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Home My WebLink About51484-Z �o0�oF soulyo`° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd unr"�a ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46741 Date: 12/18/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 3085 Laurel Ave Southold, NY 11971 Sec/Block/Lot: 55.-3-31 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/11/2024 Pursuant to which Building Permit No. 51484 and dated: 12/17/2024 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: Single-family dwelling with an unfinished basement, front porch, covered rear porch, and an attached garage as applied for. Second floor contains 2 bedrooms, bathroom, and a loft (remaining areas are uninhabitable attic with partial storage). The certificate is issued to: Elizabeth Rerisi , Samuel Fishman Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0931 11/11/2025 ELECTRICAL CERTIFICATE: 51484 11/13/2025 PLUMBERS CERTIFICATION: William Schwamb 10/27/2025 Auth riz d S' nature *'OFSo&l,, TOWN OF SOUTHOLD AN BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51484 Date: 12/17/2024 Permission is hereby granted to: Elizabeth Rerisi 29 Whitman Ave Syosset, NY 11791 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter,SCHD&Trustees approvals. Premises Located at: 3085 Laurel Ave, Southold, NY 11971 SCTM#55.-3-31 Pursuant to application dated 10/11/2024 and approved by the Building Inspector. To expire on 12/17/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,628.75 CO-RESIDENTIAL $100.00 Total S 2 728.75 Building Inspector . OF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road G Q P.O.Box 1179 sean.devlin(aD-town.southold.ny.us Southold,New York 11971-0959 �li,'MU�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Elizabeth Rerisi Address: 3085 Laurel Ave city:Southold st: NY zip: 11971 Building Permit* 51484 Section: 55 Block: 3 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: John The Electrician License No: 34074ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Solar Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 96 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 8 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 75 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt G2S Emergency Fixtures Heat Det. 1 Disconnect Switches 60 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, Hood, Micro, DW, W/D, 150A Panel 30 Circuits /22 Used, 150A Panel 30 Circuit /24 Used (10)115Combo, (17)120Combo Breakers Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: November 13, 2025 30851-aurelAveHouse �OF SOOT. Town Hall Annex 54375 Main:Road O P.U.Box 1179 Southold,NY 11971-0959 a� Telephone(631)765-1802 Fax(631)765-9502 BUILDING DEPARTMENT TOWN OF SOU'rHOLD CERTIFICATION Date: Building Permit No. `�/•�� Owner: gL/z19-/3r (Please print) Plumber: William Schwamb (Please print) lead. I certify that the solder used in the water supply system contains Iess than 2/10 of 1% 2 ers Signature Sworn to before me this ) day of ® �� 20 Z� Notary Public y , County �� L. KIRSTEN E HESPOS LL - Notary Public State of New York DEC 1 2025 No.01 HE617481.0 Qualified In Suffolk Commission Expires 09 24/20 �� F, Of SOUTyO� # TOWN OF S-OUTHOLD- BUILDING DEPT. courm, 631-765-1802 NSPECTION [ FOUNDATION 1 ST/ REBAR [ ] 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: 004,115v S Ok-. )ofZeJVJc, dacyMQ,u oU� EX42 2 in wo-.,(I s. p� JAA (1'004� DATE -95 INSPECTOR �6 I oy�NOF SOUTyO -- TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION . [ ] F UNDATION 1'ST/ REBAR [ ] ROUGH PLBG. [ 11 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: l9loow ��• A I DATE ,3-a�'02� INSPECTOR pF SOUIyOlo TOWN OFSOUTHO.LD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F 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_ : (' Ui�M1� J DATE ANSPECTOR J ' OF SO//lh°� - TOWN OF S.OUTHOLD BUILDING DEPT. coutm, 631-765-1802 I.N,SPEC , . IO*N [ ] FOUNDATION 1ST/ REBAR [ 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: v IlAaf pfqsm� • s DATE INSPECTOR Aut y # TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [)Q ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:, loc�c5 a� DATE �� INSPECTOR OF SO(/ThO� * * ' TOWN OF SOUTHOLD .BUILDING DEPT. coum, 631-765-1802 INSPECTION '000' [ ] FOUNDATION 1 ST/ REBAR [ j GH 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: w Amn ovv A r\ 00 DATE `tP INSPECTO OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. �ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING ( ] FRAMING /STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL . REMARKS: JAB L Q� Low �w✓ cau- bot VE: XC - DATE l d �(ZO Y5 INSPECTOR SOUTyO! � I �1 � - ---1�� # # �-J BUILG DEPT. TOWN OF SOUTHOLD m, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -] FIREPLACE & CHIMNEY - [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE"RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: (`�V&y Ca DATE INSPECTOR Energy;- -i e-U!n � \ ervAk-', LD November 11, 2025 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 3085 Laurel Ave Southold, NY 11971 As requested by the Town of Southold, Energy Testing Services was retained by Vic Rerisi to a rm a Blower test at the above address and found the leakage rate to be 1,160 CFM @ 50 Pa, equal 2.62 ACH @ 50 Pa.The ductwork for the 1st and 2nd floor HVAC systems was also tested for duct le The 15Y floor testing results showed a leakage of 225 CFM or 11.3 CFM/100 sq.feet.The 2nd floor tes 'ng results showed a leakage of 84 CFM or 10.1 CFM/100 sq.feet If you have any questions, please do not hesitate to contact us. Thank you. f/ lz Michael Fauci (RTIN: 8619824) HERS Rater r JJJ ?- I -ejr : { rs W D EC _ 1 2025 ,1 i Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631) 405-9890 e®�� COMMERCIAL AND RESIDENTIAL V^ Fiberglass & Spray Foam Insulation INSULATION October 27, 2025 RE: Victor Rerisi 3085 Laurel Ave Southold,NY Permit#: 51484 To Whom It May Concern: I, Jorge Sanchez,would like to inform that Sanchez Insulation Inc.has performed insulation work at the above-mentioned address. The following items were insulated: R30 batt insulation was used to insulate the flat ceiling,rafters,basement ceiling, and garage ceiling. 2-inch close cell equivalent to R15 batt insulation and RI unfaced insulation was used to insulate the exterior walls,blocking, and garage exterior walls. 4-inch close cell equivalent to R30 batt insulation was used to insulate the overhang. 2-inch close cell equivalent to R15 batt insulation was also used to insulate the sealplate. R13 batt insulation was used to insulate the bathroom interior walls. This job also includes baffles, fire caulking, and foam around the doors and windows. This job follows the approved plans from the town. If there are any further questions, please feel free to contact me at(631)960- 8700. Sincerely, Jo rgelSanchez Vice-President Load Short Form s`� 'L� L� 11 L ;Job: Est# 7,2 ;� �� V ; Date: Jun 1024 f tBy Michael Faucl System 1 s Energy Testing Services 4 t. 6 i4 DEC - 1 2025 ,` . F :. E. 1648 Locust Ave,Unit E.Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingsenripes.com License:8619824 • - • • • For. Elizabeth Reds!&Samuel Fishman Residence 3085 Laurel Ave, Southold, NY 11971 Phone:516-375-5872 Design Information Htg CIg Infiltration Outside db(°F) 19 82 Method Blower door Inside db('F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 52 7 Pressure/ACH/AVF 50 Pa/3.0/1162 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Laars Heating Systems Company Make Carrier Trade LAARS Trade 15 SEER2 AC Model MFTCW199(N,P)'**" Cond GA5SAN43600WA0 AHRI ref 9008085 Coil FMU4Z3600AL1 AHRI ref 208024492 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 22960 Btuh Heating output 181000 Btuh Latent cooling 9840 Btuh Temperature rise 151 OF Total cooling 32800 Btuh Actual air flow 1093 cfm Actual air flow 1093 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Suite 306 4791 4028 195 183 Master WIC 77 822 551 33 25 Master Bath 195 1414 1079 58 49 Office 157 3564 3289 145 150 Powder 30 491 130 20 6 Foyer 259 3142 857 128 39 Laundry 132 1672 975 68 44 Kitchen 279 2371 6274 96 286 Dining Room 168 4555 3698 185 168 Living Room 315 4045 3115 165 142 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft" 2024.1un 24 11: e 1 RigMSuite�l Universal 202323.0.01 RSU30008 Pagagel /QCiC� ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJB Front Door faces: 8 System 1 1917 26867 23995 1093 1093 Other equip loads 0 0 Equip. @ 0.87 RSM 20924 Latent cooling 4039 TOTALS I 1917 I 26867 I 24963 1093 l 1093 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft" 2024.1un-24 11:22:13 �� .w..s..,..., RightSuite®Universal 202323.0.01 RSU30008 Paget / Ci�1 ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJ8 Front Door faces: S Buildin 9 Anal sis Job: Est# 7,2 y Date: Jun 1024 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservioes.com Web:www.anargyteslingservices.com License:B619824 -Proiect Information For: Elizabeth Rerisi&Samuel Fishman Residence 3085 Laurel Ave, Southold, NY 11971 Phone: 516-375-5872 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD(T) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0 Dry bul b(T) 19 82 Infiltration: Daily range(°F) - 12 ( I ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa!3.0/ 1162 cfm Component Btuh/fF Btuh %of load Walls 2.7 2194 23.7 Glazing 15.5 1245 13.4 vW Doors 0 0 0 Ceilings 1.6 1000 10.8 Floors 0.8 33 0.4 Infiltration 2.7 1991 21.5 Ducts 2805 30.3 Piping 0 0 wry Humidification 0 0 Ventilation 0 0 Adjustments 0 witra cn Total 1 1 92671 100.01 Cher Component Btuh/ft2 Btuh %of load Walls 0.6 486 5.6 Glazing 22.4 1805 20.7 Doors 0 0 0 GEOrg Ceilings 1.5 895 10.3 turd Cbm Floors 0.1 5 0.1 Infiltration 0.2 125 1.4 Ducts 2129 24.4 Ventilation 0 0 Internal gains 3270 37.5 0" Blower 0 0 ctw Adjustments 0 Total 1 1 87151 100.01 Dds Latent Cooling Load=875 Btuh Overall U-va lue =0.056 Btuh/ftz--°F, Window/Floor Area =13.3% Data entries checked. -* wrigt�tzoft' 2024-Jun-24 11:22:13 It- RightSuite®Universal 202323.0.01 RSU30008 AC Page2 ACC,', ...idence-3085 Laurel Ave,Southold,NY 11971.rup Cad=MJ8 Front Door faces: S Load Short Form Job: Est#1363 Date: Jun 17,2024 �" M> System 2 By: Michael Faucl G Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingsenrices.00m Web:www.energytestingservices.com License:8619824 Project • . • For: Elizabeth Rerisi&Samuel Fishman Residence 3085 Laurel Ave, Southold, NY 11971 Phone:516-375-5872 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 52 7 Pressure/ACH/AVF 50 Pa/3.0/1162 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Laars Heating Systems Company Make Carrier Trade LAARS Trade COMFORT 15 SEER2 AC Model MFTCW199(N,P)"*' Cond 24SCA518WC0300 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 12600 Btuh Heating output 181000 Btuh Latent cooling 5400 Btuh Temperature rise 274 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.069 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Loft 208 2944 999 191 69 Bedroom 3 154 2656 3359 172 231 Bath 61 525 165 34 11 Bedroom 2 184 3143 4192 204 289 System 2 607 9267 8715 600 600 Other equip loads 0 0 Equip.@ 0.87 RSM 7600 Latent cooling 875 TOTALS I 607 I 9267 I 8475 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pk wwightsoft. 2024-Jun-2411:22:13 ..,,�.,,—A— Right-Suite®Universal 2023 23.0.01 RSU30008 Page +� ...idence-3085 Laurel Ave,Southold,NY 11971.rup Cale=MJB Front Door faces: S Buildin 9 J Anal Job: Est# 7,2y Date: Jun 1024 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.cam Web:www.energytestingservices.corn License:8619824 Project Information For: Elizabeth Rerisi&Samuel Fishman Residence 3085 Laurel Ave, Southold, NY 11971 Phone: 516-375-5872 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature ff) 70 75 Elevation: 7 ft Design TD(°F) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 43.6 37.0 Dry bulb('F) 19 82 Infiltration: Daily range (°F) - 12 ( 1 ) Method Blower door Wet bulb(°F) - 72 Shielding ifstories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0! 1162 cfm Component Btuh/ft2 Btuh %of load Walls 2.1 4350 16.2 ftl Glazing 15.5 5900 22.0 Doors 14.9 1442 5.4 Ceilings 1.7 2315 8.6 Floors 0 0 0 Infiltration 2.7 4757 17.7 Ducts 8103 30.2 °� Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Was Irfilbatim Total 26867 100.0 Cjflrgs • • Component Btuh/ft2 Btuh %of load Walls 0.5 963 4.0 Glazing 12.3 4704 19.6 Doors 6.6 633 2.6 �� Ceilings 1.5 2072 8.6 airs Floors 0 0 0 Infiltration 0.2 298 1.2 D ns___ Ducts 5920 24.7 Ventilation 0 0 OArgs Internal gains 9405 39.2 Blower 0 0 Cts Adjustments 0 Total 1 1 239951 100.01 Dit Latent Cooling Load=4039 Btuh Overall U-value =0.047 Btuh/ft2-°F, Window/Floor Area =19.9% Data entries checked. wrfyhlioli' Right-Suite®Universal2023 23.0.01 RSU30008 2024�1un 24 1 Page 1 ACC t� g ...idence-3085 Laurel Ave,Southold,NY 11971.rup Cak=MJ8 Front Door faces: S Building Analysis Job: Est# 7,2y Date: Jun 1024 System 2 By: Michael Faucl Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.cwm Web:www.energytesbngservices.com License:8619824 Project Information For: Elizabeth Rerisi 8r Samuel Fishman Residence 3085 Laurel Ave, Southold, NY 11971 Phone: 516-375-5872 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 70 75 Elevation: 7 ft Design TD(T) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 43.6 37.0 Dry bulb(T) 19 82 Infiltration: Dailyrange (°F) - 12 ( I ) Method Blower door Wet bulb(T) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/ 1162 cfm Component Btuhfft= Btuh %of load Walls 2.7 2194 23.7 Glazing 15.5 1245 13.4 vie Doors 0 0 0 Ceilings 1.6 1000 10.8 Floors 0.8 33 0.4 Infiltration 2.7 1991 21.5 Ducts 2805 30.3 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Irtr-abm Total 1 1 92671 100.0 or" to . • Component Btuh/ft2 Btuh %of load Walls 0.6 486 5.6 Glazing 22.4 1805 20.7 Doors 0 0 0 Ceilings 1.5 895 10.3 -\ (ors Floors 0.1 5 0.1 Infiltration 0.2 125 1.4 Ducts 2129 24.4 Ventilation 0 0 Internal gains 3270 37.5 �Ck9s Blower 0 0 0WEr Adjustments 0 Total 1 1 87151 100.01 Dzts Latent Cooling Load = 875 Btuh Overall U-value =0.056 Btuh/ftz--`F, Window/Floor Area =13.3% Data entries checked. wriyhtsofL' Right Suite®Universal 2023 23.0.01 RSU30008 2024Jun 24 1 Page 2 ACCA g ...idence-3085 Laurel Ave,Southold,NY 11971.rup Cad=MJS Front Door faces: S Est Project Summary Job: Jun 17,2 v=tE System 1 Date: Jun ae oaa By: Michael Faucl Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices corn License:8619824 Proaect Information For. Elizabeth Reds!&Samuel Fishman Residence 3085 Laurel Ave,Southold,NY 11971 Phone:516-375-5872 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18764 Btuh Structure 18075 Btuh Ducts 8103 Btuh Ducts 5920 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26867 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 20924 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial /2 Pressure/ACH/AVF 50 Pa/3.0/116 cfm Structure 2649 Btuh Ducts 1390 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(W) 191T 191T Equipment latent load 4039 Btuh Volume(fl') 18376 18376 Air changes/hour 0.27 0.12 Equipment Total Load(Sen+Lat) 24963 Btuh Equiv.AVF(cfm) 84 38 Req.total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Laars Heating Systems Company Make Carrier Trade LAARS Trade 15 SEER2 AC Model MFTCW199(N,pr--- Cond GA5SAN43600WA0 AHRI ref 9008085 Coil FMU4Z3600AL1 AHRI ref 208024492 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 22960 Btuh Heating output 181000 Btuh Latent cooling 9840 Btuh Temperature rise 151 OF Total cooling 32800 Btuh Actual air flow 1093 cfm Actual air flow 1093 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2024 Jun-24 11:22:13 RightSuita@ Universal 202323.0.01 RSU30008 Pagel ACCA ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=W8 Front Door faces: S Project Summary Job: Est#1363 , (7t, � � Date: Jun 17,2024 { t System 2 By: Michael Faucl Energy Testing Services 1648 Locust Ave,Unit E.Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservice&com Web:www.energytestingservices.com License:8619824 Proaect Information For: Elizabeth Redsi&Samuel Fishman Residence 3085 Laurel Ave,Southold, NY 11971 Phone:516-375-5872 Notes: Design Inforrnation Weather: Montauk AP, NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6463 Btuh Structure 6586 Btuh Ducts 2805 Btuh Ducts 2129 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9267 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 7600 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial /2 Pressure/ACH/AVF 50 Pa/3.0/116 cfm Structure 397 Btuh Ducts 478 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 60T 60T Equipment latent load 875 Btuh Volume(fe) 4855 4855 Air changes/hour 0.43 0.19 Equipment Total Load(Sen+Lat) 8475 Btuh Equiv.AVF(cfm) 35 16 Req.total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make Laars Heating Systems Company Make Carrier Trade LAARS Trade COMFORT 15 SEER2 AC Model MFTCW199(N,Pr... Cond 24SCA518WC0300 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 12600 Btuh Heating output 181000 Btuh Latent cooling 5400 Btuh Temperature rise 274 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.069 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ._. 2024-Jun-2411:22:13 wrJ f�tsoftE- ..,-ea,.,...«..-......-., Rig htSuite(alUniversa1202323.0.01 RSU30008 Paget ACM ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJ8 Front Doorfaces: S Duct System Summary Job: Est# ,2 y 024 •� Date: Jun 17 /7 4 System By: Michael Fauci t , r Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.anargytestingservioas.com License:8619824 Project Information For: Elizabeth Rerisi&Samuel Fishman Residence 3085 Laurel Ave,Southold, NY 11971 Phone:516-375-5872 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.194/0.056 in H2O 0.194/0.056 in H2O Lowest friction rate 0.055 in/100ft 0.055 in/100ft Actual air flow 1093 cfm 1093 cfm Total effective length(TEL) 454 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Dining Room h 4555 185 168 0.056 9.0 Ox 0 ShMt 83.3 265.0 st4 Foyer h 3142 128 39 0.056 8.0 Ox 0 ShMt 69.3 275.0 st4 Kitchen c 3137 48 143 0.061 8.0 Ox 0 ShMt 72.3 245.0 st4 Kitchen-A c 3137 48 143 0.060 8.0 Ox 0 ShMt 76.5 245.0 st4 Laundry h 1672 68 44 0.059 6.0 Ox 0 ShMt 71.0 255.0 st4 Living Room h 4045 165 142 0.057 8.0 Ox 0 ShMt 58.0 280.0 st4 Master Bath h 1414 58 49 0.068 6.0 Ox 0 ShMt 38.5 245.0 st3 Master suite h 2395 97 92 0.063 7.0 Ox 0 ShMt 50.5 255.0 st3 Master suite-A h 2395 97 92 0.056 7.0 Ox 0 ShMt 54.5 290.0 st4 Master WIC h 822 33 25 0.070 5.0 Ox 0 ShMt 33.0 245.0 st3 Office c 3289 145 150 0.057 8.0 Ox 0 ShMt 52.0 290.0 st4 Powder h 491 20 16 0.055 4.0 Ox 0 ShMt 1 61.8 1 290.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 905 927 0.055 642 15.1 8 x 26 ShtMetl st1 st3 Peak AVF 188 166 0.063 424 8.1 8 x 8 ShtMetl st1 st1 Peak AVF 1093 1093 0.055 656 16.0 8 x 30 ShtMetl wrighttsoftg 2024-Jun-24 11:22:13 -!' - RigMSuiteC3l U niversa12023 23.0.01 RSU30008 Page l J�i 1 ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJ8 Front Door faces: S TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 12x42 1093 1093 102.3 0.055 619 18.0 Ox 0 ShMt wrightsoft- 2024,Jun-2411:22:13 Right-Suite®U niversal 2023 23.0.01 RSU30008 Page 2 / +Lf� ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJB Front Door faces: S Duct System Summary Job:. Est#1363 Date: Jun 17,2024 System 2 By: Michael Faucl - Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfaud@energytestingservices.com Web:www.energytesfingservioes.com License:8619824 Project • • For: Elizabeth Rerisi 8r Samuel Fishman Residence 3085 Laurel Ave,Southold, NY 11971 Phone:516-375-5872 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.212/0.038 in H2O 0.212/0.036 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 415 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 525 34 11 0.081 5.0 Ox 0 ShMt 15.3 245.0 st6 Bedroom 2 C 2096 102 144 0.079 7.0 Ox 0 ShMt 23.8 245.0 st5 Bedroom 2-A C 2096 102 144 0.081 7.0 Ox 0 ShMt 18.3 245.0 st5 Bedroom 3 c 1680 86 116 0.064 7.0 Ox 0 ShMt 22.3 310.0 st6 Bedroom 3-A C 1680 86 116 0.061 7.0 Ox 0 ShMt 19.3 330.0 st6 Loft h 1472 95 34 0.063 7.0 0x 0 ShMt 24.3 310.0 st6 Loft-A I h 1472 1 95 34 1 0.060 1 7.0 1 Ox 0 1 ShMt 1 32.0 320.0 st6 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR 00m) (in) (in) Material Trunk st6 Peak AVF 396 311 0.060 510 10.8 8 x 14 ShtMetl st2 st5 Peak AVF 204 289 0.079 519 9.1 8 x 10 ShtMetl st2 st2 Peak AVF 600 1 600 0.060 600 12.6 8 x 18 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mall Trunk rbl 12x23 600 600 63.3 0.060 561 14.0 Ox 0 ShMt wrightsoft- 2024-Jun-24 11:22:13 �+ ,"<,,..,,, ,,ram,,.., RightSuite®Universal 202323.0.01 RSU30008 Page /4C� ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: Est#1363 Date: Jun 17,2024 r� eta r S�/$teitp By: Michael Faucl r; ' e-- Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservicGs.com License:8619824 Project • • For: Elizabeth Rerisi&Samuel Fishman Residence 3085 Laurel Ave,Southold, NY 11971 Phone:516-375-5872 Cooling Design Conditions Outdoor design DB: 82.2°F Sensible gain: 23995 Btuh Entering coil DB: 76.rF Outdoor design WB: 72.0°F Latent gain: 4039 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0'F Total gain: 28034 Btuh Indoor RH: 50% Estimated airflow: 1093 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: GA5SAN43600WA0+FMU4Z3600AL1 Actual airflow: 1093 cfm Sensible capacity: 26172 Btuh 109%of load Latent capacity: 6810 Btuh 1690/a of load Total capacity: 32982 Btuh 1180/o of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 26867 Btuh Entering coil DB: 68.4'F Indoor design DB: 70.0*F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Laars Heating Syste Model: MFTCW199(N,P)**** Actual airflow: 1093 cfm Output capacity: 181000 Btuh 6740/6 of load Meets all requirements of ACCA Manual S. - - wrights®ft, 2024-Jun-2411:22:13 RightSuite®Universal 2023 23.0.01 RSU30008 Page 1 m+ ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJB Front Door faces: S Manual S Compliance Report Job: Est#1363 Date: Jun 17,2024 System 2 By: AMlchael Faucl z Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservioes.com Web:www.energytesfngservices.com License:8619824 Project • • For: Elizabeth Rerisi&Samuel Fishman Residence 3085 Laurel Ave,Southold, NY 11971 Phone:516-375-5872 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 8715 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.0*F Latent gain: 875 Btuh Entering coil WB: 63.2F Indoor design DB: 75.0°F Total gain: 9590 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SCA518WC0300+FMU4Z3000AL1 Actual airflow: 600 cfm Sensible capacity: 14390 Btuh 165%of load Latent capacity: 2929 Btuh 335%of load Total capacity: 17319 Btuh 181%of load SHR: 83% Heating .Equipment Design Conditions Outdoor design DB: 18.5*F Heat loss: 9267 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Laars Heating Syste Model: MFTCW199(N,P)**** Actual airflow: 600 cfm Output capacity: 181000 Btuh 1953%of load Meets all requirements of ACCA Manual S. wrtghtsoft" 2024Jun-2411:22:13 ,�-,rn,.. s.,a, RightSuite®Universa1202323.0.01 RSU30008 Paget ...idence-3085 Laurel Ave,Southold,NY 11971.rup Calc=MJB Front Door faces: S ResidentialPlans Examiner Review Fo Formrm CKV for A Design (Loads, D 15 Mar 09 Nrmaa�,t�axra�usdrerats, Header Information Contractor. Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 3085 Laurel Ave, System 1 HVAC LOAD CALCULATIONR • Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 19 *F Orientation: Front Door faces South Indoor temperature: 70 *F North,East,Weak South,Northeast,Northwest,Southsask Southwest Total heat loss: 26867 Btuh Number of bedrooms: 1 Conditioned floor area: 1911 fN Summer Design Conditions Number of occupants: 4 Outdoor temperature: 82 *F Indoor temperature: 75 *F Windows Roof Grains difference: 37 gNlb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 27517 Btuh Internal shade: blinds1e Latent heat gain: 4632 Btuh Blinds,drapes,etc. D.pl h Wd, Total heat gain: 32149 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Eq Rmu Data Cooling Equipment Data Blower Data Ec�ul ment t�r�e: Prop boiler Elvin t t�r�a: Split AC Heating cfm: 1093 ee,Hea ump,Boller,eta Elvin ndiUo a,Heat pump,eta Cooling cfm: 1093 Model: Laars Heating Systems Company Model: Carrier Static pressure: 0.60 in H2O MFTCW199(N,P)**** GA5SAN43600WAO+FMU4Z3600AL1 Fen'a rated external static pressure for design airflow Heatin%output capacii a1ac�1��o0 Btuh Total tooling capacity: 32982 Btuh Heat p mps-capac at Inter deslgn oo nditlons Sensible cooling capacity: 26172 Btuh Aux,heating output capacity: 0 Btuh Latent cooling capacity: 6810 Btuh DISTRIBUTIONHVAC DUCT 6 Design airflow: 1093 cfrn Longest supply duct: 352 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 102 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 454 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0,�5 in/100ft Branch duct: Sheet metal Friction R eta=ASP+(T EL x declare the load calCUlation. • on above.listed on be • review and verification. Contractor's printed name: Contractor's signature: Date: *Home qualifies for MJ1AE Form based on Abridged Edition Checklist 4J1- wriightsoft` .,-.1- -.•P-. -*V Right-Suite®Universal 202323.0.01 RSU30008 Residential Plansner Review Form • RPER 1 ACCK� for •n (Loads, Equipment, 15 Mar 09 Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 3085 Laurel Ave, System 2 LOAD CALCULATION Design Conditions Building Con-struction Information Winter Design Conditions Building Outdoor temperature: 19 °F orientation: Front Door faces South Indoor temperature: 70 o f North,east,west,south,Norftas%Northwest,Southeast,Southwest Total heat loss: 9267 Btuh Number of bedrooms: 2 Conditioned floor area: 607 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 'F Windows Rw.` Grains difference: 37 grAb @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 9994 Btuh Internal shade: blinds ea. Latent heat gain: 1004 Btuh Blinds,drapes,etc. Depth wtrrdox Total heat gain: 10998 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Hag Fquipment Data Cocilonq EquipmentData Blower Data Ecpu ment t ype: Prop boiler 9uipcment t r�a: Split AC Heating cfm: 600 u ace,He pump,Boller,etc. r ondttio ©,Heat pump,etc. Cooling cfm: 600 Model: Laars Heating Systems Company Model: Carrier Static pressure: 0.60 in H2O MFTCW199(N,P)"" 24SCA518WC0300+FMU4Z3000AL1 Fan'sra mdernal static pressure for design ah0ow Heating output caacit�r: 1§1(�00 Btuh Total cooling capacity: 17319 Btuh Heat pumps-cape at inmrdsslgn oo conditions Sensible cooling capacity: 14390 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 2929 Btuh DISTRIBUTIONHVAC DUCT • •• Design airflow: 600 cfrn Longest supply duct: 352 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 63 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 415 ft Available static pressure(ASP): 0.25 in H2O FrictionF�atb Rate=ASP+tTF1 '%0 in/100ft Branch duct: Sheet metal I declare the load calculation, equipment, equipment selection and duct deslign were rigorously performed based on the building plan listed above. I understand the claims made on these forms will - subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for or ALithority 'Home qualifies for li Form based on Abridged Edition Checklist wrightsoft- .„•.,:�, RightSufteOUniversal202323.0.01 RSU30008 7TIK Level 1 F� 7 "7" 9" 8" 8n 8x8 26x8 5" Basemer 8 n 6„ 6" 8" I 4" 8" I �18" I 30x8 Job#: Est# 1363 Energy Testing Services Scale: 1 :86 Performed by Michael Fauci for: Page 1 Elizabeth Redsi&Samuel Fishman Residence 1648 Locust Ave,Unit E Right-Suite®Un iversa1 2023 3085 Laurel Ave Bohemia,NY 11716 23.0.01 RSU30008 Southold,W 11971 Phone:631-244-2627 License:8619824 2024-Jun-24 11:22:27 Phone:516-375-6872 www.energytesUngservices.com mfauci@energytestingservice ...urel Ave,Southold,NY 11971.rup Level 2 97 cfm 97 cfm 185 cfm ®-165 cfm Dininq Roo Master Suii Livinq Root 143 cfm —® Master WI 2-33 cfm Kitcher Stain 143 cfm Z-58 cfm 1093 cfm 68 cfm--® Master Bat Laundr Foye 150 cfm—® 20 cfm Powde� 12�m OffiCE ONE Garage WE 7rf Job#: Est#1363 Energy Testing Services Scale: 1 :86 rmed by Michael Fauci for: Page 2 Elizabeth Redsi 8 Samuel Fishman Residence 1648 Locust Ave,Unit E RlghtSu tte®Un iverm l 2023 3085 Laurel Ave Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:8619824 2024-Jun-24 11:22:27 Phone:516375.5672 www.energytestingservices.com mfauci@energytestingservice ...urel Ave,Southold,NY 11971.rup '414 1 Level 3 144 cfm 144 cfm 7 7- Bedroom Stairs: 10x8 Bath OTE 14x8 18x8 34 cfm 5" 7„ 14' 116 cfm �600 cfm 95 Cfrr Bedroom IIIlllll��1111 7„ 7 7" Loft 116 cfm 95 cfm Job#: Est#1363 Energy Testing Services Sole: 1 :86 Performed by Michael Fauci for: Page 3 Elizabeth Redsi 8 Samuel Fishman Residence 1648 Locust Ave,Unit E Right-Su ite®Un iversa 12023 3085 Laurel Ave Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:8619824 202"un 24 11:22:27 Phone:516-375.5872 www.energytestingservices.com mfaucl@energylestingservice ...urel Ave,Southold,NY 11971.rup '.5 4�s 1 )p *I"i.ip:�Jw' :t- x 'i, , , Ap" Mr ��,I�L; _qk4 x, " JR Colo lie 1.41 Zr .MR TOM, -V 'Vill, MW 11 f& 4 t4' All wtw MA 31� PZ% aA Am .... ...... NQ I mImwopo'MP-M.wo ZSk A r1f." it wl_ 4 r j � a;N ✓., AF i y t krl a- ' 1 5 ' I +� 1 1 i !s t r ,�ya ��'. g / ��Tt w"'�',7�,'►�.<�I� 9rLP! '15 �-`'' � �' 4.-s:�� /�` � ! � � - � _ - . ! �ia� c +'". . � .•. � t 3r,� �t Y�:��,.� J�:'kf�:�. _ �i_ .vim.,. r- .-.- , s o- �� 1. l•i +( 3r ,�R,, �• r �� g 1 . ..c"C _ .'�'_ !G•. .s 3J �e.�lS.=_ '�� ...d .�.. _v .'rit:� - � __ ,�.... �';✓','.. sLiA L .e'3�'� �?,�r. �`i.. FIELD INSPECTION REPORT DATE COMMENTS 3.21-g< Walls t. o ' s Ole• (zov alp Cvact FOUNDATION (IST) GM10✓l S R-v 11, 0� �l'2R,G�,t,v �t ------------------------------------ -- V � FOUNDATION (2ND) m z ICJJ m bOr 0�^ � � �'• d �y r ROUGH FRAMING& ►� PLUMBING w Z 1;1 �i/1sK 0� GWukv.t av- -i I '�G• •�- sk�o�hcrr� (z C�" � � c n 1bW INSULATION PER N.Y. y STATE ENERGY CODE 0. ` " S 4- m;kAtexhun R:e wfi r J v�Sl�✓ Old rr o Z� 60 � gb 1�TWO "V jP> ask�T— FINAL ( Vat -- ADDITIONAL COMMENTS �v `I cl", a 2(0 • Z<- u-K v4o La Z C1A 3 -k11 k 2� 2 ►n n i-Sturm c.� _-- t 4a � FL � w 12 • I • BOA , o o w� O �r M4 pf ac, C 4 r- H s t4,1 Cc v . We, — Gr-AIVA •{a 0 z 1 o�osutiFoc,rooG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 N x y • o� Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov ;,-Dke Received:,: APPLICATION FOR BUILDING PERMIT _ D For Office Use Only Q -'ERMIT NO. O Building Inspector: OCT0 1 1 2024 Applications and forms must be filled out in their entirety.IncompleteTN�? applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization"form(Page-2)shall be'completed. Date: OWNERS)OF PROPERTY ,.- Name:Elizabeth Rerisi and Samuel Fishman SCTM#1000-55-03-31 Project Address:3085 Laurel Ave. Southold Phone#:516 375-5872 Email:yrerlsi@gmail.com Mailing Address:P.O. Box 507, East Marion, NY 11939 T CONTACT PERSON: Name:Gail Rerisi. Attorney„z _ � 4..r Mailing Address:P.O. Box 507 East Marion, NY 11939 Phone#:516-939-0669 Email:greri_pJ- mail.com DESIGN PROFESSIONAL INFORMATION: Name:Robert James Higgins, Architect Mailing Address:50 Hidden Acres Path, Wading River,wNY 11792 Phone#:631-208-3351 Email:Rarchibob aol.com�_ �.r_ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION " BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Esti ated Cost of Project: ❑Other $ J0d °Do' i Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? BYes ❑No 1 i PROPERTY INFORMATION Existing use of property:vacant _ Intended use of pro0erty:1 Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes BNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County yew 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 buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Elizabeth Rerisi Samuel Fishman ❑Authorized Agent�80wner Signature of Applicant: a ate: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Elizabeth Rerisi and Samuel Fishman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owners (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 © day of ©c /a/S�� .20 24 f N tary Public GAIL A. RERISI NOTARY PUSLIC•STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No. 02RE4960926 Where the applicant Qualified In Suffolk Counfy Pp is not the owner) My Comml lion Expires Jonuory 02, 2013 20 2 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 4V:i O4_"" f 4 Yc t "�S 114 wd ° <yr,- ,5,�"�.,',, s i \ 1 t ' f..TN y.�.1!?n SA >;" i » \^C..,3: fi..n... ... �t.�. .t ?`KY,�' _V,. .✓<...�'x_ :Si +..�42..k:. ..n r11=N&le,Yff,-.:, .2 n BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK .`..�` f� PERMIT NO. 10649 DATE: SEPTEMBER 18,2024 i .' ISSUED TO: ELIZABETH RERISI&SAMUEL FISHMAN �1t PROPERTY ADDRESS: 3085 LAUREL AVENUE,SOUTHOLD SCTM#1000-55-3-31 x AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 18,2024, r and in consideration of application fee in the sum of$1,250.00 paid by Elizabeth Rerisi&Samuel Fishman and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: rM � µ Wetland Permit to construct a two-story,2,878sq.ft. dwelling with entry porch, rear ,, porch,side entry,basement entry and attached garage; install A/C units and generator; P rY� 1'J' g g i/ •;� install an I/A OWTS system landward of dwelling; install a permeable driveway; install ti t gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 25 foot wide Non-Disturbance Buffer area along the landward edge of the top of the F bank with a four(4)foot wide access path to the water;with the condition to establish + and perpetually maintain a 50'wide non-disturbance buffer along the landward edge of { °. y!' the wetlands; all as depicted on the site plan prepared by Nathan Taft Corwin III, 'a Land Surveyor,received on September 30,2024, and stamped approved on October 4, 2024. ^` IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. r Og�FFO(.t ` CD .. „ o t CT .� � e s +� .•�,e 1,�: _.ram' ,'>- R t�,�^�Y�`` ,,, t� �.m +*4�i��"``�i"L��y,;�„�,,x,,i,,�yT-�7``.,.P.r.<---�,1`'�•-�'•o-j��,�,"--.''�:.�r�'r�t�f' y+Y,�`';'-�'?£""�`�`��' '�`rz,,^�*�...�.v �'`""�t ,, �aOF sv�lyo Town Hall tlnnex Glenn Goldsmith,President 54375 Route 25 Nicholas Iirupsli,Vice President � h0 l� P.O. Box 1179 Eric Sepenoski J�I '! Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples '� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2321 C Date:November 5,2025 THIS CERTIFIES that the construction of a two-story. 2 878sd ft dwelling with entry porch, rear porch side entry,basement entry and attached garage: installation of A/C units and generator; installation of an IIA OWTS system landward of dwelling: installation of a permeable driveway; installation of gutters to leaders to dWyells to contain roof runoff, and establishment of a 50' wide non- disturbance buffer along the landward edge of the wetlands, At 3085 Laurel Avenue, Southold Suffolk County Tag Map#1000-55-3-31 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 21,2024 pursuant to which Trustees Wetland Permit#10649 Dated September:19,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is.being issued is for the construction of a t%vo-story 2 878sq ft dwelling with entry porch rear porch side entry,basement entry and attached garage installation of A/C units and generator; installation of an I/A OWTS system landward of dwelling: installation of a permeable driveway installation of gutters to leaders to dU3yells to contain roof runoff• and establishment of a 50' wide non"disturbance bufferalong the landward edge of the wetlands The certificate is issued to ELIZABETH RERISI& SAMUEL FISIB4AN owners of the aforesaid property. � I e� Authorized Signature �L - 1 2025 i - x NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 7 SUNY @ Stony Brook,50 arcle Road.Stony Brook,NY 11790 P.(631)44"3651 F:(631)44"360 www.der—ny.gov LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT& NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION July 17, 2024 Elizabeth Rerisi Samuel Fishman 29 Whitman Ave. Syosset, NY 11791 Re: DEC# 1-4738-05019/00001 Rerisi/Fishman Property: 3085 Laurel Avenue SCTM# 1000-55-3-31 Dear Applicants: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the subject properly landward of the line labeled "top of bank", as shown on the survey prepared by Nathan Taft Corwin Ill, last revised 6/22/2024, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB) (Myotis septentrionalis), a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL)§11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The"take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued �'ta YOPJc I Department of L�ts`"ao oaw,m Environmental Conservation a } pursuant to ECL§11-535.In order to avoid an Endangered Species "take," no tree cutting. activities.may be conducted at,the project site between the dates of March I and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species ,Regulations, please contact the Regional Wildlife Manager at(631)444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, E sa Scott Permit Administrator cc: D_Bergen BMHP Wildlife file uFF BUILDING DEPARTMENT-Electra a3 i nspector S TOWN OF SOUTHOLi L. MAY 2 1 2025 o Town Hall Annex- 54375 Main Road - PO Box 1179 ,F Southold, New York 11971-09591eSincr r�. Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: - e_ Electrician's Name: License No.: 3 y 0 -7 q M C Elec. email: ale,c r 1 C_J,0k,) � e W ®o ,C ,91 Elec. Phone No:6 _aa,D . 01request an email copy of Certifica a of Compliance Elec. Address.: ,p, JOB SITE INFORMATION (All Information Required) Name: Address: 3 Q S Cross Street: e vt,n e Phone No.: �/ - S- 2 Bldg.Permit#: / c� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): k �c . �/l .l ci , 1_57e. z_e r Square Footage: Circle All That Apply: Is job ready for inspection?: ESPO ❑Rough In �� ❑ Final Do you need a Temp Certificate?: ES NO Issued On \$ 5 Temp Information: (All information required) ervice Size , 1 Ph❑3 Ph Size: OV A #Meters_� Old Meter# ew Service0 Fire Reconn ctOFlood ReconnectOService Reconnect ni'derg roundFbverhead # Underground Laterals H Frame n Pole Work done on Service? MI nN Additional Information: G� - JPS�� r� 9 d c9ve-r PAYMENT DUE WITH APPLICATION FJ'ot1_�'S pd !W�5 UU&4,\5 h-Sew(Z sufFocIc Q0, BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802 S Temporary Certificate # 1 5 Date 2025 Customer Name Qi Electrician Name AddressU)95 Laarel ie, SoofhoiA Phone C665 e-mail U� i e-mail Phone 261 . �5. -? License# _ Size O A Phase 1. Overhead Underground ✓ #of Meters 1. Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. K Authorized by BUILDING DEPARTMENT- ElectrIC nspector 2 1 TOWN OF SOUTHOLD L MAY 3 2025 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-095'9,17i Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: . , Company Name: '� Okq Electrician's Name: J V License No.: -,>V D -7 c/ L Elec. email: C J e_4rl(_ J 41 Le 0 0 Elec. Phone No:Ea-_2aD [21 request an email copy of Certificafe of Compliance Elec. Address.: '?,0, ir- fe_�� /U JOB SITE INFORMATION (All information Required) Name:F//7 &eA -Re.r1_S1 Lq/j a4 Address: C) SS- Cross Street: C vi n e- Phone No.: :5- 16- 3 -7 a Bldg.Permit#: . 57 �9 L/ email, (e), !2 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Akt") 4-L- -e_ C_ d 19 C_ 1Square Footage: !Z� Circle All That Apply: Is job ready for inspection?: ES Rough In Final Cfyyjl Do you need a Temp Certificate?: :a�ES' []NO Issued On 1*\3�65 Temp Information: (Ali information required) ervice Size bil"Ph[:]3 Ph Size-500 A #Meters Old Meter# [2<'ew serviceE]Fire Reconnect[]Flood ReconnectE]Service Reconnect[]gldfi�derg round verhead # Underground Laterals n H Frame r] Pole Work done on Service? FIN Additional Information: cle- 10'� r' A/ 6-2 PAYMENT DUE WITH APPLICATION 13 ?6 mow\\ Dkwi PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Panel . Fans Mini Fr. J W/D Pump Exhaust Oven Sum � p Heater Trnsfmr . Smokes DW Generator Salt Gen. Water Bond Carbdn M.icro . �; G,rb:Dis Lights Heat Pucks E.RV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo i Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used — Amps l Have`G;� Use,d2 Comments 2- -" 5��¢ (� I S,'4, ► .S+-a n L t Go N T GG��Gl�11- {3tPa l -_2 f'-I.e —'_ �VC,F1" Co-m. PAC FT I w le 5 L/ - s,•zd �-�e�+�a Z zotor l r Town Hall Annex ^ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' Southold, NY 11971-0959 BUILDING-DEPARTMENT. NOTICE-OF-UTILIZATION.OF TRUSS TYPE CONSTRUCTION.PRE-ENGINEERED: WOOD CONSTRUCTION:'AND/OR TIMBER CONSTRUCTION.' Date`, � Owner: Location of Property::._, 3 0 .Sr .¢0/2'-e-G-- o L Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the folio 'ng location(s) (check applicable liney- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature )- .... Name (person submitting this form): : Capacity heck applicable line): Owner Owner representative TnussReg15.docx Effective 1/1/2615 Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516)294-7037 ! Fax(516) 742-9375 SPANO ABSTRACT SERVICE CORP., A New York State Licensed Title Agency Does certify to: The Town of Southold THAT is has caused a search to be made in the Office of the Clerk of the County of Suffolk,in the State of New York,against the premises described herein from April 23, 1957 to date and premises adjacent thereto on all sides,to ascertain the fee chain of title respecting said premises described herein and the premises abutting since June 1, 1957 to date and has found only the returns as set forth herein on the following pages as they bear on record line. THIS Company's liability is limited to Twenty-Five Thousand Dollars ($25,000.00)for any reason whatsoever and shall be confined to the applicant hereon addressed. NO policy of insurance is to be issued hereunder. ANO As. TRACT SERVICE C omas E.Gaffney General Counsel Title No.: SP49996-SB Dated: December 13,2024 Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTR.ACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516)294-7037 / Fax(516) 742-9375 SUBJECT PREAUSES: PARCEL A DISTRICT: 1000 SECTION: 055.00 BLOCK: 03.00 LOT: 031.000 1. DEED (Covers-premises under examination-and more) Dated: August 21, 1952 Elton S.Booth and F.Harold Booth Recorded: September 24, 1952 Liber: 3412 Page: Ol To Harriet B.Hickey 2. DEED (Covers.premises under examination and morel Dated: October 2, 1959 Frederick H.Booth Jr.as Executor of the Recorded: October 13, 1959 Last Will and Testament of Harriet B. Liber: 4707 Page: 82 Hickey To Frederick H.Booth Jr. 3. DEED Frederick H.Booth Jr. Dated: November 27, 1973 Recorded: November 30, 1973 To Liber: ` 7542 Page: 204 William H.Price Jr. 4. DEED William H.Price,_Jr.,as to an undivided'/2 .Dated: November 22, 1995 interest w Recorded: December 5, 1995 Liber: 11752 Page: 954 To Bruce A.Anderson and Susan P. Anderson,his wife 5.' DEED Bruce A.Anderson and Susan P. Dated: October 7, 1998 Anderson,his wife Recorded: October 15, 1998 Liber: 11923 Page: 113 To Susan P.Anderson "` Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 SUBJECT PREMISES: PARCEL A(CONTINUED) DISTRICT: 1000 SECTION: 055.00 BLOCK-. 63.00 LOT: 031.000 6. 1998 William H.Price,Jr.,as to remaining Dated: October 26, undivided%2 interest Recorded: November 4, 1998 Liber: 11929 Page:611 To Judith P.Hamm 7. DEED 2004 William H.Price,Jr.,conveying all of his Dated: June 25, right,title and interest Recorded: 'August 10,2004 Liber: 12336 Page: 153 To Judith P.Hamm 8. DEED Judith P.Hamm Dated: September 30,2019 Recorded: January 7, 2020 To Liber: 13043 Page:45 Susan P.Anderson 9. DEED 20024 Susan P.Anderson Dated: April 12, Recorded: May 20,2024 To Liber: 13249 Page:535 Elizabeth Rerisi and Samuel Fishman,as husband and wife LAST DEED OF RECORD_ Spano Abstract V. Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205, Garden City,NY 11530 (516) 294-7037 / Fax(516)742-9375 PREMISES TO THE WEST: PARCEL B DISTRICT: 1000 SECTION: 055.00 BLOCK: 03.00 LOT: 030.000 1. DEED (Covers-nremises-under, ezamnation and m Dated: August gust 21, 1952 Elton S.Booth and F.Harold Booth Recorded: September 24, 1952 P 01 Liber: 3412 age To Harriet B..I3icke`; _ 2.J.DEED (Covers aremises under. examination and more)- Dated: October 2, 1959 Frederick H.Booth Jr.as Executor of the Recorded: October 13, 1959 Last Will and Testament of Harriet B. Liber: 4707 Page:82 Hickey TO Frederick H.Booth.Jr. 3. DEED (Covers uremises under-. examination-and Dated: wore September 10, 1967 Recorded: September 19, 1967 Frederick H.Booth Jr. Liber: 6222 Page:533 To Donald E.Tuthill and Lorna E.Tuthill, his wife 4. DEED Donald E.Tuthill and Lorna E.Tuthill, Dated: November 29 1968 his wife Recorded: December 4, 1968 Liber: '6467 Page: 144 To William H.Price and Helen C.Price,his wife:-- Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES TO THE WEST: PARCEL B(CONTINUED) DISTRICT: 1000 SECTION: 055.00 BLOCK: 03.00 LOT: 030.000 5. DEED William H.Price and Helen C.Price,his Dated: August 23,2004 wife Recorded: September 21,2004 Liber: 12344 Page: 506 To William H.Price Jr.and Susan P. Anderson,and Judith P.Hamm,as tenants in common 6. `DEED William H.Price Jr.and Judith P.Hamm, Dated: July. 18,2019 as tenants in common Recorded: September 16,2019 Liber: 13028 Page: 742 To Susan P.Anderson 7. DEED Susan P.Anderson -- Dated: July 19,2019 Recorded: September 16,2019 To ;Liber: 13028 Page:743 1345 Long Creek Drive,LLC LAST DEED OF RECORD Spano Abstract Service Corp. Complete Title Insurance Service WWW SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516)294-7037 / Fax(516) 742-9375 PREMISES TO THE NORTH: PARCEL C Long Creek ' S ano Abstract p Service Corp. Complete Title Insurance Service WW.W.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES TO THE EAST: PARCEL D Laurel Avenue Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 3500 ld Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREWHSES TO THE EAST: PARCEL E Long Creek Drive ' S ano Abstract p Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 _Thom as t Gaffney- General Counsel STATE OF NEW YORK ) COUNTY OF NASSAU ) SS On the 13t'day of December, 2024,before me,the undersigned,personally appeared Thomas E.Gaffney personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument. _lie MASON HAUSER Notary Public,State of New York No.01 HA4644168 Qualified in Nassau County My Commission Expires June 30,20gw i L ONG CREEK SURVEY OF PROPERTY SITUATE N 89048'44" E 60.78' SOUTHOLD E TOWN OF SOUTHOLD N 79°°41 .08g HGH WATER ALONG APPARENT 23 SUFFOLK COUNTY, NEW YORK _ _ S.C. TAX No. 1000-55-03-31 TO E OF BA NK EQUALS SEAWARD LIMIT OF TIDAL WE D a .s ------_ =__ __� J�8 oNE a� SCALE 1"=20' / -% TOP•'bF 8411K �10� % e of MARCH 25, 2024 6 , v 10.t v v W W\W W W W ( co 9 MAY 22, 2024 ADD PROPOSED HOUSE i '� W W W W W W w w v �s� 17 AGE JUNE 20, 2024 REVISED PROPOSED HOUSE 10— ouNDr v W W W W W W W W .w i SEPTEMBER 5, 2024 REVISED TO ADD ADDITIONAL STRUCTURE DIMENSIONS MON. -. �— 12.3 K O w W W r _ OG o SEPTEMBER 17, 2024 ADDED TOP OF BANK TO THE EAST ZONE At(a B) ..• o`� 12.5 DECEMBER 13�/� 2024 REVISED PROPOSED HOUSE _ 4'• R E��' W�L �W W W W W ..D..1+ W W W`W�Vr� W Vr .s`\ W W Q 2 . W W O TOTAL LOT AREA = 19,755 sq. ft. 9� `( FR TO TIE LINE I ` slo ( ) 0.454 ac. •Y C W W W W W W •1• •Y W W W • �Q ;7'i X 0 Wes ,D�W � W W X 3 h�� ZG OI \ \8.6 1 _ 2 BUILDABLE LAND AREA = 1.8,478 sq. ft. W � �W W W W W W •Y •Y •Y H• f7 J _ T AREA LOT AREA p 0 �\� \\_\ \ �I + 1 SEAWARD OTAL OOF TOP OF BANK) q '3� W W rn W W �Y- W �� W V W W W W W W O W W W W W W 12.0 `q� "''�'- �•� W Q '1V W W 1 0, ? CERTIFIED TO: W W y W W W W W W W �_ W y �.—.� y ,,, � ELIZA9ETH RERISI O' ' \ Z \ ' \ ` — _ _- ,, W W y W W W \ \ \ ye z I 1 T,-n SAMUEL FISHMAN X� FIDELITY NATIONAL TITLE INSURANCE COMPANY \ I o 12.s TITLE No. SP49996—S yv SPANO ABSTRACT SERVICE Corp. 13. NOTES: 13.3 PIPE / A 2 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 20. :: ;;:. X15.3 \ \ __ EXISTING ELEVATIONS ARE SHOWN THUS: xx.x = \ EXISTING CONTOUR LINES ARE SHOWN THUS: xx— — — —xx .--�.. ....... F.FL. - FIRST FLOOR R.:.. .. FRAM NOVSE 15.1 != i :::R `y:: .k ,:::::::��, 15.8� STEEL GUARDRNA G. L.TW _ TOP OF WALL GE OOR P... Z 510R� t`:::::JZ O'::i:::::;::::i: r;: BW - BOTTOM OF WALL o : ::::'.'.'::.:�e;�• :;. /�5 2. FLOOD ZONE INFORMATION TAKEN FROM: ��`� �i1 FLOOD INSURANCE RATE MAP No. 36103CO158H A X 1s i ZONE AE: BASE FLOO D ELEVATIONS DETERMINED ZONE X• AREAS DE TERMINED ED TO � `�� BE OUTSIDE........................................:.:.::: :��:::•:::T�•::::•.:::::•�:•:::� � S DE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ..................E.. ::::: �� N : : pt0? ' 6� ':: :::::: '::: ::: 3. PROPOSED SEPTIC SYSTEM: -*, Z PAPS NV�� 1 .:: ? : :?: :: 1 30 • a•• : :; :`: `. :`. ::::: :::::::.: :: :::::::::::::;::::::::::. - PROPOSED EXPANSION POOL 01 :::.;;:.;:. .: o :: :`: :: ``. . i:;:::::::::;`::::......... . . PROPOSED LEACHING z c� _ �. + HING POOL o T; ::::� X ................................................................................ a-� f C::::.... v 2 ;` :::: . :....... `::': :::; _ 000 PROPOSED OWTS TANK �'�d / ....J :• .:..\J.;;:::..... :::;:;y/ \ ,era �o 0 / 16.5 ® PROPOSED 12 12e POLYLOK DISTRIBUTION BOX + Z O 1 BR�"'O NU EN`�OPE rn LOT COVERAGE OVER BUILDABLE LAND AREA .�� •b �rn p �17� _o\ _ UA DESCRIPTION AREA % LOT COVERAGE �0 x,0 16.0 ` � 1o'n`1n• O � �� \ °' HOUSE/ ' 2,324 sq. ft. 12.6 SP�K) ON�MON• I PORCHES 383 sq. ft. 2.1% w 00� X 1�.� rn 17.5 TOTAL 2,707 sq. ft. 14.7% W T- i� rn X17.3 16.4 Cf—MIAfER J � _ VN-`►E � 4 O rn oo o EDGE OF PA EM XA0 � ��• � rn X 1 6— X� / � �,Y SING �usEs P X 16 ��- �� Tot UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY Ic �PUgUCywAt� ON OF SECTION 72099 OFSTHE"EWOLAnYORK STATE EDUCATION LAW. LO 1 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. DwE`�\NG CERTIFICATIONS INDICATED HEREON SHALL RUN FAA\�cV WATER) ONLY TO THE PERSON FOR WHOM THE SURVEY SING CUS IS PREPARED, AND ON HIS BEHALF TO THE TTILE COMPANY, GOVERNMENTAL AGENCY AND UB LENDING INSTITUTION LISTED HEREON. AND S P TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 2,600 sq. ft. PREPARED IN ACCORDANCE WITH THE MINIMUM 2,600 sq. ft. X 0.17 = 442 cu. ft. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin III BY THE �P ROVED AND ADOPTED FOR got YORK STATE LAND 442 cu. ft. / �42.2 = 10.5 vertical ft. of 8 dia. leaching pool required Land Surveyor ....... PROVIDE (2) 8 dia. X 6 high STORM DRAIN POOLS ��` `?.••'PNTAFT'•••• G �-+• * <�` - '�O O !. Successor To: Stanley J. Isaksen, Jr. L.S. , Joseph A. Ingegno L.S. PROPOSED 8 DIA. X 6 DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: \::::::: ::y = Title Surveys Subdivisions — Site Plans — Construction Layout �P�J�JG*P� / �ZN';• ^ d *` PHONE (631)727-2090 Fax (631)727-1727 (<` •�SO4 7 ` OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 S '0! zq N Jamesport, New York 11947 Jamesport, New York 11947 i SUP 7�l At e':`•° N.Y.S. Uc. No. 50467 E—Mad: NCorwm3Oaol.com 44-038B I c MAP OF YEN1dECOTT PARK -- N 794 8Da n E v J' 9' -mi8 •* 4ww�oxmna/'tt 60.78' LOT 14 S1rJATE AT SITUATE TH WN TO OF SOUTHOLD FILED MAP d5187 — eNac t>w7 u TWu—wx�+a 5 TOWN OF SOUTHOLD a— L al SuFMU(COUNTY,N.Y. I �� — =— •� �0 20Ni pil D-$URV[YED: •.Iql_ . . faA D<o16.y; 0 2aNi4 !! `0 E AF E4�8) v a"'°+�_x✓�D lE�a FNr u+E l N % _ •J •.. EFe11NG COMOUR �—• _a �1Ya STD N� LOCATION MAP p r p��"1 1`1co HNro3® N.T.S. A, \ A �� •O-r > u ttR uw�`F�xi�aw�REwa�r� o, 1 1 PROPosrn aH.DEcnac o PROJECT DATA 'a „> 1 J —._�aP�Ea z-tn•.NDPE PENT wPE Pam. MYIKrA NY 11 DST.SITE CML ENGINEER: J psE4iNOi PP0.0PA i��W C i NO SURFACE WATER WIMIN 75'TO PROPoSED SEPTIC TNM. HouSE fyEAR J lRµ WyFMNp ). NO SURFACE WATER WRHM 150'TO PROPOSED LEACHING POO(S. � ROPOsED L I I A it fR(`4E P \a s. NSAOMTMiIrE SYSTEM.NO BLK wATER WELLS ARE 'M M W W R ' OAY OF THc L.K.MCLEAN ASSOCIATES D.P.C. 1 •W i u• j5(� PROPOSED sANDARY SYSTEN 1. NO DRMNAGE STTtUCTURES W IN 10'OF SIWDAR!SYSTEM 1 J. PROPo DA'ETLNG MCWOES 3 a—..PROPOSED SANnARY STSIEM Is ,pp UES—FOR A 4NtIWY OF♦BEDROOMS. E ATION REFER TO NAPO88 � ° •2 SSORYS 4 t 11 1 / �� T OLSROB'Jf Sn BD%0 CONslsr Or FUJI GUcA4 cEN5 SEP11C TANK. pRp405£3 B£OROOM ``1-+41N. PRE (2)e'rzs'DEEP LFILHMO POOLS. 4i ec: i�es'�aec+.mMccrvi u• os� HOUS£. Flt65H£D 1 U �J, tE0PA0Mx�.�wa.a,..v.ns w.e....w.. 7o tR NIB LK UN > p��..."."®dv 1550QATEs..v.F° i (i) c.uw� X Fa1e° PRE ' S Z c YctFAN 0.P.C. �^ OphRAT q PROJECT: TEST HOLE (-T a—.1 gq c G $— TOWN OF SOUTHOLD P7xo rt GhN»5 q t.ri DAh �io5poz:� SUFFOLK COUNTY, NY o F 1`l �i'` ' Pay F '°' ;�°` DUN.D.-173 N I..DL SINGLE FAMILY r] IIJ.I J' RESIDENCE NR 1o'.N. 1DuaL j F�4, cGHL"L'ErPAnwo Tu O r t 1�� -BEST - w a sw•ro aeon. swmw�ra n ,Ax- au�}O 1ouw. `P/ HOLE 3.p ISSUES/REVISIONS ]� Pw �+ osuai m s y N _ Description No. Date r Uk ate" m DW;. L 4W, Wa. in Wa.n nn. As PER Nol 11 1 7/10/24 vPDp0aTo11e W. N - n>zs ro aeer..waa sw LP .4 N. 8 M 1 OO�O 17 C WATER ENCOUNTERED 131'BELOW SURFACE DP Mo GROUNDWATER.EL a.8 yH� �TI (®� Design Professional's-Certcicatl Required. 0^�W a' N� 1 UJICLEA \ I/A ®WTV Suhmlt P.E.or R.A.Certlflwtlon For s�� 6'0 ma The Installation and Construction of the Sewage Disposal System 16 .. %}BlJ Use Form WWM-073 Ow \ v �R VE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s SEE ATTACHMENTS) des° Gg l �,5 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A LO L`G A SINGLE FAMILY RESIDENCE ONLY s S NDRAmNc nrLE: swG'�s411WRONG 10/12/2024 R-24-0931 SANITARY PLAN DATE H.S. RE o. i g APPROVED SEA F .s SITE PLAN FOR MAXIMUM OF 4 BEDROOMS 1��°`RPt°� a°w�aa' in ca Scale: AS NOTED SCP1E:i'a 30' Octa: JIWE 202a s$ _ EXPIRES THREE YEARS MOM DATE OF APPROVAL Rk N: =a1D1.000 D JD1 a �DE�S�'` S 1 ,a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PtWwA SUPPLY CWIxEL'RD TG DEIN a 12U'IG sI-PW SE. 2m wRCUrz BR[.U(ER a THE Ya➢x ELECTWCAL PMxEL PVC PIPE FRW YAC R' PLASTIC CDVEP WRN ille CLFAN CGNTRaiIFA me NMY PPNEL DL1w2R µ�a'aAKE PoLYLDK SxfETY SCPFI°x 1a41NHl PPDPasEa YnCTa NR BLaNFR PDWER CONNECTDN Ta PR0.^pyp V.G. r,5 PEft u UfACNREA'S (TW.PoR pLL 3) �NMmWJEEa is COMPoLLFA As PFA SCDns k PEWIPEYENS YWUFMLU ItEYUIRFYEIxis.(SEE!]) • Z)'e(2' .)HpPE VEM W/CIWiCGIt RTER 19'YIN. eea+E cR3nc Se'ua.FRou un•waoow oR DDOR. POLY-OK 20"COVER F.P..Is.o cone.vwo MIN.4"DIA. EL. 17.00 2 ID'.1!'oUxZRE SDR 35 PVC PIF..PITCHED •-a wx. ENaosuPE wlm wvrn PVC PIPE FwOu VM'P• MIN. i/N PER 1' smwEx oR ENo PLJJc �OwER Ta JUR araoE '.NV.=1},80 R SERS K 6' As PEP MM`UfKNREfl'S RISERS pp � REOUwEYENIS PmasEn u.c, GIST IBK ON t PaEciPlc DISTRIBUTION BOX 4' IIAX. ENDCAP TYPE LEVELING DEVICE YIN.,•wA 1 LOCATION MAP SOP�'PAL PIPE PITCHED YIN.1/4'PER I' 4'SaR]!PVC N.T.S. e'SaP3!PYC PIPE �. MIN.4"DIA. FOOT PEH Eoor SDR 35 PVC PIPE PITCHED ,rp I-13.93 MIN. 1/8'PER V I-FlPE To FTJrErR.Lre INV-l3.63 PROJECT DATA FFOIJ N w.Y.L Mln. YVLrwvr/oer.Ew...r�lanm I!.]a MIN. RA COMPACTED S,AD OR usT ulumv.50i�xr 110]v PROPoSED MIN. PEA GRAVEL LEVELING PAD FaunwrroN OUTLET INYE •ailmo `.ovm eLmx o3m sF law.Liss) DISTRIBUTION/SAMPLING MANHOLE 2wNa—.---•__R SNE CNL ENGMEER: MAIN HOUSE BUILDING UlAil CONNECTION DETAIL N.T.S. I/A OWTS FUJI CLEAN CEN5 500 GPD N.T.S. L.K MCLEAN ASSOCIATES.D.P.C. CONCRETE COVER BELOW GRADE GRADE = 16.8 VMIN, MAX. 1— 2'-6 MAX. 6"THICK SLAB W©LN.4ciFIN ASSOCUTES,DP.C. MIN.4"DA. PRQIECT: SDR 35 PVC PIPE PITCHED MIN. 1/8"PER 1' TOWN OF SOUTHOLD INV-13.47 I/A OWL NOTES SUFFOLK COUNTY, NY '.er rxE M�ixur�n.` weIEP names vPlcR m uaweL ox-vm uv+c a YErxoD ur*mcu o�w N as xE HE:. a�aP PP xawY ra DEvv+aTEE'a------ SINGLE FAMILY RESIDENCE txE tamLCiaP SHNl PFVus A[Aw2ciEp 3'eF➢ar 2Siu CJ]54N0 wi ME e0tipu a mESwLL sE1 THE 5!wC w0 ie niiTM /e'.THE CaxlWLfaR•lWt Pvf£ ITMN wma�`/nEO�B[e( /GP Calve Ve wrpE xaM19)ANJ 4Y11 E Ytl!IAVRi1 AK. o�YLEVFL io SwIRKID,MY 118)1 e. iaw Y¢rrvno.u..re GxLr,rz a rHE PE_woxsauir GF il¢conmY:Iaa m ISSUES/REVISIONS 6'-0" 4"DIA, a rt n THE RESPwvvurc of ra calm.clDR rG PElIME NNr wsmxem auL nsLs. Description No. Date PVC CROSSOVER PIPE e. E S id�c011. MPKIYL �A1HCp O ¢aF E IK rxG w ttvJ Yv. ca'mrto�ULr xl,—a. M°NFNsri dNF/LM sHeLL PFGSiEP THE OMrzE IPGiYFM Sr 1FY wall SUiFwk CDUxfr }EFF.DEPTH I la wR [wx EPA+ Po�,ulNmT.—�i eErlam THE Iwxmuxn. uro THE 3.0' vuir o[PPx— aF H -sE�Rncss. n (MIN.) I xaCR Sw4L Nm aE ws� a uPSiPEW a rM O.w.i9. 3.0 COLLAR .I.eu.ELEcrzaca Lau mm ra ewuxc m*le::/N ow.rs coxixa vuaL sPu eE FawmEa w g COLLARLE�IW exo YeNiYx J,YxavY uam mrtx ar'xL'axlE]s axurot cmm Is REouI�D BOTTOM OF= I 1:.eu.PENEfWMa wro ixE aw.r.s.awi s sEum JJm wJx[n mlr. POOL EL.7.83 6'MIN.PENETFATION INTO A VIRGIN STRATA - OF SAND&GRAVEL I S E E ATTA C H M E N T(S) DRAwNG nTt[: L— --- ------ J SANITARY DETAILS 1 3 3'MIN.ABOVE HIGHEST EXPECTED C GUNDWATER BACKFlLL MATERIAL CLEAN SFA eel n n SAND AND GRAVEL ♦�' doh N M 5 HIGHEST EXPECTED WATER ELEV-4.6' q bL'a[ ,r ,owe ur ___________________________ _________________-_________ Seale: l5 N V32 1 n Date: JYnE 3a2e TYPICAL LEACHING POOL DETAIL N.: 2e1p1•000 N.T.S. 02]a21 ` Shed N.. tea. S 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES `�'� Lm�.A]IOttix PSx �CVhA JaOxf W)Pmxs NG _ CIIAMIII.R Vo mnel II '�J kJimnnauu+lhanA+ •)] Po.rtx cwl+n owu� o- r-,ol- -IN' T-TI!' -°9" ,,.. „.,a .,��rN,ml<. 1'7 j tF- 14i- 4- 414NI avw,tlwM. —— — DmnubuhleJu YI'il'I. I rv1'I4 u,O'sLOCATION MAP k•'Ov w2Brt"wl N.T.S. OWTS SINGLELINE DIAGRAM D'A.T.:. - PROJECT DATA (�mac, a unxurt/orwa �+clw No.ovomctro. PLAN VIEW TYPICAL CLEANOUT DETAIL P .]Nr,lux IC nCffS ml xC Amxss m •nt�c.m,4R N.TS. IC Ac¢ss(T•) (m) lxw) mt!w(®m,u) Tu wn NwBt9._psr.loco sca ream Etax aloo �r 0°°•I` sre nxTA.............urr ml.000 ,m0 a(D.w Aossl rAcl 1¢aA VISUAL O mx BEACON SYSTCONTREOLLER/ALARM SITE CIVIL ENOWEER: (FASTEN TO BUILDING) � uo,vY vwv ELECTRICAL 11 CONTROL TO BLOWER L.K MGLEAN ASSOCIATES,D.P.C. CONTROL MRW0 11 OWTS ®�`�••�•'•""w."�.,.a n ancumA MAC'R'AlR BLOWER TO BE I.\ nraN nssr HARDWIRED TO CONTROL PANEL ELECTRICAL J _ SECTION A-A VIEW SUCTION B-B VIEW SUPPLY - COMPRESSED 11 UNE TO OWTS - GFl RECEPTACLE c m .,,m 'i»A na Naaw MOUNTED ON BUILDING INSULATED BLOWER ENCLOSURE :.�.u.w„ •�"•vmu..uuw�•eoou,.a.c v,©LN.MclFi.'!ASSOGAI6.pP.C. 6'CONCRETE BLOWER PAD PROJECT' TOWN OF SOUTHOLD GRADE SUFFOLK COUNTY, NY ---_— --- --- SINGLE FAMILY CONTROL PANEL & BLOWER DETAIL RESIDENCE N.T.S. 0065 LAUREL AVE, I _ -._}_'-_— -_ - -———— —•-— ——— I SOUTXo1A,NY I1BT1 ISSUES/REVISIONS Description No. Data 7*1 g r PROPOSED TUF-TIT.S.S 20"SAFETY LID. g I N.T -` - WNG TITLE, SEE ATTACHMENTS) DR&SANTIARY DETAILS 2 .nwAplmea: Mo NT SE A-A PROPOSED TUF-TITE 24" SAFETY S<Ola' AS NOTEDTY L14 Dot.' JOKE ZON- R N.T.S. I No: aalm.000 S3 �a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L ONG CREEK SURVEY OF PROPERTY SITUATE „ da �� l�Ca-h� SOUTHOLD E N 89048 44 E 60.78 u� TOWN OF SOUTHOLD N 79°1goa9 2.3 HER HIGH WATER ON 03/24/24 �j SUFFOLK COUNTY, NEW YORK -�c3 cs a S.C. TAX No. 1000-55-03-31 TT of„DAL wErTN+ D TOE OF BANK EQUALS WARD LIMIT — — i _ �,,, T� _ S�" _ o Q, SCALE 1"=20' 3 3.s _---__=___ _==- r:<t %-�8 tioNE MARCH 25, 2024 4 - �� of BANK _-9A0� / of o,Q �5� MAY 22, 2024 ADD PROPOSED HOUSE 6 — jo.l — e �0P JUNE 20, 2024 REVISED PROPOSED HOUSE g— -- �q .i I 12 E 0 S SEPTEMBER 5, 2024 REVISED TO ADD ADDITIONAL STRUCTURE DIMENSIONS D OU � SEPTEMBER 17 2024 ADDED TOP OF BANK TO THE EAST ND --� p� DECEMBER 13, 2024 REVISED PROPOSED HOUSE ZONE AE(EL. s) _, / _ �G-7� MARCH 24, 2025 FOUNDATION LOCATION ZONE X , ` N 1�0 ___ Z SORB FRAME N0V56 TOT(To TIEE LIEjEA - 0 454 ac. ft. 1 , 2 s BUILDABLE LAND AREA = 18,478 sq. ft. ` I \ �\ \ \ i 11 1 I SEAWA DOT AREA LOT AREA OF TOP OF BANK) �? CERTIFIED TO: ; ELIZABETH RERISI z SAMUEL FISHMAN X -_� � \ \ , ' �y FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE No. SP49996-S — — SPANO ABSTRACT SERVICE Corp. Ct "K - NAGE NOTES. PIPE �°� ✓% 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xx.x a X113 \ ' EXISTING CONTOUR LINES ARE SHOWN THUS: xx— — — —xx 0 C•ti P•P\ p \ F.FL. — FIRST FLOOR x r )RAIL G.FL. — GARAGE FLOOR HOUSE a +a O r ,ko , �y GUAR BW — BOTTOM OF WALL 2 � FRplA st�R G �y 2. FLOOD ZONE INFORMATION TAKEN FROM: ,g w ASS � o � , i � FLOOD INSURANCE RATE MAP No. 36103CO158H ,9 J x ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3$ � J 1 CONCREF FL 1j,7 z9 \ 15.4 tiw r( X 2 �� 1� Y �-1 O to w I'llG�� O p ` �, � 0. +o Qn� r 13. 'w A4Y IOU 03 X �-on y w o o / 1 1 � OD•00' X'/ x 101 °G G�o0ss �p COG, x10 16 x ELF-1NG / "Q g1N0�OSIS 16 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY A VIOLATION OF SECTION 7209 OFIS CTHE NEW YORK STATE r-( c `PUBVC WptER EDUCATION LAW. J` COPIES OF THIS SURVEY MAP NOT BEARING -LD THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Ow ,NG IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND S1NG`U5 pUB�C WA LENDING INSTITUTION LISTED HEREON, AND TO THE ASSSIGNEESIGNEESTOF THE LENDING INSTI- es TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN RACCORDANCESUIT WITH THE MINIMUMSTM Nathan Taft Corwin III DARDS 'T/T�TLI�E�ASpUpRRV0EYS AN ADOPTI>) X40 T1�11�rwQTM flVt YORK STATE LANDS MIWUSHED Land Surveyor Gj�P.�PaSAFT Cp9 Successor 70: Stanley J. Isaksen, Jr. LS. no vvJose `�G Title Surveys — SubdWsonsh A St e9Pla sS— Construction Layout y��ei. •• PHONE (631)727-2090 Fax (631)727-1727 !��eJG tr2 OFFICES LOCATED AT MAILING ADDRESS �PQo ,SOQ6�•.• `� 1586 Main Road P.O. Box 16 ��SF'`' ��i CFO ,.f `♦ `�G O �' 01•� � Jamespott, New York 11947 Jamesport, New York 11947 S /J milli 11 N` N.Y.S. Uc. No. 50467 E—Mail: NCorwin3®aol.com 44-028 (T VIOLATION UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E70STING STRUCTURES ARE FOR A SPECIFIC PURPIOSPND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES 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 ASSIONEES OF THE LENDING INITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)3 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 116101 tel. 651.727.2505 fax. 651.727.0144 HEALTH DEPARTMENT USE admin�youngengineering.com I�olticgawnalc4 NHoward N. Young, Land Surveyor Thomas 0. Nolpert, Professional Engineer Douglas Adams, Professional Engineer 6 Geologist Daniel A. Weaver, Land Surveyor SITE DATA yowtgAswaAles W E AREA = 20,172 SQ. FT. 1 4 C - 9 2-925 LONG CREEK * VERTICAL DATUM =NAVD(1988) TIE-LINE ALLON6 APPROX.HIGH S WATER MARAK ON 11/03/2025 43 237,E N87 19 200"E 588°01'26"E N84046';341'E r} ° 43, 39.73 22.84 \ 20. — \ I \— — — — TOE OF BANK - - -'- - - - - -- - ; / TOP OF BANK I '0)� ROCKS \ CMF I I I CMF ` \ WOODED CO G I U) 0. I \ �o EDGE OF I o I m \ o I Z I � I G I \ D W r 20 0 m GU ARDIE 18-3 D RAIL \ n 155, .� t7 e FFL 8 A \ a- w ROP,WS SURVEYOR'S CERTIFICATION Hr �' SANK�� \ poHaW assoiaTs HEREBY c o ZSTOR&GARAGE \\ F SEH MAN THAT CERTIFY SURVEY WAS PREPARE[)IN ACCORDANCE WITH THE S s �D NOV5E 31 DW DI ` CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N o 0 0 js•ai oNEAy ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. FL �►F+�P A' > '35' B DR 3 1 �P D VV 0 14 A RY co 1 y o NEL t3 8 SON o N lS1 OLPA MIA K o o C�TR BLOWER 2 — A 1\ \\ WAL 0 \ !r—' I' G'"• �,u'` Z' G) LO A h V \ pp ik w \`� � lP � N rYY SANITARY MEASUREMENTS °B f \\ \\ HOWARD W.YOUNG,N Y. .L.S.NO 5893 o �1\ CMF O A B \ Lp1 \ DANIEL A,WEAVER,N.Y.S.L.S.NO.50771 OWTS 18.5' 45.5' r , 1O0 0 ►\ SURVEY FOR DB 25.5' 48.5' `NM57�°56� LP1 33.5' 50' CMF ELIZABETH RERISI & LP2 34' 29' �' CvEEK SAMUEL FISHMAN ' L�N� CMF ` at Southold, Town of Southold \ ,• _ _/� \ Suffolk County, New York FINAL SURVEY LEGEND z OVrA ftwrinles i County Tax Map district 1000 Section 55 Block 03 Lot 3 a BBC =BELGIAN BLOCK CURB CMF CE =CELLAR ENTRANCE .' FIELD SURVEY COMPLETED NOV.03,2025 MAP PREPARED NOV.04,2025 9 CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET D Record o Revisions I = DRAINAGE INLET DW = DRYWELL REVISION DATE EOP =EDGE OF PAVEMENT ' IPF =IRON PIPE FOUND OL =ON PROPERTY LINE ' RO =ROOF OVER WMR =WATER METER WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET WV =WATER VALVE o =UTILITY POLE 30 0 15 30 60 90 =END OF DIRECTION/DISTANCE —c c =GAS LINE —e a =UNDERGROUND ELECTRIC SCQIe: 1" = 3O a JOB NO.2025-0179 1 OF 1 DWG. 2025_0179_fs I 400 Ostrwrder AvauO,wverheod,New Turk ea01 HEALTH DEPARTMENT USE }el.691.TITZ909 N 69n.T2T I"Ol ��yy �� AmnkW9-3"V__V-jom SUFFOLK COUNTY D E PARTM ENT OF HEALTH SERVICES *T Ong a000 do APPROVAL OF CONSTRUCTED WORKS FOR lr Im,.od r�ro\.y,t.a,d 5.woyw- "I- ASINGLE FAMILY RESIDENCE Ad DA'Jal AYbMar,bid Date H.S.Ref.No. R-24.0e31 The sewage disposal and water supply faciSHes at This location have been SITE DATA inspected and/or cerl�fi d by this Depaitmenlor other agenm and found to be sat'i3factoiy FORA MAX MUM OF---!_BEDROOMS. AREA s 2OA72 SQ.FT. JO{hTFWJ PAI,P.E.,CHIC - Oflim of Wastewater Management LONG CREEK •VERTICAL DATUM =NAVD(i988) T¢arreACawAowmcww $ vA\aAwwrwvma gW4T13.E N87'05'00'E S83'01'26E N34'46'34E 7.0.43 19.20' 39.73' 22.e4' 1\ N 1 2025 r $ no z 1 £ i c , Rw ,y.