSU26095 Pagel WORKFLOW1300Benretts Pond LaneWO-Bemettrup Calc=MJ8 Front Door faces'.NW Right-JO Worksheet Job: 3434 NEW YOR., IDING_. Date: Dec 04,2023 Entire House Bar Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Stite B,Miller Place,NY11764 Phore:631-495-0289 Email:Tom(1,Wbtg oom Web:vwuwNYBTG.com 1 Room name 6dsting boiler NewSystem 2 E)posedvrall 150.8 ft 70.3 it 3 Room height 81) It d 8D It d 4 Room dimensions 5 Room area 15652 fP 564.4 tl' Ty Construction U-value Or HTM Area (1[2) Load Area (fF) - Load number (BbAffle-°F) (Btuhlfl or perimeter (ft) (Bluh) or perimeter (it) (Btuh) Heat Cool Grass MRS Heat Cod Gross NIPIS Heat Cool 6 W 12D-0sw - 0 086 n 4 84 0 60 16 10 49 0' 0 0 0 0 ' G_DefaultNYB_T,G .. _- __._.:0320 _.n_:'_...._1802 ___:0.00__._._ _ 6 _,._ ._:N._0 _-__.. 108;_.._.. ,0_._._ W--CGI 12D-0sw 0.086 ne 4.84 0.39 298 216 1045 0 112 84 407 117 I� 10D-w 0.320 ne 18.02 0.00 44 0 788 0 0 0 0 0 11 DefaultNYBTG 0.320 ne 18.02 9.59 38 0 692 0 28 0 504 637 _ - - -t -- - �-_ _ 12F Osw_. .- ,._ _0.065_ne,_ .366._ - 0.78 __rh_0 .�-_ -_ .0_ _,__.0 _e__._._0__- 0'_._-___..;0__ _ ._0_._--___.0. Vd/ 12D-Osw 0.086 a 4.84 0.00 16 10 49 0 0 0 0 0 L--G D_efaultNYBTG 0.320 a 18.02 0.00 6 0 108 0 0 0 0 0 _. DefaultNYBT_G 0320 cue 'r 18:02. ._000 12D Osw 0086 se' 4.84 001 306 284 1373 - 0 2 2 10 3' ____-.v __F._._ �. --. �22 ._...�:'-_0 __-_-.404._ _..___-0 �__-_ 0.._._.---__0____-___.0 W 1.2F-Cm 0.065 se- 366 0.78 0 0 mm 0 0 _ 0 _0 m 0 __0. VN 12F Osw 0.065 se 3.66 0.00 136 113 414 0 0 0 0 0 _<.... _ DefaultNYBTG __.___. :0320 se;--..-,18.02 __0.00' 4_ ,- ____- 0__._._.411 _-_-__ 0_._______0 ._.. --0- --. w.._ V�! 12D-OsN 0.086 sN 4.84 1.04 78 51 248 0 182 148 719 207 {�-pG DefaultNYBTG 0.320 sN 18.02 24.17 6 0 105 0 34 0 605 953 11J0_._._.... 0.600_sw-.._ 33,78 _..._ 0.00 ._ _,.21 21 _.,.,._709.._.-_.... - 0 -._. ...0 .- 0- _ 0"._-...,-.y4 3.66_ :_0:78 _._ _:v0 -0 V)/ 12F-09N 0.065 sw 3.66 0.00 178 150 60 0 0 0 0 0 Default NYBTG 0320 sw 1802 000 28 0 �504 0 _ 0_ 0. 0 ,. -0 12D Osw 0086 nw 484 118 42 42 203 0 266 , 236 1142 329 _ 10D w 0.320 nw 18.02 15.92" ,:0 0 0 0 , 21 -0 378 334 _ -DefaultNYBTG_-_-- 0..320_nw____.1802 2274_ _0__.___.. 0. __ U __._ _0_.__ W 12F-Osw ,.,.,T 0_065-nw 3_66 _.078__.._...--0 0_.._.... 0 r..- _...- 0 ._,. 0 0 __..0 12F Osuv 0.065 rniv" :KIE6 0.00 136 {80 293 0 0 0 0 0 --G 4A4-2ovyd 0.320 nw 18.02 6.00 -,42 0 757 0 0 0 0 0 !-G DefaultNYBTG:,._. 0.320.,nw r _-1802 904_ ._ l4___ ____.0__-.R.i252,;:.__._.._0. .:_--_ _0 w .-_-.:._0 P T_ 12C-Osw- 0,091 _ 000_ 0.76_ 0 0 _ 0 0 334- - „ 0 -_^252. 0.026_.._ __. 196;,_ __0.86-._.. 636_.__.-. _.-:931. . .--__-_0 502�__._735 �610 F--_---, 19A 19bsn p`---------0.049-------- 216- 0.09 1566-- -_1566--3385 z---_-__0-^.__- _-__564__1220_.__202- �F -_:_ :19A-19bsnip,v____._._: _.._._0.049_...c_,._W-._-..216,.__.__0.36. �,: _�_.-0.-:._ __:.9 r._..;_ U.a._-._-.___0......_..,_.•_0 ._,.._.�.0__-..�_:__-_0',__.--.__0 6 c)AED excursion 1 0 377 Envelopelosslgain 13378 0 5884 4226 12 a) Infiltration 4596 0 2141 193 b) Room ventilation 0 0 0 0 13 Internal gains: Ooaipants@ 230 5 0 2 460 Applianoeslother 0 6625 Subtotal(lines 6to13) 17974 0 8025 11504 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17974 0 8025 11504 15 Dudloads 0% 0% 0 0 8% 1% 669 155 Total room load 17974 0 8694 11659 Airrequired(dm) 0 0 6001 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -*- wr➢ghtsoft^ 2023-Deo-0510:45:15 ^^ Right-Sote®Uriversal202323.0.04RSU26095 Paget WORKFLOW1300Bemetts Pond Lare\300_BenretLrLp Calc=MJ8 Front Door faces:NW NEW YORK B `'O,„� Right-M Worksheet Job. 3434 Existing boiler Date: Dec 04,2023 g By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miler Place,NY11764 Phore:631-495-0289 Emil:Tom@rrybtg.00m Web:wwwNYBTG.com 1 Room name EdsUng boiler Proposed Family 2 E)posed Ml 1502 It 563 It 3 Room height 8.0 ft d 8.0 ft heatonly 4 Room dimensions 223 x 17.0 ft 5 Room area 15659 iF 3783 112 Ty Construction U-value Or HTM Area (ft) Load Area (1F) Load number (Bhrhrlt?°F) (Btuhff) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross NIP15 Heat Cool Gross N/P/S Heat Cool 6 ` VD-Ow 0 OI3G n----4.84 0.00- 16 10 49 0 0 0 0 0 G-Default MTG_ __._-.__--.: 0.320 n. .__ B 02. 0.00____. 6 __:_.___O _._108 _ 0. ._. _...0.._.._.,_ ._0:-m.___ -MO._. _ --.0. 12D-09w 0.086-he 4.84 0.00 298 216 1045 0 0 0 0 0 1OD-w 0.320 ne 18.02 0.00 44 0 788 0 0 0 0 0 11 _....__ _... DefaultNYBTG __..._._ .._ _ _0_320_ne_ .18.02 _ _0_00 .-38 ---------0-------� 0�. r. -0 -_ 0 0 _ . 0 W 12FOsN _.. _0.065 ne._. 000'; 000. 0 0 0 « 0 u0 _ 0 V�/ 12D-0sw 0.086 a 484 0.00 16 10 49 0 0 0 0 - 0 I-C DefaultNYBTG 0.320 a 1802 0.00 6 0 108 0 0 0 0 0 yJ 12D-0ssw -_ 0.086 se 484, 0.00 306 284 T 373 0-._ 0- 0- 0 p .DefaultNYBTG- � ___;_0.320._se_' _18.02'_---0.00 .,-___._22 .__ 0._.__..-404. .v... _0 ___.0_._ -_ __0_ ._ ._O _ __ 0.00. 0.00 0 0 - 0 0 6 _ 0 0 0 W 12�YBTG_ __. _ 0.05 3 66: 0 00 136 113 414 0 136 113 414 0 __ _._.1802 - 0.00 . 23.. 0 .._..`411 ___0:.__. -__23. _0 __._..411 Vp/ 12D-0sw 0.086 sw 4.84 0.00 78 51 248 0 0 0 0 0 -0C DefaLdtNYBTG 0.320 sw 18.02 0.00 6 0 105 0 0 0 0 0 --- 1.1J0 _0.600 sN _ 33.78. -0.00_ �31 .. _21 _,..._._709 _0_._.... -0.-.- -0- - 0 0. 12F_Osvr_ -. -'. -._. _0.065 sw_.__-_ 0.00:_s�0.00_ .. r.__0._.____._0.. ems.0 __._0�..._._._0 ______0 _.---_0 W 12F=0siv 0.065 swv 3.66 0.00 178 150 549 0 178 150 549 0 DefaultNYBTG__._.._. .. ... =0.320 sw__ _,18.02,. 000. .28 0 _504 - 0 --- 28..._ ._ _..._0 0 . . W 12D Osw 0.M nw 4.84.`---0.00 42 42 209 0 0 0 10D-w 0.320 rw 000 0.00 Or 0 0 0 0 0 0 0 DefadtNYBTG. .,_. .__ __. O.320 _.m!!.._ -000 AGO M_0 ._._ 0.._ __.__0 _w____ 0;...__.._ 0__v_ ._.6 �. __.0 _.._.._.Q W_ 12F-Osv ____ ._--_0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 1�✓ VMsw 0.065 nw 366 000 136 80 293 0 _ 136 80 293 0 I-G 4A4-2ovYd 0320 nw 1802 000 42 0 757 0 42 0 757 0. _DefaultNYBTG ____...`_0320„-nw- 18.02 0.00 000 .14 _w.0 ?52.. __ .__.Q _14'.-.. .__ 0 _-, 252 0 P 12C-Osvv_- 0.091 _._ 000 000 _0 _--- 0 -0 0 0 -.0 _0 .___v63% __636 _01 -----_0 _378 -r_____378 EMI Q. E _ 19A-19bsyup _.-0.049 -.., _ .._2.16 --0.0-0. -- .1566 _m1566....__.3385 0..__ 378_.... - -378_ _._._818 w_._._0 F_ 19fv 19bsnp_ _.__. 0.00_;._:_.._0.00 _._-_ '.0. . 0 0__ :__ _0 _ :0.049__ _ _ 6 c)AED excursion 0 0 Envelopelosslgain 13378 0 4551 0 12 a) Infiltration 4596 0 1714 0 b) Room ventilation 0 0 0 0 13 Internal gains: Oc upants@ 230 5 0 2 0 Appliaromdother 0 0 Subtotal(lines6to 13) 17974 0 6266 0 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 0 14 Subtotal 17974 0 6266 15 Dudloads 0% 0% 0 0 0% 0% 0 0 FTTotal room load 17974 0 6266 0 Airrequired(din) 0 01 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsCbIt• 2023-Dec-0510:45:15 ^° Riga-Suite@ Uriversal 2023 23.0.04 RSU26095 Page 3 WORKFLOW130OBenrettsPoridLarel300_BemettrEp Calc=W8 Front Door faces:NW NEW YDH[ B.U�LoDING Right-J@ Worksheet Job: 3434 °°°" Existing boiler Date: Dec 04,2023 By. Tom Baccarella New York Building Technology Group 159 Rt25A Buildirg 1 SElte B,Mdler Place,NY11764 Phore:631-495-0289 Email:Tom@rrybtgmm Web:www.NYBTG.com 1 Room name 6dstng Mchen E)dsfng LR 2 E)posedvall 21B It 36.8 It 3 Room height 8.0 It heatonly 8.0 It heatonly 4 Room dimensions 223 x 18D It 1.0 x 321.5 ft 5 Room area 4005 ft2 3215 W Ty Construction U-value Or HTM Area (1B) Load Area (T) Load number (Bluhlltz-'q (BhahM or perimeter (ft) (Bhrh) or perimeter (ft) (Btuh) Heat 1 Cool Gross N1PIS Heat cod Gross NIPS Heat Cool 6 V�J 12D Osw 060 0 -- 0 0 - 0-- 16? 10 -, r DefaultNYBTG: 0.320.--n-,..__._18.02__. _0.00._ W 12D-Osw 0.086 ne 4.84 0.00 0 0 0 0 150 126 610 0 1OD-w 0.320 ne 18.02 0.00 0 0 0 0 0 0 0 0 11 DefaultNYBTG 0.320 ne 18.02 0.00 0 0 0 0 24 0 432 0 !N-.___ ,12F-0sw__ ..____0.065._ne :.___000__.._000____,. _0 ______ .0 ._._:_ ,0_.._..__---0----~__0'--_.... -0 0._ .___.._0. V�J 12D4Osw 0.086 a 4.84 0.00 0 0 0 0 16 10 49 0 �G DefaultNYBTG 0.320 a 18.02 0.00 0 0 0 0 6 0 108 0 yY,I 12D-Osw,, 0 086 se 4.84 0 00 144 122 589 0 112 112 542 0 !...-,G .DefaultNYI3T_G _----'..._.__._0320_ se_: 18.02 000.__ .. ._::22 .,_... _0.__._ 404 _. ._0,-_ , 0 __., 0. _. _._0._. ._ ._..0 W__-- 12F-0sw----�---._. _-.0.065--se.__.__0.00----0.00---Y--O---_T-..0.__-----0___-_--0-- -__0 0-------0 -- --0- W 12F-Ostiv 0.065 se, 3.66 0.00 0 0 0 0 0 0 0 0 �-( 0,320.---sew _.18.02____O.00.. __. _._0 .._ 0_.. __3.-.----- ._;0 UiJ 12D-Osry 0.086 sw 4.84 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 sw 18.02 0.00 0 0 0 0 0 0 0 0 11J0 - --_...... 0.600 sw-,_.._33.78 -0.00 - - -0. - 0- - 0 - --0- ---._0 -- - -0 ---0 - - 0. 0.065_sw 0.00 -0.00___._; 0-- . ..0_ -;-Jo__---0 - 0 __.0 __-. 0_.-___.__0. 12F-Os6v 0.065 sw 3.66 0.00 0 0 0 0 0 0 0 0 Default NYBTG _ 0.320 sw._. 18.02 0.00. _0 _._ 0 ___._ 0 -__--_ 0 0__ _0_ . _ 0 0 W. 12D Osw 0086 nuv 4.84. 0.00 30 30 145 0 0 0. '0 0 10D-w 0.320 nw 0.00 0.00 0 0 0 0 0 0. 0 0 DefaultNYBTG.. -._ ,_ ,-_A.320_nw- _._0.00 0.00 0_ 0.. .._._�.0 0 ..-__�_0.___ _.�0.___ 0._- _. 0 W 12F-0- _ _0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw - 0.065 rw 3.66 000 0 M 0 0 - 0 0 -0 0 4A4-2owd 0.320 nw, 18.02 0.00 0 0 0 0 0 0 0 0 DefaultNjnTG 0320_nw ._ 1802 000, _..- 0 _. . _. 4.._._ 0:n . . 0_ -.._._ ._ _ .. _ .-w ._..._.. _ _ __ __.._0 __ _,..0_. 0 0 0.091 _ 0.00_ 0.00 0 0 0. _- 0_.- 0 ._ 0 0 U. 0_ _ss ...:89 .__._-130_-__. _Vo! o _ _ _..-. . F - 19klgbsm __T 0.0- --=------216 -0.00--------4Q1------401 :-F.- _. 19FM19bswP .... .-_0.049_.r :_,_--_:0,00_,: -0.00-__._ __0 , --:---0 -_---.-0 -0 ----------0 -777 6 c)AED excursion 0 0 Envelopelosslgain 2134 0 2594 0 12 a) Infiltration 663 0 1121 0 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 3 0 Applianoes(other 0 0 Subtotal(lines 6to13) 1 2797 0 3715 0 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistributon 0 0 0 0 14 Subtotal 2797 0 3715 0 15 Dudloads 0% OD/u 0 0 0% OD/o 0 0 Total room load 2797 0 3715 0 Airrequired(dm) 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -FIF-wrlghtsoftl 2023-Deo-0510:45:16 Rigs-Sute@Uriversal202323.0.04RSU26095 Page WORKFLOW300Benretts Pond Lare\300_Bemettrp Calc=MJB Front Door faces:NW NEW YOR Right-J®Worksheet Job: 3434 Existing boiler Date: Dec 04,2023 By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Killer Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wwwS4YBTG.com 1 Room name Proposed storage EAsting Hall 2 Fposedwell 15.0 ft 9.8 ft 3 Room height 8.0 ft heatonly 8.0 ft heatonly 4 Room dimensions 1.0 x 935 ft 1.0 x 220.3 ft 5 Room area 935 ft' 2203 ft' Ty Construction U-value Or HTM Area (T) Load Area (T) Load number (BtuhlfF-°F) (Btuhqn or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross MRS Heat Cod Gross NIPS Heat Cool 6 !VI D 0:086 n', 484 000 0 0 0 0 0 0' 0 0 L 12 Osw -G_DefaultN`IBTG_.___.. _.0.320 _n_ ____1802'._..__000___._.:.0 .0 _.0 ._ 0 ___._ __0.---_ _ .0 W 12D-09w 0.086 ne 4.84 0.00 70 56 269 0 78 34 166 0 11 EI10D-w 0.320 ne 18.02 0.00 0 0 0 0 44 0 788 0 G DefaultNYBTG 0.320 ne 18.02 0.00 14 0 259 0 0 0 0 0 - - - - -•- W 12FOsw _ ... 0065 ne 0�: _0.00 ____."0_ _ __. 0 _ _ _-- -__0 _..._____0. -_----0 VVa�ll 12D-OsN 0.086 a 4.84 0.00 0 0 0 0 0 0 0 0 -.G DefaultNYBTG 0.320 a 18.02 0.00 0 0 0 0 _ 0 0 _0 0 DefaultNYBTG _ ._._.: _--_.-020 se_____._18.02;-__ 000! 0-__ -. 0_. _ ._0 __.___ 0 W 12D Osw 0.086 se, 4.84 0 00 50 50 242 0 0 _ 0 0 0, W�-___G_ 12F-Osnr._-_------- 0,065,se_ 0.00-.--0.00-- . -O --- --0 - - 0 -- 0-----0 - 0 - 0 WW 12Fsw O 0.065 se 3.66 0.00 0 0 0 0 0 0 0 -0 iC .DefaultNYBTI .__.__:_ _.._ .__9.320 se ._„18.02-.,___O.00 m,_...._ 0.__.. _. ._0 . ,...,__ 0__..._.._.._0._.__-___ _0.., __ 0- ._._,_0 ___.__._0 yJ 12D-Osw 0.0B6 sw 4.84 0.00 0 0 0 0 0 0 0 0 L�pG DefaUtNYBTG 0.320 sw 18.02 0.00 0 0 0 0 0 0 0 0 - - 11. 1 -- .. _0_600 sw --33.78 ---0.00 .- --0. -- -0- - 0:..-- 0 ----0--- 0 12KOstiq._.__ ..__ .__.w_ .,.._0.065 .._sw... ..__0.00,_-.-_.0.00:_r W 12F Osw 0.065 sw 3.66 0.00 0 0 0 0 0 0 0 0 -L-G Default N_YB_T_G-- - - --0.320 snr- --18.02--0.00 -----0 -.. -0- -- ------ 0-.._ -0-- 0-- 0 0 U�J 12D-0sw 0.086 nw 4.84, 0.00 0 0 0 0 0 0 0 0 I�-GG 101)-w 0.320 nw 0.00 0.00 0 0 0 0 0 0 K 0 0 DefaultNYBTG___.___:: 0320. rrvv: _ 0.00, 0.00 __.._0 0 _ w" 12F-0sw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 12FAsw 0 065 rrvv 3 66 0 00 0 0 0 0 0 0 0 0 4A4-2ovui - 0320 nw 1802 000 0 0 0 0 0 0 0 0 _ DefaultNYBTG_, ___ ,m0320 nw 1802'. 000 P- - 12C Osw------• .__0.091- ----0.00..-_0.00 -- .__.0-- --0-- --0 -0------ 0-0-- ---0 0 0.026 __1.46_ 0.00_- ----- _...,_k93 _.136 F 19X19bswp: _ 0.049 Z16. 000 94 94 202 ,0 _ 220 � 220_ 476 _0 0.049__.. '... 0.00 0_. .__ _.0 .O 0 _-._.0 _.0 6 c)AED excursion 0 0 Envelopelosslgain 1108 0 1454 0 12 a) Infiltration 457 0 297 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6to13) 1566 0 1752 0 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1566 0 1752 0 15 Ductloads 0% 0% 0 0 0% 0% 0 0 TTotal room load 1566 0 1752 0 Airrequired(dm) 0 0 0 0 I - Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. -rk- wrigtsysc ft- 2023-Deo-0510:45:15 • ""' - ^^ Rigli-Srite®Uriversal 2023 23.0.04 RSU26095 Page 5 WORKFLOW130OBemettsPondLaneZOO-Bemettnp Calc=NU8 Front Door faces:NVV u6w roe Right-J®Worksheet Job: 3434 x �aopGomc Doc 04r 2023'Dabs' Existing boiler By. Tom Baccarella New York Building Technology Group 159 Rt25A Brilding 1 Sute B,Miller Place,NY11764 Phore:631-495-0289 Emil:Tom@rrybtgmm Web:wwwNYBTGmm 1 Room name E6dsting Mud Proposed Pantry 2 E)posed wall 11.3 It 0 ft 3 Room height 8.0 ft heatonly 8.0 ft heatonly 4 Room dimensions 9.8 x 9.3 ft 7.3 x 8.5 ft 5 Room area 902 112 61.6 IF Ty Construction U-value Or HTM Area (W) Load Area (T) Load number (BhihAF-°F) (Btrrhlftl or perimeter (ft) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross NIPS Heat Cool Gross NIPIS Heat Cool 6 V�J 12D Osw s 0086 n ' 484 000 0 01. 0 0 0 0' 0 0, .D.66tNYBTG_,._.__. _:0.320 �n.." ,.1802 ._..,..000 _w. x0 __0_ .,___n,,.0 s��_., __0__ .U, _ ,._w,_0 W 12D-09w 0.086 ne 4.84 0.00 0 0 0 0 0 0 0 0 1OD-w 0.320 ne 18.02 0.00 0 0 0 0 0 0 0 0 11 DefaultNYBTG 0.320 ne 18.02 0.00 0 0 0 0 0 0 0 0 _ _ _ _.. ._ne_` _�,000:i..0.00 w�.- --��0 _.�.w . 0.,. _' 0_ _i�._ 0 V�! 12D-OsN 0.086 a 4.84 0.00 0 0 0 0 0 0 .0 0 �-G DefaultNYBTG 0.320 a 1802 0.00 0 0 0 0 0 0 0 0 VN 12D-Osw 0.086 'se 484` 000 0 0 0 0 0 0' 0 0' D.efaultNYBTG 0.320 se_`sue 1802;;.�•,_ 000 Q_ _.,y 0 0 0 0 _ .. _. W 12FOsw 0065 se 000 000 0 �0 _ 0 0 _ 0 0 0 0, y� 12FOsw 0;065 se 366 000� 0 0 0 0 0 0' 0 0' L-G DefaultNYBTG_, ._. 0320 802 UL-G 12D-Ow 0.086 sry 4.84 0.00 78 51 248 0 0 0 0 0 Default NYBTG 0.320 sw 18.02 0.00 6 0 105 0 0 0 0 0 11,10 0.600 sw 33.78 0.00, 21 -..21 „709 _ 0 ` 0.. 0 =.._.0 __..0 _12FOsw, :.__ a __ ._.,__�0065.e.sw'..,„_,000;,_..__0.00.-„ ._.. 0 _M_,._:; 0. .•W.._:_mp __.. ... 0._:<_.__ ._O.y' _y 0 ._,._... 0_ ._ 0 W 12F Osv 0.065 sw 3.66 0.00 0 0 0 0 0 0 0 0 I--G Default NYBTG 0.320 sw _ 18 02 0.00 0 0 0 0 0 0 0 0 :j W, 12D Osw 0 086 nw,- 484 000 12 12 58 0 0 0 0 Q 10D w 0320 nw 000 000 0 0 0 0 0 0 0 0 ..DefaultNYBTG._.�, .t ,__..0.320 :...._._000,_ _..000 ,.__,_.<0 W 12F0sw 0.065 nw 0.00 0.00_ 0 0 0 0 0_ 0_ 0 0 12FOsw rc 0,065 nw" 366:Y 0.00 0 0 0 0 0, 4A4-2ovui 0 320 nw 18 02 O,OO 0 0 0 0 0 0 0 0 DefaultNYBTG _0320 ;�-L!Q02: ,_ 000: _ _O: _ _P 12C-Osw _ 0.091 0.00_ 0.00 0 0 ,0 _ 0 0 0, 0 0 :C.,.,. . 168 38ad r..__ _ _ 0;026 _f.r_ .. .146. ,_-.,,0 OQ ,. 2 :2 . ., .,4 F 19AA9bsmp,•_ -r-0.049�_ 216. _ 0.00.._ ,• 90 90 195 0 ,.. '6 2,N^ -62_ 133 ----Q. F _ _.. 1919bswp.. .0049 ..,_ ._.N., .0.012; , 0.00 ,_ 0 0 : .,0 0 0 0 0 6 cj AED excursion 01 0 Envelopeloss/gain 1319 0 217 0 12 a) Infiltration 343 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines6b 13) 1662 0 217 0 Less eudernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1662 0 217 0 15 Dudloads 0% 0%1 0 0 0%1 00/0 0 0 Total room load 1662 0 217 0 Air required(dm) 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J M Ed. -0 - wrligFstsoft, 2023-Deo-0510:45:15 Right-Sate®Universal 2023 23.0.04 RSU26095 Page 6 WORKFLOW13008emettsPondLare\300_Bemettrup CaIc=MJ8 Front Door faces:NW NEW YOHK�IB�1,DING Right-l®Worksheet Job. 3434 New System Date: Dec 04,2023 By. Tom Baccarella New York Building Technology Group 159 M25A Bolding 1 Smite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:wwwkMTG.00m 1 Room name NewSystem Kitchen Living 2 Exposedvtell 70.3 ft 34.8 It 3 Room height 81) It d 8.0 It heallbool 4 Room dimensions 1 A x 295.8 ft 5 Room area 564.4 ft° 295.8 f 2 Ty Construction U-value Or HTM Area (ftz) Load Area (fF) Load number (BtuhfF--g (BtuhllF) or perimeter (it) (Bfuh) or perimeter (it) (Bluh) Heat Cool Gross NIPS Heat Cod Gross NIPS Heat Cool 6V� 12DOsw 0.066 n_ A 000 000' 0 0 '_�_G. .1__. -_:0__ 0-----__ O ..._ 0_ .�.__.0 _�_. __0._._ __0 ._.__ -0: sw 0.086 ne 4.84 1.39 112 84 407 117 112 84 407 12D-O 117 10D-w 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 DefaultNYBTG 0.320 ne 18.02 2274 28 0 504 637 28 0 504 637 - -- -- - - - _ - ---- -- a - __ !N. 12FOsw_ .: -_0,065 rie-_ _-Ooo 0.00 _0 ------_ 6 ._ __.r0 - _0.. _.__�_0__. 0- _____-,0 --- ---0. V�I 12D-Osw 0.086 a 0.00 0.00 0 0 0 0 0 0 0 0 L-G DefadtNYBTG 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 V,V 12D-0sw - 0086 se 484 139 2 2 10 3 -` 0 0' p p. _. ._ . DefaultNYBTG___ 0.320'-se - .__000: __ ,_000 _.__...0 ,. 0 --- _.. _0_ 0 u0 __0 _ --_...;0. . 0 W_ 12F-Osv___ _ 0.065 se _ 0.00_ 0.00 0 0 0 0 0 0 0 0 fW1�I 12F-OsN 0.065 se 000 000 0 0 0 0 0 0 0 .0 r.. ..G:Defau)tNYBTG 0:00 ,.-_...: V�J 12D-0svv 0.086 sN 4.84 1.39 182 148 719 207 0 0 0 0 1�-pG DefaultNYBTG 0.320 sw 18.02 28.37 34 0 605 953 0 0 0 0 -- - 11.E - ---- - - 0.600 sm_-..._0.00 --0.00 0 _...0.- -121~Osw_. __ ______.0.065 .sw.:.W__.„0.00•___0.00w___.._.:0._,_,.:__ . 0.,_.._:-. _0'____:. . 0,-.__ -0_. _0 :__..__.AQ:-_._ __._r0 W 12FOsN 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 �---G DefaultNYBTG -- -. --0.320 s" 0.00- -0.00 --..._0 ___ --0 -----0 ----0- -- 0 ---0----0- - -0 12D-Osvv 0.086 nw 4.84 1.39 .266 236 1142 329 166 136 66 189 1OD-w 0.320 nw 18.02 15.92 21 0 378 334 21 0 378 334' DefaultNYBTG_.... ___ _ 0320: nw_'. _.18.02 ,_ 2274.`,_ _-9 ., .__..,.0 _163 ,.__.__206:_:_._ 9._ .__._..9___ - 963_ .:.,,.206 w 12FOsw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 V�J 12FOsni _ _0.065 nw _ 0.00 0.00 O _0 _ .-0.__ 0 _ __0- .-O- ---- O ---___O, �G 4A4-2ovuf 0.320 nw 000• 000 0 0 0 0 0 0 0 O _-_,DefaultNYBTG_,_ __. 0320_,nuv_ _.__0 ___0-00 .___.__0 .,_,...:-4__ _v__._0..:__,.._.Q_.... u _0: ° _ .__.0 __ ._.._._9 _ ___.__ 0 P 12GOsw U.091 0.00 0.76 334 334 0 252 164 164 0 124 '.C-__ 16B-38ad.-_.�.__..--__ z:.___0.026._-. 1.46 121 __502 .._ __..502_._ 735__�_ 610 _--r.__296_ __296 _ __359 F 19A-19bshp 0 049 216 0 36 564 564 1220 202 296 _ 296 639 106- E__.._ .__Ov_.. ,_ ,Q..:.:..__,0., 9.._ _ .._..0. 17 6 c)AED exar i.n 377 -26 Envelopeloss/gain 58841 4226 3183 2046 12 a) Infiltration 2141 193 1059 96 b) Room ventilation 0 0 0 0 13 Internal gains O-pants@ 230 2 460 2 460 Applianceslother 6625 4784 Subtotal(lines6to 13) 8025 11504 4242 7386 Less edernalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8025 11504 4242 7386 15 Dudloads 8% 1% 669 155 8% 1% 354 100 Total room load 8694 11659 4596 7485 Airrequired(dm) 600 600 317 385 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -*- wrightscWt` 2023-Deo-0510:45:15 ^ ^^ Piglt-SLite@Uriversal202323.0.04RSU26095 Page WORKFLOW1300BerrettsPondLare1300_Bemettrp Calc=MJ8 Front Door faces-.NW Right-M Worksheet Job: 3434 r+6w roax am�orr+� Date: Dec 04,2023 "' New System Da Torn 04,202ella New York Building Technology Group 159 Rt25A Bolding 1 Sriite B,Miller Place,NY11764 Phore:631-495-0289 Email:Tom@rrybtgmm Web:wwwNYBTGmm 1 Room name Bath Bedroom 2 6pposed wall 7.3 It 283 It 3 Room height 8.0 It heat/ccol 8.0 It heatimol 4 Room dimensions 73 x 93 It 1.0 x 201.6 It 5 Room area 67.1 ft' 201.6 ft° TY Construction U-value Or HTM Area (tI2) Load Area (ft) Load number (Btuh)z-°g (BtuhgF) or perimeter (ft) (Btuh) or perimeter (ft) (Btruh) Heat I Cool Gross NIPIS Heat Cod Gross NIPS Heat Cool 6 ' 12DOsw- 0086 n - 000 000 0 0 0 0 0 0_ 0 0. �G :DefaultNYBTG,___.__ ..,-_-,0320 n- ..._.. 000. 000 .__O A___..;.__.0 __ 0 W 12D-09w 0.086 no 4.84 1.39 0 0 0 0 0 0 0 0 1OD-w 0.320 no 0.00 0.00 0 0 0 0 0 0 0 0 11 DefaultNYBTG 0.320 ne 18.02 2274 0 0 0 0 0 0 0 0 W_.__. 12F Osnr--_� _ _..__ __0.065-ne_:___0.00 _,__0.00 _0__ n ..A -- _0_a.._.__..0 -__O_..._. ___0.___.., 0 VU 12D-Osw 0.086 a 0.00 0.00 0 0 0 0 0 0 0 0 G DefaultNYBTG 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 VV��JJ G Defaul NYBTG_,_ 0.086 se 484 139 0 0 0 - 0 Y..2 2 10 3 _..:-0.320._se.:...-..._000 _ _000'-_ __ _. _O M..__ 0 .... r,.0 _r_ _._U____ 0 W 12FOsvv..,.-_ 0065 se_- 0.00- 000 0 0 . .,_- 0 _0 ..- 0 - - - 0 .. -Q 12F-osw o 065 se 0.00 0.00 0 0 0 0 0 0 0 0 ;t-G ,DefouitNYBTGrt _ _.--- - .._.0:820_se_._ 0.00 _ _O.00.. .�..,w.0__ __.:_- o _..__._0 ___._ ._ -0 0 .. ,0 -_0 V�I 12D-Osnr 0.086 sw 4.84 1.39 58 52 254 73 124 96 465 134 L�pG DefaultNYBTG 0.320 sw 18.02 28.37 6 0 101 159 28 0 504 794 .-0.065-5w-.:_- -0.00,. M0.00. . ._._0.____... 0. ,___0__w_.T_.0 0 _0 -- 11JO 0.600 sw _ _ V)I 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 _-G_DefadtNYBTG_-.._---_ __--0.320 rsvv _ __0.00. __-0.00 __....0 0 ..__,......_._0_--.__0 _-,-0 -_ 0 ._..-.._-0 0 12D-Osw: 0086 nw 4.84 1.39 0 0 0 0 100 100 484 1313' 1aD-W 0320 nw 18.02 15.92 0 0 0 0 0 0 '0 0 DefaultNYBTG _ 0320 _nw_ 18.02_ .2274,_ _ __._0._ _._0 . -. ___0 ____0.�. .0___.. _0 ____0 W 1 Msw -- -- 0.065 nw_._._._ 0.00 - -0.00.-.-- 0 - --6 0 --- -0 V�✓ 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 �G 4A4-2ovid 0.320 nw 000 000 0 0 0 0 0 0 0 0, W_t-___G.,.DefaultN,YBTG . _. _0320_f!�!.._._.0 ._ 040 __.....0A-__:.; D_.._ : . Q',,_,..___... 0 _ ._.-...:4,,_ ._ _,0 0 P 12C-Osv 0.091 0.00 6.76 132 132 0 100 38 38 0 29 0.028 __ 146._ ,_.