• �. dos. 1 >a u y oo M , K ; f' '.p1�ro ` SURVEYOR'S CERTIFICATION TO. g no �y€ -WE VEREBYCERTIFVTO ELIZABETH RERIf31 6 BAMl1EL k�Wy 'Na: FIBIRMANTRATTIES SURVEY WAS PREPARED IN ACCORDANCE WITH THE s S $ eat �•H_ 1 CODE OF PRACTICE fOR LAND SURVEYSADOPTEDBYTHE STATE ASSOQATION OF fl+OFES5I0NAL LIFID 5t1RVtYOAS. *SSPTEOF�,F rOrt N1ARD ty, p� SANITARY MEASUREMENTS ��' ,f 1 IYYH�,, DAtdEI. tnOP'009 B (_ 3 U '4 yO 0VT5 A 479 AW .NO SR 25D' DB 4&5 � SURVEY FOR 1M 334' sD' 02 3/' 29' ELIZABETH RERISI d, SONG CREEK�� 1 SAMUEL FISHMAN 1 at Southold,Town of Southold Suffolk County,New York c LEGEND nr®�' FINAL SURVEY k2 CBE r,=B�B� '' /-'/- O`wdyT.MQ N=v211000 semi 55 or-03 a 31 d NCE CMF -CONWETEMONUMENTFOUN0 FIRE ELDDSURYCOMPLETED NOV.03,2025 CMS =CONCRETEMONUMENTSET / NOV.04,2025 DI `DRAKNADEINIEr Record of Revisions EDP DW =ORYWI31 aEl OF PAVEMENT REVISION DATE IPF IRON PIPE FOUND /�' OL -ON PROPERTY LIIQ RO =ROOF OVER WMR a WATER METER e WSF =WOOD STAKE FOUND $ WSS =WOOD STAKE SET a WV =WATER VALVE $ 'd =VTILITYPOIE F -.OF DIRECTIOWDISTAMM -SAS LINEg �—a—=tNDERGROUND�� 30 0 15 30 60 90 2E Scale:1"=30' 308 NO.20250179 DW6.2925 U1791a 1 OF 1 Generated by REScheck-Web Software Compliance Certificate Project Elizabeth Rerisi & Samuel Fishman Residence- 3085 Laurel Ave, Southold, NY 11971 Energy Code: 2018 IECC 'Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,826 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 3085 Laurel Ave Elizabeth Rerisi &Samuel Fishman Robert James Higgins Architect Southold, New York 11971 Residence a - - 8S Compliance: 6.3%Better Than Code Maximum UA: 477 Your UA: 447 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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: Flat Ceiling or Scissor Truss 1,772 30.0 0.0 0.035 0.026 62 46 Flat Ceiling: Flat Ceiling or Scissor Truss 273 30.0 0.0 0.035 0.026 10 7 Exterior Walls:Wood Frame, 16" D.C. 2,319 21.0 0.0 0.057 0.060 102 107 Front Door:Solid Door(under 50%glazing) 28 0.200 0.320 6 9 Side Door:Solid Door(under 50%glazing) 25 0.200 0.320 5 8 Windows: Vinyl Frame 485 0.300 0.320 145 155 SHGC: 0.30 Staircase:Wood Frame, 16" D.C. 220 13.0 0.0 0.082 0.060 18 13 Garage Walls: Wood Frame, 16"D.C. 279 21.0 0.0 0.057 0.060 15 16 Garage Door:Solid Door(under 50%glazing) 19 0.160 0.320 3 6 'Project Title: Elizabeth Rerisi & Samuel Fishman Residence- 3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 1 of10 Data filename: Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Attic Wall:Wood Frame, 16" o.c. 232 21.0 0.0 0.057 0.060 13 14 Floor Over Basement:All-Wood Joist/truss 1,996 30.0 0.0 0.033 0.047 66 94 Floor Over Exterior:All-Wood Joist/Truss 30 30.0 0.0 0.033 0.047 1 1 Floor Over Garage:All-Wood Joist/Truss 17 30.0 0.0 0.033 0.047 1 1 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. Michael Fauci - HERS Rater 06-24-2024 Name-Title Signature Date Project Title: Elizabeth Rerisi & Samuel Fishman Residence- 3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 2 of10 Data filename: 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 # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, :Construction drawings and ®Complies ;Requirement will be met. 103.2 ;documentation demonstrate F ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ( ¢❑Not Observable envelope represented on ❑Not Applicable construction documents. I 103.1, Construction drawings and i ®Complies :Requirement will be met. 103.2, :documentation demonstrate ! F❑Does Not 403.7 :energy code compliance for I [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ;❑Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions, 302.1, Heating and cooling equipment is i Heating: Heating: ;®Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr60K Btu/hr ❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: Manual or other methods ❑Not Observable M ] ; Btu/hr33.aK Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Elizabeth Rerisi &Samuel Fishman Residence- 3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 3 of10 Data filename: Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;®Complies :Requirement will be met. [FO11]2 protect exposed exterior insulation ❑Does Not J and extends a minimum of 6 in. below :❑Not Observable ;grade. I ;❑Not Applicable 403.9 !,Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 1 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: Elizabeth Rerisi & Samuel Fishman Residence-3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 4 of10 Data filename: Section Plans Verified Field Verified " Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions. & Req.ID 402.1.1, ;Door U-factor. U-0.16 ; U- ;®Complies See the Envelope Assemblies 4023.4 ;❑Does Not ;table for values, [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, i Glazing U-factor(area-weighted ; U-0.30 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 32Complies ;Requirement will be met. [FR4]1 :are determined in accordance �❑Does Not ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable 1EINot Applicable 402.4.1.1 Air barrier and thermal barrier ®Complies Requirement will be met. [FR23]1 :installed per manufacturer's - ❑Does Not instructions. 3 9_1 []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built i ®Complies ;Requirement will be met. 1 [FR20] :is listed and labeled as meeting { ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440+ t or has infiltration rates per NFRC p$p❑Not Observable 400 that do not exceed code ❑Not Applicable i limits. 402.4.5 IC-rated recessed lighting fixtures' ®Complies Requirement will be met. [FR16]2 sealed at housing/interior finish gg !❑Does Not j and labeled to indicate s2.0 cfm i leakage at 75 Pa. ❑Not Observable 1EINot Applicable 403.3.1 ;Supply and return ducts in attics MComplies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is I❑Does Not I >= 3 inches in diameter and >_ i R-6 where< 3 inches.Supply and; j❑Not Observable ,return ducts in other portions of i I❑Not Applicable ;the building insulated >= R-6 for f :diameter>= 3 inches and R-4.2 i !for< 3 inches in diameter, i s 403.3.2 ;Ducts, air handlers and filter ®Complies ;Requirement will be met. [FR13]1 "boxes are sealed with ❑Does Not ;joints/seams compliant with I ❑Not Observable ' International Mechanical Code or S ) ❑Not Applicable i International Residential Code, as ] pP i applicable. 403.3.5 Building cavities are not used as ""02Complies ;Requirement will be met. [FR15]3 j ducts or plenums. I❑Does Not J J❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R-3 R- ;®Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids QDoes Not 1 below 55°F are insulated to>_R- J 3 ;❑Not Observable ; I ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC ®Complies :Requirement will be met, [FR24]1 1 piping. ❑Does Not J ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R-3 R- ;®Complies ;Requirement will be met. [FR18]2 i>_R-3. i :❑Does Not J �❑Not Observable ' ❑Not Applicable j 11 High Impact(Tier 1) 1 2 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Elizabeth Rerisi & Samuel Fishman Residence-3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 5 of10 Data filename: Section Plans Verified Field Verified & Req.ID 403.6 !Automatic or gravity dampers are! ®Complies ;Requirement will be met. (FR19]2 {installed on all outdoor air i❑Does Not intakes and exhausts. ❑Not Observable j }❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Elizabeth Rerisi & Samuel Fishman Residence-3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 6 of10 Data filename: Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ),All installed insulation is labeled i®Complies Requirement will be met. [IN13]2 1 or the installed R-values ❑Does Not ;provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R-30 R- ;®Complies ;See the Envelope Assemblies 402.2.6 ® Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable y :❑Not Applicable 303.2, :Floor insulation installed per @®Complies Requirement will be met. 402.2.8 manufacturer's instructions and i i❑Does Not [IN211 in substantial contact with the j underside of the subfloor, or floor ;❑Not Observable iframing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous + :insulation is installed on the i I underside of floor framing and �. extends from the bottom to the f t :top of all perimeter floor framing members. 1 j 402.1.1, ;Wall insulation R-value. If this is a; R-21 R- ;®Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'/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 i 3®Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not $❑Not Observable j I ;01\lot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) .Project Title: Elizabeth Rerisi & Samuel Fishman Residence-3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 7 of10 Data filename: section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions Req.ID 402.1.1, ;Ceiling insulation R-value. R-30 R- ®Complies ;See the Envelope Assemblies 402.2.1, ;® Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, Steel 402.2.E ❑ ❑ Steel ;❑Not Observable [FI1]1 ;❑Not Applicable i I 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. j❑Not Observable t❑Not Applicable 402.2.3 Vented attics with air permeable QComplies ;Requirement will be met. [FI22]2 sinsulation include baffle adjacent - nNot Does Not to soffit and eave vents that extends over insulation. " Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R-30 R- ;®Complies Requirement will be met. [FI3]1 insulation >_R-value of the :❑Does Not adjacent assembly. ❑Not Observable I I I ❑Not Applicable I 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 I ®Not Applicable 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 either: Rough-in test:Total leakage measured with a I❑Not Observable :pressure differential of 0.1 inch ; ;®Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of itest. Postconstruction test:Total ;leakage measured with a ; pressure differential of 0.1 inch ;w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies Requirement will be met. [FI411 cfm/100 ft2 across the system or ft2 ft2 PDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ,tests,verification may need to ®Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated I. ®Complies ;Requirement will be met. [F[24]1 ;by manufacturer at<=2%of I (❑Does Not design air flow. -I❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats 1 y {®Complies ;Requirement will be met. [FI9]? installed for control of primary t ❑Does Not heating and cooling systems and I initially set by manufacturer to #❑Not Observable i code specifications. s t❑Not Applicable 403.1.2 Heat pump thermostat installed ` ?❑Complies ;Exception: Requirement is [FI10]2 'on heat pumps. y ❑Does Not not applicable. ❑Not Observable i t ®Not Applicable j 403.5.1 Circulating service hot water 14 10Complies Requirement will be met. [Fl11]2 ,systems have automatic or ( ❑Does Not accessible manual controls. . =❑Not Observable i ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Elizabeth Rerisi &Samuel Fishman Residence- 3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 8 of10 'Data filename: Section Plans Verified`:- Field Verified #' Final Inspection.Provisions Complies? Com„ments/Assumptions & Req.ID Value Value 403.6.1 ;All mechanical ventilation system ,'®Complies Requirement will be met. [FI25]2 !fans not part of tested and listed € ❑Does Not HVAC equipment meet efficacy 1 and airflow limits per Table „E]Not Observable R403.6.1. ;.❑Not Applicable 4,63.2 .!Hot water boilers supplying heat U, �❑Complies :Exception: Requirement is [F126]2 !through one-or two-pipe heating I ` I❑Does Not not applicable. 'systems have outdoor setback "� control to lower boiler water ❑Not Observable .temperature based on outdoor ®Not Applicable i temperature. 403.5.1.1 Heated water circulation systems ®Complies ;Requirement will be met. [FI28]2 have a circulation pump.The d " ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- i , I .'` ❑Not Applicable isyphon circulation systems are , 3 !not present. Controls for circulating hot water system 1 pumps start the pump with signal i for hot water demand within the occupancy.Controls i automatically turn off the pump when water is in circulation loop ¢ i is at set-point temperature and i no demand for hot water exists. j 403.5.112 'Electric heat trace systems q ' ❑Complies Exception: Requirement is [F[29]2 comply with IEEE 515.1 or UL i ❑Does Not not applicable. 7515. Controls automatically j j adjust the energy input to the J -]Not Observable heat tracing to maintain the ®Not Applicable desired water temperature in the q piping. 403.5.2 'Demand recirculation water }®Complies ;Requirement will be met. [FI30]2 systems have controls that a❑Does Not 1 manage operation of the pump and limit the temperature of the .I❑Not Observable water entering the cold water ❑Not Applicable piping to<= 104121F. , 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 !tested in accordance with CSA i❑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 3 {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 Mcomplies Requirement will be met. [F16]1 :fixtures have high efficacy lamps :. ❑Does Not i k -]Not Observable i -,❑Not Applicable 404.1.1 - Fuel gas lighting systems havej®Complies ;Requirement will be met. [F123]? no continuous pilot light. ( ".]EIDoes Not P ❑Not Observable k ' i ;❑Not Applicable 401,3 Compliance certificate posted, ®Complies ;Requirement will be met. [FI712 (❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2• Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Elizabeth Rerisi & Samuel Fishman Residence-3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 9 of10 Data filename: Section Plans Verified Field Verified # I Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for ®Complies ;Requirement will be met. [FI18]3 i mechanical and water heating ❑Does Not systems have been provided. y❑Not Observable f j '❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Elizabeth Rerisi & Samuel Fishman Residence- 3085 Laurel Ave, Southold, NY Report date: 06/24/24 11971 Page 10 of10 Data filename: i 2018 IECC Energy Efficiency Certificate Insulation Rating 'i1mValu'e' Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Partor SHGC Window 0.30 0.30 Door 0.20 Cooling'Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments t c AS!� pLUM6 A. :,. APP OUED AS NOTED i LIMES NEED DATE, B.P. T TIf�G: 14F4RE,COVERII�G'�:. FEE o� BY: NOTIFY UILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS:1. FOUNDATION-TWO REQUIRED PLUMBER CE19TI1,}AT Dlv FOR POURED CONCRETE ON LEAD CONTENT kQR 2. ROUGH-FRAMING&PLUMBING CERTIR/CATE O0OCCUPAN 3. INSULATION SOLDER:.US�D.-1N WA.TER_4. FINAL-CONSTRUCT{ON MUST BE COMPLETE FOR C.O. SUPPLYSYSTEM'CANNO ALL CONSTRUCTION SHALL MEET THE F_XCEED yr0 OF 1 o LEA' REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF dO�NOT'+PRACEED WITH FiAMING UN'FL�LF#, NEW YORK STATE&TOWN CODES OF-FOUNDATI�7NLOCa AS REQUIRED AND CONDITIONS OF HAS BEEN APPROVED: S0bTl1T 0 DT 7R 16ffTOWNflIANNfNG BOARD S"OLD TOWN TRUSTEES Must provide Manuals f� NYS.DEC D, J and S as per �-- NYS Energy Code Blower door and ductwork OCCUPANCY ORtesting required. USE IS UNLAWFUL All exterior lighting WITHOUT CERTIFICAT installed,replaced or )F OCCUPANCY repaired shall conform,. ._ to Chapter 172 of the Town Code Mechanical Ventilation system shall be required per NYS Energy Code i RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 '" OFTHE TOWN CODE. I GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS In combustible construction where there is usable space both above and below the concealed space FASTENING SCHEDULE 1. All construction shall conform to the 20210 Residential Code NEW YORK STATE. of a floor-ceiling assembly,draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE O as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE Additional Code compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction)Code of New York State,the 1. Ceiling is suspended under floor framing. Inches Uninhabitable attics without storage 10 NUMBERANDTYP 2020 Building Code of New York State;(Plumbing code;Fire code;Mechanical code; DESCRIPTION 2. Floor framing is constructed of truss-type open-web or perforated members. SPACING AIND Fuel gas code;Existing building code;P roperty maintenance code. Bathtub (with or without shovWer head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall supercede the drawlnigs and shall be incorporated Into the drawings WHETHER they are indicated)on the Plans or NOT. 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 io ITEM ROOF FRAMING until the first floor framing is in place or brace the foundation Bidet 1-14 4-8d BOX (2-1/2")OR Additions,Alterations&Renovations:shall conform with Appendix J Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 16. Double joists under parallel partitions and under whirlpool tubs. ClOtheS Washer standpipe 2 2. Written Dimensions take precedence ower scaled dimensions Double around openings in floor and roof framing. Dishwasher on separate tra 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR 3-8d COMMON EACH JOIST,TOE NAIL Floor drain Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR 3. The contractor prior to the start of e r sit responsible shall verify all 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps, with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL dimensions,existing or new and be reslponsibfe for field fit. and were decks abut house framing. Guard In-fill components 50UJ 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, without dishwasher and foodl waste disposer) 1-1/2 4 CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL shall be Installed In accordance under[latest State approved Building Codes. 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One or more CoimpartmentS - passenger vehicle garages RAFTER HEEL JOINT) All systems aria to be designed,installed,&specified by the general contractors; HVAC, - 50 5 COLLAR TIES 4-10d BOX O OR Lavatory Rooms other than sleeping rooms 40 10 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER LZ electrical or plumbing sub-contractors. 19, All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the 6 RAFTER TO TOP PLATE Electrical certificates are to be provided the electrical contractor. floor area of that room,and the minimum o enable area to the outdoors shall be 4 percent of Shower based On the total fllow rate through 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND W p P ( g Sleeping rooms 30 10 All New Footings shall bear on Virgin,)undisturbed soil with an assumed bearing capacity the floor area being ventilated.Refer to Residential Code section R303 showerheads and bodyspray/s) 4-1od Box 1OF TOE NAILS ON OPPOSITE SIDE { 1 Q 5. g 9 v of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum.It shall Stairs 40 20 EACH RAFTER OR TRUSS be the responsibility of the general contractor to verify the depth of all existing footings 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate: Z 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-i6d OR W disturbed by construction. 5.7 gpm and less 1-1/2 Roof 20 20 3-10d COMMON TOE NAIL W 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.;3 gpm 2 3-16d BOX O TABLE R401.4.1 subscript b:Where time building official determines that in-place soils Vent range hoods as per Section Ml503 2-1sd COMMON END NAIL V) with an allowable bearing capacity of Icess than 1,500 psf are likely to be present at the site, Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE MEMBERS OF ALLOWABLE L�J J the allowable bearing capacity shall be determined by a soils investigation. More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING 6. Cast-in-place concrete shall be air entrrained;5%<7%total air content by volume and have 22. Smoke Alarms: Shall be listed in accordance with UL 217,installed as per the Section 314 Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) i6d COMMON � O� an ultimate compressive strength at trr days of 3000 psi. Except exposed slabs, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 (3.5"x 0.162") 24"O.C.FACE NAIIL W garage slabs and steps shall be 3500)psi. All work shall be in accordance with chapter 4. area in the immediate vicinity of the bedroom and on each story of the dwelling,including STUD SE STUD AND ABUTTING STUDS AT i6d BOX 9 16"O.C. FACE NAIL >" basement and cellars and not less than 3 feet from the bathroom door containing a INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" All Concrete shall conform to the latest ACI standards. Interior walls and partitions H/180 J bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 10 BUILT-UP HEADER 16d COMMON Floors (3-112"x 0.162") 16"O.C. FACE NAIL ALONG EDGES � Q R404.1.3.2 Reinforcement for Foundattion Walls WHENEVER an alteration,addition,or conversion is made to an Existing Residence, TABLE R302.6 U3so 11 CONTINUOUS HEADER TO STUD 5-8d Box(2-1/2"xo.113") Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING-GARAGE SEPARATION hardwired and interconnected All other structural memebers L/240 OR 4-8d COMMON Q TOE NAIL reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement Y shall be provided in accordance with Table R404.1.2(8) . 2 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL LL" W SEPARATION MATERIAL Exterior walls with stucco finish H/360 W R404.1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls-wind loads/brittle finishes i6d COMMON(3.1/2") FACE NAIL ON EACH SIDE OF END �y NOT LESS THAN 1/2"-INCH GYPSUM OR U240 13 DOUBLE TOP PLATE SPLICE OR 12-i6d BOX(3-112") JOIST(MIN 24"LAP SPLICE LENGTH W W Iy of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS EACH SIDE of END JOINT) _._I U (� the requirements of ASTM A 615,A 7016 or A 996. EQUIVALENT TO THE GARAGE SIDE Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE 7 Uf R404.1.2(9). BOARD[ L span length,H=span height OR BLOCKING(NOT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Z L All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W O >- R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls switch with battery backup. Battery-powered alarms are not allowed. NOT LESS THAN 1/2 -INCH GYPSUM BOARD 9'-0"or higher as per tables R404.1.2((8) Vertical reinforcement in basement walls USED FOR SEPARATION REQUIRED BY IRC-R302.6 OR BLOCKING (AT BRACED WALL PANELS) 2-i6d COMMON 2 EACH 16"O.C.FACE NAIL _ TABLE R802.5.2 _5 Z shall be located to provide a maximums cover of 1-1/4 inches from the Inside face, 16 3-16d BOX Q 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION TOP OR BOTTOM PLATE TO STUD END NAIL section R602.10.4.2 Continuous sheathing method. APPLIE:D TO THE INTERIOR SIDE OF 2-isd COMMON W W Q R404.1.3.2;Concrete foundations shaill have horizontal reinforcement as follows: g DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-sod BOX (� --I Based on Table R404.1.2(1)- (includes basement entrances and window wells) End Conditions for braced wall lines for the continuous sheathing shall Conform RAFTER RAFTER 7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL O O Less than 8 foot Wall Height:One#4•bar within 12 inches of the top of to Figure R602,10.7. Braced wall panel connections SLOPE SPACING 2-i6d COMMON wall and One#4 bar near mid-height cof wall. shall comply With nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 18 V BRACE TO EACH STUD AND PLATE ; 3-8d BOX W = Greater than 13 foot Wall Height:One 04 bar within 12 Inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING, 2-8d COMMON FACE NAIL Z wall and One#4 bar near the third poirnts in the wall storyR404.1.3.3.7.3 Wall Openings 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 1 28 FT 1 36 FT provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING W O R404.1.3.3.7.3 Wall Openings:Verticatl wall reinforcement required by Section R404.1.3.2 P Pa P SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 14T9 NUMBER OF 16D COMMON NAILS rz O that is interrupted by wall openings shall have additional vertical reinforcement of the same size roof assembly to the foundation. 4-8d BOX r , 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAILplaced within '12 inches of each side off the opening. 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 16"O.C. 5 8 10 13 3-8d COMMON R404.1.3.3.7.4 Support and Cover; REeinforcement shall be secured in the proper location Wind resistance of asphalt shingles shall be tested in accordance with 22 RIM JOIST,BAND JOIST BLOCKING TO SILL OR TOP 8d COMMON in the forms with tie wire or other bar se,upport system to prevent displacement during the concrete ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debriis protection 4;12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIOONS ALSO) 10d Box s"O.C.TOE NAIL placement operation.Steel reinforcemeent In concrete cast against the earth shall have a minimum Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels 5:12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-1od BOX EACH END o cover of 3 inches.Minimum cover for reeinforcement in concrete cast in removable forms that will be copper roofing nails,minimum 12 gage shank with a minimum- exposed to the;earth or weather shall be 1112 inches or No.5 bars and smaller,and 2 inches ". 2-ad COMMON E - for No.6 bars and larger.For concrete cast in removable forms that will not be exposed to the 3/8 Inch diameterhead. The fasteners shall penetrate through the roof sheathing Fastener Panel Span Panel Spain Panel Span and comply with ASTM F 1667.Minimum number of fasteners as per manufacturer 7: 12 16"O.C. 3 4 5 6 0 o E y earth or weather,and for concrete castt in stay-in-place forms,minimum cover shall be 314 inch. Type Less than or less than cor less than or 24 BLOCKING TO SILL OR TOP PLATE 4-i6d BOX TOE NAIL w�E ' o a o z The minus tolerance for cover shall nott exceed the smaller of one-third the required cover or 3/8 inch. but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment t122 2 16"O.C. 3 4 4 5 3-1sd COMMON m o u ae o �•- E L N ,�,ti o... equal to 4 feet equal to 6;feet equal to 8 feet ,, 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-i6d COMMON AT EACH BEARING,FACE NAIL it c m o °u = 0 M 7. Base design value for visually graded idimensional lumber:Joists,studs Rafters and All 27. Flame Spread Index: R302.9 i6"O.C. 3 3 4 4 ( ) 4-10d BOX $ a o s o m Framing lumber shall be DOUG-Fir Laerch#2 or better,E=1,600,000 wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw Min.Fb for dimensional lumber=8501psi. Insulation material,vapor retarders within roof,floor,wall,ceilingassemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-16d BOX o o e 2, 0 N o 0 Wood exposed to the weather shall bee Pressure Treated Yellow Southern Pine#2 or better, p THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3 16d COMMON PER JOIST E o._ o a o ae v;u ,i on center on centerr on center = ai, N ,u 2; aY o &attics shall have a flame spread index 5 25 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1od Box 24"O.C.FACE NAIL To TOP&BOTTOM a 2 `s 3 t Lr 3 0 3 Including but no limited to:Deck Framuing,Posts,Headers,Girders&Ledgers. lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS . c t- t 0 m STAGGERED ON OPPOSITE SIDES "- o V o o CO �y m a A 8. ALL EXTERIOR LUMBER Shall be ACCQ requiring the following: Smoke-developed index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: c 0 a� = - ae �,w y D, a, All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index 5 450 No 10 Wood screw 4-16d BOX w oc 2- - `L PP 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL f0 s m �' P= o` E or stainless steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 9 inches H C 1 H r HEEL JOINT AJDUSTMENT FACTOR 3-i6d COMMON r c o U c£ `o c b.) Use Copper flashing Only against ACQ Lumber sill Plates &attics shall have a smoke-developed Index 5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches on center 2-10d BOX(3") OR p o can ae `�*= c CL c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc 2 inch embedment on center on centerr 1 / 3 1,5 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-10") EACH END, TOE[NAIL D y v s y= 0 shall be Hot-Dipped Galvanized cor Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght i'_'c 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOCII a E m 0-0 0 8 w 12 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND i; N a' FE o E cL�`o a 9. All Engineered Wood Products suchi as"Tres Joists,Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq. Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING Installed In accordance with the ma3nufacturers latest installation details, ft. a.This table is based on 180 ultimate design wind speed and a 45-footmean roof height. 1 / 6 1.20 Framing connectors,Allowable a3 diagrams,specifications,etc, ground access areas. panels shall not be located less than 18 from a valley SPACING OF FASTENERS b.Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION OF NUMBER AND TYP "Micro-Lain"Design Stress: E=1.9, Fb=2,600 psi,Fv=285 psi „ " BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING Cn A permanent certificate indicating the solar-ready zone and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of tthe panel. ,- OF FASTENER PANEL EDGES v! "Parallam PSL"Design Stress: E=2.0,Fb=2,900 psi,Fv=290 psi TABLE 802.11 SUPPORTS GABLE END WALL FRAMING "Anthony Power Beams Design Strress; E=2.1, Fb=3000 psi,Fv=300 psi this section shall be posted near the electrical panel or water heater by the builder. W I-- c.Anchors shall penetrate through the exterior wall covering with Ian embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) (n 10. R310.2 EMERGENCY ESCAPE AMID RESCUE:Required in BASEMENTS, The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than 30 3/8"- 1/2" bd COMMON(ROOF) 6" SEE NOTE A 6" W W each sleeping rooms in basement,(habitable attics, and every sleeping room for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 31 19132 1 ....I _ shall have at least ONE operable e-mergency escape opening as follows: SPACING SPAN "- 8d COMMON 6" SEE NOTE A 6" = Z Z _I O d.Where screws are attached to masonry ormasonry/stucco,they shall be attached FEET M Sill height of not more than 44 inchees above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 (FEET) ULTIMATE WIND SPEED ..I Z < A. Minimum net clear opening of 5.W square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. " %d COMMON NAILS " Except grade floor openings shaill have a minimum net clear 130 i40 32 1-1/8 -1-1/4 6 12 (,j,) 'Q � F- Co opening of 5 square feet. 31. NEW Construction I Additions&Alterations: Exterior glazing in buildings located In Wood-Borne debris regions shall ROOF PITCH ROOF PITCH " = W V 0 E � 1/2 STRUCTURAL CELLULOSIC B. Minimum net clear opening height shall be 24 inches. It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. <5:12 z 5:12 <5:12 z 5:12 FIBERBOARD SHEATHING 1-1/2"GALV ROOFING NAIL 3" 6" 0 I•"- = N C, Minimum net clear opening width shall be 20", in detail the design,calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missile test ASTM E 1996 33 Z and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC " W = IZ D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems(new, existing or upgraded) 214 201 263 247 34 1-3/4"GALV.ROOFING NAIL from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind bogie debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING 7 7 Ur -� WHERE Basement contain more thorn one or more sleeping rooms, ANSUDASMA Ile Areas within hurricane prone regions: an emergency escape opening shaill be provided for EACH sleeping room. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7 711 r9 Y P P 9 P p g Emerganc:y escape and rescue opeening shall open directly to the outside wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-314"GALV.ROOFING NAIL 7" 7"(2). In areas where the ultimate wind design speed is 140 IMPH or greater. 16"O.C. 24 340 318 422 396 EXCEPTION: Grade floor or BELOW graade floor openings shall have EXTERIOR WALL WOOD STRUCTURAL PANELS a net clear opening of noot less than 5 square feet. �- 6"DIAMETER -► A. EXCEPTION: 16 O.C. 28 348 358 476 446 I TO RESIST WIND PRESSURES TABLE 11(3)I Wood Structural panels with a minimum of thickness of 7/16 finch and a maximum span 11. STAIR HANDRAIL:R311.7.8 Providle Handrail on at least one side of each of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 continuous run of treads or flight witth FOUR OR MORE RISERS. < cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Handrail Height measured above stair tread nosing,shall not be less than CONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. 16' O.C. 36 469 438 538 547 NAIL SIZE PENETRATION STRUCTURAL STUD Attachments shall be provided in accordance with the table ais follows: STRUCTURAL PANEL 34 inches end not more than 38inchles. All Handrails shall be continuous "1 , "I", "II", "III", "IV", OR"V" P 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD C] the full length of the stair from a poimt directly above the top riser of a flight �, 4 LU to a point directly above the lowest rssser of the flight.Handrails adjacent to 16"O.C. 48 599 559 745 697 6d COMMON NAIL p REFLECTIVE RED ( ) 1.50 INCH 2410 7/16"OR 1/2" a wall shall have a space of not be(less than 1-1/2 inches between the wall 2.5'X 0113" 16" O.C. 6" 12"and the handrail.see code for exceptions.Refer to Code for grip size specifications. z PANTONE#187 8d COMMON NAIL 1.75 INCH 24116 7/16"OR 112" 12. GUARDS:1�312 Porches,balconies or raised floor surfaces located more than 30" (2.5"X Of 31") 16" O.C. 6"' 12" N Q above the floor or grade below shaill have a railing not less than 36 inches s, DESIGN CRITERIA TABLE 507.9.1.3(1) W in height. Railings shall have Top rails and Balusters and Bottom rails that are DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 `- J NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed REFLECTIVE by the riser,tread and bottom rail of'the guard rail at the open side of a stairway WHITE FIELD „y' Wind Speed: 130 Q Q W are permitted to be of such a size that a 6 inch sphere cannot pass through. __ NO Of stories: 2 JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS U Open sides of stairs with a total rise of more than 30 inches above the floor or CONNECTION GYPSUM BOARD L DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIRE OF NAILS r n TO WOOD FRAMING grade below shall have guards not Icess than 34 inches in height measured r. .. 7/16 m[n. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS vertically from the nosing of the treacds. _ .._ Panel Attached to Roof pitch:; per plan 1/2"DIA.LAG SCREW 30" 23" 18" 15" 1/2 CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window DESIGNATION FOR STRUCTURAL ' &1/2"MAX.SHEATHING +� Bldg Length per Ian WALL EITHER DIRECTION 16"O.C. COMPONENTS THAT ARE OF 112" Frame in accordance 9 9 p p a" 1s" opening Is located LESS than 24 ineches above the finished floor and GREATER TRUSS TYPE CONSTRUCTION STROKE Bldg Width Per Ian 1/2"DIA.THRU BOLT CEILING EITHER DIRECTION 16"O.C. 7" 12" than 72 inches above the finished 93rade or other surface below on the exterior with Table R301.2.1.2 9 p „ 36" 36" 34" 29" �� M..y &1/2 MAX.SHEATHING 5/8 WALL 7" 12" 6d COOLER NAILS of the building,the window must bee provided with a window opening control device "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 EITHER DIRECTION 16"O.C. I� that compiles with R312.2.2 Window Opening Control Devices. GIRDERS AND BEAMS of New York State Nailing Scfhed: Table R602.3(1) 2'1"TO 14'14'l"TO i6' 16'1"TO 18' TYPE"X" AT 1-7/8•LONG 6d COATED NAILS OR v WALL SCREWS. 14. FIREBLOCKING AND DRAFTSTOP'PING: Fireblocking shall be installed in "R" ROOF FRAMING GARAGE CEILING PERPENDICULAR 16"O.C. 6,� 6" ESCRE S SHALL COMPLY WITH accordance with R302.11 thru R3022.11.2 and Draftstopping shall be &1 DIA.LAG SCREW 5/8° BENEATH SCREWS SHALL COMPLY WITH &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 installed pear R302.12 thru R302.12:.1 "FIR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wa[II framing shall be spaced 6"o.c. WINDOW UNIT 2a" 21" 19" � Fireblocking materials R302.11.1 sNiall be as follows: UNDER SECTION 602 OF THE BCNYS &1/2"MAX,SHEATHING Where the ultimate design winds speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for 1, Two-inch nominal lumber 9 P 9 P 9 p g pp p 2• 1/2"gypsum board LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. �--� +T 3. Batts or blankets of mineral or•fiberglas shall be permitted for compliance TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 «i with the 10 foot horizontal firebblocking In walls constructed using parallel NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) rows of studs or staggered studds. 4. cellulose insulation installed anid tested in accordance with ASTM E 119 or Applicant shall provide engineered wood placard O UL 26:3,for the specific applicattions on or adjacent to electrical meter box for field inspection. PLYWOOD STORM PANEL Q .� Residential structures with Truss type construction, SHUTTER DETAIL Pre-Engineered Wood Construction And/or Timber Construction > M TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES for new dwelling and/or any addition,alteration OF FOUNDATIOhV MATERIALS a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel M 00 00 C),a h+■i CLASS OF MATERIAL LOAD-BEARING PRESSURE shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. Crystalline bedrock 12,000 psf of the structure for field inspection r F•tD Ash O O rn Sedimentary and foliated rock 4,000 psf C Sandy gravel and/or gravel(GW ands GP) 3,000 psf J y Sand,silty sand,clayey sand,silty grravel and clayey gravel CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (SW,SP,SM,SC,GM and GC) 2,000 psf Clay,sandy clay,silty clay,clayey silo,silt and sandy silt (CL,ML,MH and CH) 1,500 psf WIND DESIGN SUBJECT TO DAMAGE FROM o a.When soil tests are required by Section R401.4, SPECIAL WIND WINTER ICE SHIELD AIR MEAN SEISMIC y- GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMEN7 FLOOD FREEZING ANNUAL the allowable bearing capacities of the soil shall be part of the recommendations. SNOW WIND DESIGN LINE TERMITE LOAD (MPH) EFFECTS REGION DEBRIS Z WEATHERING ONE CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP 190A�j9 • f7 0 b.Where in-place soils with an allowiable bearing capacity of less than 1,500 psf y are likely to be present at the site, five allowable bearing capacity shall be 20 LBS 130 P NO NO NOM B SEVERE T-0" MODERATE 11 YES NO 1500 or less 52.1 determined by a soils investigation. TO HEAVY �\ M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall Indicate"NO"in this part of the table. 0.[11 The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load Increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS R Basic wind speed for risk catagory If from ASCE 7-16 Figure 26.5-1 B Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL I PANELS TABLE 602.11 1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED ° s Side Elevation c� ° a3s a a e e o 6 16d sinker nails Bader with •• • MET'HOD WSP; EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° • Min,3"x shall occur at header Header / fasten king stud to h •_ _ _ _ _ _ _ ; _ _ OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG shall occu at top of wall ° , , , , PERT TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL BRACED WALL PANEL ° e ° fasten top plate to header with •'- _ - - ':•- -` " •', fff BRACED WALL PANEL - ° ,I I I ICI 1, ON EDGE,12"FIELD. INTERIOR SHEATHING Header shall be Top plate continuity is ° two rows of 16d sinker nails @ 3"o.c. •I I•I I•I I' PERt TABLE R602.3(i)OR R602.3(2) VARtIES BY FASTENERS fastened to the required per R602.3.2 king stud with Braced wall line ° 2-16d NAILS EACH SIDE W I I 6-16d sinker nails Minimum 400(Olb header-to-ack-stud continuously sheated ° y with 1/2"wood 1 .I 1'1 I I METI HOD CS-WSP: � •x Fasten sheathing to header with 8d common nails in 3 in.grid 4) ° co structural panels o strap on both Islde of opening •I 1.1 1� _1' AS PER TABLE R602.3(3) z ° w pattern as shown and 3 in.o.c.in all framing(studs and sills) P apposite side iof sheathing z EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3-Sd NAILS - rn ° •I 1.1 WITI'H 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O,C.ALONG @ m c Minimum 40001b header-to-jack-stud strap ° I,l,j .1 (0.1:31 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER 2 ° m 0 on both side of opening opposite side of Panels lice edges shall occur over W BRACED WALL PANEL 3§ sheathing P g , ` .f AT 6i O.C.ON EDGE AND 12" O.C. w ° ° and be nailed to common blocking `f Q IN FIIELD BRACED WALL PANEL °' Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- J 1� BRACED WALL PANEL X • ° • •° • BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL m L 1/2"thick wood structural panel sheathing ° ° ° leg height. Orne row of 3"o.c.nailing Z W 1' BRACED WALL PANEL INTERIOR FINISH: m with 8d common nails @ 3"o.c.in all framing ° is required in each panel edge, W 2 I' SHAkLL BE MIN.1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° b (studs,blocking,and sills)typical if needed U, II 3-16d@16"OCALONG I I 1, WITFH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH !° @ 2'to 18'(finished width) Min Double 2x4 or I'I BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMEBER Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural _J W I•I WITFH TABLE R702.3.5 OR I ° W TABULE R602.3(1)FOR EXTERIOR WALL per Table R602,10.5 panels .thic ing _ _ _ J. SHEATHING 'F'I' _ ' CONTINUOUS RIM OR P OZS J - - - -•- - - Min double 2 x post 4' CONTINUOUS RIM OR 'I I'I •Bi END JOIST No.of jack studs per VERITICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min.(2)2x4 typ. Table R602.7(1&2) W •�j •I I I OVER AND BE FASTENED TO COMMON STUDS. !° I 1,1 I I 1' HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE Min.(2)1/2" per Diameter anchors J I'I WALLLS PANELS SHALL OCCUR OVERL/ installed per section late was ,1 INTER►OR 04 1,1 I: AND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING ADDITIONAL FRAMING with 2"x 2">«3/16"plate washer I I-[ THICCK COMMON BLOCKING ON THE FLAT ,I SPACING I.1 I I 1• AGAINST THE OUTSIDE SHEATHING CONTINUOUS WALOPANIENGTH MEMBER DIRECTLY BELOW �FULL�HEfGHT BLOCKING W NAILING l�l 1. 2 x 44 or 2 x 6 STUD WALL BRACED WALL PANEL @ A O.C.ALONG BRACED WALL PANEL W 1.1 1.1 I. LIJ W W 'I I I I 1 I• 2 X BOTTOM PLATE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ---J r � V ,1 I•I ICI /_ _ vNAIILING EDGE FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to nail sole plat Attach Sheathing nail sole plate Z W zSPACING -6" Band or Rim joist with BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8Dcommonnials o!o to joist per Band orRirn oistwf to oist er• • • • • • • • • • • EXIT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3 o.c.Top an °° Sub-Floor nailing sched. 8D common niails ° °° nailing sched. - _J z PA�VELJOINT PERPENDICULAR TO FLOOR/CEILING Bottom at3"o.c.To and FRAMING Joist FRAMING °° '° ° Bottom P ° °' ^° ° /RemPlans LU � LL FASTENING REQUIREMENTS FOR; Rim Joist P ° • • ° ° ° ° ° ° ° ----Anchor Bolts and BRACED WALL PANEL AS PER Holdowns per plans o W � 1 TABLE R602.3. 