-1.21 _. _. 5_ :____.5__ ___..._.? 6 _ : 202_. _ ._202 295 _..___.245, F-- 19X19bswp_--- -- --AM__ ---216 - 0.36------67 --67 ---145-------24 - 202----202 _436 72 19A719b9vup.. ._-_.__ _..0.049_�_._____O.00._ 0.00 ._, .___A�._.M.._..__0 ----------U 6 c)AED excursion 68 335 Envelopelosslgain 506 429 r 194 1751 12 a) Infiltration 221 20 861 78 b) Room ventilation 0 0 0 0 13 Internal gains Oompants @ 230 0 0 0 0 Appliances/other 0 1841 Subtotal(lines6to 13) 727 449 3055 3669 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 727 449 3055 3669 15 Dudloads 8% 1% 61 6 8% 1%1 2551 49 [-FT.t,d mom load 788 455 3310 3719 required(dm) 54 23 228 191 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. . i-Ori- wrIOt%tsoft• 2023-Deo-0510:46:15 "^�^"�• Riglt-Sate®Uriversal 2023 23.0.04 RSU26095 Page 8 WO RKFLOW130OBemettsPondLareL300_Bemettnp Catc=W8 Front Door faces:NW N First Floor f Prop sed storage Kitchen Living x10 Existing LR posed Pantry Existing Hall Ox1 x Bedroom Bath x 54 efrn Existing Mud Existing Kitchen SCOPE OF WORK-NEW SYSTEM Proposed Family BASEBOARD-ROOM LOAD 6672btu Job#: 3434 New York Building Technology Group Scale:1 :102 Performed by Tom Baccarella ior. Page 1 300 Bennetts Pond LaneAdditions,Mattituck NY 159 Rt 25A Building 1 Suite B RightSuite®Universal 2023 300 Bennetts Pond Lane 23.0.04 RSU26095 MattitucK NY 11952 Miller NY 11764 Phone:631-095-0289 2023-0eo-0510:45:37 Phone:(631)806-8253 wwwNYBTG.00m Tom@nybtg.com ...nnetts Pond Lane1300_Bennett.rup djsB@optonGne.net N Second NO CHANGE Job#: 3434 New York Building Technology Group Scale:1 :102 Performed by Tom Baccarella for: Page 2 300 Bennetts Pond Lane Additions,Mattitudc NY 159 Rt 25A Building 1 Suite B RightSuite®Universal 2023 300 Bennetts Pond Lane Miller Plaoe,NY 11764 23.0.04 RSU26095 Mattitudc NY 11952 Phone:631-495-0289 2023-0eo-0510:45:37 Phone:(631)806-8253 wwwNYBTG.00m Tom@nybtg.com ...nnetts Pond Lane\300_13ennettrup djsB@optonline.net Duct System Summary Job: 3434 NEW YORK IB U{LUING Date: Dec 04,2023 i[LnA9l(ILY Existing boiler BY Tom Baccarella C.Oe• New York Building Technology Group 159 Rt25A BUIdirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@ffybtg.com Web:www.NYBTG.00m Project • • For. 300 Bennetts Pond Lane Additions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email:djs8@optonline.net Heating Cooling Extemal static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/1001t Actual airflow 0 cfM 0 cfm Total effective length(TEL) 0 ft wrightsofPt' 2023-Deo-0510:45:16 '~► w=..•,,,.y.,.a w�P, Rigl#Sute®Uriversal 2023 23.0.04 RSU26095 Page 1 WORKFLOW%300BemetlsPordLare\400_BemetLrrp Calc=M,18 Frord Door faces:NW Duct System Summary Job: 3434 NEW YORK � IB D1LDiN�G Data: Dec 04,2023 <•o • New System By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sote B,huller Place,NY11764 Phore:631-495.0289 Email:Tom@rrybtg.com Web:www.N BTG.com Project • • For. 300 Bennetts Pond Lane Additions,Mattituck NY,Bailey Brothers Custom Builders 300 Bennetts Pond Lane,Mattituck,NY 11952 Phone:(631)806-8253 Email:djs8@optonline.net Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.189/0.121 in H2O 0.189/0.121 in H2O Lowest friction rate 0.149 in/100ft 0.149 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 208 ft SupplyBranch Detail Table Design Htg Gig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) Orn) FR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bath h 788 54 23 0.161 6.0 Ox0 VIFx 12.3 105.0 st1 Bedroom h 1655 114 96 0.154 7.0 Ox0 VIFx 7.3 115.0 st1 Bedroom.A h 1655 114 96 0.168 7.0 OxO VIFx 12.0 100.0 st1A Kitchen Living C 2495 106 128 0.153 7.0 Ox 0 VIFx 18.5 105.0 st2 Kitchen Living-A C 2495 106 128 0.149 7.0 Ox 0 VIFx 11.8 115.0 st2 Kitchen Living-B C 2495 106 128 0.151 7.0 Ox 0 VI Fx 25.3 100.0 st22A SupplyTrunk DetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Mal) (cfm) FIR (fpm) (in) (in) Material Trunk st1A PeakAVF 114 96 0.168 164 5.5 10 x 10 ShtMetl st1 st1 PeakAVF 283 215 0.154 407 7.9 10 x 10 ShtMetl st2 PeakAVF 317 385 0.149 555 8.9 10 x 10 ShtMetl st2A PeakAVF 106 128 0.151 185 5.9 10 x 10 ShtMetl st2 Return Branch Detail Table Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (tfm) (ft) FIR (fpm) (in) (in) Opening(in) Mail Trunk rb1 Ox 0 600 600 81.5 0.149 561 14.0 Ox 0 ShMt - wrightsoft- 2023-Deo-0510:45:16 '� .m a•rmm.,i+n•mi�•v- Rigt#SoteOUriversal 2023 23.0.04 RSU26095 Page 2 WORKFLOW\300BemetlsPorctLareU00_BemetLrtp CaIc=W8 FronfDoarfams:NW Nunemaker, Amanda From: djs8@optonline.net Sent: Friday,January 19, 2024 12:06 PM To: Nunemaker,Amanda; 'john@jdarchitects.com' Cc: 'djs8@optonline.net' Subject: Re: 300 Bennetts Pond Lane Mattituck Hi Amanda, T h,is�sAto-Venf�y fihat Edward e1 andm $elf Debra�Swedawill�be occu~:yAn�rth7,6 i'shouse.and are swillbe�occupyu�gfif� o�:esoryap�rtment . John will be emailing you the plans with information regarding the 1-hour fire separation. Thank you! AEd�wardl�Baile & De�'`b'raSwbz!a ------Original Message------ From:Amanda.Nunemaker@town.southold.ny.us To:john@jdarchitects.com Cc: djs8@optonline.net Sent:Thursday,January 18, 20241:16 PM Subject: 300 Bennetts Pond Lane Mattituck Hi John, I have reviewed the applications for the proposed additions and alterations(inclusive of the accessory apartment) and the accessory garage. Please see the following comments: 1. Need verification that either the house or the apartment will be occupied by the owner to satisfy Town Code requirements 2. A 1-hour fire separation is required between the dwelling and the apartment a per R302.3 of the 2020 NYS Residential Code. Please provide information on plans along with construction details. 3. A fireplace has been installed and one of the bedrooms on the second floor has been slightly enlarged without a permit---I will include these as-builts into this permit so everything can be legalized. The inspector will likely ask for additional certification. The accessory garage application looks good. 1 Please let me know if you have any questions. Amanda iftnemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 2 ` FIELD INSPECTION REPORT DATE COMMENTS .d N FOUNDATION(IST) 0-3 --------------------------`--- FOUNDATION(2ND) fsrs 2 L" 1 Yi^2 W o Q �. ROUGH FRAMING& PLUMBING all � o INSULATION PER N.Y. y STATE ENERGY CODE 1 Cio t FINAL ADDITIONAL COMMENTS . 0 U- — o o � .. y 7 O z H =�o�g�FFOIA�oGy�2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT - For Office Use Only 111 •,; -, 1 1 , �PERMIT NO. Building Inspector: .; D LE 1 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where theApplicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. q Date: OWNERS)OF PROPERTY: Name: SCTM#1000- Project Address: Phone#-I Email: Address:Mailing Addre _ _ - lh.__k__ CONTACT PERSON: _ Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: ' Phone#: Email: CONTRACTOR INFORMATION: Name: - - - MailingAddress: �L�— - Phone#: _.... � Email: PS' _O .D_(_/Y1 ,- DESCRIPTION OF PROPOSED-CONSTRUCTION ❑New Structure &Kddition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? ;6es ❑No Will excess fill be removed from premises? Oes El No 1 ,i PROPERTY INFORMATION Existing use of property: Intended use of property: . Zone or use district in which premises is situated: Are there any covenan ts nd restrictions wit respect to this property? ❑Yes IF YES, PROVIDE A COPY. A� ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issuesas provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the,construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as.a.Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pr' t name): �'� -Sj�4)L / ❑Authorized Agent Owner Signature of Applicant Date: 2-02-3 x CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No. 01 BU6185050 COUNTY OF Qualified in Suffolk County Commission Expires April 14,2jDa being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this i N 5 day of / L , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 77 %VW04 MAR 2 2024 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD zr-.T9wn Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ameshQsoutholdtownny.gov - seandOsoutholdtownn)t.qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: of ,4 q Ir 2 Al Company Name: eWoQ Electrician's Name:.A License No.: E I et. email: q-%rk 'I C j;_.-_.e_-J e 'T i C C� Elec. Phone No: 631-Yad_1676' El I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Ja_nd &,Z/ZC/ Address: 62,0aell. - 1� Cross Street: Phone No.: Bldg.Permit#: 50.23 7 ' email: Tax Map District: 1000 Section: Block: Lot: Al 131� ,IEF DESCRIPTION OF WORK NCLU�DE SQUfA/R F�OTAGE (Please Print Clearly): J rl'OEA-r- 1�aOf4 Square Footage: 1,fr7jA Circle All That Apply: Is job ready for inspection?- YE NO Rough In Final Do you need a Temp Certificate?: YES NO issued On J� C Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service Fire Reconnect Flood Reconnect Service Reconnect Underground Overhead. # Underground Laterals 1 2 H Frame Pole Work done on Service? y N Additional Information: PAYMENT DUE WITH APPLICATION C, I C)(a i PERMIT 9 Address S%.vitches Outlets GFI's Surface Sconces H H's (JC lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini -arbon Micro Generator :ombo Cooktop Transfer \C AH Hood Service Amps Have Usec .pedal :omments rl MAR 2024 BUILDING DEPARTMENT- Electrical Inspector - TOWN OF SOUTHOLD 54375 Main Road - PO Box 1179 7J n Hall Annex C* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ameshOsoutholdtownny.gov - seandgsoutholdtownny.ciov APPLICATION FOR ELECTRICAL INSPECTION/ ELECTRICIAN INFORMATION (All Information Required) Date: 4 Al Company Name: ;crd 6201-M ewn,�" ' Electrician's Name: License No.: Elk. email: Elec. Phone No: El I request an email copy of Certificate of Compliance Elec. Address.: de- Pd"LLe L )41 1171o4 JOB SITE INFORMATION (All Information Required) Name: & Address: Cross Street: Phone No.: S-ty email: gz 0 Bldg.Permit#: a� — 0-2-37 Tax Map District: 1000 Section: Block: -3 Lot: FIEF DESCRIPTION OF WO*RK4NCLUDF SQU/\7PF2OTAGE (Please Print Clearly): DLL6i4 6L,6Z- J py Square Footage: Circle All That Apply: Is job ready,for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: YES NO issued On A z. Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service Fire Reconnect Flood Reconnect Service Reconnect Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets' — 1 GFI's Surface I Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D-3 Panel Pump Exhaust Oven C,f Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro/ GrbDis Lights Heat Pucks ERV HOT TU B%SPA inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have7Z Used Sub Amps Have Used Comments OAT � . (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SErnON 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTINC STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N)T TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSEL SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREIARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION C:RTIACATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York IlaOl tel. 631.727.2303 fax. 651.127.0144 narolgaaro6alc odmin®yovngengineering.com Howard W. Yovng, Land Surveyor Thomas 0. Woipert, Frofessional Engineer �. Douglas E. Adams, Frofessional Engineer Daniel A. Weaver, Land Surveyor J \ SITE DATA a O \ \ AREA = 28,033 SQ. FT. C,o \ *SUBDIVISION-"MAP OF BENNETT'S POND"FILED IN THE OFFICE OF THE \ CLERK OF SUFFOLK COUNTY ON JUNE 12,1970 AS FILE NO.5483. VERTICAL DATUM =NAVD(1988) \ G6 \ \ \ ENGINEER'S CERTIFICATION \ �� \ rtomTgatirotlatre I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL \ N \ \ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY \ \� \ ts� \\ DIRECTION. BASED UPON A CAREFUL AND THOROUGH STUDY`OFTHE'SOIL, O-, \ 1° \ SITE AND GROUNDWATER CONDITIONS,ALL FACILI S,AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENTPF HEALTH SERVICES \ \ to 0- \ \ / CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE." t 34.17 \ °2V TPF 33.69 \ � 3.7 Or�er,� e oo ,DOW (�C �oter> cmF HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n *e\ PV��`G c 4r \ THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �r 1/& \ DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ' � \ ram 01 \�\LT p`1 CMF WoF o„� o�a� SURVEYOR'S CERTIFICATION— % 35� \ '(° ";:Po V \ G *WE HEREBY CERTIFY TO DEBRA 5WEDA EDWARD BAI EY \ NNb W�Fi \ �' Ste, A \ 6� THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF M \ �T \ ��,� OV, 0, \ o PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE o �. \ 'eJ ASSOCIATION OF PROFESSIONAL LAND SURVEYbRS. IN M \ 34.7 123 Lot 10 \ EOF� \h9i y Subdivision- 2.78� / \ \ Qoy� ` ,y ="g2 �S "Map of Bennett's Pond" $3" eFL o o✓. u'. \ O FpA \ o a Ago `s 35.08 �o `+29.81 \ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 9�ZC, pFFL q op o \ DANIEL A.WEAVER,N.Y.5.L.S.NO.50771 Z(J p \0 m,��`r� �f SPF 29.41 �° F;O \99 `\ s.9p Sp PL s' 29.50 \ _.. _ p 9 G \ moo, b oo �Z$o \\ SURVEY FOR r� Ipb bh 6 � DEBRA SWEDA & EDWARD BAILEY O mil° �° 31.5 `r� � , \ 6�• �. ?,�°� oR� `� ti 9ti3 \\ oos LOT 10 "MAP OF BENNETT'S POND" 9 0 0*-1 PP " � �� o`(``R y at Mattituck, Town of Southold E \ Gn �� J�R6R��`� o,� Suffolk County, New Yoram N P �°G�o 5�0°3� BUILDING PERMIT 6VfiVV LEGEND ti nM"a a.:_aTIal� 0 oQ W`� \ \ County Tax Map District lOOO Seen `113 'Block 13 Lot 04 BSW =BRICK SIDEWALK SPF °O ��r91. o CE =CELLAR ENTRANCE 32.66 s�� lOW \ FIELD SURVEY COMPLETED * ` - AUG.24,2023 a CMF =CONCRETE MONUMENT FOUND \ Lr CMF MAP PREPARED �> - 't AUG. 25,2023 CM5 =CONCRETE MONUMENT SET \ ' CSW =CONCRETE SIDEWALK \ ay „ Record of�Revlsio'rrs- DI = DRAINAGE INLET REVISION \ _..^ „4a DATE EOP =EDGE OF PAVEMENT \ / IPF =IRON PIPE FOUND \ OL =ON PROPERTY LINE RO =ROOF OVER SPF = SPIKE FOUND IN WIF =WIRE FENCE WDF =WOOD FENCE WMR = WATER METER WSF =WOOD STAKE FOUND WSS = WOOD STAKE SET 40 0 20 40 80 120 =WELL O =LIGHT POLE Scale; 1" = 40' • =END OF DIRECTION/DISTANCE JOB NO. 2023-0160 DWG. 2023_0160_bp 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE IOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.XRTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I M01 to I. 631.727.2303 fax. 631.727.0144 odmin®youngenglneering.r om N Howard W. Young, Land Surveyor / Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer \ Daniel A. Weaver, Land Surveyor \ PO SITE DATA golmg a�odales AREA = 28,033 SQ. FT. P� 1 P J SUBDIVISION-"MAP OF BENNETT'S POND" FILED IN HE OFFICE OF HE CLERK OF SUFFOLK COUNTY ON JUNE 12,1970 AS FILE NO.5483. \ \ * VERTICAL DATUM =NAVD(1988) * FINISHED FLOOR ELEVATIONS TO BE VERIFIED BY ARCHITECT LIP kP 01 \ \ \ �;�o OO \ \ +34.17 IPF 33.69 ` 3.7 ro\N°r Grp °tec> CMF e. 159 po f1 \ a SURVEYOR'S CERTIFICATION �\ � �iP/ aoRngA�riales *WE HEREBY CERTIFY `2 a� ' o�I�IF \\ \AP`�oRs �P / CM��w \` 6 THAT HIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE ODEO BAILEY o3Fj g cr P e; � \ o PRACTICE FOR LAND SURVEYS ADOPTED BY HE NEW YORK STATE \\ NN6� �oFl `°'' ( D/ � O G6c ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. �/ _ OF O� ) 34.7 \z3 5 yip ROQ°o�E� �P PQ� • of \ ° QO e of a PQ < �,..., p 8 SNE0 �� QQ�PCzP3Nit �° 2.7s p. � /��P ';; $2 3 � GFL 905(5 Iy E aS �\i' 33' O O��F� \ m ,�1•_'�;: -'•E • G� 1 �° 2 z •�. �A �y o "o0 o �yo z F,y 29.81 or/`t.sL 2 ��..•«�-:•_,.ter Q o 9P Q 0A 29.41 \ / S.LS.N .45893 N O Soa a o� HOWARD W.YOUNG, 9 3 �(�a k 2F o�yP� 29.50 \\ DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 < < �� SURVEY FOR O P r��<z fob ' 05P`� 31.53��' \ �� \\ \ G6�P� �- o� 6$1 Q�o�S� G �d ,�� 913 \ o DEBRA SWEDA & EDWARD BAILEY q�0AQ% % 4G Pooti °� �S Ps�-CDk�ob��" CMF P� LOT 10 "MAP OF BENNETT'S POND" 'off o`z� e o�, at Mattituck, Town of Southold a � � 11 S � r,�L �Q- �� l�o �y 23' \ �� o `�� F� E �'' `�o y�°F #� \ Suffolk County, New York ��° G'" �� .fl-� (°0031 N \ BUILDING PERMIT SURVEY LEGEND 32.66 1, 11 County Tax Map District 1000 Section 113 Block 13 Lot 04 BSW =BRICK SIDEWALK o CE =CELLAR ENTRANCE \ /�' \ FIELD SURVEY COMPLETED AUG.24,2023 a CMF =CONCRETE MONUMENT FOUND \ MAP PREPARED AUG. 25,2023 CM5 =CONCRETE MONUMENT SET .' CSW =CONCRETE SIDEWALK \ / Record of Revisions DI = DRAINAGE INLET `\ REVISION DATE EOP =EDGE OF PAVEMENT ADDED RUII_DING PERMIT DATA DEC_07,2023 IPF =IRON PIPE FOUND OL =ON PROPERTY LINE RO =ROOF OVER SPF =SPIKE FOUND g WIF =WIRE FENCE WDF =WOOD FENCE WMR = WATER METER WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET 40 0 20 40 80 120 =WELL O =LIGHT POLE Scale: V = 40' • = END OF DIRECTION/DISTANCE JOB N0. 2023-0160 DWG. 2023_0160_bp 1 OF 1 A5-BUILT SITE INFORMATION: -5UFFOLK COUNTY TAX MAP ID:1000-1 13-13-0-4 OF,NE61r -EXISTING 4 BEDROOM HOME WITH PROPOSED ADDITION AND GARAGE CONVERSION. Cl ,DSA 0b TOTAL OF 5 BEDROOMS,DE51GN FOR UP TO 5 BEDROOMS. �yP -LOT AREA:O.G44 ACRE,28.033 5F. -PROPERTY LOCATED AT 300 BENNETTS POND LANE r MATTITUCK,TOWN OF SOUTHOLD.SUFFOLK COUNTY.NEW YORK -SURVEY PROVIDED BY:YOUNG ASSOCIATES L5 8-25-2023 -VERTICAL DATUM-NAVD'1988 DATUM O -PUBLIC WATER SERVICE Og4673 __ -ALL HOMES WITHIN 15OLFOF PROPERTY CONNECTED TO PUBLIC WATER SERVICE. `�pPESS10�P\. -NO SURFACE WATER OR WETLANDS WITHIN 300 FROM PROPERTY LINE. wEs TP GENERAL NOTES: II.DE51�-BEDROOM HOME. 2.VA OWT5 SANITARY REPLACEMENT DESIGN. `y ALI A A pA b 3.517E PLAN AND REFERENCE ELEVATIONS TO BE USED FOR VA OWT5 SANITARY SYSTEM CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES.UTILITY LOCATIONS AND EIEVATTON5 ARE NOT GUARANTEED. 4.ELEVATIONS BASED ON G15 S ENGINEERS SITE MEASUREMENTS. / 5.ON51TE UTILITY MARK-OUT5 TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING 5ITE N WORr, S IMPROVE G.501L TEST HOLE DATA PROVIDED BY MCDONALD GEO5ERVICFS 10.4-2023 UBLIC WAT V 7.EXISTING SANITARY CE55POOL5(5)TO BE PUMPED AND REMOVED AS NECESSARY PER 5CDH5 R FORMERLY ER 10 STANDARDS. Lu Z 3 N67°35'2011 SWEN GRAHAM N PROPCBED VA OWTS SEPTIC SYSTEM FOR UP TO S BEDROOM RESIDENCE: Z N $NED F N60°ZS'00" N 1. ONE(1)NORWECO HYDRO-KINETIC MODEL 600 VA OWT5 W 04 0 159,p0' 2.ONEO)SERVICE PRO CONTROL CENTER 07 24.67' ° 3.ONE(I)10 DIAMETER BY 13'DEEP PRECAST LEACHING POOL WITH SLAB. Z o C o A N 4.ONE(1)10'DIAMETER FUTURE EXPAN51ON AREA. )Z Z a- D A ly a G)O DC° Pli tn 0 GENERAL SANITARY SYSTEM AND INSTALLATION NOTE5: 0 EL z F.�r PROP. N fl7 1. U SEPTIC SYSTEM D IGNED FOR UP 5 BEDROOM HOME PER 5UFFOLK COUNTY 2 A n E(18.OVERHEAD DEPARTMENT OF HEALTH STANDARDS(5CDhS). Lu (Q Y :0* GARAGE ELECTRICALSERYICE 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR AS > _ SHOWN ON PLANS. w V O j (DRY) \ 0 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATION AND >. LLJ = i m 4-INCH PVC SDR35 DOWNSTREAM OF FOUNDATION. Lu Z t ASPH.AL'1 DRIVEWAY 4. VA CWT5 SHALL BE TESTED FOR WATERTIGHTNESS PRIOR TO ARRIVING ON51TE U51NG THE J Z Z / METHOD APPROVED BY MANUFACTURER. Q / \ 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. m m Q o Z \ G. THE OWT5 INSTALLER SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5CDH5 AND BE A N \ 30 NORWECO AUTHORIZED TN5TALLER. C i \ y Z A 7. THE OWTS INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 5CDH5. THE _ M i / \ y m DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY 5CDH5. >s 0 U1 \7 O O 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEIJ THE MAINTENANCE PROVIDER AND THE C W PROPERTY OWNER SHALL BE PROVIDED TO 5CDH5 FOR VA OWTS. p n / 00o AT C 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. [f� U`O Co I O. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. EXIS.SANITARYCESSPOOLS TO O / L� I 1. CONTRACTOR 15 RESPON5113LE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO nu mr O INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. BE PUMPED ANO ABANDONED m O T A / Q 6 �z OR REMovE3 PER scDNs 41 p nuN" p O p�-[y 12. NOTE THERE 15 AN EXISTING HOUSE TRAP.I/A OWTS TO BE VENTED THROUGH 2 INCH CARBON STANDARDS(24 m 0 A>N / / m O Z `'m VENT. � miLP S p m O /,rya/ 1I•� °ww-a-ANOM i--".es nicrGa �1 m Y O!D a ensrncxvna asm:x 4.PSCNAWI�F Z Coll) .( d� I C%-CUT TO GNAV: WT-umm.. PROPOSED WASTE LINE m(A TW V W-D4r0Jl.N MN-iB,M O� RELOCATION 44NCH CAST IRON m lv I f.•f.rvn�CA anT3•ov9Rwn'.T-V+n-lPTifATNlNf319T.•N INSTALLED BY 110ENSED NTP'A�eTlrw.-17A N I a arAKD Cv rx>t. vJ:TAAi OA Ic>I �/� lAE+-a.".TiAG ECJI15-:AIYQt;Gu` _Am1 w�- `b fi"C' vI Q PLUMBING CONTRACTOR. l•1-1V 317G PLOOP.'Le-,ImV a,Derm1NK FUJICONTROL PANEL, gMI W I Gf•GWT f.NKAM' l�-T157tar LI.I ZZ MAC NTRO m GOD-GNIl)v.'SRROAY V VDR 0 ` _❑ ) VAA CW E-�MNOVAf:ST° T �5-4ULLt ,^ ASSEMBLY,AND VENT ; = AC vJ LEACHING I�LECAST $ r C-InWC�ItVA11GN wN WA1t¢V:'te I.IJ Y 9'MM m / H V� FUTURE EXPANSION EX PUBUCWATERSERVIGE (J� Q (n G/� / >N - NONPOTABLEWELLTOAEM"FOR IRRIGATION PURPOSE)lONLY. Q .O PROP.NORWECO HYDROKINETIC VA OVITS $ S60037'10"W \\ 199.13' // Z x \ / Is�alr>.DawldldgertmeateguiSDtbSlhmit Q Nm \ IMPROVED-PUBLIC WATER // ) 'M'O=��OOf M a \\ :NOW OR FORMERLY / 0 GLADYS CAVALIERE // SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DATE:10-20-23 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE AND SCALE:1:30 SANITARY SITE PLAN Accessory Apartment DESIGNER:JB SHEET: SCALE= 1 :30 E....¢ 1Co, 11-T...Re ... DATE 11/14/2023 H.S.REF.N,O( R-23-1531 Sue«.T P.E.O.R.A. APPROVED �,��„� VGA Fa lun�a.u+o«A«.Con er.ucT p« 0 3O' 60' ov WOVRs TOTAL MAXIMUM BEDROOMS 5 EXPIRES THREE YEARS FROM DATE OF APPROVAL D�wrutxa�ntwT,o,a iewrcM m T•sPm m A vautn,0 4<res)30e•M LLr roes sort mel'Atae u°.p)061,N�saw w®°IRd rswmr u®ro Demo sm1LMe ur rOi�9rQc rmawt um/a reT ro a�ro 6mm1s,W6alm rr[s rot iml Dacron a mra IA 01v T m 9srFi wo epr R.rar°M Wa smst°°s rem s'/.L w rime®vt 9uLL t a oa®rY ro e[�YUID Im(fdr.(r)minis'm0e M6W 9uLL a.Y Ole m M rmsmi Iw wmi M sOMT m rcDs1®wo w ns emwl ie M rou tm@an,OaRAep,i4 r�=r uo lawm.¢Imma 181m 1•SM am ro M ISSr O M IMW oaeNKw QSM41Ya ML WT 1rI%sVMs m/➢broiK dsAN,Y6 d sir wWli IS)M t°rATW°f�ls M.9ta Tau3(s°r 45S,VOLt(0)9a�MttOx Y6 rRm U09)rcrTb4IM 01 NTr Oerreim tvN 0°a76 400 Ostrander Avenue,Riverhead,New York 11401 tel.(731.1212303 fax.631.121.0144 l; iodmtnagoungengineering.aom omt 0,e-v t 0-4 w T Howard K Young,Land Surveyor j 1V Thomas G.Nolpert,Profe551onol Engineer i ^ Douglas E. er Donl�alA.Nleaver Professional Land Surveyor . I \\ I SITE DATA PP �,.. . G N P�ZP�O AREA=28,033 SQ.FT. •SUBDIVISION-"MAP OF BENNETT'S POND"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 12,1970 AS FILE NO.5483. \ \ S \ \k\R16 \ c4 \ l 1 \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR \` \ ASINGLE FAMILY RESIDENCE ` \ \ JUN - 6 2025 A ` ! 05/23/2025 R-23-1531 \ o94 \r',p R\\ \ Date H.S. Ref. No. ; j f The sewage disposal and water supply facilities at this location have been \P�°P N' \` \\ 13uildin,Department ` inspected and/or certified by this Department or other agencies and found `\ Town of Southold to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. 0A, ` JO T—HAN PAI, P.E.,CHIEF Office of Wastewater Management \\ VF \� i {otR`PxH a2$�pbt• �yU Z r�IP \ SURVEYOR'5 CERTIFICATION �'Cl cMF \ *WE HEREBY CERTIFY TO DEBRA SWEDA& EDWARD BAILEY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF 35 a ti S A \ PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE O \ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. i!_ LW N� z0ti an PRO �p\y'ii• �O�j �O' Q O� I i V' qFr sµeo o�?, to / s\ v91011 Dx ��"� �o ev Po 2� ,p0 99.-,.y 1' °b c Lot / BB3 y� , a0 a_\'` o N sep \ HOWARDW.YOUNG,N. L.S. 93 Subdivision- \ � a � , Y va•' \ �D aP° �P 'Map of Bennett's Pond° ` �'' DANIEL A.WEAVER,N.Y.S.L.S.S NO. O SUR e O � Cd 9• \v5 v im° r o °�9g O 9913 SURVEY FOR -ate °`� '`� ti DEBRA SWEDA $ EDWARD BAILEY °" o�P4.g 0" 4^ ° ,�, \\ LOT 10"MAP OF BENNETT'S POND" b e�<00 o,s�2 ✓s �, at Mattituck,Town of Southold Suffolk County,New York So°; LEGEND ✓ � yeo3� 5,e�"``` FINAL SURVEY SPF •tom R 4 County Tax Map D(snmt 1000 s-ti. 113 ela=k 13 Lot 04 j g 85W =BRICK SIDEWALK j CE 'CELLAR ENTRANCE \ FIELD SURVEY COMPLETED AUG.24,2023 • CMF =CONCRETE MONUMENT FOUND \ \ MAP PREPARED AUG.25,2023 CMS =CONCRETE MONUMENT SET j CSW =CONCRETE SIDEWALK \ / Record of Revisions ' DI =DRAINAGE INLET ` REVISION DATE EOP =EDGE OF PAVEMENT \ AI1AFn Rllil nTNr+DFRMTT I)ATA ncr m�ma IPF =IRON PIPE FOUND FaI(NnATTnN I nrATrnm PT OL =ON PROPERTY LINE FrMAI AIMVFY APR 07,-mm RO =ROOF OVER SPF =SPIKE FOUND wIRE FENCE WDF =WOOD FENCE SANITARY MEASUREMENTS � WD o WMR =WATER METER WSF =WOOD STAKE FOUND A B j e ss =WOOD STAKE SET OWTS 49' 14' 40 0 20 40 80 120 k =WELL 9 yx =LIGHT POLE LP 65' 21, Scale:V= 40' • =END OF DIRECTION/DISTANCE SOB NO.2023-0160 DWG.2023_0160_fs 1 OF 1 T � GENERAL NOTES: AN AERATOR MOUNTNG RISER r,' OD AlA VENIFD COVER m FALL THROUGHIN ET HYDRT To oun FE6VLLE PHONE OR '(�®�NEW, I•O EMENOEDAERATION REC(BNNGFIANGEPLANT P' CHAMBER INVERT I9 FODUR INCHES.INLET INVERT IS NEmvRx JAIX O_A►$A Np�` APPROVED SEAlIN6 O ® ® ® O e- d'oWAETFR PRETREATMEM DEVICE TWELVE INCHES BELOW TANKTOP. •' "' .A. A`r NET E FTi _{1 1•L 0 ON DEEPER T BE USED DITO E TENDPRECAST RISERS STOBEUSEDTO EMEND COVERS MUST BE DEVELINSPECTION COVERS MUST BE DEVELOPED 1b YIIM TWELVE INCHES OF GRADE. PHONE OR A A O TANKREINFORCED PER ACI SM 310. NEIWORNGBLE ERVICE PRa ® DOVABLE COVERS ON RNEPRSO WEIGH POYlER NIROLCEN191 AU%BMRY, -�F'�&SI�`V� MALE PHONE OR u E�TO PREVENTUNAUTHORIZED NE1MilRKPWO MAN AIBLMYNfiR (D CONTACTTHE LOCAL.LICENSED ALARY UGNr IABELPAO HYORO•NPIETIO CISTRBIUTORFOR 11e VAC TO A•DIAM EFFLUENT UNE ELECTRICAL REQUIREMENTS. POWER EP.'LtuWR SUPPLY AERATOR PNONENETWORK AUNWRYx ®SYSTEMS CERTIFIED BY NSF TO NSF/ANSI UONT L. AIARNUcIif iN NETI&S TEM MOUNTING STANDARD aO MUST INCLUDE MODEL AI BWlai WHDE RISERAND COVER BLACK AIR PUMP. GREEN GREEN AEMIOR ® AIDWARYNPUr d15K ODISCHAROE ,. E PAD FINAL CLARIFICATION CHAMBER FLANGEA43EMBLY WIRING DIAGRAM -raxP:R+�>a�as�K PLAn vEry VENTED COVER HIGH WATER AlMM FLOAT RESET AUADAiiV9 APPROVEDSEALING DEVICE OJE E GNEERS APPROVAL: SERVICE PRO WIRING DIAGRAM BUTTON T, q, ALAfiMMG11T W TO d'DWMETER FLUENT LNE R Y RTffY YRUr3 MOCELA ODORMOOELA1a0AIR PUMP DRAWING HAS BEEN CHECKED AND IS SCALE:NTS N6 Z WITH SFALEOLD APPROVED FOR USE IN CONFORMITY CONTROLCENiBH � PO'NPR QQ cm ttaVEDUALMMNDEVICEOETAL WITH THE CONDUCT DOCUMENTS. DE51GN NOTES W :] Lo DIFFUSER BAR FLOW EQUALIZATION DATE. U In r Nowv s pPPRDVEoseauNo NAME' NORWECO hYDRO-KENETICFOK SERVICE PRO CONTROL CENTER Z o RE51DEWIAL STRENGTH WASTEWATER MODEL 950 SYSTEM � CLINE{XEREBY CERT FTXn77XlB UP TO GOO GPD•DESIGN FOR UP TO 0 O } GRAINING HAS SEEN CHECKED AND IB 5-5EDROOM 550 GPD. Z APPROVED FOR USE IN CONFORMITY GASKETED WITH THE CONTRACT DocuMENrs SERVICE PRO (n �sER SECONDARY5AFETY COVERS TOBE CONTROL CENTER W Y -0 DATE; INSTALLED UNDER ALL TREATMENT UNIT Q' r NAME COVERS. 5CALE:NT5 } W CRITICAL DIMENSIONS TANK TO BE IN5TALLED ON LEVEL W Z 1- W-Dve• COMPACTED SAND OR GRAVEL BASE ¢ Z ,—� 3'.B 1d• GIs- AND PROPERLY BACKFILLED PER w 412 va• w-aw• MANUFACTURER RECOMMENDATION5. CIRCUIT BREAKER m m Q IV-211- r.x 11x' MAIN BREAKER NOTES: NORWECOSERVICETRO C 2.a vs• P.31R• USE WTI SERVICE PRO CONTROL HOUSE PANEL ELECTRICAL PANEL CONTROL PANEL O u�e1rz• B•.e• CENTER BLOWER TO BE HARD WIRED. 0•.10112' 1•.a• CB-Lt 81 M 4•.T W- BID- INSTALLATION TO BE PERFORMED BY A Or NORWECO CLEAN AUTHORZED CB L1-20 AMPS-120VAC D.117Y INSTALLER ONLY. 1'.0• SERVICE PRO 51NGLE LINE WIRING DIAGRAM DE CE(SEE DETALL) a.a m- 5TART-UP AND SERVICE TO BE SCALE:NfS PRLTREATMENT SUBMERGED O KICATION W-3' PERFORMED BY A NORWECO CLEAN TRANSFERPOi R ET DUTLETEND v�W AUTHORIZED SERVICE PROVIDER ONLY. 9UBME GED AERATION CHAMBER GRCULA PUMP N07E•TOTAL SYSTEM GPAQTY:I.MALLONGALLONS ANO%ICCHAMBER RATION CHAMBE MTEDCAPAQ7V:300IBODGALLON9 PER DAY �:e:viaeoe�iiAoimex TRANSFFRPORT SECTION A' M n ....................................................................................................................... .. .............................................. 0 : FFEL3V± 3 j ' W Z> ! i ! I Icl £ : i COVERMINIMUM i Z I 1.F00T R16ER8 TO GRADE I h2•1NCHESTOGRADE ; (n tj GO EL30.0't EMS GRADE EL.30.IYs WISAFWYGRATINGS L1A70 UM241NCHESTOGRADE i W i £EX9GRADE EL 30.G 20 SHOWN I a Q { : EXIS INV 29.0't IN co W—PVC8— { IE:27.B't �' IE:27.6i ''. ......."................... Q C3 IE 27.54: } £ (QT O A.F I CO ON BASEMENT MIN SIOPE.02 i � i ;'. 1 r x INTERIOR251. ............................................ I .......... ......... .. I ... .. ............' .................................... .......................•................•. I E i f 44NCH PVC SDR35 ^.{." i I Z a s j MINSLOPE.0171F {{ ........................... NORWECO HYPRO•IGNETIC VA OWrS I :::f:........::::::::::::::::::: „ i U) F- 20 ' i: ::::...................... ...............•.....•............................j..................................................;.................................................;............................................_. .._._.-.. .......... ..._• ....................................................... I I i i £ ................................ i DATE:10-2D-23 1. ; f :....£............................ £ SCALE:NTS 15.................. .................. DESIGNER:JB ................................:..................................................:..._.............................................;_..................._......................_.._._._._._._._._._._._._._. .......:.................................................{ I � ; £ £ E I 19FOOTDEEPX10FOOTDIAMETER { i SHEET: I PIRECAST LEACHING POOL W/SLAB i I i NOU5E SANITARY ELEVATION PROFILE 5�,NTS 10' 20' 30' 40' 50' 60' q�OF PIEK Y gq? A.°ID OAF r � di v.ad„ auonmwm�u" munn��wo 10RO}gSSIOQIP GRADE EL.33.0'± rr•.; ♦ -NTS- DARK BROWN TEST HOLE INFORMATION LOAM EL 11.1111111111 MCDONALD (OU 32.0-GE05ERVICE5 PROPERTY LOCATED AT ,re" awx.eoxmsc"mwa BROWN 300 BENNETTS POND LANE CLEANOUT AT FACE OF BUILDING 51LTY SAND MATTITUCK,NY 1 1952. (5M) EL DATED 104-2023 b 25.0±DEPTH OF TEST HOLE 17.0'± LP (� TYPICAL CLEANOUT DETAIL HIGHE$TEYPECTED W v • L^ SCALE:NTS PALE BROWN KDUN AI LK v. FINE SAND SAT°�^"E�- z (SIP) -�5HOW5 NO W � ST , , m ,� L GRDUNDNATER a ENCOUNTERED NO WATER ENCOUNTERED z Z r O TEST HOLE INFORMATION p p } SCALE:NT5 00 0. z Drr rn C Lu v LLJ PRECAST CONC. W z H T ACCESS COVER J Z I- W f- ' IINCH m m O PRECAST ........................... O CONCRETE :::::::::::::::::::::......::: M 1 \ AC 10-FOOT ...•.......................... 1 ��\ DIAMETER ................. Z PRECAST :::::::::::::........... ::::: 13 O" 1 1 CONCRETE O\ LEACHING 8' MIN ` POOL :::::::::::::::::::::::::..... 0 LP o 0 0 0 :::::::::::::::::::::::::::::: w =� 0 �z \ Z5U —drn EX TANK LEACHING POOL DETAIL 0SCALE V LEACHING POOL NOTE5 'NTS } Q o ONE(1)1 O-FOOT DIAM TER X 13-FOOT DEEP PRECAST CONCRETE LEACHING POOLS. Z - MINIMUM 13-FOOT EFFECTIVE LEACHING DEPTH OF POOL. G-INCH PRECAST CONCRETE 5-AB COVER WITH CONCRETE LID. \ - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE.MAXIMUM 24-INCH. Z d \ - MINIMUM TOTAL OF 400 5F EFFECTIVE LEACHING AREA FOR UP TO G-BEDROOM HOME. Q \ EX15TING 501L CONDITION STATEMENT TREES 501L TEST HOLE DATA FROM MCDONALD GEO5ERVICE5 GREEN LEACHING POOLS TO BE PLACED IN CLEAN SAND AND GRAVEL ONLY(SP,SW). �/ O°3 7� �{0"� \\ LEACHING POOLS REQUIRE MINUMUM 3-FOOT VERTICAL 5E78ACK FROM HIGHEST EXPECTED 0 1 \ GROUNDWATER. DATE:10-20-23 NO EXPECTED GROUNDWATER \\ - 501L CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF INSTALLATION. SCALE:1:1 0 \ SUITABLE SOILS START AT&FROM GRADE BASED ON TEST HOLE FROM MCDONALD GEOSERVICES\ - REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH CLEAN SAND AND GRAVEL FOR A DIAMETER DESIGNER:JB OF 51X FEET FROM LEACHING POOL(3-FOOT COLLAR),EXPENDING DOWN INTO THE EXISTING ACCEPTABLE \\ MATERIAL(5P SAND). SHEET: I/A OWT5 INSTALLATION PLAN o 10 20. s-3 SCALE= I:10 Generated by REScheck-Web Software Compliance Certificate Project 300 Bennetts Pond Lane Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 300 Bennetts Pond Lane John Cunniffe Tom Baccarella Mattituck, NY 11952 John Cunniffe Architects NY Building Technology Group 17 Hillside Road 159 NY 25A Stony Brook, NY 11790 West Building,Suite B (631) 751-0592 Miller Place, NY 11764 john@jdcarchitects.com 631-495-0289 Info@NYBTG.com Compliance: Passes using UA trade-off Compliance: 5.0%Better Than Code Maximum UA: 161 Your UA: 153 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling-Garage conversion R30 Batt: Flat Ceiling or 471 30.0 0.0 0.035 0.026 16 12 Scissor Truss / Ceiling-Family Room R40 HD foam: Cathedral Ceiling 395 40.0 ✓ 0.0 0.626 0.026 10 10 Wall-Garage conversion-R15 Batt:Wood Frame, 406 15.0 0.0 0.077 0.060 26 20 16" o.c. Door front door:Glass Door(over 50%glazing) 21 0.250 0.320 5 7 SHGC: 0.28 Window Andersen 30410 x3:Wood Frame 44 0.300 0.320 13 14 SHGC: 0.28 Windows-Andersen 21032:Wood Frame 9 0.300 0.320 3 3 SHGC: 0.28 Wall-Family Room R21 Batt:Wood Frame, 16"o.c. 450 19.0 0.0 0.060 0.060 21 21 Door Andersen FWG60611:Glass Door(over 50% glazing) 42 0.250 0.320 10 13 SHGC: 0.28 Window Andersen 30410 x3:Wood Frame 44 0.300 0.320 13 14 SHGC:0.28 Window Andersen 30310 x2:Wood Frame 23 0.300 0.320 7 7 SHGC: 0.28 Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 1 of10 T Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Floor-Garage Conversion-R30 sleepers:All-Wood 471 30.0 0.0 0.033 0.047 16 22 joist/Truss Floor over crawl:All-Wood joist/Truss 380 30.0 0.0 0.033 0.047 13 18 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella _ 12/5/2023 Name-Title a Date Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified Req.# Pre-Inspection/Plan Review Complies? Comments/Assumptions ID Value Value 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate []Does Not [PR111 ;energy code compliance for the g building envelope.Thermal ❑Not Observable :envelope represented on JE]Not Applicable ;construction documents. ' 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, idocumentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR311 ;lighting and mechanical systems. []Not Observable U Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ,compliance with the IECC J, 'Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: Heating: ;❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based : Btu/hr : Btu/hr :❑Does Not [PR212 on loads calculated per ACCA : Cooling g : Coolin : Manual j or other methods Btu/hr Btu/hr tlNot Observable , approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Requirement will be met. [FG11]2 protect exposed exterior insulation :❑Does Not U and de tends a minimum of 6 in. below '❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? . Comments/Assumptions &Req.ID 'Value Value 402.1.1, iGlazing U-factor(area-weighted ; U- ; U- ;❑Complies :see the Envelope Assemblies 402.3.1, 'average). :❑Does Not ;table for values. 402.3.3, 402.5 ` ;❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 !U-factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or ;taken from the default table. k ❑Not Observable 1 ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 'installed per; manufacturer's []Does Not instructions. r f j❑Not Observable #❑Not Applicable ; 402.4.3 :Fenestration that is not site built } ❑Complies ;Requirement will be met. [FR20]1 'Iis listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 00 101/I.S.2/A440 for has infiltration rates per NFRC ❑Not Observable '400 that do not exceed code ❑Not Applicable j ;limits. ,. , 402.4.5 IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR16U sealed at housing/interior finish ❑Does Not and labeled to indicate<2.0 cfm leakage at 75 Pa. "[]Not Observable ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated>= R-8 where duct is r . ❑Does Not >=3 inches in diameter and >_ , ; ; []Not Observable R-6 where <3 inches. Supply and , 'return ducts in other portions of ;' ❑Not Applicable ;the building insulated>= R-6 for diameter>=3 inches and R-4.2 ; 'for<3 inches in diameter. 403.3.2 i,Ducts,air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 'boxes are sealed with ❑Does Not C4 :joints/seams compliant with ;International Mechanical Code or ❑Not Observable 'International Residential Code,as ❑Not Applicable applicable. 4033,5 Building cavities are not used as 7 ❑Complies :Requirement will be met. [F,Rl5]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- :❑Complies ;Requirement will be met. [FR17]2 above 105 QF or chilled fluids ;❑Does Not J below 55 QF are insulated to >_R- 3 ; ; :❑Not Observable : :,[]Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR2411 ;Piping. ❑Does Not 0 ❑Not Observable j❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2 ?R-3. :❑Does Not 1❑Not Observable i :❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air []Does Not " intakes and exhausts. ❑Not Observable ' ❑Not Applicable 1 I High Impact(Tier 1) Z.1 Medium Impact(Tier 2) °3 1 Low impact(Tier 3) Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions &Req.ID Value Value 303.1 - All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable : ❑Not Applicable 303.2, :,Floor insulation installed per ❑Complies !Requirement will be met. 402.2.8 '.manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the v I underside of the subfloor,or floor ❑Not Observable : framing cavity insulation is in ❑Not Applicable ;contact with the top side of : :sheathing, or continuous :insulation is installed on the underside of floor framing and ; extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a; R- R- :❑Complies ;See the Envelope Assemblies 402.2.5, '.mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable ' [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable : ; 303.2 Wall insulation is installed per 'ElComplies :Requirement will be met. [IN4]1 !manufacturer's instructions. []Does Not ❑Not Observable - IE]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3`#: Low Impact(Tier 3) Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 7•of10 Section Plans Verified Field Verified # Final Inspection Provisions value Value Complies? Comments/Assumptions &Req.ID 402.1.1, 'Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ;❑ Wood ',❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel UNot Observable 402. [Fill'2.6 ; 1 ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 ;Blown insulation marked every 300 ft2. ❑Not Observable 1 ❑Not Applicable ; 402.2.3 • 5Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation.' ❑Not Observable ; ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- 1❑Complies ;Requirement will be met. [FI311 "insulation>_R-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50 = ;❑Complies :Requirement will be met. [Fi17]1 iach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 1 403.3.3 :Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ❑Does Not ieither: Rough-in test:Total ; ;leakage measured with a ONot Observable pressure differential of 0.1 inch ; ; ;❑Not Applicable w.g.across the system including 'the manufacturer's air handler 1 enclosure if installed at time of ;test. Postconstruction test:Total ; 'leakage measured with a pressure differential of 0.1 inch ; ;w.g.across the entire system ; ;including the manufacturer's air I handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [F14]1 1cfm/100 ft2 across the system or ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air ' ;handler @ 25 Pa. For rough-in ❑Not Observable ; I verification may need to ;❑Not Applicable ,,occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated "" ❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2%of ❑Does Not !design airflow. ❑Not Observable ; I ( 1EINot Applicable 403.1.1 Programmable thermostats ; ❑Complies :Requirement will be met. [Fig]? installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable ; code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies :Requirement will be met. [F110]2 on heat pumps. ❑Does Not ❑Not Observable { ❑Not Applicable 403.5.1 "'- Circulating service hot water L ❑Complies :Requirement will'be met. [Flll]z systems have automatic or ❑Does Not accessible manual controls. ; ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) !2" Medium Impact(Tier 2) 3:_'I Low Impact(Tier 3) Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID. 493.6.1 All mechanical ventilation system ❑Complies :Requirement will be met. [FI25]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits per Table [-]Not Observable ❑ R403.6.1. Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [926]2 through one-or two-pipe heating ± ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor []Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply [:]Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems t ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 1 not applicable. 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the []Not Applicable ; desired water temperature in the ` ,piping. 403.5.2 Demand recirculation water ❑Complies ;Exception: Requirement is [F[30]2 systems have controls that ❑Does Not :not applicable. manage operation of the pump ; and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable ; piping to<= 104°F. j ; 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not :not applicable. B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units<3 psi for ❑Not Applicable individual units connected to one ; or two showers. Potable water- ; side pressure loss of drain water heat recovery units<2 psi for individual units connected to ; three or more showers. 404.1 ;90%or more of permanent ❑Complies :Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not []Not Observable ❑Not Applicable 404 1.1- Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI23]3 no continuous pilot light. ❑Does Not :not applicable. []Not Observable a" ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met, [FI7]? ❑Does Not []Not Observable ; IE]Not Applicable 11 High Impact(Tier 1) 2,.. Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: 300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 9 of10 Section Plans Verified Field Verified ovisions# Final Inspection.Pr Value Value Complies? Comments/Assumptions &Req.ID 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. (FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ; i ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 300 Ben►ietts Pond Lane Report date: 12/05/23 Data filename: Page 10 of10 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.28 Door 0.25 0.28 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments MATERIAL DRAWING MARKERS LIST OF DRAWINGS No: Date: Description: THE FOLLOWING ABBREVIATIONS MAY BE USED IN ANY OF THE CONSTRUCTION DRAWINGS, OR MAY BE PATTERN INDICATES SYMBOL DESCRIPTION THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO 1 09.22.23 For Client Review SUPERSEDED BY SPECIFIC ABBREVIATIONS LISTED ON ANY SUBSET OF THE DRAWINGS.THIS IS A BE ABSOLUTELY CURRENT. 