3 2 3 METHOD CS-li PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602.10.6.4 a- c) zZ � WUJ 00 C U cn Simpson 1-1/4" galv. x 20 gage H2A Stud To Rafter coil strap with (5) 8d common TOP PLATES Connector _ Were the distance is SIMPSON H2A Zv between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. y In Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o 2 y Strapping t Openings iv braced wall panels (2) 8d x 1-1/2" nails in plate 4" O.C. Zone Panel Field PROVIDE@STRUCTURAL RIDIGES °'- E e BORED HOLE MAX. STUD �� Simpson L-50 on each side of raifter w � € _� y�°o DIAMETER 60% Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See NailingZia`U o _ , (PERCENT)OF STUD ,�6 �°•- C sheathing c c shalt have Solid Blocking .r 8 °' °t o DEPTH o plywood g Schedule Dwg-1 -o_ a m c m 5/8"MIN_ /B"MIN. @all Plywood JointsZI TO EDGE TO EDGE ED `o c v u; 0 SIMPSON H2A � a g 1-1/4" x 20 Gage Metal Coil a y ° `° - a NOTCH MUST NOT Solid blockin between at each Rafter.With 5-0 8,6 3 s C a 02 3 a 3 EXCEED 40°� o rafters attached to top (5)8d x 1-1/2" nails in Rafter .. "o am STUD DEPTH ° late with 8d nails 6"O.C. 2 8d x 1-1/2"nails in late Strap with (5)-8d common nails ° ° • H � q a� _ wC p @ ( ) P cc w - g- -•- alon length of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° e W L - W m Z 3 o E g g ( ) and window or door Header. Look Out Blocks ,i t o o M o ° ° o Q u"t BORED HOLES SHALL Comer plans ns panel. E c a� D p Typical each side and ALL Less than Gable End Wall °e = E 2 o Refer to plans _ NOT BE LOCATED IN for locations a y N m N THE SAME CROSS N yp or Equal E .2 c e t y `U c c q windows and doors. to 12 � � �� Cr = r_ 2 r a SECTION OF THE CUT if required r- 10 iI d'-'- N C m OR NOTCH IN STUID �� m o $" � RIM JOIST BLOCKING BETWEEN RAFTERS (a BRACED WALL PANELS detail o s on 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & See detail Si!! i JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS FIGURE R602.6(2) this page. TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R602.3(1) rr^^ �R NOTCHING AND IN LIEU OF RIDGE STRAPS -R602.4.6 Iv! V - BORED HOLE LIMITATIONS FOR INTERIOR WALL TO HEADER STRAPPING PROVIDE MIN,2X4 COLLAR TIES @ 48"O.C. Z '^ Z NON-BEARING WALLS �j Q LOCATED IN THE UPPER THIRD v! N.T.S. 7 V 9 OF THETSPACE AND ATTACHED 4 5 TIC RAFTERS WITH 4 8 ^ D NAI LS J EACH END O Q CONTINUOUS FLASHING W EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE PAST JOIST HANGER GREATER THAN DECK JOIST AND O F- NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC °' ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT Z-FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH TOP PLATES PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12" Mini see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR tip of lag screw shall fully extend beyond BEARING WALL OUTER THIRD the Inside face of the band joist. SIMPSON ABU POST STUD GALV.DECK HANGER 4"TREATED POS TO CONCRETE BRACKET OF SPAN ONLY BORED HOLE MAX. I SIDE COVER 2 MINIMUM NOTCH GREATER CLEAR DIAMETER 40% SIMPSON LUS26 @ 2X6 0. THAN 50% (PERCENT)OF SIMPSON LUS28 @ 2X8 GALVINIZED CARRIAGE BOLTS (PERCENT)OF S STUD DEPTH I ( SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 5I8"MIN. 5/6"MIN, CONNECTOR SCREW METAL TIE FASTENED ACROSS AND TO EDGE TO EDGE 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE Use 1-1/4" Metal WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH NOTCH WITH 8-10D NAILS EACH SIDE W NOTCH MUST NOT- �'� EPDXY ANCHORING ADHESIVE VE FOR GTHi OR Coiil Strap 20 Gage I_EXCEED 25% ° SIMPSON l iZ W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-OR USE; Q ' ' a 12" Min (5) 8d common nails If' Z (PERCENT)OF 0 ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON N STUD DEPTH NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES D3 MAX. in EACH END at N Q AND TWO WITHIN 24"OF EACH END OF DECK 6 MAX. EACH Stud. BORED HOLES SHALL IF HOLE IS BETWEEN M 14"DIA.CAST-IN-PLACE IPE 2"MIN. „ W __ 8d @ 6 oc Along U) _J 4D%(PERCENT)AND '` 3". OR CONCRETE FOOTING,DOWN Q NOT BE LOCATED IN 60%(PERCENT)OF n FOOTINGS MUST TO VIRGIN SOIL D3 MAX. Braced Wall Panel Q SIMPSON DTT2Z W/(8)i/4 x 1-1/2"SDS SCREWS BEAR ON LLI U THE SAME CROSS STUD DEPTH THEN " SECTION OF THE CUT STUD MUST BE DOUBLE (MIN 36"BELOW GRADE) FIGURE R602.10.8(1) OR NOTCH IN STUD NO MORE THAN TWO ..; ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS SUCCESSIVE STUDS NOT LESS THAN(2)LOCATIONS WITHIN 24" SOIL ARE DOUBLED OF EACH END OF DECK: SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP AND SO BORED MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NITS CID FIGURE R602.1i PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION ai. PORCHES & DECKS NTS') FIGURE R602.6.1 R502.8 NTS 4 NOTCHING AND OR HEADER TOP PLATE FRAMING TO BORED HOLE LIMITATIIONS FOR EXTERIOR R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE �"'� 10 WALLS AND BEARING WALLS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG T� WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS fir/ H 1-1/4" x 20 gage G-185 DECK STAIR 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 � Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap SEE TABLE p Hot Dipped Galvanized Strap N 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails with 5 8d common nails O1 507.9.1.3(2) N N 2 FASTENERS OWS at each stud at each stud l ` E-� r- I I I I Strap may be attached OVER Strap may be attached OVER at each stud GRADE I I TIMBER TECH- ) I _RAILING POST, the plywood OR directly to Strap may be attached OVER W o TIMBER TECH- " " 5.5"MIN FOR 2X8 S Studs. the plywood OR directly to the plywood OR directly to % "WEATHER TEAK" WEATHER TEAK MIN 4X4 WITH VINYL COVER Q 0 6.5"MIN FOR 2X10 COMPOSITE DECKING COMPOSITE DECKING 5"MAX StUCiS. Studs• P. p O ATTACHED PER ATTACHED PER 7.5 MIN FOR 2X12 a p e Z_ �/ �' i`•i r-+ ��l MANUF.SPECIFICATIO I I MANUF.SPECIFICATI O I I N rap strap under sill CAST-IN FOOTING � ,�Q "- � ^ � � •� M V I I ( 4 X4 MIN.TREATED POSTS and attach to sill plates �, 4 JIJ THRU BOLTED BOLTED TO �� BLOCK SOLID UNDER BOTTOM RISER M 0.1 le.•, 3-16d @ 16 oc Along BETWEEN JOISTS ' ° b °O .a I I JOIST W/ 2"MINL ;; 1/2"DIA.GALV BOLTS W/ LAG SCREW OR THRU-BOLT 3/4"MIN - - .L!'.•. , ' . ` . ' • ' . Braced Wall Panel e o T2-1/2"MIN, MIN, OCK WASHERS. LEDGER BOARD t�o FIGURE R602.10.8(1) TYPICAL STAIR FOOTING DETAIL 2 x JOIST cV MAX. ' '° {3)#I 0 X 3S WOOD SCREWS e• •` �- N S��aC D H��,ti v� fx 17 . 2"FAIN. � O 2-1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD1 / r_ THRU BOLTS BLOCKING PER FIGURE R507.9.1.3(11 STRAPPING 0 . ,� •, W/WASHERS OVER BEAM SIMPSON BC " Applies to Garage Wall and __ _ Wrap strap under sill (II '� . r. DISTANCE CAN BE REDUCED TO 4.5 III=III and attach to sill plates : . BETWEEN EACH POST GIRDER IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction -III ul ; , ,; tf�i___AT 1-1/4"METAL CONNECTOR JOIST 'SPACING IS REDUCED TO THAT OF _1 � ,'. �. STRAPPING � 01 AXIMUM OVERHANG 24" LAG SCREWS TO ATTACH 2X8 LEDGERS' 9010 TO 2X8 BAND JOISTS(112"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR EACH JOIST F0 NE`N WASHERS NOT PERMITTED) RAFTER FACE TYPICAL DECK/ GIRDER & RAILING DETAIL STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING 17 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING ZO AT CANTILEVER FLOOR JOIST 16 NTS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. i Fireplace enclosure Thim profile structural insulated to top hecathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Shelet Metal Firestop Full Thick Insulation p and out of glued together s Ian w/ MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior way for access h� thin profile structural 9 9 see p ATTIC INSULATION CONTINUOUS BEAD - Fill entire Cavity t0 sheathing as draftstop and lay on plyw d Batt Insul CEIING FRAMING Seall joint with Sheathing J eala Insulation dams Tub attic hatch - R-vat support None-combustable sealant OF SEALANT subfloor 1 2 behind tub - Typical Double Frame Attic g PS!, blockin - Base plate prevent oose-fill Yp equal to the Ceiling --'-� � insulation from exterior insulatio re irem n access opening Sealant or R GASKETED TO RIM ULKED Sealed to Air Se IContinuous Boad- wall /4 structural sheathing ISTIRIM CLOSURE floor ) Gasket falling through adhesive as elnclosure liner sealed EALANT Sealant access of Sealant or solid blocking adhesive at perimeter and seams. or rigid insulation W ILL PLATE INSTALLED 1" min Ri Id Weatherstri inSealant EXPANDING FOAM SEALANT Pre-+ab Fireplace OVER GASKER SILL g sealed around Weatherstripping Panel eal stairs Adhesi Castng/ \ 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT Insulation.Air four edges ` frame a Z 9 Putl-down gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk W Sealant 1/2" plywood DRYWALL CEILING speccs for installation manual finish w/ soffit material staircase W - attic hatch or foam U Q AIR SEALING AT PREMANUFACTURED Typiical foundation & framing J (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (c Z W DRA.FTSTOP & SEALAkNTAT CANTILEVERED FLOORS PULL-DOWN STAIRCASE W INSULATION AND WEATHERSTRIPPING 0 EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL t� PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL _ Q ATTIC HATCH DETAIL TO BAND JOISTS W .._I This detail Is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products ° M�.,._.... It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, 015 Refer to Manufacturer for installation manual. R-50 Insulation R-50 Attic Stair Cover W J ENERGY NOTES ,. -,- � Q Eave baffle installed .. ate.. �. •�. "'�' 1. All design &construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandiatory) Ducts, air handlers and filter boxes shall be sealed. - �. „Y ' " " ° g p g y adjacent to soffit and eave 2020 EnergyConservation Construction Code of New York State. Joints and seams shall complyr with Section M1601.4.1. ";w -• " vents. Baffle shall extend over ` °ram, �,. Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS Rater)using the Manual "J", "S" &"D" submitted at CO. ". _.. -. F A W _ .. energy efficiency program to exceed the energy efficiency required by this code. the top of the attic insulation _ • , � ,,-m-< - � W 9b. R403.3.3: (Mandatory) Duct te..sting-Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. W TABLE R402A.1.1 All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved thiird party(HERS Rater)using the (R402.2.3) AIR BAPtRIERAND INSULATION INSTALLATION manual "J" &Manuals"S" &"[D"submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION z z 0 COMPONENT AIR BARRIER CRITERiIAa INSULATION CRITER][Aa 9c. R403.3.5: Building cavities sh-all not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS ! W Z General A continuous air barrier shmall be installed Air-permeable insulation shall not be used as a sealing material. 2. R401.3. A permanent certificate(Mandatory)shall be completed by the builder 9 ` ' OR HERS RATER `" and posted on a wall in the space where the furnace is located Soffit See � � � � � z requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying COnSt. DwgS i in � LL- 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 -N1102.1.5 fluids > 105 F degrees or<5E5F degrees shall be insulated with R-3 Minimum. j; W ,4 Exterior thermal envelope contains a g P q SEALANT r ' ! W �/ O continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation &Fen. by Component. J 11. (R403.3.5)Building Cavities(Maandatory) Breaks or joints in the air tbarrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall rnot be used as ducts or plenum. Typ. Exterior wall _ W sealed. sections N1102.2 through N1102.2.13 See COnSt. DwgS ;;, J a-- C) Z I- 12. Nil 03.5.1 (R403.5.1) Heated,water circulation and temperature maintenance systems (Mandatory) 1° «t O LL Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The Heated water circulation s steams shall be in accordance with Section N1103.5.1.1. installation density of the insulation shall be at the manufacturers'product 5. Installation-the components of the building thermal envelope shall be installed in Y ; 0:. W Q O Heat trace temperature maintEenance systems shall be in accordance with Section N1103.5.1.2. recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, V U) or an approved third art using manual J , S & D . Automatic controls,temperatulre sensors and pumps shall be accessible. i ,r'� } each cavity. Batt type insulation will show no voids or gaps and PP party 9 " " " " " " I. `� i Manual controls shall be readilily accessible. •• density cavity. maintain an even dens( for the Bitty d cpth. Batt insulation shall be 6. R402.4.Air Leakage:0 (Mandatory)Air leakage in accordance with sections N 1102.4 ( ) (Mandatory) �r _��''; Y. installed in the recommended cave depth.Where an obstruction in ( ry) g 13. N1103.6 R403.6 Mechanical I ventilation Mandato RAFTER SEALING AT ATTIC EAVE '` the cavity due to services,blocking,bracing or other obstruction through N11 .4.5 y The building shall be providedl with ventilation that compiles with the requirements of s exists,the batt product will be cut to fit the remaining depth of the g Section M1505 or with other a roved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 6 Y o2 in E cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an DPP 0 0,•- air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system m o, •. o g° shall be placed to fill any surface or concealed voids,and at the g g P P is not operating.test results shall be signed by the party conducting the test. P g o r `� ° manufacturers specified density.Where faced batt is used,the o E a't " o T installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM ,.. =o ID a ° 0 ; :n p N1103.6.1 (R403.6.1)Whole-housse mechanical ventilation system fan efficacy r- .,t - 0 g o 0 no compression to the batt at the edges of the cavity due to inset Fans used to provide whole-house:mechanical ventilation shall meet the efficacy re uirements INSULATION, R VALUE IN - r:,:-.-r-,-_r o= o o y o 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside p Y q ° o y �,w °Y stapling installation tabs. ACCORDANCE WITH t_._ w ��C.� o ° combustion air. Factory built fireplaces shall be listed and labeled of Table N 1103.6.1. Exception:Whiere an air handler that is integral to tested and listed HVAC Rigid Foam or _r " I- j = 0-e > ° QY g o equipment is used to provide wholie-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT t m" ` _ ° `°-N 2 ° = 3 Insulation that upon installation readily conforms to available space according to UL 127. P 9 C_ . .. -- '.r.► i a w r-w 3 L o r 3 8 0 powered by an electronically comrmutated motor. as backdam o 0 8 ° a m shall be installed filling the entire cavity and within the manufacturers TYP. ROOF CONST. C = m a� . o ". density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be _ _ y ° - provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment;sizing and efficiency rating (Mandatory) s a"= o Roof underlayment ) II 6 _ o Er 5 o o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with .•r 2 x CJ W/ INSULATION I - o o _ fl = a ceiling/soffit shall be aligned with the air barrier, shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on buililding loads calculated in accordance with ACCA sealed to drip edg AS PER DRAWINGS .r '� _ 2'z r y insulation and any gaps in the air barrier Manual J or other approved Neating and cooling calculation methodologies. 19 ° - ¢ �' _ " ° sealed. New or replacement heating a rid cooling equipment shall have an efficiency OR HERS RATER Erarn:n nnp t r G-�t;arniao:Ms r- " r -t' __.,i = a E'= o 2 8 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value iEL) wmv HmEc.oo. Access openings,drop dowvn stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ than R-6 for ducts smaller than 3 Inches in diameter. Supply and return ducts geographic location where the; equipment is installed. Soffit see � SEALANT wall doors to unconditione.-d attic spaces exterior wall lines to allow for required attic ventilation, pp y Const. Dw s ' shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches g in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting egtuip-nent(Mandatory) non-vented Tran_.,,,•tu�,,�frns f e�l,S ar��Mire r n Walls The junction of the foundattion and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of thie rermanently installed lighting fixtures shall - c:en,p,lnta in t,u^i•5 aria a°t,ar^s on !I V plate shall be sealed. The jiunction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamips i'i" °m i Z Exterior wall J top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. \.�� - sealed.Knee walls shall bre sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed m substantial contact and continuous alignment with the air LLl Windows,skylights The space between windoNw/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION � 0 shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMIENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP (COOLING DIFFERENCE Floors(including The air barrier shall be insitalled at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulariom. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG t34 DEG 1 70' 75 (db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WEB RANGE HUMIDITY HUMIDITY APPROVED WINDOW HEATING COOLING OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unventedi crawl spaces Where provided instead of floor insulation,insulation shall be 9 15 7.5 7f.5 M 30% 45 55% 0 shall.be covered with a Class I,black permanently attached to the crawlspace walls. W vapor retarder with overlalpping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) O taped. - - - - - - - - - - - - - - - _ N Z Shafts,penetrations Duct:shafts,utility penetraitions,and flue TABLE M1505.4.3(2) t - WINDOW N Q shafts opening to exterior(or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HiOUSE MECHANICAL VENTILATION RATE FACTORSa•b I Jr W unconditioned space shall I be sealed. 24" W L11 4"SPHERE CANNOT APPROVED WINDOW -� RUN-TIME PERCENTAGE IN EACH 4-HOUR o 0 0 0 0 0 (36"IN IBC UNITS) FALL PREVENTION } > Q AREATO BE EXHAUSTED EXHAUST RATES 25/0 33/0 50/0 66/0 75/0 100/o PASS THROUGH Q LLl W SEGMENT DEVICE CONFORM TO � � Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factors 4 3 2 1.5 1.3 1.0 FINISHED FLOOR R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a.For ventilation system run tfime values between those given,the factors are permitted to be BE A MINIMUM OF 24'ABOVE THE FINISHED l0 Garage separation Air sealing shall be providedl between the garage and INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation(. FLOOR AND GREATER THAN S ABOVE THE FINISHED GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b.Extrapolation beyond the tatble is prohibited. COMPLYAS FOLLOWS: Recessed lighting Recessed light fixtures instaltled in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to(lime drywall. envelope shall be air tight and IC rated. TABLE M1505.4.3(1) 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. �-' installation readily conforms to available space shall NUMBER OF BEDROOMS ENERGY COMPLIANCIE STATEMENT: TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO a DWELLING UNIT FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW .� FLOOR AREA 0-1 2-3 4-5 6-7 >7 JUDGEMENT THESE FPLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 !� tn o Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be W >~ exterior wall showers and tubs shall separate them from the showers and insulated. (square feet) COMPLIANCE WITH 7HE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. Z tubs. Airflow In CFM N1101.14 (R401.3) Certificate (Mandatory) E•� H `� o 0 r--, cd Electrical/phone The air barrier shall be installled behind electrical or < 1,500 30 45 60 75 90 •> M ,� box on exterior wall communication boxes or air:sealed boxes shall be installed. - A permanent certificate shall be completed by the builder or other approved party and posted on a wall00 in the space where the furnace is located a utility room or an approved location inside the building.1,501 -3,000 45 60 75 90 105 p � Y pp 9• �'" �� HVAC register HVAC.register boots that penetrate building thermal --- -- - ,,,�// x C boots envelope shall be sealed to tine subfloor or drywall. Caulk and seal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q w ZI 3,001 -4,500 60 75 90 105 120 I I rough opening directory label, service disconnect label or other required labels. The certificate shall indicate the •� o M � Conmaled When required to be sealed,(concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components - sprinklers only be sealed in a manner throat is recommended by the 4,501 -6,000 75 90 105 120 135 . , 'I ,i? At manufacturer.Caulking or otther adhesive sealants shall not . such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; be used to fill voids between.fire sprinkler cover plates and _�.. U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results 6,001 -7,500 90 105 120 135 150 ,i ____ n +� C+' .y walls or ceilings. _ from any required duct system and building envelope air leakage testing performed on the building. (n IC = insulation contact. >7,500 105 120 135 150 165 j -_ Where there is more than one value for each component, the certificate shall indicate the value • +� ;y a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For Sf: 1 square foot=0.0929 m2, 1 cubic foot per minute=0.0004719 m3/s. l_ 1 - __.___,_ covering the largest area. The certificate shall indicate the types and efficiencies of heating, �, cooling and service water heating equipment. Where a gas-fired unvented room heater, „ Rigid insulation Weather-stripdoor �°� �t (recommended) 3 opening and electric furnace, or baseboard electric heater IS Installed In the residence, the certificate shall ��q� o� ��o yo Minimum R-5 threshold indicate "gas-fired unvented room heater," "electric furnace" or"baseboard electric heater," $'OF NEB Wall Access panel as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, "`'� AV Weatherstripping and insulation electric furnaces and electric baseboard heaters. Detail i 47'-0" 15'-011 18'-1 II TYP EXT.WAT'- ', SILL PLATE _zJ /�'1� TYPICAL COVERED PORCH FOOTING"--7 ---; I------; 18'-1" ---- TYPICAL ANCHOR BOLT -R403.1.6 24"'x 24"Cast-in-Place Pier Footing minimum MAXIMUM SPACING: 1/2"@ 72"O.C. 36"'below grade. 12"Dia Concrete pier EMBEDMENT OF 7"WITH NUT&Wx3"WASH4"Pressure Treated post See details on tdwg 2&3 for strapping and uplift Z 2 2 BOLTS PER PLATE AND HOLD AT LEAST a" connections. I 1'-0" v `r oo I 11-0" W ONE BOLT-12"MAX AND 3-1/2"MIN OFF I LU @ I I LJ_J ENDS OF PLATES. ° _ °o U) cli U) TYP.CONC.FOUNDATION o I I OUTSIDE BASEMENT ENTRANCE LL J 8"CONCRETE WALL ON MIN 16"X 8" LU 14"ROUND FOOTING WITH 4"CONCRETE LAINDING& ANCHOR BOLT DETAIL DECK FOOTING PER TABLE �" — _ — - I 4"DRAIN TO DRYWELL,CONCRETE STAIR L i R507.3.1 FOR DECKS I o DECK LATERAL HOLDOWNS MEETING R311.7-STAIRWAYS. J° ° SEE DETAIL ON DWG-2 DECK LATERAL HOLDOWNS — ° ° IMPSON DTT2Z w/(8) " 1/4"X -1 D SDS SCREWS NOSING.136"HIGH GUARDRAIL ON ABOVE — SCALE: 1/2"= 1'-0" STDH 14 I x I o 0 HOLDOWN 1/4"X 1 1/2"SIDS SCREWS v WITHIN 24"OF EACH END STDH 14 TOP OF CONCRETE WALL, NAILED I WITHIN 24"OF EACH END LU --------SEE DETAILS ON DWG-2 -------- HOLDOWN (2) #4 REBARS ABOVE DOOR OPENING. _ 2___________________ SEE 00 W in PORTION ------- --- --------- - ------ -------- °o TYP EXT.WALL ; ; `" D co ' LL I I I Q 00 1 ; ------- ----------------------------- ; ----------- ----12'3"----- ------- I J LU � � - U CLEAR SPAN TYP.FLOOR CONST• ; 2X1 D BECK LEDGER ; oo ; rn 7i-A�er MAXIMUM `JV�JIJ I SEE aT. ON DWG 2 ; M Lo ; � v z C� 1 - OII , EAM _� BEAM ' ' III z L ' 1 7 1 �OCKET POCKET ' L.LJ LO __-- `^ Q I I U I I -- - --- - I (TYP) (3)1-3/4"x11-7/8"LVL P) � ------------• vI z 0 ----- ------------------- - --__L J 30"MIN. �� (2)2x6P.T SILL PLATE W/MIN. 00 I 1 ' ;____ ____________________ ___,- ' REBAR ONE#4TYPICALANCHOR BOLT -R403.1.6 ° _ QLENGTH ® /REBAR MAXIMUM SPACING: 1/2"@72"O.C. ; ; - --------------------------�"---- _________ ' wQ �� v IN SHEAR CONE } ---------------------- I I 1 O J EMBEDMENT OF 7' WITH NUT&WASHER. m EXTERIOR I , I " a e 12"MIN. REBAR 2 BOLTS PER PLATE AND HOLD AT LEAST 6 LIGHT 1 ' ' Ory ONE BOLT 12"MAX AND 3-1/2"MIN OFF ; ; _ 19'_91I N ABOVE , F.D. _ W O a LENGTH ENDS OF PLATES. , o r co ' SHIELD&SILL SEALER TYP. ; io p J ; O O— _ Z 2"MIN. ' r- U- > ' FROM TYP.CONC.FOUNDATION ; ; a o O O O CORNER ; ; X , , o //-:'� LL, 'n I 1 eN- ' ' n 62 U (n CORNIER HOLD DOWN O ANCHOR BOLT DETAIL u- SIMPS30N STRONG-TIE STDH 14RJ � ; M I � � 1 I r N NITS SCALE: 1/2"= V-0" M 0 X ; 1 I 7 I N 10" , ' ; C I I 1 � N ' 1 6' •.7'1 71 ,11/211 `..i I 8'-0" 0 8'-0" 8'-011 7'-41/2' 1 r• C •IA -�I' ' 41_OII I I N I , I 1 , I o a m._ I 1 LL ' ' ' 0,t 2ECD ' I I D1 47 y - 2 O ry N E L to O.'C. N C O 1011 I BEAM •--- ---, �--- ---� CV ' ' I c° o o m >. POCKET (3)1 -3/4"x11-718;'LVL DROP c c a 0 u c m ------------------------- E. '--- O N O L O 47 �__ _ _____ ' _____________' TYPICALINT. FOOTING/COL ' c f L'-.n 21 .7 ° I I iU T_______ii___ i r ' , i i _ •�Q 015 O O ul f6 Q O 30"x 30"x 12"THICK x , - o._ oa o� vi 0—t - 0 0 ; 16 :_______: POINT :___ ___: CAST-IN-PLACE CONCRETE v ; i m N 0 a m JP T c o= 3 1 st FL. METAL STRAPPING _ , LOAD FOOTING&3-1/2"DIA STEEL �,r�, o g r 0 0 - M C•C Lam"3 ° o REFER TO \ Q ABOVE 41_011 COLUMN I ' , , c.v o L a, m�s °, TOP OF FDN. DWG-2 FOR Q c ; ' ; ; c° m r, m I'D 2' 0 ° o ° — — - — - — DETAILS t'V ' ' -" iai I ' L 0 0 0 o N I 1 f0 -- -- -- - BEAM a _ ° ; ; (3)1-3/4" 11 7/8"LVL (3)1-3/4"xii-7/8"LVL I (TYP) ; o o m U a ° ° ° ° One#4 rebar I I 10 __L_______ _ ___L_____ -J_______L_______________J_______L_______ _�_)__L I 1E •N 2 m 1E= E 2 ro o 2x EMBEDMENT ° ' a a in Shear,MIN #4 REBAR 12"FROM TOP t0 __' _ --------_ __ - ------- ® ® ___-' IBa b z: Q c o -------- ---------- ----- ------ I r------ I r---- �-------r---------- -------r- - r •- ° o LLL N C a E f0 I-ENCTH ° 12"rebar tenth ; ; c In O �'p O .G C o o -----' ---- ---- ' F- rn m S F- m E a._ o a {'12 MIN, o ° #4 REBAR NEAR THE EXTERIOR PATIO SLAB RE8,4R 1_ENGTH' ° ° ° ° , POCK x ;-- -- , I °° ° ° ° o THIRD POINTS 1 POCKET I " " ; ' ° ° (3) 1-3----- --LVL DROP ---J,- UP '� 6"4000 PSI CAST-IN-PLACE SLAB -- -------------------------- ° - --------------------- ------�-- ; 3'-0" W/6X6 w1.4/w1.4 WELDED WIRE MESH ON GRANULAR COMPACTED FILL. -' °0 2X6 FRAME AROUND v I r- nd #4 REBAR NEAR THE '� ' ' - - ; PITCH SLAB AWAY TO DRAIN In o / THIRD POINTS - STAIRCASE FROM FLOOR o 1 1 TO CEILING. TREATED SHOE i , " Ltd INSIDE FACE F WALL MIN. Distance " ' ATTACH RAILINGS.HANDRAILS (1112 min. � � J J J ' from corner) — TOP OF ; 0 34"-36"ABOVE NOSING. J ? - — — 1 1 l� R302.7 UNDER-STAIR PROTECTION O� , M 2-#4 REBARS CONT. ENCLOSED SPACE UNDER STAIRS THAT 7 1 r01/ SIMPSON STHDI4 c (� ISACCESSED HALLHAADOORORNDER-S c r d r ' 4yj PANEL SHALL HAVE WALLS,UNDER-STAIR ' SURFACE AND ANY SOFFITS PROTECTED V V C 0 @ End of each garage Door Openings , i ~ �I' ON THE ENCLOSED SIDE WITH M M c� -� ' STDH HOLD DOWN TYPICAL EDGE INSTALLATION g g TYP. FDN REBAR SECTION I 1/2-INCH GYPSUM BOARD. r r r LL UNFIN. BASEMENT ; - SIMPSON STRONG-TIE STDH 14RJ and corners of garage walls _ I I to - v v 4" CAST-IN-PLACE CONCRETE I I I o SCALE: 1/4 9 -0 ; ; to' r _ _ _ NJ SLAB INSTALLED IN I I LO 1 I t0 TYPICAL INT.FOOTING/COL ,� ' ' ' I L ...I zo CP strap can be applied , , to L-) ACCORDANCE WITH CODE , J 30"x 30"x 12"THICK _ _ _ _ over plywood sheathing TYPICAL EXTERIOR GARAGE WALLS �N CAST-IN-PLACE CONCRETE SECTION R506 IN ACCORDANCE WITH CHAPTER 4 FOOTING&4"DIA STEEL Simpson STDH14 Embedded COLUMN _ _ _ _ r Hold-down with 38-16d Sinkers Hold Min TABLE R404.1.2(8): '-- ------------------------------------------------ ----- 1-112"from corners 8" CAST-IN-PLACE WALL WITH PBEAM OCKET I------ -- — 7— - 1 1 1 Provide at each Corner and openings P (3)1-3/4"x11-7/8"LVL ;_ (3) 3/ 'x--------- 6 "LVL ' - HORIZONTAL REBAR: PER TABLE R404.1.2(1) �� '- - -------L-- ---'--------------1-- --—'-----'-- - - L --� •--- ----------------------------------------------- ----- I " feet or realer.See Detail This Page. '- - -- - 9 g , I 1 1 8 foot Wall Height: One # 4 bar within ----I -BEAM I 12 inches of the top of wall and One #4 bar at 112'-3Y° --- --- ___ ___: ;_ 13'_�" BEAM 22'-2v2" � 8" N o 6'-.7" 7'_41/4" 41-111 _" Q `"miLIJ d height of foundation wall. � O VERTICAL REBAR: not required per TABLE R404 o0 r �' (2)ANCHOR BOLTS N z TABLE R502.3.1(2) " II 1011 >' SMOKE o0 ' IN EACH CS-PORTAL ON 20 x 10 CAST-IN-PLACE CONT. WALL FOOTING, 1 I MAI%TAIN REQUIRED SEPARATION J o Q ' DISTTANCE FROM ALL HEAT a O ALARM 1 - FRAME WALL ABOVE (V FLOOR JOIST SPANS F:OR COMMON LUMBER SPECIES(Residential living areas, live load= with 2 - #4 REBARS CONTINUOUS IN FOOTING ; ; PRODDUCINGEQUIPMENTTO 10" O ; ; I SECTION SEE 0 „ „ I , COMNBUSTIBLE MATERIAL AS PER r, 0 , , O I DETAIL 3 ON PG 2 LJJ a ON 16 x 10 CAST-IN-PLACE CONT. WALL FOOTING, _ MANUUFACTURER'S SPECIFICATIONS r c CO 40 psf, L/A=360) ALARM I - _ } > Q 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE I I p ANDI LATEST MECHANICAL CODE. 0 ; 1 " DEAD LOAD = 10 psf DEAD LOAD =20 psf Cn �? I 1 1/21l UNEXCAVATED I DROP TOP OF CONCRETE SHIELD, EXTERIOR DAMP-PROOFING, ALL ; 1 � O M' N i TYPICAL GARAGE SLAB I AS REQUIRED FOR iri FOUNDATION FOOTINGS TO EXTEND TO 4" CAST-IN-PLACE SLAB I GARAGE DOOR,SEE PLAN DIRECT VENT I 2 x 2 x 2 x HEATING I SYSTEM 0 v " ' FOR GARAGE DOOR SIZE oIST 2 x 6 2 x $ 2 x 6 2 x $ 2 x 12 VIRGIN SOIL & BE FULL HEIGHT OR STEP W/RESLIN COMPLIANCE 0 N W/6X6 LAB X /4"F TO .JOIST SPECIES AaND 10 12 10 ; &MECHANICALCODERGY O SPACING sPE . ,. ., FOOTINGS 1VT02H � N I --------------'"'---------- --------"' PITCH SLAB-114"FT TO &MECHANICAL CODE LL I GARAGE DOORS (inches) Maximum floorjoist spans N _ H TYPICAL HOUSE FOUNDATION - ( Y-0" WALLS ) '----- ---�"-----"- "-� -"-- -"-" - (ft.- (ft.• (ft.- (ft.- (ft.- (ft.- (ft.- (ft.- ; GA BOILER , � I , IN ACCORDANCE WITH CHAPTER 4 12'-3/2" loll SLAB LEDGE in.) in.) in.) in.) in.) in.) in.) in.) 1 _ �N 1 CV 10 CAST-IN-PLACE WALL WITH ; ; , ; N M ; 1 4 Douglas HORIZONTAL REBAR: PER TABLE R404.1.2(1) ---------- � — — — — — — — — — — — — — — -- — — — — J `D fir-larch SS 11 4 15 0 19 1 23 3 11 4 15 0 19 1 23 3 Greater than 8 foot Wall Height: One #4 bar within 10" r '1 cv 12 inches of the top of wall and One #4 bar near - ---------•------------- ----------�- ,_ — — — — — - - — .� Douglas the third points in the wall story. #1 10-11 14-5 18-5 22-0 10-11 14-2 17-4 20-1 CD fir-larch REBAR: not re uired er TABLE R404 SIMPSON STRONG TIE- VERTICALo — o� q p STDH 14 HOLDOWN L J 2)ANCHOR BOLTS p� ON 20" x 10" CAST-IN-PLACE CONT. WALL FOOTING, TYPICAL - IN EACH CS-PORTAL Qt U Douglas EXTERIOR PATIO SLAB 00 FRAME WALL ABOVE to #2 10-9 14-2 18-0 20-11 10-8 13-6 16-5 19-1 with 2 - #4 REBARS CONTINUOUS IN FOOTING SECTION-SEE fir-larch 6"4000 PSI CAST-IN-PLACE SLAB DETAIL 3 -S E 2 Z 2 x 6 ACID SILL PLATE, COPPER TERMITE W/6X6w1.4/w1.4 WELDED WIRE MESH Douglas SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND ON GRANULAR COMPACTED FILL. H #3 8-11 11-3 13-9 16-0 8-1 10-3 12-7 14-7 TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP PITCH SLAB AWAY TODRAIN > �, fir-larch FOOTINGS 1V TO 2H. 00 Hem-fir SS 10-9 14-2 18-0 21-11 10-9 14-2 18-0 21-11 h� TYPICAL ANCHOR BOLT -R403.1.6 x TJ N L U Hem-fir #1 10-6 13-10 17-8 21-6 10-6 13-10 17-1 19-10 MAXIMUM SPACING: 1/2"@ 72"O.C. EMBEDMENT OF 7"WITH NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 1r�A n #2 10-0 13-2 16-10 20-4 10-0 13-1 16-0 18-6 ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. 9'-0" FDN WALL , < �`' Hem fir 1. Walls 24 inches total length or shorter connecting offset braced wall FOUNDATION PLAN 1 Hem-fir #3 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 panels shall be anchored to the foundation with not fewer than one anchor bolt �� _ �� 13-11/s :y r� �► located in the center third of the plate section and shall be attached to adjacent SCALE: 1/4 — 1 -0 Southern braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule j A C • ` SS 11-2 14-8 18-9 22-10 11-2 14-8 18-9 22-10 12 pine 2. Connection of walls 12 Inches total length or shorter connecting offset braced wall panels to the foundation without anchor bolts shall be permitted. 13'-11/z" 14'-21/z 1 �'� O�g1�10 Southern The wall shall be attached to adjacent braced wall panels at corners as shown in 'S'j• y0'' pine #1 10-9 14-2 18-0 21-11 10-9 14-2 16-11 20-1 Item 9 of Table R602.3(1). (Fastening Schedule) •_ QF Nre`� 27'-4" 22'-8" 50'-0" i 47'-0" 16-0" 8"X8"SOLID WOOD W PORCH POST WRAP -71 (3)1-3A"x11-7/8"LVL IN AZEK TRIM z ___________----------_-__ W 1' ao Jill U Q .I J Iiil (3)1-3/4"x11-7/8"LVL FLUSH N " Z _ _ _ _ WALL_ABOVE _ _ I'�I LU W�/ J -z _ _ _ _ _ _ _ _ _ZT, _ _ _ _ _ _ _ _ _ _ _ _-�„I Q LJ... STEPS Q K I I I'I �TOGRADE " ._I v II I„I u' 06 I"I -2x10 CEILING JOISTS(a) 16"o.c. I"I W 1" Pre-Fab/ Factory Built Fireplaces I I I I � POST PORCH HDR � 7'-6" 6'-6" ;; ;; M INTO WALL —J In accordance with chapter I I.,I — W 10, factory-built fireplace inserts shall POST I::l REAR PORCH I� I 7'-4" Q be UL listed and labeled and shall be INTO WA HDR COVERED WOOD 1��1 9'CLG.HT LEI � " W" installed in accordance with the I I FRAME PATIO I; I conditions of the listing. Factory-Built Lo TVW3052-3 "I 310 SQ. FT. I I TW3052-3 W ry fireplaces shall be tested in accordance U with UL 127. Hearths shall be installed in (2)13/4"xi1-7/8"LVL � ¢ (2)1-3/4"x11-7/8"LVL U co accordance with the listing of the 5'z 14' 1" o 13'o" z 7 CD Fireplace & in accordance with NYS code _ — W Z for Hearths & Hearth extension. 4 z FWG12080-4 SAAS v All Fireplace shall be equipped with an OP CLG SPLAY LINE LU exterior air supply. Exterior air ducts o POST '� (3)1-3/4"xl6"LVL ` POST N � O 0 shall be UL listed. Factory Built Chimneys HDR W HDR o U to --I shall be in accordance with chapter I I N _ w o U DINING 10 Section R1005 Factory Built Chimneys. 0 N °' I I 9'CLG. o� t� Z F- 0 �-- WOOD O NOTEE: GLAZING HAZARDOUS LOCATION: R308.4 N X `° MASTER z I I F.D. N m NI O LIV co RO_IN N I -°� O Q/ W 0 0 INCLUDING BUT LIMITED TO THE FOLLOWING: ¢ N yl SUITE J WINDOWS EXTERIOR FRENCH & SLIDING DRS �� 11'CLG. Ov 11'CLG. I I V SAFEETY GLAZING (TEMP GLASS) IS REQUIRED Plans indicates ANDERSEN series 400 Tilit Wash si WOOD x WOOD :� I AT GLAZING IN A BUILDING WALL ENCLOSING Model Numbers and shall be In accordance with R609 M 1, i, I I L) BATHTUBS AND SHOWERS WHERE THE Cl)1" 18' 1 13'o° To be designed & installed as per manufacturers N BOTTOM EDGE OF THE GLAZING IS LESS specification for 140 ultimate design wind speed 5% •" " 5% r 5 " Cc THAIN 60 INCHES ABOVE A STANDING and Table 301.2(2), 301.2(3) 00 ca W z ° 2 X � in z W= m: ° E h SURFACE AND DRAIN INLET. Provide HP LOW-E4 glass; U = .30, SHGC = .30 N r in 2`0„ z g �, m �= o a°r UL LISTED GAS o o -1 F-a •- E ca 4= � o . EGRESS: shall meet R 310 J �, Wi o Y o o ° c ° WET SURFACES: R308.4.5 WINDOW FALL PROTECTION: shall meet R312.2 `O BEARING PRE FAB FIREPLACE o x 3'-6' '")'I o Uj R=O S `° u 2 y m iv GLASS DOORS& W c c Z N GLAZING IN WALLS, ENCLOSURES CONTAINING /WALL in I x z>>. — ° m a o N 0 9 m Substitutions made upon meeting Code. HEARTH EXTENSION WHIIRLPOOL, BATH TUBS, SHOWERS, general notes for additional AS PER RESIDENTAIL I I N o C).�_ ° o o N CC,,, 5 ° See page one, g M CENTER z o.s 0 ° ° SWII'MMING POOLS, HOT TUBS WHERE TH BOTTOM 2-2xi0 _ CODE-CHAPTER 10 I LL O Lu=' a ° code requirements. Q KITCHEN o WINDOW W o=_ 8 N 2 � o � a o 3 EDGE OF THE GLASS IS LESS THAN 60 VENT TO EXTERIOR I o WITH ISLAND W Z U CO . m E 0 3 s _ MEAkSURED VERTICALLY ABOVE ANY STANDING OR 8'-3" 3'-2" 2'-1° I I o Y o, a a 8 W ° g 00 s R - WAL.KING SURFACE SHALL BE CLASSIFIED AS 5%" 0 5,/2' - LO WOOD LX o~w y ` R312.2 WINDOW FALL PROTECTION NOTE: 11 8" 6-5" I _ b o a ° o c D m U' Y ,aUi o c o L, c a� ui S a: PER.TABLE R308.3.1(1)AND R308.3.1(2) 5'o„ Q- O L L 2 N o °� o ° ` TOP OF THE WINDOW SILL SHALL '� I I LL= =U•� , == E = o a a WALK-IN_ o ro ----- ` 2._ N ` m BE A MINIMUM OF 24 ABOVE THE FINISHED o in 3 2x10 3 2x10 + z EXCIEPTION: GLAZING THAT IS MORE THEN 60" 3 CLOSET F- `L •-— „ ¢ X iv Lu ?i (5)1 3/4"xii 7/8' LVL FLUSH a� c a E m m MEASURED HORIZONTALLY AND IN A STRAIGHT LINE FLOOR AND GREATER THAN 72 ABOVE THE N 9'CLG. 9'CLG. __ _ _ _ _ -=--_-- c c c c-c____=-c c c=c____= 6 L " T� s c °� 2 BELOW ON RADHE EOROT ERSUR SIDE FACE WOOD WOOD - - 0" _______ _____________ __________"=__=_ 62� I- �, m r s= , o a FROIM THE WATERS EDGE N o 5,8 I HAL F WALLU SAFEETY GLAZING IS REQUIRED ADJACENT TO BUILDING. SHALL COMPLYAS FOLLOWS: UP 17R STAIIRWAYS, LANDINGS, AND RAMPS WITHIN ( 1 I I z o R312.2.2 WINDOW OPENING CONTROL DEVICES: " M 36 IN4CHES HORIZONTALLY OF WALKING SURFACE W OPENING CONTROL DEVICE SHALL 2'_6„ �' I I ° Cn WINDOW LL] N OR WVITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM c� oCOMPLY WITH ASTM F 2000. THE OPENING b) w U ---------- N I I oIUDv yl CONCRETE STEPS TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN ° EXPOSED SURFACE OF GLASS IS LESS THAN DEVICE AFTER OPERATION TO RELEASE THE z WJii `D ----__---- o _- _ AND LANDING DEVICE SHALLALLOW THE WINDOW TO = J 2'-8" 2'-4" -uLL- INgCHES ABOVE THE NOSE OF THE TREAD w �Q J - ------ - 60 TO GRADE. HANDRAIL& FULLY OPEN TO MEET THE CLEAR OPENING U) =Q o ----------- 48W 2' " 3'-1" 3'/z°3'-0. 9'-11 Yz' a 3'-a° GUARDRAILAS REQUIRED OR WVALKING SURFACE. AS REQUIRE TO MEET EGRESS R310.2.1 J Q o w o in o o _ ____ __ STAIRCASE 5'/�" PANTRY LL "' BY CODE _ C7Lu ------- o�zwa °o M_BATH ~ ---- 2 U)2 Cn "' N `� LL 9'CLG. 7'-7'/2" 2' 16'-7'/z' ___ -j —7 �UjC)W Uj o Q CER.TILE g ---- 5'/z" 5'/z" ti MUD-/ o mm� Q ---------- w LAUNDRY o 0 0 0 co - - OPEN M 9'CLG. 2- in NI' TO o, N TILE j J ABOVE iD DRY WASH POST IN th CUSTO _ WALL FROM 2'-6" POST IN ------- - - HEADER IN 2 2X8 -� SHWR WALL FROM EADER IN ___ 2ND FLOOR CLG. 2,-8„ -- o 2ND FLOOR CL DIN LINE OFF OOR ABOVE �X `D ---28x80 _ _ _ _ _ _ _ _ _ � `" R-21 BATT \ 0 a N ---_-_---- ------_ W, LO INSULATION ti W < N D " ( ) ' 2 O "' "r R302.5.1OPENINGPROTECTION_________ __ _______ �L(6 N O 2 1 3/4"x11 7I8"LVL FLUSH m S o Z. WOOD STEPS INSULATED SOLID CORE STEEL N Z v e \ N DOOR,20-MINUTE FIRE RATED. @� WEATHER STRIPPED N o R-21 BATT u W/SELF CLOSING DEVICE. ' N oX 2 2 4 FOYER INSULATION ° W N N O 1 O zo I J N U n GARAGE 9 CLG o DWELLING GARAGE > Q W U `� O cooz BATH WOOD N ; i SEPARATION IN � N LG ZIO _ 3.S -- ACCORDANCE WITH WO r N ` a�° TABLE R302.6 �' o a 13 1" _ 4'-9" 3'/2" 7'-7Yz' _°o =---------- - SEE DWG-1 FOR TABLE X 5'/z" °" LL 5'/�" M 5, ' SEAL&INSULATE INSULATE WALLS M c, N ATTIC ACCESS PER ; COMMON WITH LIVING j` <? C? ao e r =� ti SECT.1102.2.4 h- f� OFFICE 2_2X8 N 2-2X8 I'- SEE DET ON DWG-3 AREA. N [NY]915.3.3 RESIDENTIAL BUILDINGS AND COMMERCIAL BUILDINGS CD WOOD rn 8 � i PROVIDE: HEAT PLUMBING NOTE_ DETECTOR PERR314.2.1 B WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY N TW1836 TW1836 ALL PLUUMBING SYSTEMS SHALL BE — N INSTALLED IN ACCORDANCE WITH Ln o N (2)1-3/4"x11-7/8"LVL FLUSH ~ CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN A CENTRAL OR OTHERWISE APPROVED 't x _ u PARTVil-PLUMBING N N _-- _ _ — _ _ _ _ _ _ _ _ -------------- LOCATION IN EACH OCCUPIABLE SPACE IN A COMMERCIAL BUILDING AND WITHIN 10 FEET OF cv '-- '- - - - - ---------------- ___ THE ENTRANCE TO SLEEPING AREAS AND SLEEPING UNITS IN RESIDENTIAL BUILDINGS °" o LINE OF FLO R ABOVE�y 22 5 "'1' _ELECTRICAL NOTE: AND COMMERCIAL BUILDINGS THAT: ") `� 3 2x10 cv 2-2x8 2-2x8 `O ALL WIRING SHALL EQUIPMENT 1. HAVE A COMMUNICATING OPENING WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY N N N AND WIRING SHALL BE INSTALLED FRONT PORCH W N 2. SHARE ONE OR MORE COMMON WALLS WITH AN ATTACHED MOTOR VEHICLE RELATED OCCUPANCY, OR I"I 'CONCRETE IN ACCORDANCE WITH PARTVIII-ELECTIRCAL e �� 3-2x10 � � 3. ARE LOCATED ONE STORY ABOVE OR BELOW A MOTOR VEHICLE RELATED OCCUPANCY, u, u') TW2.452-3 _ _ u� TW3052 TW3052 11 OF THE NYS CODE. A MINIMUM OF 75%PF _________ _________ p., .._ PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS. 8x8 COLUMNS W O MECIHANICAL NOTE: GFA CALCULATIONS 9'-1" WALL HT THE MECHANICAL SYSTEMS SHALL Lots containing up to 20,000 square feet of lot area:2,100 square feet plus 12.5%of the 1ST FLOOR PLAN H--Ikn BE INSTfALLED IN ACCORDANCE WITH lot area in excess of 10,000 square feet up to a total of 3,350 square feet maximum. „ _ , „ ? M 10 PART V &VI OF THE RC OF NYS. SCALE: 1/4 - 1 -0 � ALL MECHANICAL SIZING PERACCA LOT AREA: 19,755 SQ FT rr V 'G 'CS � � O MANUAIL"S"BASED ON LOADS ALLOWABLE SQ FT; 2100 SQ FT+9755 X 12.5%=3320 SQ FT r 0 CALCUILATED PER ACCA MANUAL"J" PROPOSED SQ FT. 3319 SQ.FT. AREA SCHEDULE Q x p v DUCT COMPLIANCE WITH MANUAL"D" C ~ NAME AREA R303.4(MECHANICAL VENTILATION. � D 1A1/�C DWELLIIING WITH W/HO UNIT MECHANICAL GARAGE AREA 339.0 s ft. PROVIDED FIRST FLOOR AREA 1985.0 s ft. q 7'-0' 7'-0" 3'-6" 3'-5" 3'-5' 2'-4" � C N VENTIUATION IN ACCORDANCE WITH SECTIODN M1507,3 SECOND FLOOR AREA 824.0 sq ft 14''0" 12'-8" 6'-6" 10'4" 6-6" TOTAL AREA 3148,0 sq ft. ,t 26'-8" 23'4" OSMOKE DETECTOR ALLOWABLE AREA 3160.0 sq ft. — 21 rIN I CARBON MONOXIDE DETECTOR 50'-01, T 0190A OCO REFER TO DWG-1 GENERAL NOTES AV IN ACCORDANCE WITH SECTION 915 OF THE 10A OF �y 2020 IFC, R314,R315 OF THE RESIDENTIAL A C CODE OF NYS ya I 47'-0" 32'-0" 18'•1" 13'-11" W F — — — — — — — — — — — — — — — — — — — I � � I z - _ -- -; W - - - - - - - - - _ _- _ - - - - - � W • N AW251 CV i L W I I I W I I Z) ' II Q II III II I w -j Q:� C-6 III I ' I' W i I'I I;I I C J > co "I co � 2'-0" II I' 2'-0" 2x10 RAFTERS (c�16"oc I � 2x10 RAFTERS @ 16"oc } — — — — — — — — — — — 4 � Y 'III ` I \�-- {3F6 PLATECEILINGOJO SOTS \ I / OF CEILING O S!W2 2X6 PLATE ONOTSJ I L w z L-I e U cV I I O z zo ° 0 I O w LL I 1i �, 00 0 \ , 2X6 FRAME WALL / U o 1'3" V) —� � cn�Ua \ � I 0 _ -� O � 0 / W I ° � \ I ` O �wW 0 cl) l- f � 0 W zg \ w 00f, � OU UNINHABITABLE ATTIC \ I � -' tY I N U WITHOUT STORAGE / Q Z g r O N \ U �s/ Uo w _, J X D U I 0 N N I \ CO Q () N / X U V I y c \ Zo O ry}�/ UNINHABITABLE ATTIC N p X E.o 1'-6" 14'-6'/�' \ ao I / WITHOUT STORAGE X N I o y m.o N ri m u o f s I 2Qd` a) L ° I 5/� EXTEND 2X6 TO SUPPORT �LLI � � / � 'mac �°, THE UNDERSIDE OF ROOF F- cn R c c RAFTERS p / � c � Nrn a ° : oa� � BEARING I W ` W I c n c '� a� om ° WALL _N C9 Q I / o I �. c ° $oN � Qo o o X J� ' N aci In 2 c `o c� `oY 2a N U o o a o in 11'-8'/a" 2'-1" o co \ , / I �? = h a H c ai"' 2 r �, 51/z" 31/2" 51/z" x N ,I, EXTEND 2X6 WALL TO SUPPORT M r n = cc N m a 3 ° r 2 N C C C y ` y 0 t I I N THE UNDERSIDE OF ROOF I rr c o o' u o w ° o f0 t iv u� I RAFTERS iv �. E c u a (uoC *,� m to -1 ° s= E :' o o w I to� � Z c `L m� os o 6 6 a� � °nEm m �ocmUa� o CD I N 2X6 FRAME WALL .1* (3)1-3/4"x 14"LVL �2F I L c c s c ° o m U to ai Er F- m E EL o o- MN ' F 13'-0" ' - - - - - \ IN BEDRIOOM#2 Ci I o _ - c7 _ - - _ _ _ - � - -; - _ - ` - _ -° _ _ - _ - _ - (1)114 - LVL RIDGE BOARD z _3 - _ - ' zo , t w / I o SEAL&INSULATE - cn x ATTIC ACCESS PER ` SECT 1102.2.4 ---------- cn U I SEE DET ON DWG-3 M 0 L O I 2'-6" __________ - UNINHABITABLE ATTIC_ ff FAN ---------- v WITH LIMITED STORAGE 0 _ U c� ' J a OPEN TO BELOW Q 0 z 0'-43/" I 3' 11/4' , [If J � U 30 X 48"ATTIC ACCESS SEA_ ____ — o L&INSULATE PER 5/s° J j� SECT.11022.4 U) U X N SEE DET ON DWG-3 w rn u- I O N F N � N I � I X N ILL. I '- - - - � I N OS DN GUARDRAIL N I I cl) N N 6)1-314"x 18"LVL FLUSH =N I I- ' O cn 16'-10Y4" o I ct Z w w = UNINHABITABLE ATTIC x O (n BEDFROOM#3 X N w 8"CLG. `li cli�, J ' WITH LIMITED STORAGE I N Q IL O I 3/4"PLYWD SUBFLOOR w w W CD I LOFT r Q —BEARING I co a I 8'CLG. o - - N I � WALL XC14 I N 2X10 RAFRS cai 16' ,2X10 RAFTERS(a� 16"OC BEARING TE I I co ICD 2x8 CEILING JOISTS ft. 16"o.c. WALL M I 10'-101'/2" 2'-1 _ 14-0" - - 3-2x10 — — 1 LINE OF WALL E3ELOW— — — — - 2x10 RAFTERS aC� 16"oc �2x10 RAFTERS 16"oc I h I V AAX231 2 o 3" 3„ N MULL I MULL 2 2x10 co I ' TW2436 TW 436 TW2436 ,2x6 COLLAR TIES alb.48"ac. Io of o � o LINE OF WAALL BELOW TW3046 -„� I I - - - - - - - - - - - — - - - - - - — — -j rA '-� o I- - - - - - - - - - - - - - - - - - - - - - - - - - - - �n irti _U W � o � M0 03 a�RM Al�C O r o 8'-1" WALL HT � 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" q3 5'-8" 26'-8' 23' 1" p �OF I✓ NE 49'-9" I ' 12 TYP.RAKE 5/4X4 ON 5/4X10 FASCIA 5/4X 8 SUB FASCIA \\ TOP OF ROOF BOARD&BATTEN SIDING \ , \ w ' \ W 12 \ r , Q 4 �.J/ J ' Lill \ z / 12 %\ \ W C) Z) / c) J ASPHALT SHINGLES \ W / 06 / \ w / 0 \ _' rY / \ ❑ ,/ \\ ILL w w / 12 / \ z w z TOP OF PLATE TOP OF PLATE - - - - - - - - - - \ z LL Lu a ry 0 ❑0 O _ w � V) z � O � � ❑ 0:� w 00 a 0 CU cn — _ TOP OF SUBFLOOR o 4 C N N — TOP OF FOUNDATION18 ° o,' a o B FINISHED GRADE 35'-8 5/32" m o a ° o ° 75'-0" a�i!n 2 c o ca w ° Y LEFT ELEVATION ' o i i I p 0 3 L or� 32 i ��•c�m s m� 0 = o f 1 L a� c '�a o 0 SCALE: 1 /41! = 1 -011 3 a@ - E �' oa N CC4 a� r_� = moo L O » L C N O V A N F- urnco � F- mEn. ° o- CL— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I — - - — - TOP OF FOOTING � 3'"f . TOP OF ROOF 12 c, 1 12 2 \ / ASPHALT SHINGLES \ 12 12 \ / 12 12 \ / 12 `\ — TOP OF PLATE \ / 12 \ Lu F- O / 12 \ N Z CV Q TYP.RAKE c .\ V_ �W J 5/4X4 ON 5/4X10 FASCIA }- > Q r Q W 5/4X 8 SUB FASCIA M \ U) / N _ BOARD&BATTEN SIDING o \` — _ TOP OF SUBFLOOR F-� TOP OF PLATE HARDIE PLANK D HORIZ.SIDING o) !; 5-1/4"AZEK WINDOW TRIM Ll CONCRETE N ►"""1 V Z U FRONT PORCH TOP OF SUBFLOOR o TOP OF FOUNDATION M v I - - - - - - - - - - 17,0 'C) bA O i FINISHED GRADE i CONCRETE Q N U STEPS I I _ O 'ate Mct I le 18'-9 19/32" , I FRONT ELEVATION 301- 011 �y ►� N��R SCALE: 1 /4" = 1 l-011 , ��°��' , ��' v •_ r R. C I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i7 — I — - - — - TOP OF FOOTING `r' QY — — — — — — — — — — — — — �Q P a j 'v I TOP OF ROOF w . / z LU ' \ w / 12 s, 7 w W / 8 12 \ Q 0� / ASPHALT SHINGLES \ 8 ` \, w ASPHALT SHINGLES \ rill 06 \ � w / \ U_ w 12 `\ J W ry 12 \� z Z U \ _ w z � TOP OF PLATE \ 0 z - - - - - - - — � 0 0 / V J O _ w0 E:]E:IEI O 0 ❑0❑ ❑0❑ � w O O 4 a w � 0 (n a e I 0 Concrete Patio with Blue Stone(or owners selection) finish.Concrete/stone Steps to Grade N TOP OF SUBFLOORo 'y - - C 0 TOP OF FOUNDATION o, m rn E o E - - - - - - - - - - - - L .0� U FIMIISHED GRADE °c'w ° N rn °,Lo 41, a) `o 1 R303.8 Exterior Stairway Illumination i i .o o n s o N a o 0 Exterior stairways shall be provided with artificial light source a ° O�' a E ,� C Y P g o � y >.o � a.