2 10.03.23 For Client Review LIST OF ONLY THE MOST COMMONLY USED ABBREVIATIONS; THE FULL LIST OF ABBREVIATIONS WHICH G e a. , MIGHT BE ENCOUNTERED IS CONTAINED IN PART 2 OF SECTION 01020 OF THE SPECIFICATIONS. <d CONCRETE 1 ARCHITECTURAL 3 10.11.23 For Client Review d BUILDING SECTION OR SECTION DETAIL 4 10.18.23 For Client Review �01 T1 GRAPHICS, LEGEND, ABBREVIATIONS (OPTIONAL) 5 11.09.23 For Permit Approval A[lI AMPERE EXH EXHAUST MULT MULTIPLE SUSP SUSPENDED T2 NAILING SCHEDULE pP A/C AIR CONDITIONING EXIST EXISTING[4] MWK MILLWORK SW SWITCH CONCRETE MASONRY T3 BRACE WALL CONNECTION DATA ABV ABOVE EXP[1] EXPOSED N[1] NORTH SYM SYMMETR(ICAL/Y/ICALLY) AND BRACE WALL PLAN AC[1] ALTERNATING CURRENT EXP[2] EXPAN(DED/SION) NEG NEGATIVE SYS SYSTEM T4 TYPICAL /STANDARD AIR SEALING DETAILS ACC ACCESS EXST EXISTING[2] NIC NOT IN CONTRACT T TREAD EXTERIOR ELEVATION D1.1 EXISTING FIRST FLOOR PLAN AD AREA DRAIN EXT EXTER(NAL/IOR) NO NUMBER T/STL TOP OF STEEL WOOD FINISH A101 FOR DEMOLITION BIOv'b'cP sOAr ADD ADDENDUM EXTG EXISTING[3] NOM NOMINAL T/CONC TOP OF CONCRETE ADDL ADDITIONAL F[l] FAHRENHEIT NRC NOISE REDUCTION COEFF. T/CURB TOP OF CURB [2] / — A1.0 PROPOSED FOUNDATION PLAN and CILtC�j�jpf-k T/SLAB TOP OF SLAB(2] � � A1.1 PROPOSED FIRST FLOOR testingT-e ADH ADHESIVE FA[2] FRESH AIR NITS NOT TO SCALE 1 DETAIL MARKER A1.2 PROPOSED ROOF PLAN quia ed+ ADJ ADJUST(ABLE) FAB FABRICATE oC ON CENTER T/WALL TOP OF WALL[2] WOOD ROUGHING, DISCONTINUOUS 1 \_ , AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OCT OGTAGON(AL) TAN TANGENT(IAL) A2.0 PROPOSED ELEVATIONS AGG AGGREGATE FIN FINISH(ED) OD OUTSIDE DIAMETER TEL TELEPHONE A101 A2.1 PROPOSED ELEVATION AHU AIR HANDLING UNIT FIXT FIXTURE[2] OPG OPENING[1] TEMP TEMPERATURE WOOD ROUGHING,CONTINUOUS A3.0 PROPOSED BUILDING SECTIONS AND WINDOW SCHEDULE AL ALUMINUM FL[1] FLOOR OPNG OPENING[2] THD THREAD ALLOW ALLOWABLE/ANCE) FLCO FLOOR CLEANOUT OPP OPPOSITE THK THICKNESS) ALT ALTERNATE FLRG FLOORING OZ OUNCE THRU THROUGH LEGEND '"I'Stprovide Manuals ANC ANCHORAGE/ED) FLUOR FLUORESCENT PAV PAV(E/ED/ING) TLT TOILET D T and nd S a,, per ANOD ANODIZED FND FOUNDATION PC[1] PRECAST TOP TOLERANCEEPOR — EXISTING WALLS TO BE DEMOLISHED AP �0 E �S NOTED 1�,�aT �>per ;y Code AP ACCESS PANEL FP FIREPROOFED/ING) PC[2) PIECE TOC TOP OF CURB [1] SATE' _ E ARCH ARCHITECT(URAL)['1] FPM FEET PER MINUTE PCF POUNDS PER CUBIC FOOT EXISTING DOORS TO BE DEMOLISHED EXISTING PLANS FOR,SQUARE FOOT / APARTMENT COMPUTATIONS ASSY ASSEMBLY FT FOOT PED PEDESTAL TOS TOP OF SLAB[1] FEE PROJECT TOT TOTAL EXISTING WALLS TO REMAIN . BY: AUD AUDI(O/TORY/TORIIJM) FTG[1] FOOTING PERF PERFORATE/ED/ION) NOTIFY BUILDING DEPARTMENTAL AUTO AUTOMATIC FTR FINNED TUBE RADIATION PH PHASE TOW TOP OF WALL[1] 631-765-1802 8AM TO 4PM FOR THE AWG AMERICAN WIRE GAUGE FLIT FUTURE PL[1] PLATE(D) TRANS[1] TRANSFER[2] FOLLOWING INSPECTIONS: U) BD BOARD FX FIRE EXTINGUISHER PL[2] PROPERTY LINE TRANS[2] TRANSFORMER[2] EXISTING DOORS TO REMAIN 1. FOUNDATION-TWO REQUIRED C: ��dClitlOna� FOR POURED CONCRETE O TRANS[3] TRANS MIT(TER/TAL)[2) 2, ROUGH-FRAMING&PLUMBING :+—+ rr,� Certification BEL BELOW GA GAUGE PLAM PLASTIC LAMINATE TUB TUBE PROPOSED WALL CONSTRUCTION 32'-21/2" 3. INSULATION BET BETWEEN GAL GALLON PLAS PLASTER ( /ING) 1�1�U11 BIT BITUMINOUS GALV GALVANIZED[2] PLBG PLUMBING TV TELEVISION cz May Be Required. BLDG BUILDING GB[1] GYPSUM BOARD PLY PLYWOOD TYP TYPICALF� 4. FINAL-CONSTRUCTION MUSTBE COMPLETE FOR C.O. N U U VALUE <THERM.CONDUCT.> BLK BLOCK GC GENERAL CONTRACT(OR) PNL PANEL NEW DOORS ALL CONSTRUCTION SHALL MEET THE -- BLKG BLOCKING GEN GENERATOR POL POLISH(ED) UH UNIT HEATER REQUIREMENTS OFTHE CODES OFNEW UNF UNFINISHED sT Q TY BM[i] BEAM GL GLA(SS/ZED/ZING) PR PAIR A YORK STATE. NOT RESPONSIBLE FOR �� a)� BO BY OTHERS GPM GALLONS PER MINUTE PREFAB PREFABRICATE(D)[2] LION UNLESS OTHERWISE NOTED P I CAL SYMBOLS O AST DESIGN OR CONSTRUCTON ERRORS BOT BOTTOM GRAN GRANITE PRTN PARTITION[2] U oV ULTRAVIOLET S o J BPL BEARING PLATE GYP GYPSUM PT[1] POINT V[1] VALVE SYMBOL INDICATES BRG BEARING HB HOSE BIBB PTD[2] PAINTED V[2] VOLT n E COMPLY WITH ALL CODES OF o '- BRS BRASS HD[1] HEAVY DUTY PVC POLYVINYL CHLORIDE VAC VACUUM O NEW YORK STATE &TOWN CODES a Z BRZ BRONZE HDW HARDWARE PVMT PAVEMENT VAR VARIES 7 COLUMN LINE LABEL, MAJOR c AS REQUIRED AND CONDITIONS OF Q� 2::BS BOTH SIDES HEX HEXAGONAL OD QUICK DISCONNECT VCT VINYL COMPOSITION TILE DATUM ELEVATION 6-4 1/2 O m U C � BTU BRITISHTHERMALIJNITS HM HOLLOW METAL QUAD QUADRUPLE(X) VENT VENTILAT(E/TION) 0 -0 = EXISITNG FIRST FLOOR FINISHED FLOOR p a T , ^ +_+ All c-: eriorIigxhting v� N� A'BOARD BTUH BTU/HOUR HOR HORIZONTAL QUAL QUALITY VEST VESTIBULE r O m ins—'Ir replaced or S�� F, L 'yiN iRUS7ES o 2 P BVL BEVEL(ED) HP[1] HIGH POINT R[1] RISER VERT VERTICAL 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK � O repo't',:d shall Conform C[1] COURSE[1] HP[2] HORSEPOWER R[2] RADIUS VID VIDEO , � Y�,it� C') �-�, Q te) _ t �Pte�'172 C[2] CELSIUS HP[3] HIGH PRESSURE R[4] R VALUE <THERM. RESIST.> VIF VERIFY IN FIELD 55E DOOR LABEL- SEE DOOR SCHEDULE SPEC. SECTION 08701 w'J NOLG riPC _� f CAB CABINET[2] HT HEIGHT RA RETURN AIR VOL VOLUME E SOHD VP 1 VENEER PLASTER v^, CB CATCH BASIN HTG HEATING RCP[1] REFLECTED CEILING PLAN ( ] O GLASS TYPE-SEE SPEC. T1 pn o o W CBT CABINET[1] HTR HEATER RD[1] ROUND zv U� VP[2] VENT P o 0 CEM CEMENT HVAC HTG,VENT, &A/C RD[2] ROOF DRAIN VS VERSUS CFM CUBIC FEET PER MINUTE HW[i] HEAVY WEIGHT REF[1) REFERENCE <POINT> W[il WIDTH SD SMOKE DETECTORS UC-02UPANVI�, OI�y P, Ls••® W[2] WATT CI CAST IRON HW[2] HOT WATER REF[2] REFRIGERATOR W/ WITH CO MONOXIDE NOX DE DETECTORS O CIR CIRCLE HYD HYDRAULIC REINF REINFORCE(D/INGIMENT)[2] USE IS UNLAWFULL ^ CKT CIRCUIT ID INSIDE DIAMETER REPL REPLACE Vp/O WITHOUT O 38'-7" _ L.✓I.. CL[i] CENTERLINE IN INCH READ REQUIRED WL) WET BULB HD HEAT DETECTOR VVITi iOUT CFRTIFIC ; CLG CEILING INC INCREMENTAL REQT REQUIREMENT Wc[l] WATER CLOSET OF OCCUPANCY CLJT CONTROL JOINT INCL INCLUDE(D) REV REVIS(E/ED/ION) W(;[21 WATER COOLED EXISTING SECOND FLOOR PLAN CLL CONTRACT LIMIT LINE INS INSULAT(E/ED/ION) RGD RIGID V,1.,0 WALL CLEANOUT CONSTRUCTION CODE STATEMENT 1 This drawing and design layout is an instrument of services [ ] WD WOOD SCALE: 1/8" = 1'-O" _ RrA WATER RUNOFF property g CM[1] CENTIMETER INT INTERIOR RH 2 RELATIVE HUMIDITY THIS DESIGN CONFORMS WITH THE RESIDENTIAL and theof John Cunniffe,Architect.This drawing WI WROUGHT IRON RETAIN STO� CONSTRUCTION CODE OF NEW YORK STATE - 2020 PURSUANT TO CHAPTER 236 and design CM[2] CIRCULAR MIL INV INVERT RM ROOM layout may not be reproduced or reproductions CMT CERAMIC MOSAIC TILE IPS IRON PIPE SIZE RNF REINFORCE(D/ING/M ENT)[1] Nf1' WEEK AND ALL STEEL WORK UNDER ASCE 7-16 hereof used without the expressed written consent of John CMU CONCRETE MASONRY UNIT JC JANITOR'S CLOSET RO[i] ROUGH OPENING WL WIND LOAD 2020 IRC NYS ECC NYS OF THE TOWN CODE. Cunniffe,Architect. COL COLUMN JT JOINT S[1] SIDE WM WIRE MESH It is a violation of the law for any person unless acting under COMM COMMUNICATION K KILO- <THOUSAND> SAF SAFETY WO WITHOUT the direction of a licensed architect,to alter any item in any COMP COMPRESS(ED/ION/I BLE) KG KILOGRAM SAN SANITARY WP WATERPROOF(ED/ING) JOHN CUNNIFFE, RA ,PLUMBING! way. If any item on this document is altered,the altering CONC CONCRETE KO KNOCKOUT SAT SATIN WPT WORKING POINT ALL PLI IM;t.I!-,Ir '.V,-=`--E architect shall affix to such items his or her seal and signature CONN CONNECTION[2] KSI KIPS PER SQUARE INCH SC SOLID CORE WR WATER REPELLENT 11.,A WATER LINES AE'--. and notation"Altered by"followed by the architects'name, T98- ING.I3EFORE: CO`-E1-'R?NG date or alteration,and specific description of the alteration. CONST CONSTRUCT(ION) KW KILOWATT SCH SCHEDULE WS[2] WATERSTOP 23'-3' 31'-81 2" CONT CONTINU E/OUS KWH KILOWATT HOUR SCRN SCREEN WSHR WASHER ( ) [ ] [ ] v+,T WEIGHT ENERGY CODE COMPLIANCE STATEMENT All dimensions and existing conditions shall be checked and CONTR CONTRACT(OR) L 1 LENGTH SD[1] SOAP DISPENSER verified by the Contractor before proceeding with the work. CORR CORRIDOR LAM LAMINATE(D) SD[2] STORM DRAIN WWF WELDED WIRE FABRIC — —CSK COUNTERS(INK/UNK) LAV LAVATORY SDL SADDLE — XFMR TRANSFORMER[l] I HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL PLUMBER CERTIFICATION CTJT CONSTRUCTION JOINT LB POUNDS SEC SECOND(S) YD YARD STATES THAT TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL I ON LEAD CONTENT BEFORE JOHN CUNNIFFE - ARCHITECT CU[1] CUBIC LL LIVE LOAD SECT SECTION ZN ZINC JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE I I CERTIFICATE OF OCCUPANCY John Cunniffe-Architect 2020 NYSECCC AND ANY AND ALL SUPPLEMENTS. SOLDER USED IN WATER 17 Hillside Road CUH CABINET UNIT HEATER LP[1] LOW POINT SEP SEPARAT(E/TION) c U �, , Stony Brook, New York 11790 - - - J u-. PPLYS. STEMCAM, ICT CUST CUSTOM LP[2] LOW PRESSURE SERV SERVICE o T 631 751 0590 CW COLD WATER LT LIGHT SF SQUARE FEETa0i N I — — — uP E� iL, G .,i" J G� /U F_'° CWK CASEWORK LVL LEVEL SHT SHEET i JOHN CUNNIFFE, RA john@jdcarchitects.com DB[1] DECIBEL LW LIGHT WEIGHT SHTG SHEETING ELECTRICAL DC DIRECT CURRENT M[1] METER Sip] SQUARE INCHES 7 INSPECTION REQUIRED DEG DEGREES M[2] MOMENT <BENDING> SIAM SIAMESE CONNECTION EXISTING CONSTRUCTION STATEMENT '��'REDcuRk_// DF DOUGLASS FIR MAN MANUAL SIM SIMILAR M DIA DIAMETER MATL MATERIAL[2] SK SKETCH �� DIM DIMENSION MAX MAXIMUM SLNT SEALANT THIS OFFICE AND ITS ACTING ARCHITECT FIND THE EXISTING FOUNDATION WALLS �� a DL DEAD LOAD MECH MECHANIC(AL) SLV SLEEVE AND 2x4 WALL STUDS AND PLATES TO BE SUITABLE FOR ADDITIONAL LOADING PER N Fire separation DN DOWN MED MEDIUM SMP SIMPLE(X) NYS BUILDING STANDARD AND CODES- 2020 UNIFORM CODE SUPPLEMENT required as. per APPENDIX J SECTION 803.1. �� 030893 �� DO DITTO <THE SAME> MEM MEMBRANE SOL SOLID NYS Code M DPR DAMPER MET METAL[1] SPEC SPECIFY/ICATION) 00 OF N DR DOOR MFR MANUFACTURE(ER/ER'S) SPKL SPRINKLER U - ------------ DTL DETAIL MFG MANUFACTURING SPKR SPEAKER JOHN CUNNIFFE, RA DUP DUPLEX MH MANHOLE SPL SPECIAL PRWECT NUMBER: DW DISHWASHER MIL[1] THOUSANDTHS OF AN INCH SQ SQUARE DWG DRAWING MIN[1] MINIMUM SS STAINLESS STEEL[1] SCALE: AS NOTED EL ELEVATION MIN[2] MINUTE ST[1] STEEL MECHANICAL EQUIPMENT STATEMENT DRAWING: ELEC ELECTRIC(AL) MISC MISCELLANEOUS ST[2] STORM 22�-9° 32'.212' ELECTRICAL, MECHANICAL SUB CONTRACTOR AND GENERAL CONTRACTOR ARE J GRAPHICS, LEGEND, ABBREVIATIONS ELEV ELEVATOR MK MARK ST STL STAINLESS STEEL[2] RESPONSIBLE TO CONFORM TO CURRENT 2020 BUILDING AND ENVIRONMENTAL (t EMER EMERGENCY MM MILLIMETER STC SOUND TRANSMISSION COEFF. CODES AND ANY CURRENT SUPPLEMENTS IN RELATIONSHIP TO THE INSTALLATION EMT ELECT. METALLIC TUBING MO[1] MASONRY OPENING STD STANDARD REFER TO ALL HERS RATING INFORMATION PROVIDED. ENGR ENGINEER(ED/ING) MOT MOTOR STL STEEL 2 EXISTING FIRST FLOOR PLAN EP ELECTRICAL PANEL MRB MARBLE STM STEAM DRAWING NUMBER: EQ EQUAL MTL[2] METAL[2] STOR STORAGE SCALE: 1/8" = 1'-0" EW EACH WAY MTR[1] MOTOR STR STRUCTUR(E/AL) INSULATION & ECC COMPLIANCE �-� p C � EXG EXISTING[1] MUL MULLION SUP SUPPLY PROPOSED CONDITIONS. 1ST AND 2ND FR TOTAL 2,287 f total 2 % = _ T 1 2x6 WALLS — R19 BATT s / 5/ 571 SF (APARTMENT SF AREA) 530SF APARTMENT SF AREA COMPLIES WITH CODE PROPOSED CRAWLSPACE WALLS = R10 ON EXTERIOR PROPOSED FAMILY RM. FLOOR -R30 BATT PROJECT NORTH PROPOSED FAMILY RM. ROOF - HOT CLOSED CELL R40 MIN EXISTING GARAGE CONVERSION WALLS = R15 BATT PROPOSED GARAGE CONVERSION WOOD FRAMED FLOOR - R30 BATT PROPOSED GARAGE CONVERSION ROOF HOT CLOSED CELL R40 MIN TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS 1 09.22.23 For Client Review NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,O SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH) - 140 STRUCTURAL MEMBER ALLOWABLE 2 10.03.23 For Client Review Floor DEFLECTION Roof 3-16d box(3 1/2"x0.135'1;or RAFTER SPACING ROOF SPAN (FT) ROOF PITCH ROOF PITCH 3 10.11.23 For Client Review 24 2"subfloor to joist or girder Blind and face nail 4-8d box(2 1/2"x0.113")or 2-16d common(3 1/250.162") < 5:12 > 5:12 RAFTERS HAVING SLOPES GREATER THAN 4 10.18.23 For Client Review 3-8d common(2 1/2"x0.131");or - 3-1/2"WITH NO FINISHED CEILING L/180 3-1 Od box 1 Blocking between ceiling joists or raftE�rs to top plate 3"x0.128").•or Toe nail 3-16d box(3 1/2"x0.135");or ( 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150 ATTACHED TO RAFTERS 5 11.09.23 For Permit Approval 34'4.131"nails 2 16d common(3 1/2'x0.162'� pp 18 209 194 4-8d box(2 1/2"x0.11311;or 3-16d common(3 1/2"xo.162") 24 255 237 INTERIOR WALLS AND PARTITIONS H/ 180 3-8d common(2 1/2"x0.131")•or 26 Band or rim joist to joist 4-10 box(3"0.128"),or End nail 28 287 266 2 Ceiling joists to top plate 3-1 Od box(3"xO.128");or Per joist,toe nail 4-3"x0.131"nails;or 16 O 32 319 295 34'4.131"nails 4-3"x14 ga.staples,7/16"crown .C. 36 351 325 FLOORS AND PLASTER CEILINGS L/360 20d common 4"x0.192" ;or Nail each layer as follows:32"o.c 42 399 370 4-1 Od box(3"xo.128");or ( ) ALL OTHER STRUCTURAL MEMBERS Ceiling joist not attached to parallel rafter,laps over „• at top and bottom and staggered. L/240 3 3-16d common(3 1/2'x0.162),or Face nail 48 447 414 partitions(see Section R802.5.2 and Table R802.5.2) 4-3"x0.131"nails 1 Od box(3"x0.128");or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber 3"xO.131"nails staggered on opposite sides STUCCO FINISHES H/360 4 Table R802.5.2 Face nail layers And: (see Section R802.5.2 and Table R802.5.2) 4-10d box(3"xo.128");or Face nail at ends and at each splice 2-20d common (4"x0.192");or EXTERIOR WALLS-WIND LOADS a. 5 Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 3-10d common(3"x0.148");or Face nail each rafter 3-1 Od box 3"xo.128");or WITH BRITTLE FINISHES L/240 rafter 4-3"x0.131"nails 3-3 x0.131' nails EXTERIOR WALLS-WIND LOADS a, 3-16d box nails(3 1/2"x0.136);or 3-16d common(3 1/2"x0 4-16d box(3 1/2"x0.135");or 162");or WITH FLEXIBLE FINISHES L/120 xo 3-10d common nails(3" .148" . ); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters 4- box(3"x0.128");or At each joist or rafter,face nail 10d 6 Rafter or roof truss to plate or on opposite side of each rafter or 4-1Od 31"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH MINIMUM SPECIFIED COMPRESSIVE STRENGTH NOTE: L-SPAN LENGTH H = SPAN HEIGHT 4-10d box(3"xo.128");or truss' OF CONCRETE ' 44k0.131"nails 2-1 Od box(3"xO.128"),or 2-8d common 29 Bridging or blocking to joist (2 1/2"x0.131";or 2-3"xO.131")nails Each end,toe nail a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO 4-16d 1/2"x0.135"); SPACING OF FASTENERS AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS 3-1 0d c common(3"x0.148");or Toe nail TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN 4-10d box(3"x0.128");or ITEM DESCRIPTION NUMBER AND Intermediate a,b,o Edge 4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER s su ortsc.a Roof rafters to ridge,valley or hip rafters or roof rafter (inches)' pp 7 to minimum 2"ridge beam , (inches) NEGLIGIBLE MODERATE SEVERE b. FOR CANTILEVER MEMBERS, L SHALL BETAKEN TWICE THE PROJECT 3-16d box 3 1/2"xO.135„),or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. 2-16d common(3 1/2"xO.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] 3-1 Od box(3"xo.128");or BASEMENT WALLS, FOUNDATIONS AND OTHER 3-3"xo.131"nails 6d common(2"x0.113")nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI � 30 3/8"-1/2" 8d common(2 1/2"0.131")nail(roof);or R �/ SRS- 6 12' v! Wall 01 (2 3/8"x0.113")nail(roof)I TABLE R301.5 C 16d common(3 1/2"xO.16211 24"o.c.face nail 8d common nail (2 1/2"x0.1311;or RSRS-01 6 12; , BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY O 8 Stud to stud (not at braced wall panels) 10d box(3"xO.128");or 31 19/32"-1" (2 3/8"xO.113")nail (roof)I GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SQ. FOOT •- 3"x0.131"nails 16' o.c.face nail 32 1 1/8"-1 1/4" 10d common(3114.114811)nail;or 6 12 16d box(3 1/2"4.135");or 12"o.c.face nail 8d(21/2"x0.131")deformed nail USE LIVE LOAD W Stud to stud and abutting studs at intersecting wall corners 3"xO.131"nails BASEMENT WALLS FOUNDATION WALLS 9 Other wall sheathings (at braced wall panels) EXTERIOR WALLS AND OTHER VERTICAL 2,500 PSI 3,000 PSI 3,000 PSI 16d common (3 1/2"xO.1621) 16"o.c.face nail 1/2"structural cellulosic fiberboard CONCRETE WORK EXPOSED TO WEATHER 1 1/2"galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 16d common(3 1/2"xO.162') 16"o.c.each edge face nail 33 sheathing diameter,or 1 1/4"long 16 ga.staple with 7/16"or 3 6 10 Built-up header(2"to 2"header with 1/2"spacer) 1"crown UNINHABITED ATTICS WITH LIMITED STORAGE 20 16d box(3 1/2"x0.135") 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS a) � � 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, EXPOSED TO THE WEATHER AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI 5 8d box(2 1/2"x0.113");or 34 fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16"or 1"crown 3 6 HABITABLE ATTICS WITH FIXED STAIRS 30 Cq CM 11 Continuous header to stud 4-8d common(2 1/2"x0.131");or Toe nail SLABS --I LO 1 1/2"galvanized roofing nail;staple galvanized, d) 4-10d box(3"x0.128") 35 1/2"gypsum sheathingd 1 1/2"long; 1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40 '® •' 16d common(3 1/2"x0.162") 16"o.c.face nail (A) AT 28 DAYS PSI o T 1 3/4"galvanized roofing nail;staple galvanized, 12 Top plate to top plate 10d box(3'x0.128");or 12"o.c.face nail 36 5/8"gypsum sheathingd 1 5/8"long; 1 5/8"screws,Type W or S 7 7 (B) SEE TABLE 301.2(1) FOR WEATHER POTENTIAL FIRE ESCAPES 40 � Z 3"xO.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING Wood structural panels,combination subfloor underlayment to framing DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) GUARDS AND HANDRAILS 200 �0 8 16d common(3 1/2"x0.162');or Face nail on each side of end joint 6d deformed(2"x0.120")nail;or .}�.+ � 12-16d box(3 1/2"x0.135");or 37 3/4"and less 8d common 21 6 12 (D) CONCRETE SHALL BE AIR ENTRAINED,TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) 13 Double top plate splice „ • (minimum 24"lap splice length ( /2'x0.131�nail o o GUARD IN-FILL COMPONENTS 50 m � 12-10d box(3'xO.128),or SHALL NOT BE LESS THAN 5 /o OR MORE THEN 7/o 70 CZ 12-3"xo.131"nails each side of end joint) 8d common(2 1/2"x0.131")nail;or E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT O 2 38 7/8"1" 8d deformed(2 1/2"x0.120") nail 6 12 ( ) PASSENGER VEHICLE GARAGES 50 M (continued) (F) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT TABLE 39 1 1/8 R602.3 1 -Continued "-1 1/4" 10d common(3"xo.148")nail;or 6 12 ( PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED ( ) 8d deformed(2 1/2"x0.120")nail COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. ROOMS OTHER THEN SLEEPING ROOMS 40 FASTENING SCHEDULE � 70 ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING AND LOCATION For SI: 1 inch =25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s,1 ksi =6.895 MPa. SLEEPING ROOMS 30 M 16d common(3 1/2"xO.162") 16"o.c.face nail v! 14 Bottom plate to joist,rim joist,band joist or STAIRS 40 O blocking(not at braced wall panels) 16d box(3 1/2"x0.135');or 12"o.c.face nail 1 00 3"xO.131"nails 3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail O 15 Bottom plate to joist,rim joist,band joist or L 2-16d common(3 1/2"x0.162");or 2 each 16"o.c.face nail blocking(at braced wall panel) 4-3110.131"nails 4 each 16"o.c.face nail �-3"DIA.VENT THRU ROOF 3"DIA.VENT THRU ROOF-� 4-8d box(2 1/2"x0.113");or ROOF ROOF 3-16d box 3 1 2"x0. 35 ;or TABLE R301.2 (1) 4-8d common(2 1/2"0.131');or Toe nail 4-10d box(3"xO.128");or CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 4-3114.131"nails SECOND FLOOR f 16 Top or bottom plate to stud WIND DESIGN SUBJECT TO DAMAGE FROM This drawing and design layout is an instrument of services 3-16d box(3 1/2"xO.135");or ICE BARRIER FLOOD AIR MEAN and the property of John Cunniffe,Architect.This drawing SEISMIC WINTE and design layout may not be reproduced 2-16d common(3 1/2"xo.is2');or GROUND ' HAZARDS 9 Y Y p oduced or reproductions End nail ATTIC DESIGN DESIGN UNDERLAYMEN FREEZING ANNUAL hereof used without the expressed written consent of John 3-1 Od box(3"x0.128");or _ SNOW WIND TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY FATHERING FROST LINE TERMITES REQUIRED INDEX TEMP 3-3"xO.131"nails LOAD SPEED EFFECTS REGION DEBRIS ZONE DEPTH TEMPS TYPE X Cunniffe,Architect. 3-10d box(3"x0.128'�;or MPH 10 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"4.162");or Face nail 2"DIA. PROPOSED 20PSF MODERATE YES F.E.M.A. & It is a violation of the law for any person unless acting under 3-3"x0.131"nails , BATH ROOM _-r < 140 NO NO NO C SEVERE 3'-0" TO HEAVY 11 d. 36„ N.F.I.P. FLOOD N/A 52.1 d. the direction of a licensed architect,to alter any item in any '1rDIA. MAP No. way. If any item on this document is altered,the altering 2-8d common on(2 1/2"x0.131");or 3-8d box 1/2"x0.113");or I �r ( 36103CO359 H architect shall affix to such items his or her seal and signature � 18 1"brace to each stud and plate 2-1 Od box(3"x0.128");or Face nail 112"DIA. r 1/2"DIA. I t t/2"DIA. I1 1/2"DIA. 1 and notation"Altered by"followed by the architects'name, 2 staples 1 3/4' AIR I I MANUAL J DESIGN CRITERIA date or alteration, and specific description of the alteration. ADMITTANCE SINK i 3-8d box(2 1/2"x0.113");or VALVE I I I ALTITUDE DESIGN HIGH All dimensions and existing conditions shall be checked and 2-8d common(2 1/2"4.131");or I I ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE verified by the Contractor before proceeding with the work. 19 1"xs"sheathing to each bearing 2-10d box(3"0.128");or Face nail DISH I CLOTHS WC I WASHER WASHER HEATING COOLING TEMPERATURE I TEMPERA FACTOR COOLING DIFFERENCE 2 staples, 1"crown,16 ga.,1 3/4"long SINK v SHOWER 3-8d box(2 1/2"x0.113");or _ 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63'wb) 57.5 JOHN CUNNIFFE - ARCHITECT 3-8d common(2 1/2"0.131');or 4"DIA. 2"DIA. 2"DIA. WIND WIND 3-1 Od box(3" .128");or COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER x0 John Cunniffe-Architect 3 staples, 1"crown, 16 ga.,1 3/4"long FIRST FLOOR 2"DIA. FIRST FLOOR DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY 17 Hillside Road 20 1"x8"and wider sheathing to each bearing Wider than 1"x8" Face nail 9 15 7.5 71.5 M 30% 45-55% Stony Brook, New York 11790 4-8d box(21/2"x0.113");or J; John@jdcarch�ects.com 3-8d common (2 1/2"xO.131');or = 3-10d box(3"4.128");or TO SEPTIC 4 staples, 1"crown, 16 ga., 1 3/4"long SYSTEM f-EXISTING HOUSE TRAP D ARC, Floor �/ 4-8d box(2 1/2"x0.113");or 21 Joist to sill,top plate or girder 3-8d common(2 1/2"x0.131');or Toe nail 3-1 Od box(3"xO.128");or 34'4.131"nails CRAWL SPACE O e 8d box(2 1/2"50,113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8d common(2 1/2"x0.131")•or roof applications also 030893 f�L plate( pp ) 10d box 13"xo.128");or 6' o.c.toe nail '9 3"xO.131"nails OF N 3-8d box(2 1/2"x0.113");or 23 1"x6"subfloor or less to each joist 2-8d common(2 1/2"xO.131');or Face nail 3-10d boc(3"xO.128");or 2 staples 1"crown,16 ga., 1 3/4"long PROJECT NUMBER: (continued) SCALE: AS NOTED DRAWING: NAILING SCHEDULE, CLIMACTIC CRITERIA TABLES AND PLUMBING RISER DIAGRAM DRAWING NUMBER: T2 PROJECT NORTH BWL1 BW2 No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review O EXISTING 3 10.11.23 For Client Review 00 EAT IN KITCHEN 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval BRACED WALL LINES AND PANEL CALCULATIONS AS R602.10 I \ / a WIND ADJUSTMENT FACTORS USED PER TABLE R602.10.3(2) � W ° � CL 1.00(EXPOSURE CATEGORY B,1 STORY STRUCTURE) CO U) 1.00 ROOF AT 8'-0" C) O 0.90 WALL HEIGHT ADJUSTMENT ANY STORY 1.00(2)BRACED WALL LINES V CONTINUOUS RIM FULL HEIGHT BLOCKING ADJUSTMENT FACTOR WILL BE USED= .975 OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE ® 16" O.C. ALONG "" METHOD CS-GB: BRACED WALL PANEL BRACED WALL PANEL MINIMUM LENGTH OF INDIVIDUAL BRACED WALL PANELS PER TABLE 602.10.5 .I FASTENERS AS PER TABLE R702.3.5 METHOD CS-WSP: AT 8'FIRST FLOOR WALL ADJACENT TO 64 WINDOW REQUIRES 24'x.975=23.4"BRACE WALL LENGTH. Ir 8" OC AT THE EDGE AND IN THE FIELD FOR NAILS 772-16d NAILS EACH SIDE METHOD CS-WSP: AT 8'FIRST FLOOR WALL ADJACENT TO 84"DOOR REQUIRES 35"x 975 =34.2"BRACE WALL LENGTH. d O 16- OC FOR SCREWS ( 1 5/8.TYPE W OR S ) METHOD CS-PF: AT 8'FIRST FLOOR WALLS=18"x 1.14=20.6" r *- En � r I 11 I NAILS 10 BE 13 GAUGE 1 3/8 LONG 19/64 HEAD, N 0.098 DIAMA 1/4" LONG ANNUALAR-RINGED, ___ (O V PROPOSED N 5D COOLERS OR GYPSUM BOARD NAILS 8d 0 6" O.C. ALONG I I 0.086 DIAM.X 1 5/8" LONG 9/32" HEAD. 8d ® 6" O.C. ALONG TOE NAIL 3-8d NAILS FAMILY ROOM - BRACED WALL PANEL 8d ® 6" O.C. ALONG BRACED WALL PANEL 8d 0 6" O.C. ALONG AT EACH BLOCKING MEMBE MINIMUM TOTAL LENGTH OF INDIVIDUAL BRACED WALL PANELS REQUIRED ALONG EACH BRACED Q BRACED WALL PANEL BRACED WALL PANEL WALL LINE AS PER TABLE R602.10.3(1) N METHOD CS-WSP: AS PER TABLE R602.3(3) BRACED WALL PANEL BRACED WALL PANEL FOR FIRST FLOOR: U EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL WITH 8d COMMON NAILS BWL(B) METHOD CS-WSP WITH 30'-0'SPACING REQUIRES 7'x.975=6.825' I I I I I I AT 1G"1 O.C. ON EDGE _16d 0 16" OC GE AND 12" O.C. BRACED WALL PANEL ALONG 3-16d 0 16" O.C. ALONG 3 - 16d OC ALONG 15'-4"OF CS-WSP PROVIDED IN FIELD BRACED WALL PANEL BRACED WALLALL PANEL 3-16d ® 16" O.C. ALONG 3-16d ® 16" O.C. EACH d T BRACED WALL PANEL BLOCKING MEMBER BWL(1) METHOD CS-WSP WITH 30'-0'SPACING REQUIRES T x.975=6.825' - fn 12'-0" OF CS-WSP PROVIDED. - , T o M 11 11 I CONTINUOUS RIM OR CD (1) PROJECT I I I END JOIST CONTINUOUS RIM OR BWL(2) METHOD CS-WSP WITH 30'-0"SPACING REQUIRES 7'x.975=6.825"' N (� (� BWL B END JOIST 14'-5" OFCS-WSP PROVIDED. I �12-116d NAILS EACH SIDE FULL HEIGHT BLOCKING ADDITIONAL FRAMING 3'-10 1/2", 8'-4 3/4" 3'-10 1/2" I I I I CONTINUOUS ALONG PANEL NGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING CS-WSP CS-WSP CS-WSP O OF BRACED WALL I II 11 I 2x4 or 2x6 STUD WALL BRACED WALL PANEL ® 16" O.C. ALONG BRACED WALL PANEL -1-0 2-2xBOTTOM PLATE 22'-3" W L FIGURE R602.10.8(2) FIGURE R602.10.8(1 ) BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN BWL1 BW2 � Q FASTI=NING REQUIREMENTS FOR PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING -0 a, BRACED WALL PANEL AS PER FRAMING FRAMING � J N TABLE R602.3.(3) 1 BRACE WALL PLAN AT ADDITIONLO 1 — CZ 2 T SCALE: 3/6" = 1'-0" r 4� ) C: 4.5 .5 .� Simpson 1-1/4" galv.x20 gage ; (1)H2A Stud To Rafter coil strap with (5) 8d common m Connector SIMPSON H2A nails in each end at each rafter. Were the datcnce i;, at each Rafter. With :e:wr<,rl 1- o / 8d x 1-1/2" nails in Rafter MTypical Metal orovid; k:lo�:king ; �5� / p 4 Ft Perimeter Stra in WINDOW HDR 2 Sd x 1-1 2" nails in late Strapping brcce :vr!I ;:rucl 5 8d x 1-1 2" nails in Stud / Zone Panel Field at Openings v 4" O.C. Nailing-See Nailing PROVIDErafter on EachRside RIDGES Nail spacing70 �;•;.-, Horizontally attached Schedule Dwg-1 of Ridge to have a ■�■ n.' plywood sheathing Simpson LSU skewable hanger. ^1 shall have Solid Blocking ',•i- ® all Plywood Joints �W'^ SIMPSON H2A V! Solid blocking between a5 each xRafter. With ils in Rafter 1-1/4"x20 Gage Metal Coil O CI - rafters attached to top � Strap with 5 -8d common nails i JC.7 plate with Bd nails 0 6" o.c 2 ad x 1-1/2" nails in plate P ( ) �*` 1., ui.^ along length of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs and window or door Header. O panel. Typical each side and ALL Look Out Blocks ° Comer Holdowns YP Refer to plans windows and doors. Less than o for locations or Equal !4'' J1 Gable End Wallo 1..{� i`Ep" V'y Jr if required to 12" ° VAX; RIM JOIST BLOCKING BETWEEN RAFTERS ® BRACED WALL PANELS IRC 602.10.8.2(1) NTS RAFTEI-,—TO—STUD CONNECTOR & Solid sawn joist and rafter Sill Strapping ZJACK "DUDS TO HEADER TIE RAKE OVERHANG LIMITS—LOOKOUT BLOCKS This drawing and design layout is an instrument of services See details on NTS notchinla and boring limits. this page. TYPICAL ELEVATION NTS TER TO RIDGE STRAP IRC 802.3.1 and the property of John Cunniffe,Architect.This drawing NTS WALL TO HEADER STRAPPING PROVIDE MIN, 2x4 COLLAR TIESIN LIEU OF RIDGE r0 PEACH RAFTER and design layout may not be reproduced or reproductions NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD hereof used without the expressed written consent of John 4 5 NTS 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED Cunniffe,Architect. TO THE RAFTERS WITH 4-8D NAILS EACH END It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any 3"SQ.x 5/16"WASHERS way. If any item on this document is altered,the altering 1-1/4"x20 gage G-185 &END NUT SETUP architect shall affix to such items his or her seal and signature Galvanized Strap DOUBLE SILL PLATE ON and notation"Altered by"followed by the architects'name, with (5)-8d common nails date or alteration, and specific description of the alteration. �C at each stud, wrap under sill COPPER TERMITE SHIELD e. 110 MPH and nail to back of each sill. W/SILL INSULATION 3'-0" o. ) 6" MIN NOTCH cul Strap may be attached OVER Z 2-6" O.C. 120 MPH)" 12" MAX All dimensions and existing conditions shall be checked and DEPTH <1/4d LEN,71 the plywood OR directly to ,• HOLE EDGE " „;, 5/8 DIA.ANCHOR 1 2 Studs. — , verified by the Contractor before proceeding with the work. DISTANCE >5/ BOLTS P a Sr'AN ON;_Y �.. �01 :F I - ARCHITECT STUD <1 t_Art c. JOHN CUNNIFFE POURED CONCRETE S N>Lc FOUNDATION WALL , ': Z John Cunniffe-Architect /-PLATE i d G G17 Hillside HOLE EDGE ~ (o N Stony Brook,ON@W York 11790 DISTANCE >5/8" Use 1-1/4" Metal a SECTION *- Coil Strap 20 Gage 5) 8d common nails NOTE: T 631 751 0590 2" Min ( PLAN � john@jdcarchitects.com in EACH END at EACH Stud. 1. USE 5/8"DIA ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO FOUNDATION—SILL—STUD CONCRETE W/3"SQUARE x 5/6"WASHERS AND END NUT ASSEMBLY. 2.ANCHORS NOTEC HEREIN ARE NOT TO BE USED FOR OR REPLACED 8d ® s" o.c. Along STRAPPING RE•B QR Braced Wall Panel BY HOLD DOWNS FOR SHEAR WALLS. C Stud notching and boring limits. FIGURE R602.10.8(1) Applies to Garage Wall and 3.ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO \� D. CUAI y/� Slab on Grade Construction 12"MAXIMUM FROM ENDS CAN CORNERS NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WALL TO WALL STRAP ORALL GALVAN GALVANIZED SE HOT ITEELDCOATEDIZED WITHAFTER A MINIMUM F E NTS 1.8 OZ. OF ZINC PER SQUARE FOOT OF STEEL, DETERMINED 10 11 12 BY USING THE ASTM A 90 TRIPLE SPOT TEST. 13 14 030893 OF N� 1-1/4"x20 gage G-185 ALL THRESHOLD CAREFULLY FLASHED & CAULKED TO 0 Hot Dipped Galvanized Strap I I p with (5)-8d common nails`,.. PREVENT. I COMPOSITE RAILING at each stud, wrap under sill WATER INTRUSION SYSTEM. VINYL RAILING o TOP AND BOTTOM RAIL PROJECT NUMBER: 0 0 and nail to back of each sill. HDU5 o Strap may be attached OVER CONTINUOUS FLASHING I AND COLUMN COVER AND 00 ° ° W ? 1f4"x1-1-1/2" the plywood OR directly to EXTENDED I I COLUMN CAP. MEET RCNYS SD CRREWS SCALE: ALLOWABLE LOAD: 1,825 LBS PAST JOIST HANGER Studs. FOR CODE A NOTED ° GALV. DECK HANGER COMPOSITE R Igl X4 TREATED POSTS PRESSURE TREATED � SIMPSON LUS26 0 2X6 WOOD DECKING I LAG BOLTED TO JOIST DRAWING: SIMPSON LUS28 ® 2X8 AS PER MANUFACTURES SPECIFICATIONS. BRACE WALL CONNECTION DATA 1/2" THREADED ROD SIMPSON LUS28 0 2X10 1/2" DIA. GALV BOLTS W/ 3rac d W 16" O.C. Along 2xJ01STS I AND BRACE WALL PLAN COJPLER NUT AND Braced Wall Panel o LOCK WASHERS. 1/2" ANCHOR BOLT o FIGURE R602.10.8(1) ° o ° O0 ° 2xRIM JOIST SIMPSON DDT GALV. DRAWING NUMBER: AD3 DECK TENSION TIE MIN 2 LOCATIONS SIMPSON H2.5 AT Preservative-treated EACH JOIST barrier required for ° q • connectors in contact �� WITH (16) 10D NAILS SIMPSON BC with treated wood • ALLOWABLE LOAD: 1,205 LBS it v° ?:ay.; 2 X P.T. LEDGER; ONE SIZE GREATER OST GIRDER p: v ovo ' THAN JOIST AND NO GREATER CONNECTOR v THAN THE DEPTH OF BAND JOIST ATTACH TO BAND JOIST WITH �? pIq LAG SCREWS PER IRC SIMPSON CORNER TYPICAL HOLD—DOWN BETWEEN TAElt R5D7:2 PROJECT NORTH tip of lag screw shall fully extend beyond MAXItfUA1 OVERHANG HOLDOWN @ BOX FRAMING FIRST AND SECOND FLOOR FOUNDATION—SILL—STUD the inside face of the band foist. TAIL [ ;. i0isl 5 <;Nl4 NTS DECK AND RAILING DETAIL 16 ALLOWABLE LOAD: 1 ,8525 LBS 1 � 1 g STRAPPING 1 9 LEDGER BOARD ATTACHMENT TO BAND JOIST 20 N.T.S. NTS N.T.S. p No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review NN CONTINUOUS BEAD 3 10.11.23 For Client Review OF SEALANT 4 10.18.23 For Client Review / CONTINUOUS BEAD / 5 11.09.23 For Permit Approval MANUFACTURED THIN- / OF SEALANT � PROFILE ATTIC / VENTILATION BAFFLE / VENTED AIRSPACE CONTINUOUS MINIMAL / (FULL WIDTH) ATTIC INSULATION M AT WINDOW PER MPANDING FOAETER CEILING GYPSUM BOARD / AS AIR BARRIER WINDOW CONTINUOUS BEAD AIR BARRIER T AS OF SEALANT —CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD- T CONTINUOUS MINIMAL CONTINUOUS BEAD EXPANDING FOAM AT CONTINUOUS MINIMAL OF SEALANT WINDOW PERIMETER EXPANDING FOAM AT PROVIDE INTERIOR SHEAT CONTINUOUS BEAD WINDOW PERIMETER 1 1/2" RIGID INSULATION OF SEALANT EXTERIOR WALL AND CEILING P EXTERIOR INSULATED WALL CONTINUOUS BEAD TO SOFFIT ASSEMBLY OF ADHESIVE CONTINUOUS BEAD PROJECT OF SEALANT CONTINUOUS BEAD WINDOW UNIT AS OF SEALANT AIR BARRIER CONTINUOUS MINIMAL 0 WOOD FRAME SOFFIT EXPANDING FOAM AT .— ASSEMBLY WINDOW PERIMETER cz --INTERIOR CONTINUOUS BEAD CONTINUOUS BEAD L CABINETRY ° OF SEALANT OF SEALANT V CONTINUOUS SILL SEALER CONTINUOUS BEAD � Q FULL WIDTH OF MUDSILL OF ADHECONTINUSIVE BEAD �� FOUNDATION WALLAS OF SEALANT AIR BARRIER 70 C � rn \ \ a CONCRETE SLAB AS (� ,— //\//\ ° AIR BARRIER 0 z 0 CD rr CONTINUOUS BEAD � m ,\ .\ .\ ,\ /,\//,\//.\//.\/ OF SEALANT 0 Q _0 CONCEPTUAL AIR SEALING STRATEGY CONCEPTUAL AIR SEALING STRATEGY 1 AIR SEAL AT CABINET SOFFIT - SINGLE STORY 2 THIN PROFILE ATTIC EAVE BAFFLE AND VENT 3 LOWER WALL SECTION 4 UPPER WALL SECTION L� 0 SCALE: 1-1/2" := 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" a i This drawing and design layout is an instrument of services TABLE N1102.4.1.1 (R402.4.1.1) and the property of John Cunniffe,Architect.This drawing AIR BARRIER AND AIR BARRIER INSULATION INSTALLATION and design layout may not be reproduced or reproductions a .: hereof used without the expressed written consent of John ',° COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ffi , �` - _ Cunniffe,Architect. \ A continuous air barrier shall be installed In the Air permeable insulation shall not be used as a building envelope. air sealing material. It IS a violation Of the law for an person unless actin under ..,... \.. ..: RMA. . , ,. , ,.:... >0 1w;;, p;;b : ' General Requirements envelope contains#:;' The exterior thermal en o e o s a y p g ��`°`� '. � ;r ` continuous air barrier. the direction of a licensed architect to alter any item in an ,.. .: way. If an item y t " ° Breaks or in the air barrier shall be sealed. y y to on this document is altered,the altering ., .$. .\ . .; The air barrier in an dropped g k \„64, C\ \ y pped ceiling/soffit shall be The insulation in any dropped ceiling/soffit architect shall affix to such items his or her seal and signature t;. \ > ,� `;`€'" " aligned with;he insulation and an gaps in the air ,` �:, : •: Ceiling attic g y g P shall be aligned with the air barrier. and notation"Altered by"followed by the architects'name, :•�� °, �--<• °. � g/ barrier shall be sealed. ...,:a date or It° �'"` aeration, and specific description of the alteration. >''" t< \�' Access openings,dro down stairs MANUFACTURED RECESSED LIGHT ENCLOSURE .. JN \ as or knee wall p doors to unconditioned attic spaces shall be sealed. ATTIC INSULATION . ... : . :. ; wails All dimensions and existing conditions shall be checked and ;.,:,, z The junction of the foundation and sill plate shall Cavities within corners and headers of frame is ATTIC TRUSS „\\, be sealed. walls shall be insulated by completely filling the verified by the Contractor before proceeding with the work. \\ } The junction.of the top plate and the top of cavity with a material having a thermal \\. „... ~" �� >' exterior walls shall be sealed. resistance of R-3 per inch minimum. �, a P „: <. ' ;�, Knee wa..s s;rall be sealed. Exterior thermal envelope insulation for frameJOHN d ` %.r.. . ;, „ walls shall be Installed i CUNNIFFE ARCHITECT d n substantial contact and ` AV F„ \a. \ t° x€. � ;•� '` continuous alignment with the air barrier. ;\ ,: John Cunniffe-Architect j \ tr \;c:<..;,: ' r " Windows,skylights and The spaces between windw/door jambs and 17 Hillside Road \�\ \\\ doors framing,and skylights and framing shall be St ony ony Brook, New York 11790 . .> a _\ si, a. K. ... sealed. ,.€ " .' ,. c ir \0 r` ; .a:.: •y �.k T 631 751 0590 '. r,. „; Rim Joists 5,, Rim joists shall include the air barrier. Rim joists shall be Insulated john@jdcarchitects.com \ '°-�€ •`•'��t•,,.F° ;, • • - °�;.. -�F",_°: '�r,r:.'. Floor framin cavil insulation shall be installed to maintain .,,,� ,�_. ;� � ��\��\\�,;\ \ ,�\ � ��. ;,\;, " r•,;rt�€ " .,,_ -° _ garage and cantilevered The air barrier shall be Installed at any exposed permanent contact with the underside of the subloor floors edge of insulation. decking,or floor framing cavity RED AR Uo•. `;nl ,f'.\` :•E' _ Insulation hall be permitted t f, ;.:... :.: •:\ <` .\ ..,...•. •.,,. \^;; ..�� "' s p m ed o be in contact with the top :;•• ;• :; ` ' :,L, `i>;.r°}' side of the sheathing or continuous insulation installed on UNNj��` mo to V' O� V ;; ,•_ \�WMWA°\;•: the underside of the flood framingand extends from the '�\. s '. :i.,,_:< \ ;:. \\ \\ \ �' EXPANDING FOAM SEALANT AT PERIMETER \\ \ \a. \.. \ \\.:\o\:\\\.., \\\,.,.. \ �\ \\ \\ �\ \ \\, bottom of the top of all perimeter floor framing members CONTINUOUS BEAD OF SEALANT , , ; • ,., Exposed earth in un vented crawl spaces shall Where provided instead of floor insulation, E Crawl space walls ....\.\\ \. �\•;':•eF,i< ....\ ,.�.. ...,..:•.<.. .,ram <_ �.� ,• ,\, ,,\\\,< ;\ vapor retarder with permanently attached to the DRYWALL CEILING \��\.,:. •... .�. ..�:. .`•. -��\�\��::. .:.�.o�.\ �:.: ..\\�.. "•�• overlapping Wo joints taped.v crawlstpacehwallse P ..=_ �., `_. \. . ._. . .,_.. "^ uct s a s un it penetrations,ons an ue s a l� ��.\��.,...�� :::.,,:.,..�,,. : _\�::��\\ ,��,.\ •:��. Shafts penetrations YP ECE ED LIGHTING FIXTURE :�,., \\,, :\�\\. . .._.::...., ..:::.. .. . .;. pe R SS I U �. :, \.•,.\\. \ � opening to the exterior or unconditioned space � 030893 J. \ \,,...,.,< shall be seals . ..a...: .�\.: ....... .: �. ...,.,..\•�\.\.::�.;i�.� a �a�\�' ��\\�\�h\ems `v.�:. \�\\\\�. ::�'. .\,�\�,,. \\ •�,,,.,..... o\\.�..,. �,�,� >:..-_,<�..,• ,,. ,, � �'.' Batts in narrow cavities shall be cut to fit,or narrow cavities \\•.. :\\:\ .\\\ .\ \\...\ a Narrow Cavities �� .<.....:,�, <..„:: .;•• �� \��\a ;��\o,. \ �� shall be filled by insulation that on installation readily \ Y \�p .\.. .�.. \e;.. .<�r •:\:moo.. .\\��\� \. „\c ; \\ \, ;; " conforms to the available cavityspace. Air sealing stall be provided between the Garage Separation garage and conditioned spaces. PROJECT NUMBER: Recessed Iicht fixtures installed in the building Recessed light fixtures installed in the building thermal SCALE: AS NOTED 5 AIR SEAL I N G AT RECESSED LIGHTING IN ATTIC 6 TYPICAL AIR SEALING EXAMPLE Recessed Lighting thermal envelop shall be sealed to the drywall. envelope shall be air tight and IC rated. Batt insulation shall be cut neatly to fit around wiring and DRAWING: SCALE: N.T.S. plumbing in exterior walls,or insulation that on installation SCALE: 4 = 1 0 Plumbing and Wiring readily conforms to available space shall extend behind piping and wiring. TYPICAL / STANDARD AIR SEALING The air barrier installed at the exterior walls Exterior walls adjacent to showers and tubs shall be DETAILS Shower/Tub on adjacent to showers and tubs shall separate l exterior wall P insulated. them from the showers and tubs. Electrical /phone box The air barrier shall be installed behind electrical DRAWING NUMBER: on exterior or communication boxes or air-sealed boxes shall be installed. HVAC register boots that pentrate building Hvac register boots thermal envelope shall be sealed to the subfloor �� or drywall. When required to the sealed,concealed fire Concealed Sprinklers sprinklers shall only be sealed in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids betveen fire sprinkler over plates and PROJECT NORTH walls or ceilings. — — d No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11 .09.23 For Permit Approval 177. I EXISTING ROOFED OVER ENTRY PORCH . I I o � I a - REMOVE II 0 GARAGE g DOOR X II CL I I II EXISTING II UP Li GARAGE PROJECT - - - - - _ _ _ J EXISTING — LIVING ROOM 7J REMOVE MAN ■O DOOR REMOVE SECTION OF WALL CL PROVIDE TEMPORARY— — — 7 .�.� ® — _ SUPPORT AS REQUIRED.— rL — Q \ CL (D c daa � �{� J LLO ■ `V E T_ U) U) 0— EXISTING W � Y DEN o000 ■O ON RAISED m Cz CONCRETE SLAB EXISTING 70 O MUD EAT IN KITCHEN M ROOM 70 O ■ 00 Uj O 177�IPEXISTING (2) 1.75 x 18"LVL T 0 REMAIN 0_ — — - - - - - - - - - - - - - - - - - --------i — —i:: — — — — — — — — — — — — — — — — — / I O \—. 1 I I —REMOVE DECKING IN I THIS LOCATION FRAMING Lw — — — REMOVE REMOVE DOOR AND WALL This drawing and design layout is an instrument of services AND FOOTING TO REMAIN WINDOW I and the roe of John Cunniffe Architect.This drawing SEE NEW WORK NOTES I and designlayout out may not be reproduced or reproductions T O BE REMOVED I hereof used without the expressed written consent of John Cunniffe,Architect. I It is a violation of the law for any person unless acting under the direction of a licgnsed architect,to alter any item in any way. If any item on this document is altered,the altering EXISTING architect shall affix to such items his or her seal and signature DECKING AND FRAMING I and notation"Altered by"followed by the architects'name, T O BE REMOVED I date or alteration, and specific description of the alteration. F_ — — — — — — — I All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work, I I I I I I i JOHN CUNNIFFE - ARCHITECT i John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - � T 631 751 0590 john@jdcarchitects.com 1 FIRST FLOOR EXISTING / DEMOTION PLAN ��-R�'D ARO SCALE: 1/4" = 1'-0" ��o��o. cUN �'/J� � n Q e 030893 OF NE`N LEGEND PROJECT NUMBER: EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: lj EXISTING DOORS TO BE DEMOLISHED EXISTING FIRST FLOOR PLAN EXISTING WALLS TO REMAIN FOR DEMOLITION DRAWING NUMBER: EXISTING DOORS TO REMAIN PROPOSED WALL CONSTRUCTION ru"h NEW DOORS PROJECT NORTH it FLOOR CONSTRUCTION ASSEMBLY: FOUNDATION AND CONSTRUCTION NOTES No: Date: Description: AT NEW WOOD FRAMING OVER EXISTING 1) INTERIOR AND EXTERIOR FOOTINGS,SLABS,AND WALLS SHALL BE 3000 PSI CONCRETE 1 09.22.23 For Client Review GARAGE SLAB SHALL BE REST ON INSULATED WITH R30BATT INSULATION UNLESS OTHERWISE NOTED.GARAGE SLABS SHALL BE 3,500 PSI. 2 10.03.23 For Client Review PLATE SHEATHED WITH A MINIMUM OF J"TONGUE AND 2) FOOTINGS BELOW COLUMNS TO BE 24"X24"X12"UNLESS OTHERWISE NOTED. 3 10.1 1.23 For Client Review _ GROOVED SHEATHING GLUED AND SCREWED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3) CONTRACTOR TO VERIFY SOIL BEARING CAPACITY TO BE NOT LESS THAN 2000 PSF. 4 10.18.23 For Client Review NO FOOTINGS OR SLABS ARE TO BE CAST ON UNCONTROLLED FILL,LOOSE SOIL,ORGANIC 5 11 .09.23 F Pit Approval _ — — — — — — — — — — — — — — — — — — — — — — — — MATERIAL, FROZEN GROUND,MUD,CLAY OR OTHER UNSUITABLE MATERIALS. IF ANY OF or Permit r G.C.TO CONFIRM III I THESE SITUATIONS ARE PRESENT IT SHOULD BE BROUGHT TO THE ATTENTION OF THE TOP OF PLATE ELEVATION III I I CONCRETE ENGINEER. 4� 1 III I SLAB ON GRADE 4) CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT NOT LESS THAN 5%OR III I I MORE THAN 7%. -6 III I I 5) IF CONCRETE IS DELIVERED IN AN OUTDOOR TEMPERATURE LOWER THAN 40 DEGREES F IT SHOULD BE HEATED TO INSURE THAT IT WILL ARRIVE AT THE JOB SITE HAVING A co I Ifff I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — -- TEMPERATURE OF NOT LESS THAN 60 DEGREES F OR GREATER THAN 85 DEGREES F. " fi ICI I 6) IF IT LOOKS AS THOUGH THE TEMPERATURE OF THE AMBIENT AIR WILL FALL BELOW L flt J r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 FREEZING FOR 3 CONSECUTIVE DAYS,COLD WEATHER CONCRETE SPECIFICATIONS WILL NEED 2 x10 FLOOR c JOISTS 2 x10 FLOOR JOISTS TO BE FOLLOWED.CONTACT ENGINEER IF THIS IS GOING TO OCCUR. ccIII 16"o.c. QI16" = I I I 7)THE ADDITION OF ANY ADMIXTURES TO CONCRETE SHALL BE APPROVED BY THE U I 2x ACQ LU I J s JII GARAGE SLAB _j CC I I I UP ENGINEER. CO C� PAINT SLAB WITH Wo C3 I 8) ALL REBARS TO BE GRADE 60 KSI STEEL AND SHALL BE FREE OF RUST,SCALE AND � N QII I DRYLOCK PAINT FOR VAPOR X o NII BARRIER PROPERTIES N 2 I I I I I I I I 9) ALL REBARS SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL REBAR SPLICES TO BE MINIMUM 40 BAR DIAMETER. REBAR SHALL BE CONTINUOUS N I 1 I 1 THROUGH CORNERS WITH SPLICES LOCATED NOT CLOSER THAN 3'FROM CORNERS. 12" DIA CONC PIER — L- — — L 11I J I ( I 10) ALL FOOTINGS ARE TO HAVE THEIR REBAR PLACED NO CLOSER THAN 3"TO THE 3,500 PSI SUPPORTING SOIL. 4-0" BELOW GRADE III I 11) NO WEIGHT SHALL BE PLACED UPON FOOTINGS OR WALLS UNTIL 7 DAYS AFTER PROJECT TREATED 4 x 4 POST \� III — — — I I PLACEMENT AS LONG AS THE CONCRETE STRENGTH HAS REACHED 2500 PSI OR BY ON SIMPSON BP PLATE 1 ( \ \ III I I — — — ENGINEER'S APPROVAL. REST O INFILL GARAGE DOOR OPENINGS \\\\\\ III BUILT UP PLATE I I I 12) CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF FORMED FOOTING AND U) CONFIRM OR PROVIDE \\ I — — — FOUNDATION WORKAND SHALL INCLUDE WATERPROOFING AND OUT-SULATION BOARD. � 8"/3,500 PSI POURED IN PLACE \\ III ( F — 7 F — L — — — J 1 O 1 I O I I 13) BACK FILLING AGAINST FOUNDATION SHALL NOT TAKE PLACE UNTIL FIRST FLOOR IS 0 REINFORCED WALL WITH L — J L — J ANCHORED TO FOUNDATION. BACKFILL MATERIAL SHALL BE CLEAN COURSE SAND. FOUNDATION WALL WITH _ _ _ _ _ _ _\_ _ _ — — — — — — — — — — I I EQUIPMENT USED FOR BACKFILLING SHALL NOT COME CLOSER TO THE WALL THAN THE 8 DEEP REINFORCED CONCRETE r I I I HEIGHT OF THE BACKFILL. L FOOTING WITH 4"OFFSETS. I \\\\ SEE GENERAL NOTES THIS PAGE \\ I EXISTING 14) ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. IF SOIL IS DISTURBED, -F-+ FOR REINFORCING. PROVIDE 1 \\\\ I I BASEMENT I MECHANICAL COMPACTION TO 95%RELATIVE COMPACTION IN SOIL LIFTS NOT EXCEEDING 6" BITUMINOUS DAMP PROOFING AND 2" 1 \\ RIGID INSULATION ON OUTSIDE OF \\ I I 15) CONCRETE WALL DESIGN ASSUMES BACKFILL IS WELL DRAINED. WALL \\\\ �\ I I I CD 16) ANCHOR BOLTS TO BE 5/8"X 12""J"SHAPED,HOT DIPPED GALVANIZED OR Cz N STAINLESS STEEL LOCATED 32" ON CENTER UNLESS OTHERWISE NOTED AND A MAXIMUM OF 7 J L0 \ \ A 12"FROM ALL CORNERS. PROVIDE NOT LESS THAN TWO(2)ANCHOR BOLTS ON ANY ONE "O 0) SLAB \\\ A I SILL.ANCHOR BOLTS TO HAVE NUT AND WASHER TIGHTENED TO SILL.WASHERS SHALL BE A r \\ I M F 3/16 X 3 X 3 SQUARE PLATE WASHERS UNLESS OTHERWISE SHOWN. I ON GRADE \ A MINIMUM O " " " \\\ \\ EXISTING BII.00 BOLTS TO BE LOCATED DOWN THE CENTER OF THE SILL PLATE.DEVIATION OF MORE THAN N Z \\ A I I C L R 1-1/2"IS NOT BE ACCEPTABLE, W U \\\ \,\ I N A C i i 17) PROVIDE(1)#4 REBAR CONTINUOUS REINFORCING AT TOP OF ALL FOUNDATION WALLS. `. \ Cc EDGE. PROVIDE CONTINUOUS #4 REBAR FROM BOTTOM OF WALL TO TOP OF WALLTO TOP CO 2 2 I I co OF WALL EVERY 36". o L- — — — — — — — — — — — — — — — — — -— — — — II O A1.0 —A1�0 — 1 — — — — — — — — — J 18) PROVIDE(3)#4 REBAR CONTINUOUS REINFORCING IN WALL FOOTINGS PLACED 3" co L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I FROM SOIL AND 4"FROM OUTSIDE FOOTING EDGE UNLESS OTHERWISE SHOWN. 1� - - - - - - - - - - - - - - - - — — — — — 19) PROVIDE ROLL ON BITUMINOUS DAMP PROOFING MEMBRANE AT ALL NEW FOUNDATION WALLS J3 Q) I I I I I q I— U_ O I I o 8" (2)2 x10 DROPPED BEAM LU O UNDER EXISTING 1 > I I I z � " I — 2X8RIMJOIST. F - - �— F_ Z I I I � 0 �p - - - - - - _ � - - - -= — = =I I— PROPOSED SLAB I a II O W 4'-6" Qr I I L _ L _ J I J ° L I I I u l I I I EXISTING XGO I (2)2 x 10 TREATED PROPOSED z CONCRETE PATIO —GIRDERS — — — — — — I I I ILL]> a . — — — — — — — � _ _ � CRAWLSPACE O EXISTING FOUNDATION WALL � ON GRADE — — — — — — — — — I 4"CONC ETE SLAB OVER 6 07" I I I - - - - - - - - - I I eo MI APOR BARRIER 4 EX REBAR EPDXY SET IN Q This drawing and design layout is an instrument of services I I I I I I LL1r EACHIS DE EVERYEO"DVERTCAL and the property of John Cunniffe,Architect.This drawing I- 1- 1 EXISTING REMOVE ( I I I NEW F.W. and design layout may not be reproduced or reproductions EXISTING I a I I o hereof used without the expressed written consent of John I Cunniffe,Architect. (n ( I , (2)2 x10 DffdPPEb GIRDER o a I � p 12" DIA = � � = = = = = =I= It is a violation of the law for any person unless acting under 4? I Z " CONC PIER L J L J L J FOUNDATION PINNING DETAIL y y Is 2 the direction of a licensed architect,to alter an Item in an r I 3,500 PSI I I c7 cn T -3'-0" BELOW GRADE I I I = W way. If any item on this document is altered,the altering X TREATED 4 x 4 POST cWi ¢ SCALE: 3/4" = 1'-0" architect shall affix to such items his or her seal and signature N (TYPICAL) a and notation"Altered by"followed by the architects'name, ON SIMPSON BP PLATE I M o 24 x 24 x 10 DEEP I M date or alteration,and specific description of the alteration. I 3,500 PSI SPREAD p 0 I FOOTING WITH (3) o r° I All dimensions and existing conditions shall be checked and No.4 REBAR EACH WAY o verified by the Contractor before proceeding with the work. ui I 3-1/2"STEEL LALLY COL. x I 1F (2)2 x 10 TREATED I - I WITH TOP PLATE CM w 1 GIRDER& — — — > JOHN CUNNIFFE - ARCHITECT L — _____ —— ______— — / / // // /� John Hillside R e Architect — — 17 Hillside Road — — — — — — — — — — — — — — — — �'ANCHOR BOLTS SEE DETAIL No. REI1NFOFO Stony Brook, New York 11790 14/SHT T 631 751 0590 8 3 PSI POURED IN PLACE PROVIDE COPPER TERMITE SHIELD john@jdcarchitects.com RCED CONCRETE FOUNDATION WALL WITH AND SILL SEALER ° 6'-6" 5'-10 1/4" V-3" 22'-1" 8" DEEP REINFORCED CONCRETE VERIFY IN FIELD WITH EXISTING CONDITIONS FOOTING WITH 4"OFFSETS. NEW 4"CRAWL SPACE SLAB ED ARC SEE GENERAL NOTES THIS PAGE OVER 6 MILL VAPOR BARRIER ° FOR REINFORCING. PROVIDE / _ ` .° ��' 0UN4'/,�� BITUMINOUS DAMP PROOFING AND 2 COLD ROLL ON 4/ RIGID INSULATION ON OUTSIDE OF BITUMINOUS DAMP PROOFING \� _ a ° WALL AND 2"RIGID INSULATION NO.4 REBAR EVERY 48"O.C. - 030893 l�L� 14 _ 8 °a x OF NEVI 1 PROPOSED FOUNDATION PLAN REINFORCED CONC.FOOTING a a 1 �� 3,00 PSI WITH (3) CONT.No.4 REBAR \ ° ° Q �/ ' \� PROJECT NUMBER: SCALE: 1/4" = -0 AND No.4 REBAR EVERY 24"o.c. \it4 \�\ SCALE: REBAR 3"FRONT FACE OF CONC. \ \� \\ \\ AS NOTED LEGENDDRAWING: PROPOSED FOUNDATION PLAN EXISTING WALLS TO BE DEMOLISHED O EXISTING DOORS TO BE DEMOLISHED 3 FOOTING / F.W. DETAIL DRAWING NUMBER: SCALE: 3/4" = 1'-0" EXISTING WALLS TO REMAIN Al 0 EXISTING DOORS TO REMAIN CALL 811 FOR UTILITY MARK OUT PROJECT NORTH A 77 PROPOSED WALL CONSTRUCTION PRIOR TO THE START OF �i ANY EXCAVATION WORK \ W DO ORS 00RS I i No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval ENTIRE CEILING IN THE APARTMENT TO BE 1 HOUR FIRE RATED PER R302.1 I TYPE X RATED WALL BD. SEE DETAIL No.3 THIS SHEET 22'-5 1/2" WALL CONSTRUCTION ASSEMBLY: 13'-7" 8'-7" ALL EXISTING EXTERIOR WALLS AT GARAGE CONVERSION TO INSULATED WITH R15BATT INSULATION AND CLAD WITH EXISTING OR PROPOSED 4" WOOD STUDS y2"PAINTED WALL BD. 1.2a 1.2 1.1 16" O.C. (2) 2x10HDR (2)2x10HDR ROXYL SAFE AND SOUND MINERAL WOOL INSULATION R13 EXISTING N ROOFED OVER + T PROPOSED ENTRY PORCH 1.15 PER NYS 2020 TABLE 721.1(2) It LL PROPOSED STORAGE ,.,s ,.ia ITEM No.14-1 (2) 2 LAYERS OF 2" WALL BOARD LIVING AREA 0 o N ROOM ON EACH SIDE. U X T N r PROJECT I R/O _0 32"x 24" _j F= WOOD X NSCUTTLE HOLE U Z ch DN — — — cv T I TO ATTIC SPACE r Z STOOP N II UP /� PROVIDE WEATHER STRIPPING / ,� �,/ I AND R10 RIGID INSULATED (JL = g _ (2 1.75 x12" L-FLUSH O N °' I 4x6 WD — 4x6 AT PAINTED WITH WOOD r Z SCUTTLE COVER -F-+ rn - w I POST 7-5 36 POT W/D EXISTING LO j U REF LIVING ROOM Y 1 HR RATED BEARING AND NONE BEARING U U Z 1.3 a PROPOSED N v ��--_, I PROP. � N I PANTRY 2 WALL PARTITION DETAIL Q c �rrl I 7'-1" I SCALE: 1-1/2" = 1'-0" � `_i LO 30' v� I CL - - - — I ■� CCU -0 WALL � 0- HATCHED Z fD 1 HOUR FIRE RATED CL N X - PER R302.1 O Y �aa U HALL B TYPE X RATED WALL Z O BOARD ON APARTMENT SIDE rr W.I.C. }"WALL BOARD ON HOUSE SIDECO Cz SEE DETAIL No.2 THIS SHEET -0 o w 10'-8 1/4" 0 % x s/ 4'-1 1/4" 1/2" 1'-9" Q M ooQ CD ___ EXISTING LU 0 0 4"WOOD FLOORING PROPOSED m O X OVER 4"SHEATHING BEDROOM X LL EXISTI^!tI a C o c" „N = EAT IN KITCHEN N 1.12 2 x 8 WOOD FLOOR JOISTS 16"o.C. M O �_ ��-� r` PROP. EXIST. o Q �� w BATH MUD [, N ROOM ROOM o T J �O N R21 ROXYL SAFE AND SOUND 0 w O ENTIRE CEILING IN THE APARTMENT MINERAL WOOD INSULATION To BE 1 HOUR FIRE RATED PER R302.1 CO O O I TYPE X RATED WALL BD. o 0 SEE DETAIL No.3 THIS SHEET (3) 1.75 x 11.25LVL-EXISTING 1.4 1.5 L — - - 1.6 - -�rtn/af - - - - - - - - - - - - - - - - - - - - - — ,.sa % x% 1 LAYER 5" TYPE X PROTECTION This drawing and design layout is an instrument of services o AS PER TABLE 721.1.(3)(1) ITEM 13-1.4 and the property of John Cunniffe,Architect.This drawing ENTIRE CEILING IN BATHROOM I I v and design layout may not be reproduced or reproductions 1 HOUR FIRE RATED PER R302.1 I I O hereof used without the expressed written consent of John I TYPE X RATED WALL BD. X Cunniffe,Architect. SEE DETAIL No.3 THIS SHEET (V C MOISTURE ADD RESIST LAYERANT OF BOA � x 7 3 1 H R RATED CEILING DETAIL y p g nn MOISTURE RESISTANT BOARD s `� It is a violation of the law for an person unless actin under 7 \r �� the direction of a licensed architect,to alter any item in any jjj MASONRY SCALE: 1-1/2" = 1 -0 way. If any item on this document is altered,the altering PATIO C) architect shall affix to such items his or her seal and signature S � NEW ,.7 o and notation"Altered by"followed by the architects'name, WOOD DECK U Z cx date or alteration,and specific description of the alteration. OVER EXITING AND NEW i✓ All dimensions and existing conditions shall be checked and WOOD FRAMING 0 verified by the Contractor before proceeding with the work. X 1.11 N PROPOSED a°D FAMILY ROOM CMJOHN CUNNIFFE -ARCHITECT V_ F- John Cunniffe-Architect U Z 17 Hillside Road �! Stony Brook, New York 11790 T 631 751 0590 0 1.10 X john@jdcarchitects.com _o N X N N N RED ARC, D. cuyN��ij�� LO 2 2x10 2 2x10 HDU5 CORNER 1.8 �•9 �� 030893 HOLD DOWN HDU5 CORNER '9 WALL CONSTRUCTION ASSEMBLY: HOLD DOWN OF CEDAR /SHINGLE SIDING WINDOW AND DOOR HEADER SCHEDULE TYVEX HOUSEWRAP LEGEND UNITS 24"-30" (2)2 x 8 HEADER %2'APA SHEATHING 5'-3 1/4" 1 V-6 1/4" 5'-3 1/4" PROJECT NUMBER: UNITS 30"-36" (2)2 x 10 HEADER 2x6 WALL STUDS 16"o.c. CL CL UNITS 37"-6-0"(2)1.75 x 7.5 LVL HEADER R19 ECOBATT INSULATION UNIT UNIT EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED Y2"PAINTED WALL BD. 22'-0 1/2" DRAWING: lj EXISTING DOORS TO BE DEMOLISHED 1 PROPOSED FIRST FLOOR PLAN WITH 530 SF APARTMENT PROPOSED FIRST FLOOR PLAN EXISTING WALLS TO REMAIN SCALE: 1/4" = 1'-0" DRAWING NUMBER: FIRST AND SECOND FLOOR TOTAL 2,287 sf total / 25% = 571 SF > 530SF (APARTMENT SF AREA) EXISTING DOORS TO REMAIN APARTMENT SF AREA COMPLIES WITH CODE ® A1 , 1 1 HR RATED PARTITION -SEE DETAIL 'l�77777 PROPOSED WALL CONSTRUCTION PROJECT NORTH NEW DOORS II No: Date: Description: 1 09.22.23 For Client Review 2 10.03."3 For Client Review r 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval 2.9 2.10 2.11 2.12 1 0 U fx10HDR (2) 2x10HDR (2) 2x10HDR tE o EXIST. DI X BATH 2x4 STUD ROOM EXIST. BATH POCKET 0 FOOO 2 x 8 RIDGE o ROOM LL CC � V O X CO o EXISTING o BEDROOM 0 00 P 0 0o PROJECT 0 2.1 W.I.C. C 1 IF U) DN Cz L U v � Q _ = W.I.C. - Cv 7o 2.2 70 h- J L j o U) U) d- z EXISTING ( = .�e EXISTING BEDROOM .O = ✓ XISTING BEDROOM EDROOM m -0 o cCoID 2.s Q 0 2.7 2.s Q- 0 lu EXISTING WINDOWS WILL BE REPLACED IN KIND AND HEADERS WILL REMAIN. o WINDOWS 2.11 AND 2.12 WILL BE CHANGED AND WILL BE EGRESS COMPLAINT. I This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing SEE WINDOW SCHEDULE ON A3.0 and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. WINDOW AND DOOR HEADER SCHEDULE It is a violation of the law for any person unless acting under UNITS 24"-30" (2)2 x 8 HEADER the direction of a licensed architect,to alter any item in any UNITS 30"-36" (2)2 x 10 HEADER way. If any item on jj'1is document is altered,the altering UNITS 37"-6-0"(2) 1.75 x 7.5 LVL HEADER architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. LW All dimensions and existing conditions shall be checked and 51 verified by the Contractor before proceeding with the work. n. 0 JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 john@jdcarchitects.com ED ARC � o � e 1 PROPOSED SECOND FLOOR PLAN WITH FIRST FLOOR ROOF PLAN SCALE: 1/4" = 1'-0" kj'x 030893 OF N� LEGEND PROJECT NUMBER: EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: lj EXISTING DOORS TO BE DEMOLISHED PROPOSED ROOF PLAN EXISTING WALLS TO REMAIN EXISTING DOORS TO REMAIN DRAWING NUMBER: PROPOSED WALL CONSTRUCTION Al 2 NEW DOORS PROJECT NORTH No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 2.8 ZI 30 YEAR ARCHITECTURAL SHINGLES AT PROPOSED HIP ROOF 112 ?a 3.5 12 - - - - - - - - - -- - - - - - - - - - - - - - - - - ll -i Ll — — — — — — — — — — — — — — — — — — — — ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROJECT RE SIDE AS REQUIRED 1 g —NEW CEDAR SHINGLE '-",F-- - - - - - - - SIDING TO MATCH EXISTING BY NEW INFILL WOOD WALL AT GARAGE DOOR C: AND MAN DOOR 0 —PROPOSED WOOD STEPS 1 0 DECK AND RAILING TO BE ROOFED OVER WITH GABLE WOOD OR VINYL RAILING Cz ROOF T-0"HIGH MIN 4"OPENINGS L_ _11 L BETWEEN BALUSTERS (D -- - - - - - - - - - - - - - - - - - - - - - - - - EXISTING STEPS TO REMAIN 1 x 4 PVC LATTICE T 70 a— _j L0 CZ CSj CF) U) U) COL >z- C: co (D 0 C: C: 4- R PROPOSED SIDE ELEVATION -0 SCALE: 1/4" = 1'-0" co 7C) CZ (1) C/) 0 CL 0 L_ 0. This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. CL It is a violation of the law for any person unless acting under RIDGE the direction of a licensed architect,to alter any item in any 1 V-1 1/4" way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the 71-111 work. 71-911 JOHN CUNNIFFE - ARCHITECT La 1 1B 1 .8.. .1 GC TO VERIFY John Cunniffe-Architect 17 Hillside Road 12 Stony Brook, New York 11790 30 YEAR ARCHITECTURAL T 631 751 0590 .1 SHINGLES AT PROPOSED john@jdcarchitects.*c'om NEW ASPHALT HIP ROOF SHINGLED GABLE 'D A oo! ROOF OVER WOOD FRAMEDNEW WOOD OR CU Rc'V NEW CLAP BOARD SIDING DECK VINYL RAILING T-0"HIGH MIN 4" SIDING TO MATCH EXISTING RE SIDE AS REQUIRED OPENINGS BY NEW WINDOW WORK BETWEEN BALUSTERS ]F]F NEW DOUBLE HUNG WINDOWS 1.8 1.9 SEE PLAN SCHEDULE AND WINDOW %P 030893 WOOD OR -L-4 ()F VINYL RAILING T-0" HIGH MIN 4" - - - - - - -OPENINGS - - - - - - - - - - - - - - - - - - - BETWEEN PROJECT NUMBER: BALUSTERS AS NOTED APPROX. DRAWING: I I GRADE SEE FOUND. PROPOSED ELEVATIONS PLAN DRAWING NUMBER: PROPOSED REAR ELEVATION A2 , 0 SCALE: 1/4" = V-101" PROJECT NORTH No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .E 7202 2.1 12 30 YEAR ARCHITECTURAL SHINGLES AT PROPOSED HIP ROOF PROJECT - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW CLAP BOARD SIDING SIDING TO MATCH EXISTING 0 4-j NEW DOUBLE HUNG WINDOWS <Ij-10 1.11 1.12 1.13 Cz SEE PLAN AND WINDOW SCHEDULE C.) -0 C C: Cz C\1 j LO 70 POURED IN PLACE INSULATED CRAWL SPACE ACCESS o CONCRETE FOUNDATION PANEL a- >- (n z Cz -a 2-- 0 (1) C Cr. 7C) CTJ -0 C) 0 Cf) PROPOSED SIDE ELEVATION < SCALE: 1/4" = 1 1-011 -0 Cz (L) UJI 0 0- 0 L— n This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. All dimensions and existing conditions shall be checked and - - — — -- — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road L Stony Brook, New York 11790 il T 631 751 0590 john@jdcarchitects.com - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW ASPHALT SHINGLED GABLE qf-D Apc, — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — --- — — — — — — — — — — — - - - - - - - -ROOF OVER NEW-WOOD FRAMED — — Q. C UIAI DECK PATCH/REPAIR CLAP BOARD SIDING Q51 030893 NEW DOUBLE HUNG WINDOWS 0 0 SEE PLAN AND WINDOW OF SCHEDULE PROJECT NUMBER: SCALE: AS NOTED DRAWING: PROPOSED ELEVATION AND WINDOW SCHEDULE DRAWING NUMBER: FRONT ELEVATION A2 . 1 SCALE: 1/4" = V-101" PROJECT NORTH - - I No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11 .23 For Client Review CL 4 10.18.23 For Client Review RIDGE 5 11.09.23 For Permit Approval - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REPLACE WINDOWS AND RE TRIM SEE WINDOW SCHEDULE 2.7 2.s 2.5 2.a i 2.3 I ROOF ASSEMBLY: 30 YEAR ASPHALT ROOFING OVER 30LB FELT PAPER ICE AND WATER SHIELD AT ALL HIPS, 12 1'' RIDGES AND ROOF EDGES 5/8"EXTERIOR GRADE APA SHEATHING CLOSE CELL SPRAY FOAM INSUL.R40 MIN %! %/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - _ _ 0.R -2x1AETERS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ', - - - - - "'APA SHEATHING HURRICANE CLIPS EVERY RATER OWALL CONSTRUCTION ASSEMBLY: 1 s o M CEDAR SHINGLES PROJECT TYVEX HOUSE WRAP o °D O 1.4 1.5 %z"APA SHEATHING 2x6 WALL STUDS 16"o.c. Cn :Ell R19 ECOBATT INSULATION PROPOSED j/2"PAINT FAMIL ROOM ED WALL BOARD O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE A1.0 FOR FRAMING PLANS = r�� L CV) APPROX. U GRADE ,�-+ "�'� PROPOSED CRAWL SPACE a) 7C) N �{ J LO ■ `v T Cl) 6- (DC: co z 1 PROPOSED BUILDING SECTION W O -� C: U C 4- SCALE: 1/4" = 1'-0" - m Ca 70 o � co 70 G.C.TO REVIEW ALL WINDOWS AND IS RESPONSIBLE FOR THE COORDINATION OF ORDER AND ALL INSTALLATION AND CODES ■ WINDOW SCHEDULE: CALL ARCHITECT FOR CODE REVIEW IF UNCERTAIN OF NYRC CODES (n MARK: LOCATION MANE. MANUF. SERIES MOD #: TYPE QUANTITY OF UNITS R.O. SIZE: W/H JAMB DEPTH TEMPERED ECC DATA Q PER WINDOW TAG EGRESS ALL LOW E 4 REMARKS: 1.1 STORAGE ROOM ANDERSEN top 244DH2849 DOUBLE HUNG 1 SEE FINAL ORDER 4-9/16" NO NO U SHGC-0.40 SEE ELEVATIONS FACTOR-0.30 AND SPECIFICATION NOTES O L 1.2 LIVING ROOM 244DH3449 1 4-9/16" NO YES SEE SEE CUSTOM 1.2a LIVING ROOM I 244DH3449 1 4-9/16" NO YES 2 OVER 1 LITE PATTERN 1.3 APT KITCHEN 244DH2430 1 4-9/16" NO NO SDL APPLIED BOTH SIDES 1.4 APT BEDROOM 244DH3449 1 4-9/16" NO YES PRE PAINTED INTERIORS This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing 4-9/16 1.5 NO YES APT BEDROOM I 244DH3449 and design layout may not be reproduced or reproductions 1 hereof used without the expressed written consent of John 1.6 APT BATH ROOM 244DH2O30 1 4-9/16" NO NO Cunniffe,Architect, ATTIC 1.6a EXIST. PWDR RM 244DH2O30 1 4-9/16" NO NO It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any 1.7 FAMILY ROOM 244DH2840 1 6-9/16" NO NO way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature 1.8 FAMILY ROOM 244DH3049 1 6-9/16" NO YES and notation"Altered by"followed by the architects'name, ROOF ASSEMBLY: 1.9 FAMILY ROOM 244DH3049 6-9/16" NO YES date or alteration, and specific description of the alteration. 1 30 YEAR ASPHALT ROOFING All dimensions and existing conditions shall be checked and OVER 30LB FELT PAPER 1.10 FAMILY ROOM 244DH2840 1 6-9/16" NO NO verified by the Contractor before proceeding with the work. ICE AND WATER SHIELD AT ALL HIPS, 244DH2840 NO NO RIDGES AND ROOF EDGES ,,,,,�,`,,`,'�,','�'�`' ----- ----- ----- ------ ------ -- 1.11 FAMILY ROOM 1 6-9/16° JOHN CUNNIFFE - ARCHITECT 5/8"EXTERIOR GRADE APA SHEATHING CLOSE CELL SPRAY FOAM INSUL. R40 MIN 3.5� 1.12 EAT IN KITCHEN 244DH2840 1 4-9/16" NO NO 2x10 RAFTERS ,, ��,�,'�'�`�'�'``' EXISTING John Cunniffe-Architect j"APA SHEATHING BEDROOM 1.13 EAT IN KITCHEN 244DH2840 1 4-9/16" NO NO 17 Hillside Road HURRICANE CLIPS EVERY RATER X EXIST Stony Brook, New York 11790 96" 1.14 BAY WINDOW 244DH2450 1 4-9/16" NO NO T 631 7510590 SOLID WOOD OR EXIST. 1.15 BAY WINDOW 244FX4650 John@jdcarchitects.com 1 4-9/16" NO NO PVC SOFFITS AND LVL BEAM FASCIA SEE PLAN 1.16 BAY WINDOW 244DH2450 1 4-9/16" NO NO WALL CONSTRUCTION ASSEMBLY: RED ARC 244DH3036 " CEDAR SHINGLES 2.1 BEDROOM 1 4-9/16 NO NO TYVEX HOUSE WRAP n Y2'APA SHEATHING `JEl� 2.2 BEDROOM 244DH3036 1 4-9/16" NO YES 2x6 WALL STUDS 16"o.c. a R19 ECOBATT INSULATION EXISTING BEDROOM 244DH3036 1 4-9/16" NO YES �k YZ'PAINTED WALL BOARD EXISTING KITCHEN 2.4 BEDROOM 1 4-9/16 NO NOtp 244DH3036 " �A'9 030893 �. (2)6"ACQ PLATES R30 BATT x10 J'S 16"o.c. F' 2.5 BEDROOM 244DH3036 1 4-9/16" NO NO OF NON SILL SEALER AND COPPER TERMITE 2.6 BEDROOM 244DH3036 1 4-9/16" NO NO SHIELD PROPOSED 2.7 BEDROOM 244DH3036 1 4-9116" NO YES PROJECT NUMBER: 8"/3,500 PSI POURED IN PLACE CRAWLSPACE REINFORCED CONCRETE 4"CONCRETE SLAB OVER 6 2.8 BEDROOM 244DH3036 1 4-9/16" NO YES SCALE: AS NOTED FOUNDATION WALL WITH MILL VAPOR BARRIER 8" DEEP REINFORCED CONCRETE H 2.9 BATHROOM 244DH2840 1 4-9/16" NO NO DRAWING: FOOTING WITH 4"OFFSETS. SEE GENERAL NOTES THIS PAGE 2.10 BATHROOM 244DH2840 1 4-9/16" NO NO PROPOSED BUILDING CROSS FOR REINFORCING. PROVIDE EXISTING SECTIONS BITUMINOUS DAMP PROOFING AND 2" 2.11 BEDROOM 244DH3049 1 4-9/16" NO YES RIGID INSULATION ON OUTSIDE OF BASEMENT 244DH3049 " DRAWING NUMBER: ; WALL 2.12 BEDROOM 1 4-9/16 NO YES 2 PROPOSED BUILDING SECTION DOOR SCHEDULE: G.C. TO REVIEW ALL DOORS AND IS RESPONSIBILITY FOR THE COORDINATION OF ORDER AND ALL INSTALLATION AND CODES CALL ARCHITECT FOR CODE REVIEW IF UNCERTAIN OF NYRC CODES A3n0 ' SCALE: 1/4" = 1'-0" MARK: LOCATION MANF. MANUF. SERIES MOD #: TYPE QUANTITY OF UNITS ECC DATA PER TAG R.O. SIZE: W/H JAMB DEPTH TEMPERED EGRESS ALL LOW E 4 REMARKS: D1.1 APT ENTRY THERMATRU INSWING 1 SEE FINAL ORDER 4-9/16" NO YES USHGC-0.28 .. FACTOR-0.25 SEE SEE CUSTOM PROJECT NORTH SHGC-0.28 2 OVER 1 LITE PATTERN D1.2 FAMILY ROOM ANDERSEN FWG60611 SLIDING 1 6-9/16" YES YES U FACTOR-0.25 SDL APPLIED BOTH SIDES PRE PAINTED INTERIORS No: Date: Description: N /1 1 09.22.23 For Client Review U/t/✓//'1f, 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10,18.23 For Client Review 0. IN ROOM ROOM ' 5 11.09.23 For Permit Approval n J 6 03.11.24 For As Built Construction t- (L7- O (3)1.75 x 11 25LVL-EXIS7ING RIDGE 111-1 Ile ON 7 L:::, i § - ! seersoexr,Nkwle*sis s� kN � REPLACE WINDOWS AND RE TRIM _ MoisnaE Xesisrwt rsenwo %x5(` -- 1 �� SEE WINDOW SCHEDULE lR/1 D 2 0 202 ROOFASSEMBLY: I, H I7 (j ^sJr�. MASONRY SO YEAR ASPHAI RROOOq ROOFING PATIO NEW �t O o (2J2x8 RAFTER TIES_ M, --_--------- —;�,\ \i1 CE OVER AND WATER FELT SHIELD AT ALL HIPS, b �✓ WOOD DECK z — _—_ _——_ —— —_— _ _ 12 ''r i:i OVER EXITING AND NEW 5/8'RID ES AND ERIOR G F EDGES 35� '\ i\' 5/B'EI(TERIOR GRADEAPA SHEATHING WOOD FRAMING ` \ \`':�.1 CLOSE CELL SPRAY FOAM INSUL RIO MIN r ^I 2.10 RAFTERS APA SHEATHING PROPOSED HURRICANE CLIPS EVERY RATER PROJECT FAMILY ROOM Y y dI= 6 V/ (2)2 X 8 RAAFTER TIES �^ ;� WALL CONSTRUCTION ASSEMBLY: C CEDAR SHINGLES O TYVEX HOUSE WRAP h-APASHEATHING / 2x6 WALL STUDS 13'o,e, J R Fit ECOBATT INSULATION `1V\ 6 a of PROPOSED V PAINTED WALL BOARD \ FAMILY ROOM V in C O (2)2 x 10 (2)2 X 10 PING PLANS �La C d w C fV APPROX. O GRADE V m HDU5 CORNER O HDU5CORNER C HOLD DOWN N 0 0 HOLD DOWN PROPOSED G.} WALL CONSTRUCTION ASSEMBLY. b ^` y z CEDAR/S SEWR SIDING CRAWL SPACE n n' 70 7 TYVEX HOUSEWRAP - W V P. O V APA SHEATHING S-S 1/4' 11'B 1/4" S'31/4' 2x0 WALL STUDS 18'o c. L m W R19 ECOBATT INSULATION L UNIT UNIT ` 8 Y''PAINTED WALL BD. 2211/7 ,^ W VJ 2 FLOOR PLAN BUILDING SECTION m 0 1 0 SCALE:1/4"=TI SCALE:1/4"=VI 70 This eravnng and design layout Is an instrument of'cruces and the property of John Cunnae,Architect This drswing and design layout may not be repratluced of rsprotlu11310re hereof used wMout the expressed Written ron.M of John CunniRe,Amhneot. EXISTING EXISTING (EXISTING It BEDROOM BEDROOM BEDROOM CL RIDGE RIe aremioon atl1ensed aw aany person unlesslterm Rom cting in the direction of a bathed amhaect,to alter any Item my 11'-1 1/4" way Many item on Mis document is altered,the Skating architect!hall affix to such Items his or her seal and signature and notation'Altered by'followed by the architects'nerms, — — ——————————————— date or alteration,and specific descoplion of Me aaemtion. —— — All dimensions and rat Willing fore proceeding be checked and ved9ed by Me Contractor before proceetling with the work 7.0ARD JOHNCUNNIFFE-ARCHITECT John CunniOe-Amhilect i - 17 Hillside Road 12 % \ Stom/Brock.New York 11790 3.3� T Hi1 7510590 _ — )ohm@Idmrchnects mm —_----- _— _l/--————————————————————_ - E-C --- �RED ARC NEW CLAP BOARD BIDING '� C �I 2 x10 ROOF RAFTERS 201 ROOFC MFfERS III r 1 SIDING TO MATCH EXISTING ��od g' VNNi��tn �- r NEW DOUBLE HUNG WINDOWS O 1 B SEE PLAN AND WINDOW 6 _ III 1e O SCHEDULE ��'9 030e9J OF NE N nnac+w AS NOTED APPROX. GRADM.N. CONSTRUCTION CHANGE TO FAMILY ROOM ROOF -NO NUMBER 3 ROOF PLAN 2 A1 .1 BUILDING SECTION SCALE:1/4"=1'-0" iN10JECT Ndi1H MATERIAL DRAWING MARKERS LIST OF DRAWINGS No: Date: Description: THE FOLLOWING ABBREVIATIONS MAY BE USED IN ANY OF THE CONSTRUCTION DRAWINGS, OR MAY BE PATTERN INDICATES SYMBOL DESCRIPTION THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO 1 03.06.24 For Permit SUPERSEDED BY SPECIFIC ABBREVIATIONS LISTED ON ANY SUBSET OF THE DRAWINGS.THIS IS A BE ABSOLUTELY CURRENT. LIST OF ONLY THE MOST COMMONLY USED ABBREVIATIONS; THE FULL LIST OF ABBREVIATIONS WHICH ° ° MIGHT BE ENCOUNTERED IS CONTAINED IN PART 2 OF SECTION 01020 OF THE SPECIFICATIONS. ° CONCRETE ♦ ARCHITECTURAL I BUILDING SECTION OR SECTION DETAIL A101 (OPTIONAL) T1 GRAPHICS, LEGEND, ABBREVIATIONS aC� A[1] AMPERE EXH EXHAUST MULT MULTIPLE SUSP SUSPENDED T2 NAILING SCHEDULE A/C AIR CONDITIONING EXIST EXISTING[4] MWK MILLWORK SW SWITCH CONCRETE MASONRY A1.1 PROPOSED PLANS ABV ABOVE EXP[1] EXPOSED N[1] NORTH SYM SYMMETR(ICAL/Y/ICALLY) A2.0 PROPOSED ELEVATIONS AC[1] ALTERNATING CURRENT EXP[2] EXPAN(DED/SIGN) NEG NEGATIVE SYS SYSTEM ACC ACCESS EXST EXISTING[2] NIC NOT IN CONTRACT T TREAD EXTERIOR ELEVATION AD AREA DRAIN EXT EXTER(NAL/IOR). NO NUMBER T/STL TOP OF STEEL WOOD FINISH A101 ADD ADDENDUM EXTG EXISTING[3] NOM NOMINAL T/CONC TOP OF CONCRETE _ firi fi 14 T ADDL ADDITIONAL F[1] FAHRENHEIT NRC NOISE REDUCTION COEFF. T/CURB TOP OF CURB [21 3 DETAIL MARKER` ADH ADHESIVE FA[2] FRESH AIR NTS NOT TO SCALE T/SLAB TOP OF SLAB [2] ADJ ADJUST(ABLE) FAB FABRICATE OC ON CENTER T/WALL TOP OF WALL[2] WOOD ROUGHING, DISCONTINUOUS AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OCT OGTAGON(AL) TAN TANGENT(IAL) AGG AGGREGATE FIN FINISH(ED) OD OUTSIDE DIAMETER TEL TELEPHONE A101 AHU AIR HANDLING UNIT FIXT FIXTURE[2] OPG OPENING[i] TEMP TEMPERATURE WOOD ROUGHING,CONTINUOUS AL ALUMINUM FL[i] FLOOR OPNG OPENING[2] THD THREAD ALLOW ALLOW(ABLE/ANCE) FLCO FLOOR CLEANOUT OPP OPPOSITE THK THICK(NESS) ALT ALTERNATE FLRG FLOORING OZ OUNCE THRU THROUGH LEGEND ANC ANCHOR(AGE/ED) FLUOR FLUORESCENT PAV PAV(E/ED/ING) TLT TOILET ANOD ANODIZED FND FOUNDATION PC[1] PRECAST TMP TEMPORARY EXISTING WALLS TO BE DEMOLISHED AP ACCESS PANEL FP FIREPROOFED/ING) PC[2] PIECE TOL TOLERANCE ARCH ARCH ITECT(URAL)[1] FPM FEET PER MINUTE PCF POUNDS PER CUBIC FOOT TOC TOP OF CURB [i] EXISTING DOORS TO BE DEMOLISHED ASSY ASSEMBLY FT FOOT PED PEDESTAL TOS TOP OF SLAB[1] PROJECT AUD AUDI(O/TORY/TORIUM) FTG[1] FOOTING PERF PERFORATE/ED/ION) TOT TOTAL EXISTING WALLS TO REMAIN AUTO AUTOMATIC FTR FINNED TUBE RADIATION PH PHASE TOW TOP OF WALL[1] AWG AMERICAN WIRE GAUGE FLIT FUTURE PL[i] PLATE(D) TRANS[1] TRANSFER[2] EXISTING DOORS TO REMAIN BD BOARD FX FIRE EXTINGUISHER PL[2] PROPERTY LINE TRANS[2] TRANSFORMER[2] BEL BELOW GA GAUGE PLAM PLASTIC LAMINATE TRANS[3] TRANSMIT(TER/TAL)[2] BET BETWEEN GAL GALLON PLAS PLASTER TUB TUBE/ING) PROPOSED WALL CONSTRUCTION BIT BITUMINOUS GALV GALVANIZED[21 PLBG PLUMBING TV TELEVISION C BLDG BUILDING GB[1] GYPSUM BOARD PLY PLYWOOD TYP TYPICALF� .Q BLK BLOCK GC GENERAL CONTRACT(OR) PNL PANEL U U VALUE <THERM.CONDUCT.> NEW DOORS BLKG BLOCKING GEN GENERATOR POL POLISH(ED) UH UNIT HEATER BM[1] BEAM GL GLA(SS/ZED/ZING) PR PAIR UNF UNFINISHED 70 70 BO BY OTHERS GPM GALLONS PER MINUTE PREFAB PREFABRICATE(D)[21 LION UNLESS OTHERWISE NOTED TYPICAL SYMBOLS Q BOT BOTTOM GRAN GRANITE PRTN PARTITION[2] UV ULTRAVIOLET Ca N BPL BEARING PLATE GYP GYPSUM PT[1] POINT V[1) VALVE SYMBOL INDICATES -p O BRG BEARING HB HOSE BIBB PTD[2] PAINTED V[2] VOLT `��/� C r BRS BRASS HD[l] HEAVY DUTY PVC POLYVINYL CHLORIDE VAC VACUUM V♦ V 10L } VAR VARIES O COLUMN LINE LABEL, MAJOR L � Z BRZ BRONZE HDW HARDWARE PVMT PAVEMENT 0 BS BOTH SIDES HEX HEXAGONAL QD QUICK DISCONNECT VCT VINYL COMPOSITION TILE DATUM ELEVATION c U BTU BRITISH THERMAL UNITS HM HOLLOW METAL QUAD QUADRUPLE()C) VENT VENTILAT(E/TION) O'—O"= EXISITNG FIRST FLOOR FINISHED FLOOR m BTUH BTU/HOUR HOR HORIZONTAL QUAL QUALITY VEST VESTIBULE —0 ca BVL BEVELED) HP[1] HIGH POINT R[1] RISER VERT VERTICAL 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK Q� O C[1] COURSE[1] HP[2] HORSEPOWER R[2] RADIUS VID VIDEO w` U) M C[2] CELSIUS HP[3] HIGH PRESSURE R[4] R VALUE <THERM. RESIST.> VIF VERIFY IN FIELD 55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 w Q CAB CABINET[2] HT HEIGHT RA RETURN AIR VC'_ VOLUME CB CATCH BASIN HTG HEATING RCP[1] REFLECTED CEILING PLAN VP[1] VENEER PLASTER cz CBT CABINET[1] HTR HEATER RD[1] ROUND VP[2] VENT PIPE O GLASS TYPE- SEE SPEC. CEM CEMENT HVAC HTG,VENT, &A/C RD[2] ROOF DRAIN VS VERSUS CFM CUBIC FEET PER MINUTE HW[1] HEAVY WEIGHT REF[1] REFERENCE <POINT> WI I] WIDTH SD SMOKE DETECTORS CI CAST IRON HW[2] HOT WATER REF[21 REFRIGERATOR W[21 WATT SMOKE AND CARBON CIR CIRCLE HYD HYDRAULIC REINF REINFORCE(D/I NG/M ENT)[2] W/ WITH CO MONOXIDE DETECTORS CKT CIRCUIT ID INSIDE DIAMETER REPL REPLACE WK) WITHOUT W:',CL[1] CENTERLINE IN INCH REOD REQUIRED WET BULB HD HEAT DETECTOR CLG CEILING INC INCREMENTAL REQT REQUIREMENT WC[1 j WATER CLOSET CUT CONTROL JOINT INCL INCLUDE(D) REV REVISE/ED/ION) WC121 WATER COOLED CLL CONTRACT LIMIT LINE: INS INSULAT(E/ED/ION) RGD RIGID WCO WALL CLEANOUT CONSTRUCTION CODE STATEMENT This drawing and design layout is an instrument of services CM[1] CENTIMETER INT INTERIOR RH[2] RELATIVE HUMIDITY WD WOOD THIS DESIGN CONFORMS WITH THE RESIDENTIAL and the property of John Cunniffe,Architect.This drawing CM[2] CIRCULAR MIL INV INVERT RM ROOM WI WROUGHT IRON CONSTRUCTION CODE OF NEW YORK STATE - 2020 and design layout may not be reproduced or reproductions CMT CERAMIC MOSAIC TILE IPS IRON PIPE SIZE RNF REINFORCE WK WEEK hereof used without the expressed written consent of JohnD/ING/MENT)(1] AND ALL STEEL WORK UNDER ASCE 7-16 � Cunniffe,Architect. CMU CONCRETE MASONRY UNIT JC JANITOR'S CLOSET RO[i] ROUGH OPENING WL WIND LOAD 2020 IRC NYS ECC NYS COL COLUMN JT JOINT Sp WM WIRE MESH ( 1 SIDE It is a violation of the law for any person unless acting under COMM COMMUNICATION K KILO- <THOUSAND> SAF SAFETY WO WITHOUT the direction of a licensed architect,to alter any item in any COMP COMPRESS(ED/ION/IEILE) KG KILOGRAM SAN SANITARY WP WATERPROOF(ED/ING) JOHN CUNNIFFE, RA way. If any item on this document is altered,the altering CONC CONCRETE KO KNOCKOUT SAT SATIN WPT WORKING POINT architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, WR WATER REPELLENT CONN CONNECTION[2] KSI KIPS PER SQUARE INCH SC SOLID CORE CONST CONSTRUCT(ION) KW KILOWATT SCH SCHEDULE WS[2] WATERSTOP date or alteration, and specific description of the alteration.CONT CONTINU EXISTING CONSTRUCTION STATEMENT E/OUS) KWH KILOWATT HOUR SCRN SCREEN WSHR WASHER All dimensions and existing conditions shall be checked and CONTR CONTRACT(OR) L[1] LENGTH SD[1] SOAP DISPENSER WT WEIGHT verified by the Contractor before proceeding with the work. CORR CORRIDOR LAM LAMINATE(D) SD[2] STORM DRAIN WWF WELDED WIRE FABRIC THIS OFFICE AND ITS ACTING ARCHITECT FIND THE EXISTING FOUNDATION WALLS CSK COUNTERS(INK/UNK) LAV LAVATORY SDL SADDLE XFMR TRANSFORMER[1] AND 2x4 WALL STUDS AND PLATES TO BE SUITABLE FOR ADDITIONAL LOADING PER JOHN CUNNIFFE - ARCHITECT CTJT CONSTRUCTION JOINT LB POUNDS SEC SECOND(S) YD YARD NYS BUILDING STANDARD AND CODES- 2020 UNIFORM CODE SUPPLEMENT CU[1] CUBIC ILL LIVE LOAD SECT SECTION Zt ZINC APPENDIX J SECTION 803.1. ' John Cunniffe-Architect CUH CABINET UNIT HEATER LP[1] LOW POINT SEP SEPARAT(E/TION) 17 Hillside Road Stony Brook, New York 11790 CUST CUSTOM LP[2] LOW PRESSURE SERV SERVICE Ton 751 0590 CW COLD WATER LT LIGHT SF SQUARE FEET CWK CASEWORK LVL LEVEL SHT SHEET JOHN CUNNIFFE, RA john@jdcarchitects.com DB[1] DECIBEL LW LIGHT WEIGHT SHTG SHEETING DC DIRECT CURRENT M[1] METER SI[1] SQUARE INCHES DEG DEGREES M[2] MOMENT <BENDING> SIAM SIAMESE CONNECTION .�F,RED ARc DF DOUGLASS FIR MAN MANUAL SIM SIMILAR � O � DIA DIAMETER MATL MATERIAL[2] SK SKETCH DIM DIMENSION MAX MAXIMUM SLNT SEALANT e DL DEAD LOAD MECH MECHANIC(AL) SLV SLEEVE DN DOWN MED MEDIUM SMP SIMPLE(X) DO DITTO <THE SAME> MEM MEMBRANE SOL SOLID ��'9 030893 �. DPR DAMPER MET METAL[1] SPEC SPECIFY/ICATION) OF DR DOOR MFR MANUFACTURE(ER/ER'S) SPKL SPRINKLER DTL DETAIL MFG MANUFACTURING SPKR SPEAKER DUP DUPLEX MH MANHOLE SPL SPECIAL PROJECT NUMBER: DW DISHWASHER MIL[1] THOUSANDTHS OF AN INCH SQ SQUARE DWG DRAWING MIN[1] MINIMUM SS STAINLESS STEEL[1] SCALE: AS NOTED EL ELEVATION MIN[2] MINUTE ST[1] STEEL DRAWING: ELEC ELECTRIC(AL) MISC MISCELLANEOUS ST[2] STORM GRAPHICS, LEGEND, ABBREVIATIONS ELEV ELEVATOR MK MARK ST STL STAINLESS STEEL[2] EMER EMERGENCY MM MILLIMETER STC SOUND TRANSMISSION COEFF. EMT ELECT. METALLIC TUE3ING MO[1] MASONRY OPENING STD STANDARD ENGR ENGINEER(ED/ING) MOT MOTOR STL STEEL EP ELECTRICAL PANEL MRB MARBLE STM STEAM DRAWING NUMBER: EQ EQUAL MTL[2] METAL[2] STOR STORAGE EW EACH WAY MTR[1] MOTOR STR STRUCTUR(E/AL) EXG EXISTING[i] MUL MULLION SUP SUPPLY T 1 PROJECT NORTH i TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS 1 03.06.24 For Permit NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION STRUCTURAL MEMBER ALLOWABLE ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER",b,c SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH) - 140 Floor DEFLECTION Roof subfloori girder rst or g to joist 3-16d box(3 1/2"x0.135" Blind and face nail);or RAFTER SPACING ROOF SPAN (FT) ROOF PITCH ROOF PITCH 24 2" 4-8d box(2 1/2"x0.113")or2-16d common(3 1/2'xO.162) < 5:12 > 5:12 RAFTERS HAVING SLOPES GREATER THAN 3-8d common (2 1/2"x0.131");or Toe nail 3-16d box(3 1/2" )x0.135" ;or - 3-1/2"WITH NO FINISHED CEILING L/ 180 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"xO.128");or 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150 ATTACHED TO RAFTERS 3-3"x0.131"nails 2-16d common(3 1/2,x0.162') 18 209 194 4-8d box(2 1/2"x0.113");or 3-16d common(3 1/2"xO.162") 24 255 237 INTERIOR WALLS AND PARTITIONS H/ 180 3-8d common(2 1/2"x0.131");or 26 Band or rim joist to joist 4-10 box(3"xO.128"),or End nail 28 287 266 2 Ceiling joists to top plate 3-10d box(3"x0.128");or Per joist,toe nail 4-3 114.131"nails;or 16"o.c. 32 319 295 FLOORS AND PLASTER CEILINGS L/360 3-3"xO.131"nails 4-3 11x14 ga.staples,7/16"crown 36 351 325 4-10d box(3"xo.128");or god common(4"xo.1 Nail each layer as follows:32"o.c 42 399 370 92");or ALL OTHER STRUCTURAL MEMBERS Ceiling joist not attached to parallel rafter,laps over , at top and bottom and staggered. L/240 3 partitions(see Section R802.5.2 and-fable R802.5.2) 3-16d common(3 1/2'x0.162„),or Face nail 48 447 414 4-3 x0.131 nails 1 Od box(3"x0.128");or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber 3"x0,131"nails staggered on opposite sides STUCCO FINISHES H/360 4 Table R802.5.2 Face nail layers And: (see Section R802.5.2 and Table R802.5.2) 4-10d box(i EXTERIOR WALLS-WIND LOADSa• 2-20d common(4"x0.192");or Face nail at ends and at each splice on(3" O;or 3-1 Od box(3"x0.128") 5 Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 3-10d common(3x0.148");or Face nail each rafter WITH BRITTLE FINISHES L/240 rafter 4-3"x0.131"nails 3-3"x0.131"nails a 3 i6d box nails(3 1/2"x0.135');or 4-16d box(3 1/2"xO.135");or EXTERIOR WALLS-WIND LOADS 3-16d common(3 1/2 x0.162),or WITH FLEXIBLE FINISHES L/ 120 late 3-10d common nails(3"x0.148"); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 6 Rafter or roof truss to p p 4- box(3" 0.128");or MINIMUM SPECIFIED COMPRESSIVE STRENGTH or on opposite side of each rafter or 4-3"x0.131"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH NOTE: L-SPAN LENGTH, H = SPAN HEIGHT 4-10d box(3"x0.128");or truss' OF CONCRETE 4-3"xO.131"nails 2-1 Od box(3"xO.128"),or 2-8d common 29 Bridging or blocking to joist (2 1/2"x0.131%or 2-3"x0.131")nails Each end,toe nail a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO 4-16d(3 1/2"xO.135");or AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS 3-10d common(3'k0.148");or SPACING OF FASTENERS 4-10d common ( 50.14 Toe nail ITEM TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN DESCRIPTION NUMBER AND Intermediate 4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENERe,b,c Edges h supports e 7 Roof rafters to ridge,valley or hip rafters or roof rafter (inches) (inches) NEGLIGIBLE MODERATE SEVERE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE to minimum 2"ridge beam 3-16d box 3 1/2"x0.135");or PROJECT Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. 3-16d common(3 );or.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] BASEMENT WALLS FOUNDATIONS AND OTHER 3-10d box(3"x0.128");or 34' 0.131"nails 6d common(2"4.113") nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI 30 3/8"-1/2" 8d common(2 1/2"xO.131")nail(roof);or RSRS- 6 12f Wall 01 (2 3/8"xO.113")nail(roof)I TABLE R301.5 16d common(3 1/2"xO.162') 24"o.c.face nail 8d common nail (2 1/2"xO.1311;or RSRS-01; f BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY 8 Stud to stud(not at braced wall panels) 10d box(3"xO.128");or 31 19/32"-1" (2 3/8"x0.113")nail (roof)I 6 12 GRADE EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SO. FOOT 3"x0.131"nails 16"o.c.face nail 10d common(3"x0.148")nail;or 16d box(3 1/2"xO.13511 12"o.c.face nail);or 32 1 1/8"1 1/4" 8d(2 1/2"x0.131")deformed nail 6 12 Stud to stud and abutting studs at intersecting wall corners 3"xO.131"nails USE LIVE LOAD 9 Other wall sheathing9 BASEMENT WALLS, FOUNDATION WALLS, � �0 (at braced wall panels) EXTERIOR WALLS AND OTHER VERTICAL 2,500 PSI 3,000 PSI 3,000 PSI .� 16d common(3 1/2'hc0.162'� 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 1/2"structural cellulosic fiberboard CONCRETE WORK EXPOSED TO WEATHER -'�"� 16d common 3 1/2"x0.162' 16"o.c.each edge face nail 33 diameter,or 1 1/4"long 16 ga.staple with 7/16"or 3 6 � V ( � 9 sheathing 10 Built-up header(2"to 2"header with 1/2"spacer) 1"crown 16d box(3 1/2"x0.135") 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS UNINHABITED ATTICS WITH LIMITED STORAGE 20 a) '0 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, EXPOSED TO THE WEATHER, AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI C 5-Bd box(2 1/2"x0.113");or 34 fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16"or 1"crown 3 s SLABS HABITABLE ATTICS WITH FIXED STAIRS 30 CZ 04 11 Continuous header to stud 4-8d common(2 1/2"x0.131");or Toe nail J u7 1 1/2"galvanized roofing nail;staple galvanized, 0) 4-10d box(3"x0.128") 35 1/2"gypsum sheathingd 1 1/2"long; 1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40 ■ : r 16d common(3 1/2"x0.162") 16"o.c.face nail (A) AT 28 DAYS PSI 0 } 12"o.c.face nail 1 3/4"galvanized roofing nail;staple galvanized, FIRE ESCAPES 40 L Z 12 Top plate to top plate 1 Od box(3"xO.128");or 36 5/8"gypsum sheathingc 1 5/8"long; 1 5/8"screws,Type W or S 7 7 (B) SEE TABLE 301.2(1) FOR WEATHER POTENTIAL rn 3"x0.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING O = Y Wood structural panels,combination subfloor underlayment to framing GUARDS AND HANDRAILS 200 N U DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) C B 16d common(3 1/2114.162");or Face nail on each side of end joint 6d deformed (2"x0.120") nail;or 12-16d box(3 1/2"x0.135");or D CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT PERCENT BY VOLUME OF CONCRETE (D 13 Double top plate splice (minimum 24' lap splice length 37 3/4 and less 8d common(2 1/2"x0.131")nail 6 12 ( ) ( ) 12-10d box(3"x0.128");or SHALL NOT BE LESS THAN 5%OR MORE THEN 7% GUARD IN-FILL COMPONENTS 50 -0 m as each side of end joint) ( ) E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT ^, 0 12 3"x0.131"nails 38 7/8"1" 8d common 2 1/2"x0.131"nail;or 6 12 ( ) W O 8d deformed(2 1/2"x0.120")nail (F) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT PASSENGER VEHICLE GARAGES 50 M (continued) TABLE R602.3 1 -Continued 39 1 1/8"-1 1/4" 10d common(3"x0.148")nail;or 6 12 ( PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED ( ) 8d deformed(21/2"x0.120")nail COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. ROOMS OTHER THEN SLEEPING ROOMS 40 0 FASTENING SCHEDULE ■ ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION For SI: 1 inch =25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s, 1 ksi =6.895 MPa. SLEEPING ROOMS 30 a,b,c O 16d common(3 1/2"x0.162") 16"o.c.face nail Bottom plate to joist,rim joist,band joist or STAIRS 40 14 �1 blocking(not at braced wall panels) 16d box(3 1/2"x0.135");or 12"o.c.face nail �•1.� 3"0.131"nails Bottom plate to joist,rim joist,band joist or 3-16d box(3 1/2"x0.135'J;or 3 each 16"o.c.face nail 15 blocking(at braced wall panel) 2-16d common(3 1/2"x0.162");or 2 each 16"o.c.face nail 4-3"xO.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"xO.113");or 3-16d box(3 1/2"x0.135");or TABLE R301.2 (1) 4-8d common (2 1/2"x0.131');or Toe nail CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 4-1 Od box(3"xO.128");or 16 Top or bottom plate to stud 4-3"4.131"nails This drawing and design layout is an instrument of services WIND DESIGN SUBJECT TO DAMAGE FROM and the property of John Cunniffe,Architect.This drawing 3-16d box(3 1/2"x0.135");or I ICE BARRIER FLOOD AIR MEAN SEISMIC WINTER and design layout may not be reproduced or reproductions 2-16d common(3 1/2"x0.162");or GROUND HAZARDS End nail DESIGN UNDERLAYMEN FREEZING ANNUAL 3-1 Od box(3"xO.128');or SNOW WIND EATHERING FROST LINE TERMITES DESIGN hereof used without the expressed written consent of John TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY 3-3 REQUIRED INDEX TEMP"x0.131"nails LOAD SPEED MPH EFFECTS REGION DEBRIS ZONE DEPTH TEMPS TYPE X Cunniffe,Architect. 3-1 Od box(3"x0.128'�;or It is a violation of the law for any person unless acting under 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"0.162');or Face nail 20PSF MODERATE F.E.M.A. & YES the direction of a licensed architect,to alter any item in any 3-3"x0.131"nails < 140 NO NO NO C SEVERE 3'-0" TO HEAVY 11 d 3611 N.F.I.P. FLOOD N/A 52.1 d. way. If any item on this document is altered,the altering 3-8d box(21/2"x0.1 MAP No.13");or MAP H architect shall affix to such items his or her seal and signature Face nail 2-8d common(21/2"x0.131');or and notation"Altered by"followed by the architects'name, 18 1"brace to each stud and plate 2-1 Od box(3"xO.128");or date or alteration,and specific description of the alteration. 2 staples 1 3/4" MANUAL J DESIGN CRITERIA 3-8d box(2 1/2"xO.113");or ALTITUDE DESIGN HIGH All dimensions and existing conditions shall be checked and 2-8d common(21/2"x0.131 ace nail');or Face ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE verified by the Contractor before proceeding with the work. 19 1"x6"sheathing to each bearing 2-10d box(3"xO.128");or HEATING COOLING TEMPERATURE 2 staples, 1"'crown, 16 ga., 1 3/4"long FACTOR COOLING DIFFERENCE 3-8d box(2 1/2"x0.113");or 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63'wb) 57.5 JOHN CUNNIFFE - ARCHITECT WIND WIND 3-8d common(2 1/2"x0.131");or COOLING TEMPERATURE COINCIDENT DAILY WINTER SUMMER John Cunniffe-Architect 3-10d box(3"x0.128");or VELOCITY VELOCITY 3 staples, 1"crown, 16 ga., 1 3/4"long DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY St Hillside Road 20 1 50"and wider sheathingto each bearing Face nail 9 15 7.5 71.5 M 30% o Stony Brook, New York 11790 9 Wider than 1'x8" - 5 0 T 631 751 0590 4-8d box(2 1/2"xO.113");or John@jdcarchitects.com 3-8d common(2 1/2"4.131");or 3-1 Od box(3"xO.128");or 4 staples, 1"crown, 16 ga., 1 3/4"long • Floor ED ARC, 4-8d box(21/2"xO,113");or \G� D. C UAI 'S�>' 21 Joist to sill,top plate or girder 3-8d common (2 1/2"xO.131');or Toe nail O �^ 3-10d box(3"0.128");or Cv � 34' 0.131"nails a 8d box(2 12"x0.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8d common(2 1/2"x0.131'J•or kp plate(roof applications also) 1 Od box(3"xO.128'1;or 6"o.c.toe nail 3"x0.131"mils 030893 OF NE`N 3-8d box(21/2"4.113");or 23 V56'subfloor or less to each joist 2-8d common(2 1/2"4.1311;or Face nail 3-1 Od box(3"xO.128");or 2 staples, 1'crown,16 ga., 1 3/4"long PROJECT NUMBER: (continued) SCALE: AS NOTED DRAWING: NAILING SCHEDULE, CLIMACTIC CRITERIA TABLES AND PLUMBING RISER DIAGRAM DRAWING NUMBER: T2 PROJECT NORTH II No: Date: Description: 1 03.06.24 For Permit 0 0 o 0 0 0 0 EXIST. EXIST. EXISTING BATH BATH BEDROOM ROO� DO ROOM Q� EXISTING ROOF AND ROOFING TO ix Qs �J REMAIN 000 2 30 YEAR ASPHALT ROOFING N �+ rn D O JQvv w �G y o 4C N 65 �- aInrES AN-D annF EgrE S �+ 0 m 0O M �2 x 6 IF RFTRS 2 x 6 RF RFTR J 16"o.c. 16"o.c. 1 PROPOSED PORCH ROOF PLAN PROJECT SCALE: 1/4" = V-0" r 1 .0 LIVING AREA I� II I I Q � � ■ ( Crn T II I z a STORAGE v n EXISTINGROOM c PROPOSED WOOD DECK O TREK DECKING 0 / �ENTR PORCH / o � co g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - — H34V3H 9 X Z(Z) — — — H3CIV3H 9 x Z(Z)— — — — 113GV3H 8 x Z (Z) NI` VY3H Ol Sd3lS JNIlSIX3 O I..L IL 5'-11 1/2" 9'-11 3/4" 5'-7 1/4" 9'-9" + /- (VERIFY) 2 3/4" 2" 31'-8 1/2" 2 PROPOSED PORCH PLAN This drawing and design layout is an instrument of services SCALE: 1/4" = 1'-0" and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. All dimensions and existing conditions shall be checked and III I I I verified by the Contractor before proceeding with the work. I I I I I IIIII II I COMPOSITE RAILING JOHN CUNNIFFE - ARCHITECTSYSTEM. VINYL RAILING TOP AND BOTTOM RAIL AD COLUMN COVER AND John Cunniffe-Architect COLUMN CAP. MEET RCNYS 17 Hillside Road L — — — — — — — — — — — — - - - - - - - - - - - I III I II COMPOSITE OR I FOR CODE Stony Brook New York11790 - - — — — — — — — — — — — — — I I PRESSURE TREATED ' o� I — J WOOD DECKING I T 631 751 0590 LU o I HIP I X4 TREATED POSTS jolhn@jdcarchitects.com w U z c7 II LAGPBOLTED TO JER OISTS (2)2 x8 ACQ FLUSH GIRDER I I III I 2xJ01STS �C7 O LU 3U I c~n � � I oC —� I I III I cc:a z �t ccc o J CONCRETE I I III I I o00 �`RE� ARCy 3 v_v>O x o co SLAB ON GRADE I III I I o o �GjO`��Q. CUNNi�� ¢ O W I I 1 I SIMPSON H2.5 AT 4, w U_° z ¢ (2)2 x8 ACQ FLUSH GIRDER cm J I EACH JOIST 'O o I - - - - - - - - - - - - - III - - - - - - - - - e U I SIMPSON BC POST GIRDER 12" DIA CONC PIER L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �— 030893 3,500 PSI 6'-6" 6'-6" 6'-6" 1'-0" CONNECTOR 9 -3'-0" BELOW GRADE OF TREATED 4 x 4 POST ON SIMPSON BP PLATE PROJECT NUMBER: DECK AND RAILING DETAIL sCAiLE: AS NOTED N.T.S. 3 PROPOSED PIER AND FRAMING PLAN DRAWING: SCALE: 1/4" 1'-0" PROPOSED PLANS AND ELEVATION = DRAWING NUMBER: A1 , 1 PROJECT NORTH No: Date: Description: 1 03.06.24 For Permit — — — — — — — — — — — ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t TURN UP ICE AND WATER SHIELD MIN 12"AND RESIDE TO MATCH EXISTING PVC SOFIT FASCIA AND 2 x 4 RAFTER TIE WITH DECORATIVE CASED DROPPED BEAM KING POST PROVIDE GUTTER AND DOWNSPOUT- - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — — — — — — — — — — — — — — — — — — ----- — — — — — — — — — — — — — — — — — — PROJECT 4 x 4 ACD POSTS FULL STRAPPED WITH SIMSPON ST STRAPPING AND CLAD IN PVC 0 30" HIGH PVC OR PAINTED WOOD i IJUI DECORATIVE ONLY RAILING. PLI Ll 36" HIGH GRASPABLE 4—J OPTIONAL AS DECK IS LESS THEN RAILING 30"ABOVE GRADE o EXISTING WOOD STEPS TO REMAIN C) —0 PVC OR PAINTED WOOD 1 x 6 BOARDS FASTENED TO ACQ FRAME 70 < J C\1 LO -00) 0j,1 6L q: 7: a'- >- i Cl) z 5� �< <� a) 0 =3 rr 0 c PROPOSED FRONT ELEVATION 0 0 a)SCALE: 1/4" = V-13" 0 Cl) ce) 0 N 0- CZ 0 En This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration, and specific description of the alteration. All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 SHED ROOF SIDE WALL T 631 751 0590 MATCH EXITING SIDING AND PROVIDE 1 x 4 john@jdcarchitects.com RAKE BOARD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D ARC, 4 x 4 ACID POSTS FULL STRAPPED D. Cu WITH SIMSPON ST STRAPPING AND CLAD IN PVC EXISTING TO REMAIN 30" HIGH PVC OR PAINTED WOOD NO WORK DECORATIVE ONLY RAILING. OPTIONAL AS DECK IS LESS THEN 030893 J -J 30"ABOVE GRADE OF =FAMILY ROOM ADDITION 36" HIGH GRASPABLE UNDER CURRENT OPEN PER RAILING WITH BALUSTERS - — — — — — — — — — -- - — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — - -- MIN 4"SPACING - - - - - - - - - - - - - - - - - - PROJECT NUMBER: SCALE: AS NOTED DRAWING: PROPOSED ELEVATIONS DRAWING NUMBER: PROPOSED SIDE ELEVATION A2 . Q SCALE: 1/4" = V-0" PROJECT NORTH FLOOR CONSTRUCTION ASSEMBLY: FOUNDATION AND CONSTRUCTION NOTES No: Date: Description: AT NEW WOOD FRAMING OVER EXISTING 1 09.22.23 For Client Review GARAGE SLAB SHALL BE 1) INTERIOR AND EXTERIOR FOOTINGS,SLABS,AND WALLS SHALL BE 3000 PSI CONCRETE REST ON INSULATED WITH R30BATT INSULATION UNLESS OTHERWISE NOTED.GARAGE SLABS SHALL BE 3,500 PSI. 2 10.03.23 For Client Review PLATE SHEATHED WITH A MINIMUM OF J"TONGUE AND 2) FOOTINGS BELOW COLUMNS TO BE 24"X24"X12"UNLESS OTHERWISE NOTED. 3 10.11.23 For Client Review GROOVED SHEATHING GLUED AND SCREWED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3) CONTRACTOR TO VERIFY SOIL BEARING CAPACITY TO BE NOT LESS THAN 2000 PSF. 4 10.18.23 For Client Review NO FOOTINGS OR SLABS ARE TO BE CAST ON UNCONTROLLED FILL,LOOSE SOIL,ORGANIC 5 110923 For Permit Approval - - - - - - - - - - . .- - - MATERIAL,FROZEN GROUND,MUD,CLAY OR OTHER UNSUITABLE MATERIALS. IF ANY OF PP r G.C.TO CONFIRM III I THESE SITUATIONS ARE PRESENT IT SHOULD BE BROUGHT TO THE ATTENTION OF THE 4I1 TOP OF PLATE ELEVATION III I I CONCRETE ENGINEER. SLAB ON GRADE „ III 4) CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT NOT LESS THAN 5%OR 1 j l I I MORE THAN 7%. 5) IF CONCRETE IS DELIVERED IN AN OUTDOOR TEMPERATURE LOWER THAN 40 DEGREES F III I IT SHOULD BE HEATED TO INSURE THAT IT WILL ARRIVE AT THE JOB SITE HAVING A 7 7 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -7 TEMPERATURE OF NOT LESS THAN 60 DEGREES F OR GREATER THAN 85 DEGREES F. I ICI 6) IF IT LOOKS AS THOUGH THE TEMPERATURE OF THE AMBIENT AIR WILL FALL BELOW L _J r - - - - - - - - - - - — - - - - - - - — - - - - - - - - - - - - - - - - - - - -1 FREEZING FOR 3 CONSECUTIVE DAYS,COLD WEATHER CONCRETE SPECIFICATIONS WILL NEED 1 2 x10 FLOOR JOISTS 2 x10 FLOOR JOISTS TO BE FOLLOWED.CONTACT ENGINEER IF THIS IS GOING TO OCCUR. w'I 16"o.c. 16"o.c. III w'I � W 111 I 7)THE ADDITION OF ANY ADMIXTURES TO CONCRETE SHALL BE APPROVED BY THE d 2x ACID�� LU 111 I ENGINEER. ao ,o� J'S I GARAGE SLAB w UP j 04 I PAINT SLAB WITH o o I I 8) ALL REBAR S TO BE GRADE 60 KSI STEEL AND SHALL BE FREE OF RUST,SCALE AND LO v°� ¢ DRYLOCK PAINT FOR VAPOR X w I I ( DIRT. CO I BARRIER PROPERTIES a 111 N 9) ALL REBARS SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL lI I I i I REBAR SPLICES TO BE MINIMUM 40 BAR DIAMETER. REBAR SHALL BE CONTINUOUS THROUGH CORNERS WITH SPLICES LOCATED NOT CLOSER THAN 3'FROM CORNERS. 12" DIA CONC PIER L - - - L I J I I 10) ALL FOOTINGS ARE TO HAVE THEIR REBAR PLACED NO CLOSER THAN 3"TO THE 3,500 PSI j III I SUPPORTING SOIL. BELOW GRADE o III 11) NO WEIGHT SHALL BE PLACED UPON FOOTINGS OR WALLS UNTIL 7 DAYS AFTER PROJECT TREATED 4 x 4 POST TRE � - - - ON SIMPSON BP PLATE I I \\ \ III I - - - I I PLACEMENT AS LONG AS THE CONCRETE STRENGTH HAS REACHED 2500 PSI OR BY \\ REST ON I ENGINEER'S APPROVAL. INFILL GARAGE DOOR OPENINGS I \\\ III BUILT UP PLATE I 1 - - - 12) CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF FORMED FOOTING AND CONFIRM OR PROVIDE I \\\ III I I - - - I I FOUNDATION WORKAND SHALL INCLUDE WATERPROOFING AND OUT-SULATION BOARD. r -� � -: I I- - - - - - \- - - 1 - - - J I - - — — REINFORCED CONCRETE I 8 /3,500 PSI POURED IN PLACE \\ _ _ _ _ I O 1 1 O j 13) BACK FILLING AGAINST FOUNDATION SHALL NOT TAKE PLACE UNTIL FIRST FLOOR IS .0 FOUNDATION WALL WITH I t_ - _J L - j ANCHORED TO FOUNDATION. BACKFILL MATERIAL SHALL BE CLEAN COURSE SAND. -1-i 8" DEEP REINFORCED CONCRETE — — — — — — — — __. — — — — — — — -- — - EQUIPMENT USED FOR BACKFILLING SHALL NOT COME CLOSER TO THE WALL THAN THE `V � � - - I I I \\\ I HEIGHT OF THE BACKFILL. L FOOTING WITH 4 OFFSETS. ^` SEE GENERAL NOTES THIS PAGE \\\\ I EXISTING I 14) ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. IF SOIL IS DISTURBED, }+ FOR REINFORCING. PROVIDE \ BASEMENT BITUMINOUS DAMP PROOFING AND 2" \\\\ I MECHANICAL COMPACTION TO 95%RELATIVE COMPACTION IN SOIL LIFTS NOT EXCEEDING 6" RIGID INSULATION ON OUTSIDE OF \\ I 15) CONCRETE WALL DESIGN ASSUMES BACKFILL IS WELL DRAINED. WALL 0) 16) ANCHOR BOLTS TO BE 5/8"X 12""J"SHAPED,HOT DIPPED GALVANIZED OR \\\\ \\ I I - - - - - - - STAINLESS STEEL LOCATED 32" ON CENTER UNLESS OTHERWISE NOTED AND A MAXIMUM OF 70 ��.{ -J Ln CV \\ 1 12"FROM ALL CORNERS. PROVIDE NOT LESS THAN TWO(2)ANCHOR BOLTS ON ANY ONE 'D 0) SLAB \\\ \�\ I I SILL.ANCHOR BOLTS TO HAVE NUT AND WASHER TIGHTENED TO SILL.WASHERS SHALL BE A O j ON GRADE \\\ j MINIMUM OF 3/16"X 3"X 3"SQUARE PLATE WASHERS UNLESS OTHERWISE SHOWN. U 01 >- \\ \\ I I XI 3TI G BI C BOLTS TO BE LOCATED DOWN THE CENTER OF THE SILL PLATE.DEVIATION OF MORE THAN C- Cn Z \\ \\ I I C L R I 1-1/2"IS NOT BE ACCEPTABLE. ai Y M N A C I 0 17) PROVIDE(1)#4 REBAR CONTINUOUS REINFORCING AT TOP OF ALL FOUNDATION WALLS. rr -+ C \\ EDGE. PROVIDE CONTINUOUS #4 REBAR FROM BOTTOM OF WALL TO TOP OF WALLTO TOP D /j I 2 2 j I OF WALL EVERY 36'. 00 Cis O A1.0 A1.o - - - - - - - - - 18) PROVIDE(3)#4 REBAR CONTINUOUS REINFORCING IN WALL FOOTINGS PLACED 3" co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - I FROM SOIL AND 4"FROM OUTSIDE FOOTING EDGE UNLESS OTHERWISE SHOWN. Q 19) PROVIDE ROLL ON BITUMINOUS DAMP PROOFING MEMBRANE AT ALL NEW FOUNDATION WALLS 70 j o � U_ o e (2) x10 DROPPED BEAM � I � m c7 Cl) - UNDER EXISTING - w - W 0 > Z o r _ 2 x 8 RIM JOIST. r r Q r I I U) 0 io / PROPOSED SLAB O PAR 3 9 q wor I I L — J L L — J 1 I w I I I I I I I EXISTING N 1 (2)2 x 10 TREATED PROPOSED I Iz 11 Town of Southold CONCRETE PATIO I -GIRDERS - - _ - - - ( I L !> EXISTING FOUNDATION WALL _ __ _ CRAWLSPACE o7 1 ° . ON GRADE I I r 4"CONCRETE SLAB OVER 6 � Y4'.1 `-I ° ° co ! co MILL VAPOR BARRIER UO #5 REBAR EPDXY SET TO This drawing and design layout is an instrument of services i — EXISTING F.W.EXTENDING T' g 9 Y es L L 1 11 EACH SIDE EVERY 10"VERTICAL and the property of John Cunniffe,Architect.This drawing 1 EXISTING REMOVE I 1 I NEW F.W. and design layout may not be reproduced or reproductions j I hereof used without the expressed written consent of John EXISTING c�, I o i CD _ - N Cunniffe,Architect.(2)2 x10 DffOP_PE_D GIRDER 2" DIA — -+ - - - -- = = = It is a violation of the law for an Z CONC PIER � — _JL L — -� 2 FOUNDATION PINNING DETAIL the direction of a licensed architect,to alter any item in anyr iv I R 0 3,500 PSI I I Cn J w y person unless acting e c '- -3'-0" BELOW GRADE I 1= U) w way. If any item on this document is altered,the altering i X TREATED 4 x 4 POST I I in j 18, v ¢ SCALE: 3/4" = 1'-0" architect shall affix to such items his or her seal and signature N ON SIMPSON BP PLATE co (TYPICAL) o I 10 a and notation"Altered by"followed by the architects'name, Co 24"x 24"x 10"DEEP M date or alteration,and specific description of the alteration. 3,500 PSI SPREAD p o 1 FOOTING W!T�f (3) o I All dimensions and existing conditions shall be checked and No.4 REBAR EACH WAY o j I verified by the Contractor before proceeding with the work. I 3-1/2" STEEL LALLY COL. X I IF 1 (2)2 x 10 TREATED j WITH TOP PLATE wILLI wDERs - - - - - L- - - —_ — — ,> JOHN CUNNIFFE - ARCHITECT /--14 John Cunniffe-Architect -- - - - - - - — -- - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ 17 Hillside Road � ANCHOR BOLTS SEE DETAIL No. I Stony Brook, New York 11790 8"/3,500 PSI POURED IN PLACE 14/SHT T 631 7510590 REINFORCED CONCRETE PROVIDE COPPER TERMITE SHIELD john@jdcarchitects.com FOUNDATION WALL WITH AND SILL SEALER o 6'-6" 5'-10 1/4" V-3" 22'-1" 8" DEEP REINFORCED CONCRETE ° FOOTING WITH 4" OFFSETS. NEW 4"CRAWL SPACE SLAB VERIFY IN FIELD WITH EXISTING CONDITIONS SEE GENERAL NOTES THIS PAGE OVER 6 MILL VAPOR BARRIER RED ARC ' . FOR REINFORCING. PROVIDE CUHNi y��' BITUMINOUS DAMP PROOFING AND 2" COLD ROLL ON RIGID INSULATION ON OUTSIDE OF BITUMINOUS DAMP PROOFING _ CC -� WALL AND 2"RIGID INSULATION NO.4 REBAR EVERY 48"O.C. �J9 030893 - /4" 8 0° OF 1 PROPOSED FOUNDATION PLAN - Q ° _ REINFORCED CONC.FOOTING SCALE: 1/4" 1' PROJECT NUMBER: - -0" REBAR I WITH (3) CONT.No.4 \\ o o AND No. REBAR 3"F 1 FRONT FACE OF CONC.REBAR EVERY 24"o.c. \ \�/ / \ \ SCALE: AS NOTED Z. LEGEND DRAWING: PROPOSED FOUNDATION PLAN EXISTING WALLS TO BE DEMOLISHED lj EXISTING DOORS TO BE DEMOLISHED 3 FOOTING / F.W. DETAIL DRAWING NUMBER: EXISTING WALLS TO REMAIN SCALE: 3/4" = 1'-0" EXISTING DOORS TO REMAIN CALL 811 A1 , 0 FOR UTILITY MARK OUT PROJECT NORTH PROPOSED WALL CONSTRUCTION PRIOR TO THE START OF ANY EXCAVATION WORK NEW DOORS ,i FLOOR CONSTRUCTION ASSEMBLY: FOUNDATION AND CONSTRUCTION NOTES No: Date: Description: AT NEW WOOD FRAMING OVER EXISTING 1) INTERIOR AND EXTERIOR FOOTINGS,SLABS, 1 09.22.23 For Client Review GARAGE SLAB SHALL BE AND WALLS SHALL BE 3000 PSI CONCRETE REST ON INSULATED WITH R30BATT INSULATION UNLESS OTHERWISE NOTED.GARAGE SLABS SHALL BE 3,500 PSI. 2 10.03.23 For Client Review PLATE SHEATHED WITH A MINIMUM OF J"TONGUE AND 2) FOOTINGS BELOW COLUMNS TO BE 24"X24"X12"UNLESS OTHERWISE NOTED. 3 10.1 1.23 For Client Review " GROOVED SHEATHING GLUED AND SCREWED — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3) CONTRACTOR TO VERIFY SOIL BEARING CAPACITY TO BE NOT LESS THAN 2000 PSF. 4 10.18.23 For Client Review NO FOOTINGS OR SLABS ARE TO BE CAST ON UNCONTROLLED FILL,LOOSE SOIL,ORGANIC — — — — — — — — — — — — — I MATERIAL,FROZEN GROUND,MUD,CLAY OR OTHER UNSUITABLE MATERIALS. IF ANY OF 5 11.09.23 For Permit Approval r G.C.TO CONFIRM III , 1 THESE SITUATIONS ARE PRESENT IT SHOULD BE BROUGHT TO THE ATTENTION OF THE I TOP OF PLATE ELEVATION 11 I I 1 CONCRETE ENGINEER. (1 I I I SLAB ON GRADE 4) CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT NOT LESS THAN 5%OR III I I MORE THAN 7%. "6 I I III I I 5) IF CONCRETE IS DELIVERED IN AN OUTDOOR TEMPERATURE LOWER THAN 40 DEGREES F 1 — — — — IT SHOULD BE HEATED TO INSURE THAT IT WILL ARRIVE AT THE JOB SITE HAVING A ttt I � I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - TEMPERATURE OF NOT LESS THAN 60 DEGREES F OR GREATER THAN 85 DEGREES F. n (_ 1I I L ICI J I _ _ _ _ _ _ _ _ _ _ _ _ _ I 6) IF IT LOOKS AS THOUGH THE TEMPERATURE OF THE AMBIENT AIR WILL FALL BELOW 11 f (- — — — — — — — — — — — — — — — — — — — — — —— — — — 7 I FREEZING FOR 3 CONSECUTIVE DAYS,COLD WEATHER CONCRETE SPECIFICATIONS WILL NEED 2 x10 FLOOR JOISTS 2 x10 FLOOR JOISTS TO BE FOLLOWED.CONTACT ENGINEER IF THIS IS GOING TO OCCUR. LU I 16"o.c. III 16"o.c. I I I o = I I I 1 I 1 1 7)THE ADDITION OF ANY ADMIXTURES TO CONCRETE SHALL BE APPROVED BY THE o m I 2x .J S Q W I I GARAGE SLAB LL 0 I UP n� w Cn LL1 I I I I ENGINEER. r PAINT SLAB WITH c7 I I I I I 8) ALL REBARS TO BE GRADE 60 KSI STEEL AND SHALL BE FREE OF RUST,SCALE AND � <I i DRYLOCK PAINT FOR VAPOR X � I I I i I I DIRT. III BARRIER PROPERTIES a III I I U.I I I 1 I I I 9) ALL REBARS SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL REBAR SPLICES TO BE MINIMUM 40 BAR DIAMETER. REBAR SHALL BE CONTINUOUS II I I ( I 1 1 I THROUGH CORNERS WITH SPLICES LOCATED NOT CLOSER THAN 3'FROM CORNERS. 12"DIA CONC PIER L L — J I 10) ALL FOOTINGS ARE TO HAVE THEIR REBAR PLACED NO CLOSER THAN 3"TO THE 3,500 PSI 1 III I I I SUPPORTING SOIL. • 4-0" BELOW GRADE I III — I I PROJECT TREATED 4 x 4 POST 11) NO WEIGHT SHALL BE PLACED UPON FOOTINGS OR WALLS UNTIL 7 DAYS AFTER I \ I PLACEMENT AS LONG AS THE CONCRETE STRENGTH HAS REACHED 2500 PSI OR BY ON SIMPSON BP PLATE I \\\ III REST ON I —_ _ ENGINEER'S APPROVAL. INFILL GARAGE DOOR OPENINGS I 1 \\\\ III BUILT UP PLATE I I — — I I 12) CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF FORMED FOOTING AND U) CONFIRM OR PROVIDE \\ 1 — — a FOUNDATION WORKAND SHALL INCLUDE WATERPROOFING AND OUT-SULATION BOARD. C 8"/3,500 PSI POURED IN PLACE - - - - - - - - - - - - - - - - - - - � - - - - O REINFORCED CONCRETE I L I O 1 1 O 1 I 1 13) BACK FILLING AGAINST FOUNDATION SHALL NOT TAKE PLACE UNTIL FIRST FLOOR IS •�— \ 1 L — J L — J I I ANCHORED TO FOUNDATION. BACKFILL MATERIAL SHALL BE CLEAN COURSE SAND. - _- FOUNDATION WALL WITH ��.{{ 8"DEEP REINFORCED CONCRETE r — — — — — — — — — — — — — — — — — — — — — - EQUIPMENT USED FOR BACKFILLING SHALL NOT COME CLOSER TO THE WALLTHAN THE (� CV „ I \\ I I I HEIGHT OF THE BACKFILL. \!/ L FOOTING WITH 4 OFFSETS. I \\ I ^^`` SEE GENERAL NOTES THIS PAGE I I \\ I I EXISTING I I 14) ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. IF SOIL IS DISTURBED, CW FOR REINFORCING. PROVIDE: I I \\\\ I 1 BASEMENT I I MECHANICAL COMPACTION TO 95%RELATIVE COMPACTION IN SOIL LIFTS NOT EXCEEDING 6" BITUMINOUS DAMP PROOFING AND 2" I \\ - I I I RIGID INSULATION ON OUTSIDE OF I 1 \\ I I I I 15) CONCRETE WALL DESIGN ASSUMES BACKFILL IS WELL DRAINED. WALL 1 \\ I CD 16) ANCHOR BOLTS TO BE 5/8"X 12""J"SHAPED,HOT DIPPED GALVANIZED OR - ,- I I I — — — — — — — STAINLESS STEEL LOCATED 32" ON CENTER UNLESS OTHERWISE NOTED AND A MAXIMUM OF ��70 ��.•{{ ---1 12"FROM ALL CORNERS. PROVIDE NOT LESS THAN TWO(2)ANCHOR BOLTS ON ANY ONE .,� `V -0 I SLAB \\ I I SILL.ANCHOR BOLTS TO HAVE NUT AND WASHER TIGHTENED TO SILL.WASHERS SHALL BE A Co ON GRADE T- \\ I I I MINIMUM OF 3/16"X 3"X 3"SQUARE PLATE WASHERS UNLESS OTHERWISE SHOWN. \\\\ I I I TI G Bit CCI BOLTS TO BE LOCATED DOWN THE CENTER OF THE SILL PLATE.DEVIATION OF MORE THAN C: co z CELL R I 1-1/2 IS NOT BE ACCEPTABLE. W ,Y U ENT C i i 17) PROVIDE(1)#4 REBAR CONTINUOUS REINFORCING AT TOP OF ALL FOUNDATION WALLS. cc C .�_ EDGE. PROVIDE CONTINUOUS #4 REBAR FROM BOTTOM OF WALL TO TOP OF WALLTO TOP m ? 1 I — — — — — — — OF WALL EVERY 36". -0 � cis �-- - - - - - - - - - - - - - - A1.0 I — — — — — — — — — J 18) PROVIDE(3)#4 REBAR CONTINUOUS REINFORCING IN WALL FOOTINGS PLACED 3" v M O — — — — — — — — — — — — — — — — — — — —_ — — — — —i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 1 FROM SOIL AND 4"FROM OUTSIDE FOOTING EDGE UNLESS OTHERWISE SHOWN. Q —L — _ — — — 19) PROVIDE ROLL ON BITUMINOUS DAMP PROOFING MEMBRANE AT ALL NEW FOUNDATION WALLS "0 XD I (2) x10 DROPPED BEAM >< N I I a MO ^_ � I 1 I I 0 0 I I — UNDER EXISTING . — — I I n W RMAR 31 7J?5 '� 1 I r -1 2 x 8 RIM JOIST. ��io I � - - - - - - - � - - - - - — I—�I PROPOSED SLAB :. fn Q co I I L — J L — J L — J O I e11lrf°rtC{ nrn?a 4KCEn'?4 © 1 I I I 41-611 TO��n of: I I J 1� ^ 1 I 1 I EXISTING M I I L.L. CM 11 I I (2)2 x 10 TREATED I I 1- - - PROPOSED 1„z IGIRDERS > CRAWLSPACE EXISTING FOUNDATION WALLCONCRETE PATIO oD — I Q Cl) 4"CONCRETE SLAB OVER 6 00ON GRADE 4 1 I oo MILL VAPOR BARRIER o #5 REBAR EPDXY SET To This drawing and design layout is an instrument of services I L EXISTING F.W.EXTENDING r L 11 I I EACH SIDE EVERY 10"VERTICAL _ and the property of John Cunniffe,Architect.This drawing EXISTING REMOVE I I I I NEW F.W. nd design layout may not be reproduced or reproductions EXISTING I I a I ohereof used without the expressed written consent of John I Cn Cn Cunniffe,Architect. I 1 r 0 -. (2)2 x10 DffdPPE�GIRDER r — , I I N 1 (90 12" DIA I 24 � = = = = = = = ElEDO = = = =hE�1= Ep I i� in I z ' " CONC PIER L — J L J L — J It is a violation of the law for any person unless acting under 3,500 PSI I I - 1 I= 2 FOUNDATION PINNING DETAIL the direction of a licensed architect,to alter any item in any -T-0" BELOW GRADE 1 ( I = w way. If any item on this document is altered,the altering X TREATED 4 x 4 POST I I I Ito a SCALE: 3/4" = V-0" architect shall affix to such items his or her seal and-signature N ON SIMPSON BP PLATE M (TYPICAL) 0 I IX a° and notation"Altered by"followed by the architects'name, I 24"x 24"x 10" DEEP date or alteration,and specific description of the alteration. 60 CO 3,500 PSI SPREAD 00 I I FOOTING WITH(3) o�2 I I All dimensions and existing conditions shall be checked and 1 No.4 REBAR EACH WAY o I I verified by the Contractor before proceeding with the work. 1 3-1/2"STEEL LALLY COL. x I I� (2)2 x 10 TREATED I I WITH TOP PLATE N ( ILLI z GIRQEF3� _ _ > JOHN CUNNIFFE -ARCHITECT 1_ _ L— — — — — — — — — — T / John Cunniffe-Architect _ _ _ _ _ _ _ _ 17 Hillside Road ANCHOR BOLTS SEE DETAIL No. Ston y Brook, New York 11790 8"/3,500 PSI POURED IN PLACE 14/SHT T 631 7510590 REINFORCED CONCRETE PROVIDE COPPER TERMITE SHIELD John@jdcarchitects.com FOUNDATION WALL WITH AND SILL SEALER O 6'-6" 6-10 1/4" V-3" 22'-1" 8"DEEP REINFORCED CONCRETE FOOTING WITH 4"OFFSETS. NEW 4"CRAWL SPACE SLAB VERIFY IN FIELD WITH EXISTING CONDITIONS SEE GENERAL NOTES THIS PAGE OVER 6 MILL VAPOR BARRIER . w FOR REINFORCING. PROVIDE ° .° D. CUHNi�'S��t�` BITUMINOUS DAMP PROOFING AND 2" COLD ROLL ON \ RIGID INSULATION ON OUTSIDE OF BITUMINOUS DAMP PROOFING _ ° ° e WALL AND 2"RIGID INSULATION NO.4 REBAR EVERY 48"O.C. ��9 030893 8 o c OF PROPOSED FOUNDATION PLAN REINFORCED CONC.FOOTING SCALE: 1/4" = 1�-0" 3,00 PSI WITH (3) CONT.No.4 0 0 0 /� •��\ REBAR � ° �,,,\fff PROJECT NUMBER: AND No.4 REBAR EVERY 24"o.c. \1'-4" �� REBAR 3"FRONT FACE OF CONC. SCALE: AS NOTED LEGEND DRAWING: PROPOSED FOUNDATION PLAN EXISTING WALLS TO BE DEMOLISHED �j EXISTING DOORS TO BE DEMOLISHED 3 FOOTING / F.W. DETAIL DRAWING NUMBER: SCALE: 3/4" = V-0" EXISTING WALLS TO REMAIN Al 00 EXISTING DOORS TO REMAIN CALL 811 FOR UTILITY MARK OUT PROJECT NORTH PROPOSED WALL CONSTRUCTION PRIOR TO THE START OF ANY EXCAVATION WORK r NEW DOORS 11