�.. o I I I I I I located at the top landing of a stairway.Exterior stairways I I L: o ° m•F5.ff o c 3 providing access to a basement from the outdoor rode o o o `o L 37'4" b I I I I I p 9 9 I I level shall be provided with an artificial light source located c 0 " o.� c �� ° RIGHT ELEVATION I I I I I at the bottom of the stairway. I I BOTTOM OF L t � y FOOTING o0C oTU II 1 II II III III III III III 36"BELOW o m�a C —011 = ySCALE. 1 4 GRADE MINIMUM LUv 4 cO EnE � € . 0 fOc aEm a U °w 8 �W � Ea -I TOP OF FOOTING L — — — — — — — — — — — — — — — — - -L — — — — — — — — — — — — — — — — — — — — — — — I � — — — — � � - -- - - - - - / 3'-4" / TOP OF ROOF / 12 12 q ' ASPHALT SHINGLES \` LU \ \ o / 12 12 \ O 12 C%4 `\ W W U) / \ Q w / 12 \ ' 12 — _ _ — _ — - TOP OF PLATE \ �Hhu Lj H � O w ; \N '~ _ TOP OF SUBFLOOR H ¢ � c3 M TOP OF FOUNDATION O . 00 � O FINISHED GRADE O M C1 � � �Icx 31'.3" 18'-9 19/32" 4 BOTTOM OF FOOTING I I 36"BELOW GRADE MINIMUM REAR ELEVATION I I SCALE: 1 /4" = 11-011 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i TOP OF FOOTING — - - - L — — - - - - - - - - - — — - - — — - - — — - - - — - - - - - - - - - - — — - - - - - - - - - — � - - - - - - - - - -- - - - - I W Z N, W � Vr 1 III III Z J III III W rl----------------------------- ----------------------------�" W III III III III III 111 //'1 L , J III III W III III ^, ,,,x I III III ..L W III III III nl 2'-0" / I ul J III III III III � Q III III III III / III III a III III III III LL w III III='-- I 11 i-------------------------------------- --III III --------- ---------- W W 1 I 1----- --- W -------------- ------------------ J 0� V V • ' I I.. z V z W Z Q O zI I ' , I ; Inw LL I I W N O 0 ' J J Q O I W I I I - N I I I � � L.L� N ry W O O r � U cn I I I I I ' 1'-6" I I ' I ' , , 1 1'-6" E.N -0 C `a E ' o 0 U ° O Ics°. E Lev° � I I C CZ a m O U N C (00 •a1 c o -y o `o ' m o I C O fA 30 > 7 d.. - ----, r- O I C O U Q C tq m to y 01 n�.c ' a 0 a te; E VENTS; � c c c N o c ° o 0 o y ° o E t 2 o a 1 o m e a1 - a1 P3103.1 ROOF EXTENSION i ; u .�'.y m m N U° N OPEN VENT PIPES SHALL ' I m N _ Q u1 c m c a� o ROOF �L 4" VTR EXTEND MINIMUM6"ABOVE ; --------------------------------------- ---------------------, i L o o sc af)i o N THE ROOF OR6"ABOVE THE ---------------------' ------------------- F- ° u1 m a F- m E EL o n I- ' ' I I I I I I I ANTICIPATED SNOW ACCUMULATION. I P3103.2 FROST CLOSURE; 211 WHERE THE 97.5%VALUE FOR i OUT-SIDE DESIGN TEMP IS 0 DEG F , _____, OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS I-------------- THAN 3"IN DIAMETER. ANY INCREASE 311 IN SIZE OF THE VENT SHALL BE MADE i ------------ NOT LESS THE I FOOT INSIDE THE 1 1/2" THERMAL ENVELOPE OF THE BUILDING. ; I ; ' ---------- , , I `----------- --------------------- I ' ' ----------- ------------------- '- ----------- ; I ' 2" ------------ ----------- I ' ' 2 ND FL. I 1 , 3,1 211f1i ---------- -- ' ---------- ; ' 311 I 1 I ' --------- ' I ' ' --------, 211 211 ' I 1 I --'----- , � , I I w 2" 1 1/2" 3" 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 � O 1 ' WASHER DW o I I 2" 211 2" 211 -------- 1 � I � I ' `� -----, fw w 1STFL. QT3 LU C -U'w 311 L211 211 ; 31' 31' I I I 4" FAI ; M� 3" `--------- - --------- ------ ---------- I I I 411 --------- 77 ---- -- 7-7-7-7-1-1, -- I I 2,_0. I I I I I 1 I I I CONNECT TO ANEW V. ----------------- -------------------------- -- i SUFFOLK COUNTY DEPT. ----------------- ------ - ---------------------------- cV +� OF HEALTH APPROVED , pC'� SANITARY SYSTEM •r� U '-' PLUMBING RISER DIAGRAM iU-I U NOT TO SCALE SOLAR ENERGY SYSTEMS F--a � 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CHAPTER 23 & (R324� W oc r 1 O H SECTION P2605 SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE M v I�i 'C� 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS WITH CHAPTER 23 AND THE FIRE CODE OF NYS, ® x bj) CD MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. U PANELS SHALL BE LISTED AND LABELED PER UL 1703. ROOF PLAN SOLAR READY ZONE: _ ARP SCALE: 1/4„ - 1 -0 J � ,��,. /- IN ACCORDANCE WITH APPENDIX T 70 THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY Nye THE INTERNATIONAL FIRE CODE, ># ROOF AREA ORIENTATION SHALL BE BETWEEN 110-270 DEGREES OF TRUE NORTH, ' CONSTRUCTION DOCUMENTATION °,, Olt;,^ 10 CERTIFICATE REQUIRED PER T103.10 � �� b�y-�. 24 INSULATION SCHEDULE SHALL COMPLY WITH 2O18 IECC HERS COMPLIANCE BY MICHAEL FAUCI HERS RATER W RES CHECK DATED 6/24/24 SITE ADDRESS: z LOCATION R-VALUE THICKNESS u j LLJ FLAT CLG R-30 10-1/4" U Q FLOOR(OUTSIDE AIR) R-30 10-1/4" Z j EXTERIOR 2X6 WALLS R-21 5-1/2" LLJ Lu AIR SEAL WALLS TO PASS 3 AIR CHANGES PER HOUR ABOVE GRADE ATTIC WALLS R-21 5-1/2" W BASEMENT CEILING R-30 10-1/4" u ALL GLAZING U = .30 SCGH: .30 06 DOORS-LESS THAN 50% GLAZING U = .20 Lu DOOR-MORE THAN 50% GLAZING U = .30 SCGH: .30 _J *IF PART OR THE ENTIRE ATTIC WILL BE DECKED OVER WITH PLYWOOD, Y THE CEILING JOISTS MUST BE DEEP ENOUGH IN ORDER TO FIT THE LU BATT INSULATION SO THAT IT IS NOT COMPRESSED. IF NOT THEN L� CLG JSTS WILL HAVE TO BE BUILT UP OR UPGRADED TO THE NEXT SIZE. J UJ U OTHER SPECIFICATIONS: z Ur • WINDOWS: Us 0.30, SHGCS 0.30 Z W z • Z 100% HIGH EFFICIENCY LIGHTING (CFL'S OR LED'S) to O Z • 5 3 AIR CHANGES PER HOUR R905.1.2 ICE BARRIERS; • Z ALL ENERGY STAR APPLIANCES W u- SELF-ADHERED POLYMER MODIFIED W ry O BITUMEN SHEET USED IN NT AND PLACE OF NORMAL UNDERLAYME R403.6 MECHANICAL VENTILATION SHALL BE PROVIDED THAT If O W CONTINUOUS RIDGE VENT EXTEND FROM THE LOWEST EDGES OF MEETS THE REQUIREMENTS OF SECTION M 1507 O 0 c/) z F— ALL ROOF SURFACES TO A POINT NOT -3/4'X 14"LVL RIDGE BOARD LESS THAN 24 INCHES INSIDE THE O C)e Lrf EXTERIOR WALL LINE OF THE BUILDING. MECHANICAL VENTILATION: 12 ON ROOFS WITH SLOPE EQUAL OR GREATER Ce uj 0 O Z THAN 8/12,THE ICE BARRIER SHALL ALSO BE MECHANICAL VENTILATION 150 CFM ***MUST USE 6" HARD PIPE*** 8 APPLIED NOT LESS THAN 36"MEASURED ALONG PANASONIC WHISPERGREEN BATH FAN MODEL# FV 0511 VKS2 THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING 12 12 R403.7 HEATING AND COOLING EQUIPMENT SHALL BE y 4 2x6 Cr @ 48"oc SIZED IN ACCORDANCE WITH ACCA MANUAL J BY A m E ° "- c n 8 CERTIFIED THIRD PARTY RATER. .0 E. W'CL RAFTER/CEILING JOIST HEEL a o m 3 0 aa) �. KNEE WALL JOINT CONNECTION c y c a J' c w SHALL BE NAILED d'a u 8- u ° i i TOGETHER IN ACCORDANCE 8 y 2 3 12 WITH TABLE R802,5.2 TYPICAL ROOF CONSTRUCTION CLASS AASPHALT ROOF SHINGLES W/ cn._° _ WITH SIMPSON H2AAT EACH 0 a°� " o.- c c" a;-: a TOP OF PLATE _ _ _ _ _ SEE DWG-1 FOR TABLE Y- o 12 RAFTER TO STUD. FASTENERS PER MANUFACTURERS SPECIFICATION t= - N LED(GER FASTENED TO WALL STUDS FLUSH LVL -30 BATT w a� o a U °c m INSULATION AND R905 OF THE NYS CODE. _ °¢ ; 6;, 'o w m w/ ( )SIMPSON 1/4"SDS WOOD SCREWS r 2 2,2 z= E °' 0 n AT EACH STUD R 21 BATT ® ® ® UNDERLAYMENT AS PER SECTION R905.1.1 & °._ N s r H = c, RAFTER FASTENED TO LEDGER w/ INSULATION ' `°ti Z;E� ¢ a c�' c m ° R 21 BATT INSTALLED PER TABLE R905.1.1(1) �, a m E m m ° g w N (3)110-d EA.RAFTER&SIMPSON A35 ICE & WATER BARRIER AS PER SECTION R905.1.2 ° ' L ` ° °@ EAACH JOIST. INSULATION D UNINHPABITABLE ATTIC H o w m a F- �a E a c c a � WITH LLIMITED STORAGE LOFT 12 (NOTE: DOUBLE UNDERLAYMENT IS REQUIRED FOR ROOF SLOPES BETWEEN 2 ON 12 AND 4 ON 12) UNINHABITABLE PORCH ATTIC FRAMING AS PER PLANS WITH 1/2" EXTERIOR GRADE WITH NO STORAGE 12 4 LUSH LVL SPAN RATED STRUCTURAL PLYWOOD OR OSB SHEATHING, TOP OF SUBFLOOR R-30 BATT RAMING O DANCE FASTENER TOP OF PLATE INSULATION SCHEDULES & STRAPPING PER DETAIL SHEET(S). -" R-21 BATT FLASHING PER R905.2.8 INSULATION TYPICAL SOFFIT CONSTRUCTION. WRAP HEADER IN %MP HEADER IN ICE AND WATER SHIELD 4"AZEK BEADED AZEK BOARDS AZEK BOARDS ® ® o ® ® PORCH SOFFIT ON 514 X 4 ON 4/4X10 HARDIE TRIM 4"AZEK BEADED GREAT FURRING STRIPS 2X SUBFASCIA WITH 2X4 LOOKOUTS c71 PORCH SOFFIT ON ROOM °' FURRING STRIPS AT 24" O.C. W/VENTED HARDIESOFFIT ENGINEERED REAR PORCH TYPICAL EXTERIOR WALL R NT PORCH FLOOR 2X6 DOUG-FIR WOOD STUDS @ 16" OC. JOIST DOUBLE TOP PLATE AND SINGLE SOLE PLATE. N 2x12 FLOOR JOISTS TOP OF SUBFLOOR 1/2„ EXTERIOR GRADE - SPAN RATED - — - — - — — - — - CONTINUOUS STRUCTURAL PLYWOOD SHEATHING. TOP OF TION FOUNDA _ — _ — _ FASTENED PER FASTENER SCHEDULE. w TYVEC HOUSE WRAP OR EQUAL. H 6 R-30 GATT 'S •' � INSULATION `a� s: VINYL OR WOOD SIDING AS PER CLIENTS SELECTION N z a INSTALLED PER MANUF SPECS AND NYS CODE. N o CD CONT. LOAD PATH STRAPPING INSTALLED IN ACCORDANCE WITH DRAWINGS. PROVIDE FIRE BLOCKING IN ACCORDANCE °� d, UNFINISHED ell °� }, cn BASEMENT DRAF STOPP NG PER R302.1 & R302.12.1 c/ �'° 4"CONC. FLOOR OVER TYPICAL FLOOR CONSTRUCTION d, 6 MIL POLY MOISTURE BARRIER a,' 3/4" PLYWOOD SPAN RATED SUBFLOOR, "CLEAN GRANULAR FILL . Z :a :a : GLUED AND NAILED IN TOP OF FOOTING_ _ _ _ _ .. ;c H ACCORDANCE WITH THE FASTENER SCHEDULE. �'' �'' FLOOR JOISTS AND BRIDGING AS PER CODE. H TYPICAL FOUNDATION CONSTRUCTION IN ACCORDANCE WITH CHAPTER 4 SECTION - A 3000 PSI AIR ENTRAINED CAST-IN-PLACE CONCRETE WALL ON CAST-IN-PLACE CONCRETE WALL FOOTING PER R403. REFER TO FOUNDATION PLAN FOR FOOTING SIZE & p`d SCALE: 1 /4" - 1 '-Ofl THICKNESS. CONCRETE HORIZONTALAND VERTICAL U REINFORCEMENT PER CHAPTER 4. & GEN NOTE #6. PROVIDE FIRE BLOCKING IN DAMPROOFING PER R406. 2X6 APPROVED w " U ACCORDANCE WITH R3 TREATED SILL PLATE, SILL SEAL AND TERMITE SHIELD PER N H � OF THE RESIDENTAIL CODE.ODE. SECTION R318. ANCHOR BOLTS PER FOUNDATION PLAN •> AND R403.1.6 W : cM 0 INTERIOR WALL FINISH PROVIDE 1/2" GYPSUM WALL BOARD ON CEILINGS AND WALLS EXCEPT BASEMENT WALLS & CLGS - UNLESS NOTED. MIN 1/2" MOISTURE RESISTANT WALL BOARD ON f CEILING AND ALL WALLS IN BATHROOMS (HUMID AREAS) pSD AR AND 5/8" CEMENT BOARD ON WALLS AND CEILINGS IN WET AREAS. < � PROVIDE 5/8" FIRE RATED GYPSUM WALL BOARD ON WALLS AND CEILING LOCATED AS PER CODE, MANUFACTURERS REQUIREMENTS AND DRAWINGS. r° t 10 TYPICAL ROOF CONSTRUCTION Class AAsphalt Roof Shingleis w/ CONTINUOUS RIDGE VENT fasteners per manufacturers:specification TYPICAL ROOF CONSTRUCTION R802.4.6 COLLAR TIES and R905 OF THE NYS CODIE. 1-3/4'X 14"LVL RIDGE BOARD SHALL BE NAILED with 4-10d Underlayment as per section R905.1,1 & CLASS AASPHALT ROOF SHINGLES W/ BOX NAILS IN ACCORDANCE installed per Table R905.1.1(11) FASTENERS PER MANUFACTURERS SPECIFICATION WITH FASTENING SCHEDULE Ice&Water barrier as per secction R905,1.2 AND R905 OF THE NYS CODE. (Note: Double underlayment its required UNDERLAYMENTAS PER SECTION R905.1.1 & for Roof slopes between 2 oni 12 and 4 on 12) Framing As per plans with 1/22"exterior grade INSTALLED PER TABLE R905.1.1(1) W span rated structural plywoodl or OSB Sheathing, ICE &WATER BARRIER AS PER SECTION R905.1.2 12 Nail to framing in accordance;Fastener (NOTE: DOUBLE UNDERLAYMENT IS REQUIRED Schedules&Strapping per deetail sheet(s). FOR ROOF SLOPES BETWEEN 2 ON 12 AND 4 ON 12) W g 2x6 CT @ 48"oc Flashing per R905.2.8 FRAMING AS PER PLANS WITH 1/2" EXTERIOR GRADE Uj SPAN RATED STRUCTURAL PLYWOOD OR OSB SHEATHING, U Q NAIL TO FRAMING IN ACCORDANCE FASTENER J SCHEDULES & STRAPPING PER DETAIL SHEET(S). z W 12 FLASHING PER R905.2.8 LU 0 TYPICAL SOFFIT CONSTRUCTION. ICE AND WATER SHIELD W J 5/4 X 4 ON 4/4X10 HARDIE TRIM06 2X SUBFASCIA WITH 2X4 LOOKOUTS LLl 802.5.2.1 LAPPED JOIST AT 24" O.C. W/VENTED HARDIESOFFIT R-21 BATT LAPPED NOT LESS THAN 3". >J INSULATION SHALL BE NAILED 16d UNINHABITABLE ATTIC COMMON NAILS IN ACCORDANCE RAFTER/CEILING JOIST HEEL TYPICAL EXTERIOR WALL f1 JOINT CONNECTION ao WITH LIMITED STORAGE WITH TABLE R802.5.2 ON DWG 1 SHALL BE NAILEDr 2X6 DOUG-FIR WOOD STUDS @ 16" OC. OGETHER IN ACCORDANCE CID DOUBLE TOP PLATE AND SINGLE SOLE PLATE. lllnfi she 2n FI or WITH TABLE R802.5.2 1/2" EXTERIOR GRADE- SPAN RATED L�J_ W for a nl (SEE DWG-1 FOR TABLE) 12 CONTINUOUS STRUCTURAL PLYWOOD SHEATHING. LU g y ENGINEERED R-30 BATT WITH SIMPSON H2AAT EACH CEILING ENGINEERED ILINGINSULATION RAFTER TO STUD. FASTENED PER FASTENER SCHEDULE. LU LU 12 JOISTS JOISTS 12 Cl TYVEC HOUSE WRAP OR EQUAL. n r 1 U AJI 11 11 11 VINYL OR WOOD SIDING AS PER CLIENTS SELECTION lJ �..1 INSTALLED PER MANUF SPECS AND NYS CODE. 7 (D 12-7 _ — _ — CONT. LOAD PATH STRAPPING INSTALLED IN ACCORDANCE z Uj Z_ — _ — _ WITH DRAWINGS. PROVIDE FIRE BLOCKING IN ACCORDANCE C) Cl Z WITH R302.11 & R302.11.1 AND 3)1-3/4"x 14"LVL DRAFTSTOPPING PER R302.12 & R302.12.1 UjLL Q ENGINEERED FLOOR GARAGE TYPICAL FLOOR CONSTRUCTION —j JOISTS DWELLING GARAGE ® SEPARATION IN 3/4" PLYWOOD SPAN RATED SUBFLOOR, O W ACCORDANCE WITH TABLE R3o2.6 GLUED AND NAILED IN SEE DWG 1 PORTABLE KITCHEN ACCORDANCE WITH THE FASTENER SCHEDULE. C) Z INSULATE WALLS FLOOR JOISTS AND BRIDGING AS PER CODE. O tY COMMON WITH LIVING Ill LU 00 TYPICAL U) AREA. 2X12 FLOOR TYP.EXT IN ACCORDANCE WIDTH CHAPTER 4TION PROVIDE:HEAT JOISTS WALL 3000 PSI AIR ENTRAINED CAST-IN-PLACE CONCRETE DETECTOR PER II DETECTOR WALL ON CAST-IN-PLACE CONCRETE WALL FOOTING PER — - - - — - — - — - — R403. REFER TO FOUNDATION PLAN FOR FOOTING SIZE & N o THICKNESS. CONCRETE HORIZONTAL AND VERTICAL o o �.n w. w REINFORCEMENT PER CHAPTER 4. & GEN NOTE #6. o a`L ;Q ;d R-30 BATT w r o • DAMPROOFING PER R406. 2X6 APPROVED E 13 E ° >✓ b, b. INSULATION e, TREATED SILL PLATE, SILL SEALAND TERMITE SHIELD PER o ._ ° o SECTION R318.ANCHOR BOLTS PER FOUNDATION PLAN = z a o = y O O L O O N a� co � o � m o ' AND R403.1.6 =� " Can, _ •�� ° TYP. ° .. 0 • FOUNDATION a� o o ° o o 0 - c�°- - N Y UNFINISHED CONST. a fD = n' yY m w o INTERIOR WALL FINISH N BASEMENT ! _ . _ _ _ 3 $ a) !; N L N 0 3 t N._ .� PROVIDE 1/2 GYPSUM WALL BOARD ON CEILINGS - °t ° a - „�t • • • O O V O C L O'.• AND WALLS EXCEPT BASEMENT WALLS & CLGS - UNLESS NOTED. MIN 1/2" MOISTURE RESISTANT WALL BOARD ON y N = _ n O " `- - CEILING AND ALL WALLS IN BATHROOMS (HUMID AREAS) _ ° ° 5 a r - a T ° AND 5/8" CEMENT BOARD ON WALLS AND CEILINGS IN WETAREAS. L U•L ro a _— C U N • • TYP.BASEMENT SLAB PROVIDE 5/8" FIRE RATED GYPSUM WALL BOARD ON WALLS .z Q r a r n E m o- •c •c , •c — — _ — _ — — AND CEILING LOCATED AS PER CODE, MANUFACTURERS N a o a •�M •,h •eh REQUIREMENTS AND DRAWINGS. R905.1,2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF N1102.2.3(R402.2.3)EAVE BAFFLE ONTINUOUS RIDGE VENT NORMAL UNDERLAYMENT AND FOR AIR-PERMEABLE INSULATIONS EXTEND FROM THE LOWEST EDGES OF IN VENTED ATTICS,A BAFFLE SHALL BIE INSTALLED ADJACENT TO SOFFIT AND} RIDGE BOARD ALL ROOF SURFACES TO A POINT NOT EAVE VENTS. BAFFLES SHALL MAINTAINLESS THAN 24 INCHES INSIDE THE SECTION C AN OPENING EQUAL OR GREATER THAN EXTERIOR WALL LINE OF THE BUILDING. THE SIZE OF THE VENT. THE BAFFLE ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALLALSO BE SHALL EXTEND OVER THE TOP APPLIED NOT LESS THAN 36"MEASURED ALONG SCALE: 1 /4" — '_011 OF THE ATTIC INSULATION. THE ROOF SLOPE FROM THE EAVE EDGE OF THE RAFTER/CEILING JOIST HEEL R802.4.6 COLLAR TIES BUILDING R302.13 FIRE PROTECTION OF FLOORS: JOINT CONNECTION SHALL BE NAILED with 4-1 Od PROVIDE 1/2"GYPSUM BOARD ON ENTIRE SHALL BE NAILED BOX NAILS IN ACCORDANCE CEILING ABOVE BASEMENT ATTACHED TOGETHER IN ACCORDANCE WITH FASTENING SCHEDULE TO THE UNDERSIDE OF THE JOISTS. WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) 12 12 WITH SIMPSON H2AAT EACH RAFTER TO STUD. 12 2x6 CT @ 48"cc 12 RAFTER/CEILING JOIST HEEL LU TOP OF F PLATE_ JOINT CONNECTION SHALL BE NAILED - 0 TOGETHER IN ACCORDANCE rn d WITH TABLE R802.5.2 30°x48 ATTIC ACCESS N Z SEAL&INSULATE PER (SEE DWG-1 FOR TABLE) SECT.1102.2.4 WITH SIMPSON H2AAT EACH ENGINEERED SEE DET ON DWG-3 N Q RAFTER TO STUD. FLOOR LLJ JOISTS 3/4"PLYWOOD SUBFLOOR } ; J _ Q R-30 BATT co INSULATION co INSULATION O.H. GARAGE ® ® DWELLING GARAGE M� TOP OF SUBFLOOR SEPARATION IN R 21 GATT ACCORDANCE WITH �•/ FOUNDATION INSULATION TABLE R302.6 h —TOP OF FO O _ — _ _ — SEE DWG-1 FOR TABLE � `✓ INSULATE WALLS ~ COMMON WITH LIVING AREA, PROVIDE:HEAT r� DETECTOR PER R314.2.1 ►�! �'''I co TYP.GARAGE SLAB ( , a CO) PITCH TO DOORS '� �Tv� •• r r •v r .v • •r r .v v ,v , Q •• d• r, M��-•li � —TOP OF FOOTING a;' TYP. °: c FOUNDATION .' /y/ O M Ct b, CONST. yi d Rf+n ;A SECTION B •• ,. amity�,: .3 1*1 01 SCALE: 1 /4" _ 1 �_011 � ;SOP , •,�` r I 0 U QI m W 15'-0" 28'-3Yz" 4'-0" LU I z UJ 2'-10 7/ 6" I"I"I 2'-9 7116" TZC1- 7/16 10 2'-10 7/16" U Q N N Z J WN °0 ( m CS-WSP S-WSP CS-WSP CS-W, Q ry 4'.0" 20'-5Y." 4'-0" a iv Q I ,�( ti W J v rNi U N LL W W �- So BWL 1-1 - - - - - - - -- - - - - - - - CS-PF - - - - - - - - - - -- - csPF - - - - -- - - - - - - - - - - � - - - - - - BWL1-1 u- W J w 0� I I I V BWL 2-1 , i U � GB METHOD Z w z TABLE R602.10.4 j N GB METHOD _ 7"O.C.AT PANEL EDGES Q O TABLE R602.10.4 INCLUDING TOP AND Ch o - "J z M 7"O.C.AT PANEL EDGES ---------- '' M BOTTOM PLATES,7"IN FIELD rn ALL HORIZONTAL JOINTS w 1 (- INCLUDING TOP AND BLOCKED AND W 0 0 BOTTOM PLATES,7"IN FIELD CD ( J ALL HORIZONTAL JOINTS ---------- U) 3'-6'/" 4'-10Y<<" CD AS PER DETOAILN2 ON DWG 2 BLOCKED AND co FRAMING CONNECTIONS ---- W Cl) 0 = AS PER DETAIL 2 ON DWG 2 _---____-- C� M V) Z F _ -- LL ---------- I O I - � � w U c� ---------- ` In 0 4'-0" Z'-0 7/16" a, BWL 1-2 \/ -_________ I _ _ - _ -_ - _ - _ - - _ - J E.o 6 c m g E o a �� E U.9N C O o `o o c t o o > C? ccZ a� m Cl) GB METHOD v a� y rn a 4 TABLE R602.10.4 _ � 7"O.C.AT PANEL EDGES C U C C " INCLUDINGTOPAND "? ---------- a u U �l tV C � 7 nl-c u, 0 3 L c•E� 3 0 BOTTOM PLATES,7"IN FIELD m•- c o m:5 -- ----------- o• o c 3 ALL HORIZONTAL JOINTS BLOCKED AND -- - - -- c(�- o s o a r FRAMING CONNECTIONS ► N y y "y o m o GB � � " o� cna�iw� Nrn AS PER DETAIL 2 ON DWG 2 iv 00 -- t a '_ = N mo o oE`o L_ - r M __________ ( U O D- U Q-C �'t +O+ O C -p .O-� c N U - N in c7 14'-9Y," `:n rn E c U y BWL 2-2 0 BO L c o E m m o a@i o Z-E, s yv c - - - - - - - - - --- - - - - - BWL - - - - - -- - - - - - - - - - - - - -rt- - --------- `� I- coy Ci m m I- m E n'=o c I - - - - - - - - - - BWL 1-3 -- - - - - -- - - T - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IL 6' 11'/," N N c o , GB \ ------ 4 ca � �a U CS-WSP CS-WSP MI - -- r' N U iv GB LL _ _ � a CS-WSP CS-WSP Ll U iv I I I S-01/," 3'-0 9/32" 3'-0 7/32" 3'-5 25132" M (2 0 co GB METHOD,) i ~ TABLE R602.10.4 w z 7"O.C.AT PANEL EDGES i i u=i U Q ni 4'-0" 20'-5Y�^ 4'-0" o o INCLUDING TOP AND C� N, I BOTTOM PLATES,7"IN FIELD WQ M co ALL HORIZONTAL JOINTS ; p K o of NBLOCKED AND Z J Q D v FRAMING CONNECTIONS LD v LL AS PER DETAIL 2 ON DWG 2 p BWL 1-4 BWL 1-4 zUd 2ND FLOOR WALL BRACING PLAN - - - - �- - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - � - - - - - - - - -- - - - - SCALE: 1/4" = 1'-0" n. a. o U q a N U U- U V - O CS-WSP CS-WSP CS-WSP' Z BRACED WALL PANEL.a S-3'/4" N 6 Q PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 1-D 2-1 2-2 2-A 2-B 103'-3Y1' W W TABLE R602.10.4 paige 185 BRACING METHOD CS-WSP GB GB CS-WSP CS-WSP CS-WSP GB CS-WSP GB CS-WSP GB CS-WSP Q W < BRACE WALL LINE SPACING(FT).b 29.66 17.3 21 13.5 28.25 16.58 28.25 15 23.16 23.16 20.5 20.5 2 U) TABLE R602.10.5 paige 187 MINIMUM PANEL LENGTH(inches) 27" 48" 48" 27" 27" 27" 48" 27" 48" 24" 48" 24" TABLE R602.10.3(1)Paige 180 REQUIRED BRACING LENGTH(FT) 11.5 14.8 17 8.5 11 7 23 8.5 9.5 5 8,5 4.05 I I I TABLE R602.10.3(2)Paige 181 WIND ADJUSMENT FACTORS a,b,c r (� BRACING METHOD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 ® CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL 4-0 8'•53/4" 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 DETAIL #1 ON DWG-2 3. WALL HEIGHT .95 .95 .95 1 .95 1 .95 .95 ,9 ,9 .9 .9 ® CS-P F CONTINUOUS SHEATHING T� PORTAL FRAME 4'-0" 15'-0" 11'-8" 16'-7" 4'-0" 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1 1 1 1 DETAIL 43,DWG-2 U m Q C 5. ADDITIONAL 8001b HOEDOWN DEVICE GB GYPSUM BOARD U ~ 6. GYPSUM BOARD OMITTED BRACED WALL NOTES_ m m m m REFER TO DETAILS ON DWG-2 (� V 7. GYPSUM BOARD FASTENING .7 ,7 .7 FOR HOLDOWNS,STRAPPING,BRACED C-, r- WALL DIAGRAMS AND DWG-1 In ci 8. HORIZONTAL BLOCKING IS OMITTED FOR NAILING SCHEDULE. ALL i ^ M WALL PANELS SHALL BE FULL-HEIGHT 1ST FLOOR WALL BRACING PLAN_ SECTIONS OF WALL WITH NO VERTICALL RESULT REQUIRED BRACED WALL LENGTH (FT) 15.9 14.2 16.5 12 15 10.2 22 12 9.0 4.5 8 4 BWL OR HORIZONTAL OFFSETS. CC SCALE: 1/4" - 1'-0" �i`� x � TABLE R602.10,5 page: 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 6 6 - - - - BRACE WALL LINE e� O ct AT BRACE WALLS PER PLAN BRACING LENGTH PROVIDED (FT) 17.2 14.3 D 23 17.25 24 32 22 16 12 24 12 AS INDICATED; / t PROVIDE HORIZONTAL {� p� 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) BLOCKING ATALL v a � COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE:R602.10.5 PLYWOOD SEAMS.SEE 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R6602.10.7 ALSO DETAIL 1 ON PAGE 2 " 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WVALL LINE a.Linear interpolation shalill be permitted SHALL BE OFFSET NOT MORE THAN 4 FEET. b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, S. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS CIF WALL the average dimension shall be permitted to be Used for braced wall line spacing. THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETSS. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROLvU1 EACH Iry ABBREVIATIONS; BWL.=BRACED WALL LINE, END OF A BRACED WALL LINE �' �• a-� "PT" ABBREVIATIONS; BWI=BRACED WALL, 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WAALL 1 PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGGURE CS--WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL R602.10.2.2 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION I