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HomeMy WebLinkAbout45997-Z Town of Southold 7/14/2022 4 P.O.Box 1179 o - 53095 Main Rd AS Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43252 Date: 7/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 400 Youngs Rd., Orient SCTM#: 473889 Sec/Block/Lot: 18.-2-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/3/2021 pursuant to which Building Permit No. 45997 dated 3/30/2021 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 ding with unfinished basement, covered front and side porches,rear raised slate patio,rear covered entry and second floor balcony as applied for. The certificate is issued to Baruh,Dogan&Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1258 7/13/2022 ELECTRICAL CERTIFICATE NO. 45997 6/13/2022 PLUMBERS CERTIFICATION DATED 4/20/2022 J h AdonejQ r Outor' a Signature o�Su�fait( TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY X BUILDING PERMIT t (THIS PERMIT MUSTBE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45997 Date: 3/30/2021 Permission is hereby granted to: Gloria, Robert 805 Roanoke Ave Riverhead, NY 11901 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 400 Youngs Rd., Orient SCTM # 473889 Sec/Block/Lot# 18.-2-19 Pursuant to application dated 3/3/2021 and approved by the Building Inspector. To expire on 9/29/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,513.60 CO-NEW DWELLING $50.00 Total: $2,563.60 B ing Inspector k oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 Qa �y�OUNT`l,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dogan Baruh Address: 400 Youngs Rd city,Orient st: NY zip: 11957 Building Permit#: 45997 section: 18 Block: 2 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Elec. Serv. Inc. License No: 50592 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 96 Ceiling Fixtures 17 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 34 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 83 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 0' Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches g7 4'LED 7 Exit Fixtures 11 Pump Other Equipment: Gas FP, Fridge, Mini Fridge, Oven, Dw, Hood, W/D, 200A Panel 42 Circuit/ 39Used Notes: New Two Story P June 13, 2022 Inspector Signature: Date: S.Devlin-Cert Electrical Compliance Form � d Town Hall Amex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P_0-sox 1179 Southold,NY 11971-0959 BUuDINGDEPARTMENT JUL 14 2022 TOWN OF SOUTH01M BUILDING DEPT. TOWN OFSOUTHOLD CERTIFICATION Date: 20 22 Building Permit No. Owner. D&G tEN -4- VAr2Ej.l Z-2,,,d (Please print) Plumber.. �° 5 C Q� °r2� ��>D J �b 7L - (Please (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this q h day of_ 20 as Notary Public, County LAUREN ANCHOR NOTARY PUBLIC-STATE OF NEW YORK No.01 AN6373556 Qualified in Queens County Ay Commission Expires 04-09-202a� -2 OF SOUIyo f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ UNDATION 1ST ROUGH PL13G. [I/FOUNDATION 2ND [ ]_ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-&-CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1 [ ] PRE C/O REMARKS: Oy- art- +� DATE INSPECTOR (ynv I # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o 765`1802 INS-PECPON = [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACEAA-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM KS: W %&0 VA C-, � 0. Wvi V SLl • r DATE INSPECTOR r. "Of SOUryO� `� . 00 V6 v # TOWN OF OUTHOLID BUILDING DEP 765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ = ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [° ]. FIRE RESISTANT PENETRATION rl ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: :!Ba--,r-td Wall r,)o �p �ba ven DATE i6l 6-1 ?/I INSPECTOR .� a0F50UTy�lo - * # TOWN OF SOUTHOLD BUILDING DEPT: `ycouim '' 765.1802 INSPEC 1-ON J. ] FOUNDATION IST [ OUGH 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 REMARKS: O Rza C-dua4-rz d �v IAA,o M(Js DATE 0 INSPECTOR OF SO(/Tyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARK : na o4_cko�(" DATE [70)oINSPECTOR , SOUT -s 0t 7 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] IPRE C/O [ ] RENTAL REMARKS: t'[ �'✓�� m in,cam/ <f�e rG 1 Ck DATE At7 hl INSPECTOR �aOF 50UlyO * * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: f vv*- vvvtw V&� (OAk A or t)p/ c V DATE 10141 INSPECTOR V"./Joir `Energy Testing s; Se.rvoces E JUL 1 � 2022 BUILDINU UCS c A ril 22, 2022 'TOWN OF SOUTHOLD Town of Southold Town Hall Annex Building =Y 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 400 Youngs Road Orient Point, NY 11957 As the Town of Southold requested, E_n'ergy;Testing Services was retained by JNS Contracting to perform a Blower Door and Duct Blaster tests bt'fhe*,above address.-We1ound the leakage rate for the Blower Door to be 1296CFM 50Pa a ualhto�2,."3'4CH:` 50`P,a •Ttie.:leA urate for the basement HVAC @ q @:. : g system is 56 CFM @ 2513a. and the atticHVA°@'system's leakage rate is 49 CFM @ 2513a. This house meets compliance by leaking less than•`th6amaximuMl.requirement of 3 ACH @ 5013a.The HVAC systems are both leaking less than the maxim umm:re.quirement,of 4%of conditioned square footage. If you have any questions, please do:not lesitate..to contact=us: Thank you. Michael Fauci (RTIN: 8619824) HERS Rater , . .,' Ftp• , :.. Energy Testing-Services 1648 LoQ."Ave:;Suite aE;,Bohemia;NY 11716 Offce<(.631�);244=2627:/Cellt.(631)405-9890 Fr.R SCHEP%"1,1N(; ENERGY TESTING SERVICES >D S ID ING Work Order �I al r$� - —2 lDate: Pri la - Technician: P. Time Arrived at Job: Customer Name: �,� " C/jTime Left Job: Project Address: Corm Phone Number: -=CC? Email: � n Email: cc�e,C��5devE�u�Ni�-;� , c c�M OUJn p� 5�� o Dr ■ 7 D O■ B O B Y®!O.G■■■■■■Y■■■■■■■■■■■■■■4■■9• ■■■O■i G■9 7■a■■■1■■■■■■4■■■i■■■■■■■Y■■■0■■ Work To Be Performed: E CE 111 ® BS: Energy Audit JUL 4 UZIEWILDINGDEP Thermal Bypass Checklist TOWN OF SOUTH .Ll � Final Test Out ji h,�+ h 4 rrW,e W ®. Blower Door -- — — — 1�a�e.rn.errE Duct Blaster +4 IG Site Visit ' GiK — Attic Hatch Cover Installed ' 3`D g Ise COMB USTION SAFETY TEST D1(' JUL 14 2022 HEATING: BUILDING Ucr`I. DOWNSTAIRS: UPSTAIRS: TOWN OF SOUTHOLD Boiler-F ac Boiler-19 MAKE:.-- MODEL# MAKE:___MODEL#_� � . Oil_Ares J LPG—Geothermal Oil— —LPG—Geothermal Atmospheric—Power Vented—S ale Atmospheric—Power Vented BASE LINE: SPILLAGE:Pass-Fail WORST CASE: CO PPM: DRAFT: DIFFERENCE: STACK TEMP: AFUF, DOE INPUT OUIPUT Net IBR HOT WATER.HEATER: MAKE: MODEL# Electric—Indirect Stand Alone _sTOVE-Free Standing Range—Range And Oven Combo VENTED OUTSIDF& No MADE: MODEL#: BURNER PPM: Right Rear Right Front Left Rear Left front Oven . VENTING: Indirect—AtmosphericDraft -Power Yented—Sealed Combustion BASE LINE# SPILLAGE: PASS FAIL BTU'S WORST CASE#: -CO PPM: DRAFT: GALLONS DIFFERENCE: STACK TEMP: VENTILATION: ERV: Make Model: CFM: FRONT DOOR TYPE EMENT DOOR TYPE ATTIC•ACCESS:Pull-Down— eiling H ch—Knee Wall Hatch INSULATION: JOB: DATE:_TESTER.: DUTSID—E TES': INSIDE TEMP: OUTSIDE ORIENTATION© S E HO0 USE FUEL TYpE: at as–Oil–LPG_Geothermal BEDROOMS:I-2-3'-95-6-7-8 BLOWER DOOR: 4 CFM 50 DUCT BLASTER–UP�{P DOWNS ENERGY STAR BAT$FAN: Make: G Model: CFM: O REFRIGERATORS: MAKE: MODEI;# D SideBySide–Bottom"ountFreezer-TopFreezer–SidgBYSide With Bottom Freezer ENERGY STAR FACTOR kWh/y .DTSIE[WASHER; MAKE. MODEL# (((. ENERGY STAR FACTOR:- HMI—ER ACTORWASHER.AND DRYER: WASHERMAKE: WASHER MODEL: 05 tC C3411 A-) DRYER MAKE: MODEL: C 10 as Electric ATTIC AJR HANDLER: Hydro/Air–A MAKE: MODEL#: 91?d 7A-06Ol31-9'1n 'P ATTIC CONDENSOR �3 L I S R/h MAKE: MODEL#: 0` ✓ SEER RATING: BASEMENT AIR HANDLER:HydroMir–,4 Qtly Gc ;y� MAKE: MODEL#: BASEN[ENT•CONDENSOR: MAKE: MODEL#: � ( [� 1 • SEER RATING: T 4 JNS Development 400 Youngs Road Orient HVAC Load Calculations for JNS Development 256 Route 25A Wading River, NY 11792 RXI"2221VACHVAC LoAos Prepared By: Robert B Delfino . Energy Testing Services LLC. 1648 Locust Ave Unit A Bohemia, New York 11716 1-631-244-2627 Sunday, February 21,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial`HVAC-Loads _w. v' w --Elite Software Development;Inc. Energy TeStinq.ServiS D ces LLC. JNevelopment 400_Youngs_Road.Orienf Bohemia.NY-11716 _ �- Page 2 Pro.. . Re 'orf General,Pro ect Information Project Title: JNS Development 400 Youngs Road Orient Project Date: 2021-21-21 Client Name: JNS Development Client Address: 256 Route 25A Client City: Wading River, NY 11792 Company Name: Energy Testing Services LLC. Company Representative: Robert B Delfino Company Address: 1648 Locust Ave Unit A Company City: Bohemia, New York 11716 Company Phone: 1-631-244-2627 Company E-Mail Address: r.b.delfino@energytestingservices.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 10 ft. Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rgym Rel.Hurn Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi' ures Total Building Supply CFM: 1,814 CFM Per Square ft.: 0.563 Square ft. of Room Area: 3,224 Square ft. Per Ton: 819 Volume (ft3): 31,967 Buildin ,Loads Total Heating Required Including Ventilation Air: 52,183 Btuh 52.183 MBH Total Sensible Gain: 41,562 Btuh 88 % Total Latent Gain: 5,672 Btuh 12 % Total Cooling Required Including Ventilation Air: 47,234 Btuh 3.94 Tons(Based On Sensible+ Latent) Notes. Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. s C:\...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February,21, 2021, 9:03 PM Rhvac Residential&Light Commercial HVAC Loads ,Elite Software Development,Inc: Energy Testing_ServiceslCC__._ ._,_y��> _ ��JNS_Development_400 Youngs Road Onent Bohemia NY_11716 Page 3 Miscellanecus'Re ort.=' [System 1'Sys 1 Outdoor Outdoor Outdoor :: . 16tloor Indoor=" Grains` InputData Dry Bulb Wet Bulb ReLHumRel.Hum 'D Bulb "Difference. Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.07 ;System 2 Sys 2=:x - Outdoor Outdoor Outdoor Indoor Intloor Grains In ut Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D1y_Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.07 Ductsizin' h-P Ott, Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air-Data _ Winter Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr 69 CFM 37 CFM Infiltration Actual: 0.087 AC/hr 0.000 AC/hr Above Grade Volume: X 31.967 Cu.ft. X 31,967 Cu.ft. 2,788 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 46 CFM 0 CFM Total Building Ventilation: 150 CFM 150 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.80 = (1.10 X 1.000 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.44 = (0.68 X 1.000 X 30.07 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.98 = (1.10 X 1.000 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(40 CFM), Construction: Tight Summer Infiltration Specified: 0.070 AC/hr(22 CFM), Construction: Tight ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.80 = (1.10 X 1.000 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.44 = (0.68 X 1.000 X 30.07 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.98 = (1.10 X 1.000 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(29 CFM), Construction: Tight Summer Infiltration Specified: 0.070 AC/hr(16 CFM), Construction: Tight <Duct Load Factor-Scenarios for System 1 A Attic Duct Duct Surface From N _o. T e Description &Location CeilingLeakage. Insulation Area MDQ 1 Supply Basement - 0.04 8 498 No 1 Return Basement - 0.04 8 92 No Duct Coad Factor Scenarios for System 2 u Attic Duct.' Duct .} Surface `'From �.No. lat eDescri tion .e Location Ceilin Leaka a Insuion Area MDD 1 Supply Attic 16B 0.04 8 373 No 1 Return Attic 16B 0.04 8 69 No . C:\...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February 21,2021, 9:03 PM Rhvac-Residential-&.Light Commercial HVAC Loads Elite Software Development,Inc_. Energy Testing-Seryices_LLC__� JNS-Development_4_OO Youngs_Road_Orient Bohemia NY 11716- i - Page 4: .Duct Size:=Preview _ Room or Source Minimu Maxim Rough Desi SP Duc Duc Htg Clg Act. Duct Reg Duct Name Veloci Veloci Facto U10 Loss Veloci Lei Flow Size Svstem_1 Supply Runouts Zone 1 1-Livinq Room Built-In 450 750 0.01: 0.1• 544.1 79® 223 3-5 2-Familv_ Built-In 450, 750, 0.0_1; 0.1. 466.7 61® 183 2--6 3-Dining Built In 450' 750, 0.01' 0.1` _ _ 667.8 19 117 2-4' - - t - - - -- 4-Kitchen Built-In 450. 750 0.011 0.1, 595; 25® 243 3--5 - 5-Pantry _--'Built-in 450 750 0.01: 0.1 407.8 18® 36 1--4 6-Powder Room Built-In 450 750, 0.01, 0.1, 91.8 9,M 8 1--4 7-Mud Room ;Built-In 450 750. 0.01' 0.1, 229.1 19® 20' 1--4 8-Guest Bath ;Built-In 450 750; 0.0t 0.1, 69.8 9=_ 9-Guest Bedroom Built-In 450 750 0.01, 0.1, 610 47® 166 2--5 10-Stairhall Built-In 450. 750, 0.01. 0.1• 474.4 23® 41 1--4 Other Ducts in System 1_ ___ 0.00J - 308 1,043 12x16 Supply Main Trunk ;Built-In 65Q 900. 3 O.T 782.4 __ _ -_ _ _ _ _ Svstem 2 -- Supply Runouts --Zone 1 - - - - - , ------- - - - - - , 11_Kidsbedroom#2- Built-In 450, 750 0.0t 0.1481.5 41® 189 2--6 12-Kids Bedroom#2 Bath Built-In 450 _750, 0.01, 0.1 203.6 12® 18 1-4 13-Office Built-In 450 750' 0.01 0.1; 140.1 7® 12 1-4 14-Master Bedroom _ Built-In 450, 750 0.01. 0.1 523.5 49® 206 2--6 15-Master WIC Built-In 450 750'• 0.01' 0.1; 136.6 10® 12, 1--4 16-Master Bath ;Built-In 450 750, 0.01 0.1 460 36® 63 1--5 17-2ndfl Hallway Built-In 450 750, 0.01, 0.1 488.3 24® 67 1--5 - -- - -f - _, - ^. ----- - - - - - 18-Kids Room#1 !Built-In 450 750 0.01: 0.1; 469.2 43® 184, 2--6 19-Kids Bath#1 Built-In 450` 750 0.01; 0.1' 241.4 12® 21 1-4 Other Ducts in System 2 Suppiv Main Trunk Built-In 650. 900'• 0.003 0.1• 740.3 235MI 771, 10x15 Summary Svstem 1 Heatinq Flow: 308 Cooling Flow: 1043 Svstem--2 - - - --- ---- - - - Heatinq Flow: ___235 Cooling Flow: 771 CA...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February 21, 2021, 9:03 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy_Testincj Services_LLC _JN8 bevelopment400 Youngs Road Onent Bohemia Y ,11716 �� - Pa a 5- S: stern:1:=SS:1:Summary Loads Component Area Sen Lat Sen * Notal; r Desdri tion Mian Loss Galn= Gain yce u4 „a .Galr % Marvin 0.29/0.29: Glazing-Marvin Elevate, U-value 0.29, 484.2 8,426 0 10,820 10,820 SHGC 0.29 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 1340.8 5,230 0 314 314 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R-38: Roof/Ceiling-Roof Joists Between Roof Deck and 676 1,135 0 1,191 1,191 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 5.5", U-value 0.028 19A-19p: Floor-Over enclosed crawl space, No insulation 1844 4,248 0 567 567 on exposed walls, sealed or vented space, passive, R-19 blanket U-value 0.049 Subtotals for structure: 19,039 0 -12,892 12,892 People: 5 1,000 1,150 2,150 Equipment: 900 8,235 9,135 Lighting: 0 0 0 Ductwork: 2,746 404 665 1,069 Infiltration:Winter CFM: 31, Summer CFM: 0 2,056 0 0 0 Ventilation:Winter CFM: 75, Summer CFM: 75 4,948 1,533 660 2,193 Exhaust:Winter CFM: 50 Summer CFM: 50 System 1 Sys 1 Load Totals: 28,790 3,837 23,602 27,439 [Check Ficiures Supply CFM: 1,043 CFM Per Square ft.: 0.566 Square ft. of Room Area: 1,844 Square ft. Per Ton: 806 Volume(ft'): 18,440 S stem Loads - Total Heating Required Including Ventilation Air: 28,790 Btuh 28.790 MBH Total Sensible Gain: 23,602 Btuh 86 % Total Latent Gain: 3,837 Btuh 14 % Total Cooling Required Including Ventilation Air: 27,439 Btuh 2.29 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February 21,2021, 9:03 PM Rhvac Residential&LighE Commercial HVAC Loads Elite Software Development;lnc Energy Testmq Sewices-LLC T _ µ JNS Development 400 Youngs Road Onent Bohemia NY-.11-716 age, 6 S: stem 2:S s:2:-Summary Loads Cgmponent Area Sen Lai Sen`' Total Descri" ion... 3 _ ,4; Quan Loss Gain '..i GAM Gain Marvin 0.29/0.29: Glazing-Marvin Elevate, U-value 0.29, 351.7 6,122 0 7,168 7,168 SHGC 0.29 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 1061.1 4,141 0 248 248 cavity, no board insulation, brickfinish,wood studs, U-value 0.065 R-38: Roof/Ceiling-Roof Joists Between Roof Deck and 1380. 2,318 0 2,434 2,434 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 5.5" U-value 0.028 Subtotals for structure: 12,581 0 9,850 . 9,850 People: 0 0 0 0 Equipment: 0 4,905 : 4,905 Lighting: 0 0 0 Ductwork: 4,854 302 2,490 2,792 Infiltration'Winter CFM: 15, Summer CFM: 0 1,010 0 0 0 Ventilation:Winter CFM: 75, Summer CFM: 75 4,948 1,533 660 2,193 Exhaust:Winter CFM: 50, Summer CFM: 50 .AED Excursion:. 0 0 55 55 System 2 Sys 2 Load Totals: 23,393 1,835 17,960 19,795 b eck°h ures Supply CFM: 771 CFM Per Square ft.: .0.559 a . Square ft. of Room Area: 1,380 Square ft. Per Ton: 837 Volume(ft'): 13,527 5 stemitoads i Total Heating Required Including Ventilation Air: 23,393 Btuh 23.393 MBH Total Sensible Gain: -17,960 Btuh 91 % Total Latent Gain: 1,835 Btuh 9 % Total Cooling Required Including Ventilation Air: 19,795 Btuh 1.65 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may.vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February 21,2021, 9:03 PM J Rhvac Residential&Light Commercial HVAC Loads_ Elite Software Development,Inc. Energy,Testin, Services_LLC ____ _ __,_-_s JNS_Develo Ment_4,00 Youngs Road_0rient Bohemia NY 11716• - =- V�. Pans-7 Manual:S:Perf6njian- ' Data:= S stem T 'S s 1: Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 23.602 Outdoor Wet Bulb: 71 Latent Gain: 3.837 Indoor Dry Bulb: 75 Total Gain: 27.439 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 1,043, Entering Dry Bulb: 75.6 Entering Wet Bulb: 63.2 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 28.790 Indoor Dry Bulb: 70 Entering Dry Bulb: 55.1 Indoor RH: 30 Supply Airflow: 308 Equipment Performance Data at System Design Conditions - ' - -- - This system's equipment was selected in accordance with ACCA Manual S. Cooling: .Model Type: Standard Air Conditioner, Outdoor Model: 13AJN30, Indoor Model: H,RE36(6,9)36 AHRI Reference Number:200923121 Nominal Capacity: 29.200, Manufacturer: RHEEM `- EDB, Total Power 75:6°F EF Flow O F OCapacity Input Sensible °F CFM 'F MBtuh kV11 SIT Capacity MBtuh l- -. 75 _-_ _29.3_ 1.97 0.734_ 21. - - -- --__ - ._--- { 95 27.95 2.17,_ 0.75 _ 20.9_ 63_a 75 34.65 2.36 0.694 24.0 -- 95 -33.03- 2.62 0.709 23.41 --- ----- ---- ---------------- 100 75 _31.55_ 1.97,___0.71;_ _22.41 6E,x,': .,' 95 - 30.1,- 2.16 0.726 21.8 115 ''- 75_ _ _37.3_3 2.37 0.67, 25.0 F - ---- 95 35.65 2.63 0.684 24.3 Interpolation Results: Percent Load of Load Sensible Capacity: 22.049 23.602 93% Latent Capacity: 8.331 3.837 217% Total Capacity: 30.380 27.439 111% Power Input: 2.17 Heating: Model Type: Natural Gas Furnace, Model: R95TA0401317MSA, Nominal Capacity:41.000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Laad of Load Heating Capacity: 41.000 28.790 142% C:\...UNS Development 400 Youngs Road Orient.rh9 Sunday, February 21,2021, 9:03 PM Rhvac Residential&Ught Commercial HVAC Loads Elite Software Development,Inc: Ene[gy Testmq Seances LLC JNS Development 400 YoungR s oad Onenf Bohemia WA' 7.16 . Pa e 8 Manual:S Performan.ce'Data stem -2 =S' ,s:2: Loads_andbesi'n-Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 17.960 Outdoor Wet Bulb: 71 Latent Gain: 1.835 Indoor Dry Bulb: 75 Total Gain: 19.795 Indoor RH: 50 Load SHR: 0.91 Supply Airflow: 771.: Entering Dry Bulb: 76.2 Entering Wet Bulb: 63.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23.393 Indoor Dry Bulb: 70 Entering Dry Bulb: 49.8 Indoor RH: 30 Supply Airflow: 235 E`ui`ment Performance=Dafa at.S stem Desi n°Conditions,. "3 This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: 13AJN24, Indoor Model:V,R36H175D72(6,9) AHRI Reference Number: 200922332Nominal Capacity: 24.000, Manufacturer: RHEEM EDB g -6tat i Power 76 2°F EWB Ait Flow 'ODB Capacity 1lnput Sensible'. MBtuh:, � kW� S/T CapaGty; .,MBMW' x75-- 23.72 1T55 .0.68 _ _._.16 1 85 __ 22.6 1.73 0.693 _ 15.6_ 1.58 0.711 17.2 .___ .. _.- 8Q.3 23.08 1.77 0.726 16.7 70 5 .,__ 25.63__ _ 1.55 0.655 16.7 85 24.44-----1.78 0.66_8_ _ 16.3_ 6 80 5 26.21 1.58 _0.685 17.9_ 5 24.911 1.77, 0.702 17.4 Interpolation Results: Percent Load of Load Sensible Capacity: 16.619 17.960 93% Latent Capacity: 6.782 1.835 370% Total Capacity: 23.401 19.795 118% Power Input: 1.72 Heating: Model Type: Natural Gas Furnace, Model: R95TA0401317MSA, Nominal Capacity: 41.000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 41.000 23.393 175% C:\...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February 21, 2021, 9:03 PM Rh�Yac Residential&Gight Commercial HVAC Loads Elite Software Deyelopment,°Inc • Energy Testing Services LLC, _ 4 ; J�VS Development 400�Younys, 0 Onenf Bohemia NY=11716 . - Ra,9' Sys -load Summa Ruun CIgMCHtg g Min Act Roorn Area Sens =Htg Duct Duct Sens Lat CIg Sys No Name. SF . R. Btuh CFM Size ---Zone 1--- 1 Living Room 356 6,092 79 3-5 544 4,895 0 - 223 223 2 Family 355 4,727 61 2-6 467 4,031 600 183 183 3 Dining 129 1,430 19 2-4 668 2,563 0 117 117 4Kitchen 245 1,950 25 3-5 595 5,352 1,300 243 243 5 Pantry 52 11359 18 1-4 408 783 0 36 36 6 Powder Room 41 671 9 1-4 92 176 0 8 8 7 Mud Room 70 1,438 19 1-4 229 440 0 20 20 8 Guest Bath 58 661 9 1-4 - 70 134 0- 6 6 9 Guest Bedroom 229 3-,587 47 2-5 610 3,658 0 166 166 .10 Stairhall 309 1:803 23 - 1-4 474 910 0 41 41. Ventilation 4,948 660 1,533 Duct Latent 344 Return Duct 123 0 60 System 1 total 1,844 28,790 308 23,602 3,837 . 1,043 1.043 System 1 Main Trunk Size: 12x16 in. Velocity: 782 ft./min Loss per 100 ft.: 0.092 in.wg Cooling Sensibie/Latent t Sersib(e Latent Totala Tons.: }Slit 3 `Btuh z` Btuh ` BtUht Net Required: 2.29 86%/14% 23,602 3,837 27,439. Actual: 2.43 75%/25% 21,900 7,300 29,200 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner. Model: R95TA0401317MSA 13AJN30 Indoor Model: H,RE36(6,9)36 Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 14 SEER Sound: 0 0 Capacity: 41,000 Btuh 29,200 Btuh Adjusted-Capacity: n/a 30,380 Btuh Sensible Capacity: n/a 21,900 Btuh Adjusted Sensible Capacity: n/a 22,049 Btuh Latent Capacity: n/a 7,300 Btuh Adjusted Latent Capacity: n/a 8,331 Btuh AHRI Reference No.: n/a 200923121 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 7.1 F,WODB: 1OF, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 23;602 Btuh, Lat. gain: 3,837 Btuh, Sen. loss: 28,790 Btuh, Entering clg. coil DB: 75.6F, Entering clg. coil WB: 63.2F, Entering htg. coil DB:,55.1F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. cig. airflow: 1043 CFM, Req. htg. airflow: 308 CFM C:\...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February 21,2021, 9:03 PM 110ac-Residential&Light Commercial HVAC Loads Elite`Software Development,Inc.. -Pe My:rqstinq,Ser_vices__LLC JN$,::Development 400 Youngs Road_Orient Bohemia NY 11716--w- — ---- y —�� – Pa a 10 S: stern:2:RooM* .. Load Summa - =: Htg Min Run Run Clg CIg - -,Min,- Act x Room Area s' Sens Htg Duct Duct Seris Lat �,Clg ¢ Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM'. ---Zone 1--- 11 Kidsbedroom#2 195 3,181 41 2-6 482 4,159 0 189 189 12 Kids Bedroom#2 55 905 12 1-4 204 391 0 18 18 Bath 13 Office 52 565 7 1-4 140 269 0 12 12 14 Master Bedroom 232 3,759 49 2-6 523 4,521 0 206 206 15 Master WIC 80 734 10 1-4 137 262 0 12 12 16 Master Bath 170 2,803 36 1-5 460 1,379 0 63 63 17 2ndfl Hallway 340 1,842 24 1-5 488 1,464 0 67 67 18 Kids Room#1 198 3,346 43 2-6 469 4,052 0 184 184 19 Kids Bath#1 58 926 12 1-4 241 463 0 21 21 Ventilation 4,948 660 1,533 Duct Latent 257 Return Duct 384 341 45 System 2 total 1,380 23,393 235 17.960 1.835 771 771 System 2 Main Trunk Size: 10x15 in. Velocity: 740 ft./min Loss per 100 ft.: 0.098 in.wg FCooling System Summary Cooling Sensible/Latent;. Sensible Latent Y Total: Tons Slit 6#uh Btuh Btuh Net Required: 1.65 91%/9% 17,960 1,835 19,795 Actual: 2.00 75%/25% 18,000 6,000 24,000 Equip ment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: R95TA0401317MSA 13AJN24 Indoor Model: V,R36H175D72(6,9) Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 14 SEER Sound: 0 0 Capacity: 41,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 23,401 Btuh Sensible Capacity: n/a 18,000 Btuh Adjusted Sensible Capacity: n/a 16,619 Btuh Latent Capacity: n/a 6,000 Btuh Adjusted Latent Capacity: n/a 6,782 Btuh AHRI Reference No.: n/a 200922332 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 17,960 Btuh, Lat. gain: 1,835 Btuh, Sen. loss:23,393 Btuh, Entering clg. coil DB:76.2F, Entering clg. coil WB: 63.517, Entering htg. coil DB:49.817, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 771 CFM, Req. htg. airflow: 235 CFM C:\...\JNS Development 400 Youngs Road Orient.rh9 Sunday, February 21, 2021, 9:03 PM . , °"�""' F , . ,- �� �_-- .:.,� . . ,, .. . .. . - ,. i • � • • COMMENTS FOUNDATION(IST) FOUNDATION ROUGH FRAMING& PLUMBING ?21 W-A • INSULATION-PER ` STATE ENERGY •D I 1 � ''j6___ ®��ZA1 �.� .moi',J � r 1 4m V =o��gUfFOtK�oGy�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H- Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 oy�o as Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PE MIT (3uildi� ` For Office Use Only L)CP+ . PERMIT NO. Building Inspector: NIA.R . 93 2021 Applications and forms must be filled out in their entirety. Incomplete �P�eIVCp� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form.(Page 2)shall be completed.- Date: ompleted:Date:2/23/2021 OWNER(S)OF PROPERTY: Name: _ ---D—o a-n-_&- K-are-n--B-a--r-u--h--- -18-2-19 ---- - --- --- so 00 -- ---- - -- - Project Address:400 Youngs Road, Orient 11957 Phone#: Email:kbaruh@gmail.com or dbaruh@gmail.com Mailing Addresss233 Pacific St,_Apt 2A,_Brookly_n NY CONTACT PERSON: Name:Kim wSperling�� _.- MailingAddress:256 Route.25A,_Wading River, NY 1.1.792._--___- Phone#:163-1-92975-500— - Email:ksperling@jnsdevelopment.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Angona ------ Mailing _Mailing Address:115 Washington-Drive, Mastic Beach, NY 11951 Phone#:631-987-2633 Email:charles.angona27@gmail.com CONTRACTOR INFORMATION: Name:JNS Contracting, LLC _ Mailing Address:256_Route 25A, Wading River,NY 11792_ Phone#:631-929-5500 _.r Email:office@jnsdevelopment.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,398,000 Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ®Yes []No 1 PROPERTY INFORMATION Existing use of property:Vacant Lot_ v Intended use of property:Single Fa17111)/ H0171e Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ReSldentlalthis property? Dyes ®No IF YES, PROVIDE A COPY. 8 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,New York and other applicable Laws,Ordinances or Regulations,for the,construction-of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, . housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Klin Sperling IgAuthorized Agent Downer Signature of Applicant: ` e Date: 2/23/2021 STATE OF NEW YORK) SS: / / COUNTY OF 5002(k ) Kim Sperling being duly sworn,deposes_ and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Contractor (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 2� day of 209-1 LWJ Nota Public HOLLY-SARGENT NOTARY PUBLIC-STATE OF-NEW Y.OR, PROPERTY OWNER AUTHORIZATION - N0.07SA621e736 (Where the applicant is not the owner) Ovalifiedin sui`foal<,C.ownY My Corr►mission Expre's 03-29-2022 I� Karen Baruh residing at 233 Pacific St, Apt 2A, Brooklyn NY 11201 kf-2Wu do hereby authorize Kim Sperling % JNS Contracting, LLCtoapply on. my behalf to the Town of Southold Building Department for approval as described herein. 2/23/2021 Owner's Signature. - Date Karen Baruh Print Owner's Name i 2 gUFFO[/(. h�p�� COGy BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD e Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 yfj�� �a0- Telephone (631)765-1802-FAX(631)765-9502 J` Temporary Certificate # ® Z Date 0 c�— 6 2021 Customer Name ( Electrician Name fly Address t106 lug P &e-1c,-417 Phone �31- 2_<3 _ 73 zys e-mail e-mail Phone License# Z_ L� Size Zhb A Phase Overhead Underground a #of Meters Remarks #of Underground Laterals 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 I is complete,the town will conduct a premises inspection of the service equipment. } This verification is valid for 90 days rom the dntp bove. Authorized by I \4 `� BUILDING DEPARTMENT- Electrical o��svEF � � Inspector TOWN OF SOUTHOLD oB���o�Ns�vtN0Town Hall Annex - 54375 Main Road'- PO Box 1179 o _ of Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov - seand(a�southoldtownny.cjoy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: CV%4W,L` (,e_r_,ca-J),) nC Electrician's Name: cL License No.: S��a`�- I Elec. mail: U j^ Elec. Phone No: �31-a•5'�=13� ODf request an email copy of Certificate of Compliance Elec. Address.:P C>%�,x &3 Ii JOB SITE INFORMATION (All Information Required) Name:06-rO Address: q00 y©� � Ave, mac'` Cross Street: Phone No.: Bldg.Permit#: Ll S" G q email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Av e),p A o (r aL4_,j.6,J, 6-r,� 7) -3-7<- , Square Footage: Circle All That Apply: Is job ready for inspection?: F. YESF-I S ❑ NO oug Rh In F7, Final Do you need a Temp Certificate?: NO Issued On tma &A 10-lo-2A Temp Information: KlPh (AII information req`uired): Service Size ❑3 Ph Size:r*�-,O-CO A # Meters Old Meter# New Service[-]Fire ;1072 ct❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M H Frame Pole Work done on Service? Y N Additional Information: t PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector TOWN.OF SOUTHOLD ' C3 �N�, gwn HaII,Anriex- 54375-Main Road PO,Box`1179 ..,Southold,.New.Y6rk,11971-09591 :` I 0 Telephone (631) 765-1802 = FAX (631-) 765-9502 .1 " �` rogerr southoldtownny.gov - seandRsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION :.., ELECTRICIAN.INFORMATION (AII,Information Required) - Date: Company Name: �n%#-Lc �-eC- Electrician's Name: V License No.: Elec. mail: inete—S C e&f 1� c-< C Elec. Phone No: �31-•a•157,8=13x request an email:copy of_Certificate of Compliance Elec. Address.: p'/3,X (3 e JOB SITE I,N,FORMATION (All Information Required). Name: Address: qoo ©� �e- Cross Street: Phone No.: Bldg.Permit#: Ll q-� email: -Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Ao Square Footage: 3 Circle All That Apply: `Is job ready for inspection?: W. YESFINO S ❑ No Rough In El Final Do you need a Temp Certificate?: Issued On -Vmo,AA ID-t--2A . Temp Information: (AII information required)' Service Size 1 Ph❑3 Ph Size:(-1-,-©0 A # Meters I Old Meter# New Service[]Fire Reco ct❑Flood Reconnect[—]Service Reconnect❑ ❑ Underground Overhead #-Underground Laterals 1 2 H Frame M Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION ,\,g \Gj �cA PERMIT# Addreal: Switches r 0. 1,k Outlets- �- GFI's Surface. Sconces HH's�--• ...i .. . UC LtsHW Fans ........__ ... <, > ... _.,.... w. . _. ....- v....,.,.. .., Exhau Oven W/D. °:. 5mo:kesDW ini. _. :IVlicro Genera n AC. . AH }' Hood. Service I� . A°m v. 'Use Special; :_....� _ _ .. . ;. ....... • Comments: AA1z.e ADVOCATES ABSTRACT, INC. Issuing policies of stewarf Title No. ADV-10237-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) . ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made,under his direction,of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 018.00 Block: 02.00 Lot: 019.000 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 2/26/1973 and such search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT,INC.,as Agent for Stewart Title Insurance Company BY: Stephen M. Richardson, President Sworn to before me this 24th day of March, 2021. 1= r KAREN L.RICHARDSON NOTARY PUBLIC,State of New York g 6302 Route 25A • Wading River,r NY 11792 Ouallfled in Suffolk C� 631-929-6686 • 631-929-3708 fax Cornimission Expires 5 Title No. ADV-10237-S SUBJECT PREMISES: 1000-018.00-02.00-019.000 Robert Gloria and Dated: 02/26/1973 Penelope Gloria Rec'd: 02/26/1973 to Liber: 7357 Page: 76 Robert Gloria Robert Gloria Dated: 07/20/2017 to Rec'd: 08/22/2017 Robert E. Gloria and Liber: 12926 Page: 245 Lana Repnitsyna, as Joint Tenants with Right of Survivorship (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: '.i — STEPHEN M. RICHARDSON Sworn to before me this 24`h day of March,2021. KAREN L.RICHARD`ON' NOTARY PUIBUC,State o.New York 0181?S3'r7.91 Quaked in ounty Commission F_x iree• �` � ,;� 5 Page 2 of 4 Title No. ADV-10237-S PREMISES ADJOINING NORTH-OF SUBJECT PREMISES: 1000-018.00-02.00-018.000 Edward W. Latham Dated: 01/05/1968 to Rec'd: 02/07/1968 Joseph Soito and Liber: 6300 Page: 583 . Ann Marie Soito Joseph Soito and Dated: 06/14/2017 Ann Marie Soito,ux. Rec'd: 08/07/2017 to Liber: 12923 Page: 824 Ann Marie Soito (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 24`h day of March,2021. ,'^�/ c� .;rte •:• KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01814837291 OualiRed in 5uft, ouniy , Commission Expires Page Page 3 of 4 Title No. ADV-10237-5 PREMISES ADJOINING EAST AND SOUTH OF SUBJECT PREMISES: OYSTERPONDS UNION FREE SCHOOL DISTRICT PREMISES ADJOINING WEST OF SUBJECT PREMISES: YOUNGS STREET a/k/a YOUNGS AVENUE Dated: March 24,2021 ADVOCATE'S ABSTRACT, INC. BY: —�- STEPHEN M. RICHARDSON Sworn to before me this 24"day of March,2021. KARE,111_.RICI iAf2G:i:=N 1`O it^,IRY FUeF!.L,, 'o of ItiL'tY YOfIC 09 i2�4311117291 Q)m.A i,d in uifolk qpunty Corr;iizsun Expires: - Page 4 of 4 NYSLF New York State Insurance Fund 8 CORPORATE CENTER:DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE. ftw�� A A A A A A 262849109 ASSUREDPARTNERS NORTHEASTLLC 100 BAYLIS.RD STE 300 MELVILLE NY 11747, SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JNS CONTRACTING LLC TD BANK, N.A., ISAOA ATIMA 256 ROUTE 25A POST OFFICE BOX 39158 WADING RIVER NY 11792 SOL'ON OH 44139-0158' POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12047795-6 140414 09/30/2020 TO 09/30/2021 2/19/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2047795-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS . OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, ;EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND Re DIRECTORJNSURANCE FUND UNDERWRITING VALIDATION NUMBER:374115620_ U-26.3 DATE(MMIDDIYYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 02/19/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dawn Saviano NAME: AssuredPartners Northeast,I.I.C. AICNo Ext: (631)465-4000 n/c,No: (631)465-4005 100 Baylis Road E-MAIL dawn.saviano@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Southwest Marine&General Insurance Co. 12294 INSURED INSURER B: Merchants Mutual Insurance Company 23329 JNS Contracting,LLC INSURERC: WestAmerican Insurance Company 44393 256 Route 25A INSURER D: INSURER E Wading River NY 11792 INSURER F: COVERAGES CERTIFICATE NUMBER: 10/19/2020 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AIJUL blJOK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICYNUMBER MM/DDIYYYY) MM/DDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 �/ AMA 100,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence $ X Contractual Liability MED EXP(Any one person) $ 5,000 A GL2019LHB00460 10/20/2020 10/20/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY PRO F7 LOC PRODUCTS-COMP/OPAGG $ 2,000,000 JECT OTHER: I I Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAP1061237 08/06/2020 08/06/2021 BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 A EXCESS LIAB CLAIMS-MADE EX2019LHB00144 10/20/2020 10/20/2021 AGGREGATE $ 4,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEF-1 NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-FA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Leased Rented Equipment BMW58936399 10/20/2020 10/20/2021 Limit $25,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Certificate Holders are included as an Additional Insured as required by contract subject to the policy terms,conditions and exclusions. TD Bank,N.A.,ISAOAATIMA Post Office Box 39158 Solon,OH 44139-0158 And Dogan&Karen Baruh 400 Youngs Road CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TD Bank,N.A.,ISAOAATIMA ACCORDANCE WITH THE POLICY PROVISIONS. Post Office Box 39158 AUTHORIZED REPRESENTATIVE !I , Solon OH 44139-0158 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 00187276 LOC#: — '4ct>R L) ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED AssuredPartners Northeast,LLC. JNS Contracting,LLC POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Orient,NY 11957 ACORD 101(2008101) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD v Generated by.REScheck--Web Software Compliance Certificate Project 400 Youngs Road ,Energy Code: 2018 IECC Location:., Southold, New York- Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor-Area: 3,189 ft2 .Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor:- 400-Youngs Road Orient, NY 11957 - trade-offCompliance: Passes using UA Compliance: 14.0%Better Than Code Maximum UA: 516 Your UA: 444 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling- Flat Ceiling or Scissor Truss 1,932 38.0 0.0 0.030 58 FF-A:Wood Frame, 16" o.c. 460 21.0, 0.0 0.057 .17 Orientation: Front Front-Door: Glass Door(over 50%glazing) 44 0.280 12 SHGC: 0.41 Orientation: Front Door 2: Glass Door(over.50%glazing) 24 .0.280 7 SHGC: 0.41 Orientation: Front 202:Wood Frame 36 0.280 10 SHGC: 0.29 Orientation: Front 202 Copy:Wood Frame 18 0.280 5 SHGC: 0.29 Orientation: Front 202 Copy Copy:Wood Frame 18 0.280 5 SHGC: 0.29 Orientation: Front 202-Copy Copy Copy:Wood Frame 18 0.280 5. . SHGC: 0.29 Orientation: Front FF-B:Wood Frame, 16".o.c. 420 21.0 0.0 0.057 19 Orientation: Right side Project Title: 400 Youngs Road Report date: 02/23/21 Data filename: Page 1 of 12 Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor A Perimeter Door: Glass Door(over 50%glazing) 24 0.280 7 SHGC: 0.41 Orientation: Right side Door Copy: Glass Door(over 50%glazing) 24 0.280 7 SHGC: 0.41 Orientation: Right side Window:Wood Frame 18 0.280 5 SHGC: 0.29 Orientation: Right side Window Copy:Wood Frame 18 0.280 5 SHGC: 0.29 Orientation: Right side FF-C:Wood Frame, 16" o.c. 444 21.0 0.0' 0.057 16 Orientation: Back Door 1: Glass Door(over 50%glazing) 50 0.280 14 SHGC: 0.41 Orientation: Back Door 1 Copy: Glass Door(over 50%glazing) 24 0.280 7 SHGC: 0.41 Orientation: Back Window 1:Wood Frame 30 0.280 8 SHGC: 0.29 Orientation: Back Window 1 Copy:Wood Frame 30 0.280 8 SHGC: 0.29 Orientation: Back .Window 1 Copy Copy:Wood Frame 32 0.280 9 SHGC: 0.29 Orientation: Back FF-D:Wood Frame, 16" o.c. 424 21.0 0.0 0.057 21 Orientation: Left side Window 2:Wood Frame 7 0.280 2 SHGC: 0.29 Orientation: Left side Window 2 Copy:Wood Frame 7 0.280 2 SHGC: 0.29 Orientation: Left side Window 2 Copy Copy:Wood Frame 7 0.280 2 SHGC: 0.29 Orientation: Left side Window 2 Copy Copy Copy:Wood Frame 14 0.280 4 SHGC: 0.29 Orientation: Left side Window 3:Wood Frame 14 0.280 4 SHGC: 0.29 Orientation: Left side SF-A:Wood Frame, 16" o.c. 381 21.0 0.0 0.057 17 Orientation: Front 301:Wood Frame 32 0.280 9 SHGC: 0.29 Orientation: Front 301 Copy:Wood Frame 16 0.280 4 SHGC: 0.29 Orientation: Front. 301 Copy Copy:Wood Frame 16 0.280 4 - SHGC: 0.29 Orientation: Front 301 Copy Copy Copy:Wood Frame 12 0.280 3 SHGC: 0.29 Orientation: Front Project Title: 400 Youngs Road Report date: 02/23/21 Data filename: Page 2 of 12 Gross Area Cavity Cont. Perimeter 301 Copy Copy Copy Copy:Wood Frame 12 0.280 3 SHGC: 0.29 Orientation: Front SF-B:Wood Frame, 16" o.c. 436 21.0 0.0 0.057 21 Orientation: Right side Door 2: Glass Door(over 50%glazing) 21 0.280 6 SHGC: 0.41 Orientation: Rightside Window 4: Wood Frame 12 0.280 3 SHGC: 0.29 Orientation: Right side Window 4 Copy:Wood Frame 12 0.280 3 SHGC: 0.29 Orientation: Right side Window 4 Copy Copy:Wood Frame 7 0.280 2 SHGC: 0.29 Orientation:.Right'side Window 4 Copy Copy Copy:Wood Frame 7 0.280 2 SHGC: 0.29 Orientation: Right side . Window 4 Copy Copy Copy Copy:Wood Frame 16 0.280 4 SHGC: 0.29 Orientation: Right side SF-C:Wood Frame, 16"o.c. 244 21.0 0.0 0.057. 11 Orientation: Back Window 5:Wood Frame 16 0.280 4 SHGC: 0.29 Orientation:Back Window 5 Copy:Wood Frame 16 0.280 4 SHGC: 0.29 Orientation: Back . Window 5 Copy Copy:Wood Frame 16 0.280 4 SHGC: 0.29 Orientation: Back Window 5 Copy Copy Copy:Wood Frame 7_ 0.280 2 SHGC: 0.29 Orientation: Back SF-D:Wood Frame,16".O.C. 400 21.0 0.0 _ 0.057 20 Orientation: Left side Window 6:Wood Frame 16. 0.280 4 SHGC: 0.29 Orientation: Left side Window 6 Copy:Wood Frame 12 0.280 3 SHGC: 0.29 Orientation: Left side Window 6 Copy Copy:Wood Frame 12 0.280 3 SHGC: 0.29 Orientation: Left side Window 6 Copy Copy Copy:Wood Frame 7 0.280 2 SHGC: 0.29 Orientation: Left side Window 6 Copy Copy Copy Copy:Wood Frame 7 0.280 2 SHGC: 0.29 Orientation: Left side Floor:All-Wood joistlTruss 1,743. 38.0 0.0 0.026 45 Project Title: 400'Youngs Road Reportdate: 02/23/21 Data filename: Page 3 of 12 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 re ments listed in the REScheck Inspection Checklist. -Name-Title f ature Date ED ARC pONAtD tiCO C� S / t 2 Y Ir I 038719 y0 ` OF NES Project Title: 400 Youngs Road Report date: 02/23/21 Data filename:' Page 4 of 12 REScheck Software Version : REScheck-Web . Inspection. Checklist Energy Code: 2018 IECC Requirements: 62.0% 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. F,s ection Plans Verified Field Verified # Pr Ian Re"view IDValue Value Complies? 'Comments/Assumptions, Req. 103.1, ;Construction drawings and i❑Complies ; 103.2 documentation demonstrate " I❑Does Not [PRl]1 !energy code compliance for the L' :building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable - ;construction documents. 103.1, ;Construction drawings-and i . i❑Complies ;Requirement will be met. 103.2, :documentation demonstrate t, EIDoes Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable - j. :Systems serving multiple ❑Not Applicable , ;dwelling units must demonstrate l ; ;compliance with the IECC Commercial Provisions. f. ! 302.11 - i Heating and cooling equipment is; Heating: Heating: ;❑Complies Requirement will be met. 403:7„ sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: �❑Not Observable 'app ovled by the code official.J or other methodsBtu/hr Btu/hr :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12-11 Medium Impact(Tier 2) 3...Low Impact(Tier 3) Project Title: 400 Youngs.Road Report date: 02/23/21 Data filename: Page 5 of 12 Section #. Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies ; [FO111? .protect exposed exterior insulation j❑Does Not land extends a minimum of 6 in. below ❑Not Observable; Igrade. ![]Not Applicable 403.9 :Snow-and ice-melting system controls;,ElCom plies ;,Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 400 Youngs Road Report date: 02/23/21 -Data filename: Page 6 of 12 section Plans Verified Field Verified # Framing'/Rough-lin Inspection Value Value Complies? Comments/Assumptions & Req.l® 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. I i I I 1 402.3.3, ❑ 402.5 Not Observable [FR2]1 ;❑Not Applicable 1 1 I t 1 I 1 1 t i 1 I 1 k I 303.1.3 :U-factors of fenestration products i S❑Complies [FR4]1 are determined in accordance ( +❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. I I❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ]EIComplies ; [FR23]1 :installed per manufacturer's f`p ❑Does Not `) instructions. ° i❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ;+❑Complies ; [FR20]1 is listed and labeled as meeting !❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ' A-11 ❑Not Observable ; or has infiltration rates per NFRC , X400 that do not exceed code i ❑Not Applicable ; limits. }'• ; ' i 402.4.5, ;IC-rated recessed lighting fixturesd ° s❑Complies ; [FR16]2: ysealed at housing/interior finish 3 UDoes Not 'and labeled to indicate<_2.0 cfm + ;leakage at 75 Pa. +❑Not Observable " .�❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics •❑Complies .;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= k ii R-6 where< 3 inches.Supply and 1 " , ❑Not Observable ; 1❑Not Applicable licable return ducts in other portions of ;the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 for< 3 inches in diameter. S i 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 : ❑Not Observable ;International Mechanical Code or #° i International Residential Code, as a❑Not Applicable ; :applicable. 403'.3.5; Building cavities are not used as `❑Complies :Requirement will be met. ducts or plenums. T❑Does Not I❑Not Observable J❑Not Applicable 403..3.T.-_,.,_-Ducts declared to be within the ! . ❑Complies ;Requirement will be met. [FR28P_ ,S conditioned space are either 1) f J❑Does Not (completely within the continuous ' ❑Not Observable air barrier and within the building r thermal envelope, 2) buried € 3❑Not Applicable within ceiling insulation in w accordance with Section. , R403.3.6 and the air handler is alocated completely within the i Icontinuous air barrier and within i - the building thermal envelope and the duct leakage is<= 1.5 cfm"/100 square feet of i : lconditioned floor area served by 3 the duct system, or 3)the ceiling s ; insulation R-value installed against and above the insulated i ')duct>=to the proposed ceiling 3, insulation R-value, less the R- I'value of the insulation on the t ] 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3" Low Impact(Tier 3) Project Title: 400 Youngs Road Report date: 02/23/21 Data filename: Page 7 of 12 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value ' Value Complies? , Comments/Assumptions & Req.ID 403.4.:° HVAC piping conveying fluids R- R- ,❑Complies ;Requirement will be met. [FR1712 ,above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- '; ;❑Not Observable ; 3 ;❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR2411 piping. ;❑Does Not g ` 3❑Not Observable �. J❑Not Applicable 403.5.3 Hot-water pipes are insulated to R- R- :❑Complies ;Requirement will be met. [FR18]? >_R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 403.6-. ,,I Automatic or gravity dampers are _ j❑Complies [FR19]? "'i installed on all outdoor air }❑Does Not intakes and exhausts. a JE]Not Observable❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) ,3Low Impact(Tier 3) Project Title: 400 Youngs Road Report date: 02/23/21 Data filename: Page 8 of 12 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303,1 ;All installed insulation is labeled i❑Complies [IN13]2 :or the installed R-values ❑Does Not provided. ;❑Not Observable ❑Not Applicable E 402.1.1, :Floor insulation R-value. R- R- Comp es ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable I I I I 1 303.2, ;Floor insulation installed per ; ;❑Complies 402.2.8 :manufacturer's instructions and r. 3❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable U ;underside of the subfloor, or floor !framing cavity insulation is in IE]Not Applicable ; contact with the top side of I ;sheathing,or continuous insulation is installed on the ] underside of floor framing and ;extends from the bottom to the ; ;top of all perimeter floor framing i members. ; 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not `table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel i❑ Steel '❑Not Applicable I I I 3 303.2 ;Wall insulation is installed per ti 10Complies ; [IN4]1 :manufacturer's instructions. { '!❑Does Not I 3❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 400 Youngs Road Report date: 02/23/21 Data filename: Page 9 of12 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies?. Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable [Fill' 6 ;❑Not Applicable ; E 303.1.1.1, ;Ceiling insulation installed per f J❑Complies 303.2 ;manufacturer's instructions. j❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable , '❑Not Applicable 402.2.3 ;Vented attics with air permeable 1 ❑Complies [F122.]2 'insulation include baffle adjacent #❑Does Not to soffit and eave vents that extends over insulation. 3❑Not Observable ; i❑Not Applicable E 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies [FI3]1 insulation >_R-value of the :❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ; I ;❑Not Observable ; ❑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 :❑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 test. Postconstruction test:Total , ;leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ! ;including the manufacturer's air handler enclosure. 403.3.4 !Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ,handler @ 25 Pa. For rough-in ; I❑Not Observable tests,verification may need to ;❑Not Applicable ; ,occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ;❑Complies ;Requirement will be met. [924]1 :by manufacturer at<=2%of #❑Does Not desigri air flow. I i❑Not Observable is❑Not Applicable 403.1.1 . 'Programmable thermostats Complies ;Requirement will be met. [FI9]2 t installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to SS ❑Not Observable ; - ;code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed '❑Complies ;Requirement will be met. [FI10]2 ;on heat pumps. {❑Does Not I })[:]Not Observable ❑Not Applicable 4033.1_ ;Circulating service hot water ' ❑Complies ;Requirement will be met. [FITl]z (systems have automatic or ❑Does Not !accessible manual controls. ! }❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1:8 1 Low Impact(Tier 3) Project Title: 400 Youngs Road Report date: 02/23/21 Data filename: Page 10 of12 section Plans Verified 'Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [F125]2 !fans not part of tested and listed ❑Does Not !HVAC equipment meet efficacy land airflow limits per Table ❑Not Observable 'R403.6.1. ❑Not Applicable ; 403.2 !Hot water boilers supplying heat ❑Complies ;Requirement will be met. [F126]2 !through one-or two-pipe heating ❑Does Not ;systems have outdoor setback ;control to lower boiler water ❑Not Observable !temperature based on outdoor ❑Not Applicable !temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies ;Requirement will be met. [0128]2. !have a circulation pump.The ❑Does Not ;system return pipe is a dedicated :return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are ; not present. Controls for- !circulating hot water system pumps start the pump with signal !for hot water demand within the }occupancy. Controls automatically turn off the pump ;when water is in circulation loop !is at set-point temperature and !no demand for hot water exists. ; 403.5.1.2 ,Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]2 !comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically 'adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; !desired water temperature in the ! piping. 403.5.2 ;Demand recirculation water ; ❑Complies !Requirement will be met. [F130]2 ;systems have controls that ❑Does Not :manage operation of the pump j and limit the temperature of the ❑Not Observable !water entering the cold water ❑Not Applicable ! piping to<= 104°F. 403.5.4 ;Drain water heat recovery units ❑Complies ;Exception: Requirement is [F131]2 tested in accordance with CSA []Does Not not applicable. 1655.1.Potable water-side ❑Not Observable ;pressure loss of drain water heat recovery units< 3 psi for ❑Not Applicable ; !individual units connected to one i 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 I❑Complies :Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Nat Observable ; ❑Not Applicable 404:1:1 =Fuel gas lighting systems have ❑Complies ;Requirement will be met. [012313' no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable : 401.3 !Compliance certificate posted. ODoes Complies [F17]2 ! Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: 400 Youngs Road Report date: 02/23/21' Data filename: Page 11 of12 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303;3:- - Manufacturer manuals for f❑Complies ;Requirement will be met. ;['FI18]3 _ )mechanical and water heating 1EJDoes Not ;systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:.400 Youngs Road Reportdate: 02/23/21 Data filename: Page 12 of 12 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.29 Door 0.28 0.41 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEYCC r 0 V L OF I �iDESCRIBED PROPERTY '' ✓ 1 SITUATE AT „ s_ / : J U L - 8 2021 ORIENT TOWN OF SOUTHOLD BU11,D,0gDEPT. SUFFOLK COUNTY,NEW YORK WEA OF PARCEL = 23,903± SQ.FT. OR 0.549± ACRE I' N/F ' 1�OZ/7,jn ANN MARIE SOITO NOTES v l 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. PIPE N 89°45 ' '53' E 200.004 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM N4D83, p LONG ISLAND ZONE. ~ 24.0' 3. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). W RI 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED A ^ o FOUNDATION,o LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE ni O N J NEW YORK STATE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF 24.0• ♦ V THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE T.F.EL.23.30c3 4 VALID TRUE COPIES. •J . 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ti ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ' M 2a.o ° ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND S8 7= o 12.0' �i 0 O SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM J THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, O 0 3 =j GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE � ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 0 Y_6 FOUNDATION qq TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 8. THE SURVEY CLOSES MATHEMATICALLY.T.F.EL.23.80 , '`qjN cv) 061 o LEGEND Q ' ' ' ' ' ' ' ' 'CONCRETE POST MSN. MON. S 89°4555' W 193,88' Z�-Of NEWY Ui Cl) DATE BY DESCRIPTION IAPPROV. BY o REVISIONS osos2s �F Town of Southold MAIN READ pLANDSv Suffolk County, New York 400 Youngs Road ORIENT, NEW YORK FOUNDATION AS—BUILT SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey DISTRICT 1000 completed by me on 04/26/2021. L. K. MCLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS SECTION 018.00 I r 437 SO. COUNTRY ROAD, BROOKRAVEN, NEW YORK BLOCK 02.00 � Cita' /�•�. Surveyed By. PL✓N.R scale: 1'= 30' Sheet No. LOT 019.000 TAMARA L. STILLMAN P.L.S. ll 11--By- D.M. Date: 04/27/2021 ¶ PAR1045.000 400 yc6ii s Rd\Surve Dept s\21045,000 Found. As—bullt.dw 6/29/2011 447 PM Dalva Matoniene NYSPLS No. 50528 n !L __ _ 9 Y P 9 9 Approved By, T.L.S. Flle No. 21045.000 LEGEND I, E� SI�,:. Q SURVEY • • • • • • • • •DECIDUOUS TREE • " OF ' • • ' ' ' ' ' 'DECIDUOUS SHRUB JUN 2 1. 2072 DESCRIBED PROPERTY © • • • • • . . . •GAS METER SITUATE AT Q . . .. . . . . .SANITARY MANHOLE ®• • • . ' • ' ' •ROUND DRAIN INLET ORIENT O. . . . . . . . .WELL �o�' �-'6't•'Z :•t�'_ ,.. _. .. �;. -:-ir TOWN OF SOUTHOLD x21.6• • • • • • . . •SPOT ELEVATIONS SUFFOLK COUNTY,NEW YORK ❑ • . . . . . . • •WOOD POST AREA OF PARCEL = 23,903± SQ.FT. OR 0.549± ACRE FF EL; ' . . . . . . 'FIRST FLOOR ELEVATION GF EL: • • • • • . . •GARAGE FLOOR ELEVATION A/C . • • • • • • • •AIR CONDITIONER 3` NOTES WW ' ' ' ' ' ' ' ' 'WINDOW WELL U N/F 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. TW ' • • ' • . . ' 'TOP WALL ANN MARIE SOI TO EP • • • • • . . 'EDGE OF PAVEMENT 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, Q'� EP 23.3 ST AND LONG ISLAND ZONE. W FENCE RAIL FENCE N 89'4553' E 200,00' h, CORNER PIPE 3 W 0.2'v 3. ELEVATIONS REFERENCE NA VD 1988(GEOID 12A). 0.9'5 FENCE FENCE 8'POST AND WIRE FENCE FENCE Q END O\ CORNER CORNER UO O 0"_, ___----- -- j. O( GENERATOR 0:2's i���LEACHING a.rs 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED oz'v 214 POOL W LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE v ENDCE i t i I 24'3 NEW YORK STATE EDUCATION LAW. q 02" ul I STORY ELECTRIC BOX q EP 229 -'------- ¢I FRAME ON BUILDING 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED WITH AN ORIGINAL OF RIM=21.85 `��. _ -' I v Q I -'.LEACHING 3 THE LAND SURVEYOR'S'EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE ' GRAVEL DRIVEWAY vim• W I a GARAGE ti p�eOOL j POOL J (U INV-20.23 > HEATER', q VALID TRUE COPIES. O 4'ROOF DRAIN COV. WOOD j O I R B=23,5 = ' e 2.25'DEEP __ PORCH_ ___ =.1 GF El. I D h 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN OUTDO ---_------ _ _ _ 22s 24.3' I SHOWER V 7--------- ----- -- ="-- --- ---- 1.6 TV 20.4 19.2 a ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS --------------- _ OWE C � _- - 22,2i 4'POST IAND WIRE FENCE '-53,1 -___ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 2 S EP 225 x I ,- X X OUTDOOR b W c (/� 22.5 ='' AIC UNIT 522.d _____'_ X22.3 NO GATE SHOWER !9° W SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 1'� - _- `--507 _______ - 225.___O_�i ----- 284 . 222 ^ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, (J ` - „9 5,-i 12.0' tpy CONC. WALL i STOOP OOD - GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE Ep222 =" -'S8,6L____ i CELLAR 22.3 Z V ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE `t• "SEPTIC TANK nti. Ir x (� C ENTRANCE n yO TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. O y x222 i U i 25' N 2 CLEAN OUT A=22.5' `V N 0I O i - 8=24' ti NNt� t7 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. (1) v C N-- 22.2; N 122.3 22.3 225 -- x 21.8 ti !!J (� as tltl1 o FF EL' FRAME i 2 q 8. THE SURVEY CLOSES MATHEMATICALLY. !0 EP 21.9 , 25.4 00 I - °�' W - 227 q I RESIDENCE a 22s e p Z �r„ � m U i i 1.6' i 3 p 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT LL 0 k ^ Q x 225 1 25, 0j i ¢ ? 4 o x ti LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO ® � p o y o i a m BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, Iy a. 3 W i a I.5'i " o y 19.0 ti (7 SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. V C r9° �J i ,1 C v 224 0_ o } LE, ) 9.5 i -- 18.9' 03 i i .6224 t\ ], Q[ �. W 2, 22.2 WW i h 223 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO WW x�'6 (� ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY (xjz � �J `V I W -------- i EP 21.4 . 221 REVEAL. LL . La' V J g JO Ya (10 oO �'I x z1.5 z 2 N ---'Tl1'OVERHANG �I 1 6, 6J LL(9 �C T 0 GAS METER I �� O D a ON WOOD PANEL LEACHING I\- 1 O\ LML17N, X I POOL \ 1 ry 20.9 WOOD RET. WALL ti TV 21.4 I CFENCE ORNER Q lllCC9 tttyyy,�,�,�...... �) lIFENCE I 19.8 19.° 18.9 LO.'A. I°.SNER i 6'POST AND WIRE FENCE Y d 8 Q EP 20.9 _ .. " ��X Y X MON. S 89°4555' W 193,88' CD emu F NEWt, o C-) L. s0�� •tea nP DATE BY DESCRIPTION APPROV. BY aioHinosJo NnnoI IdPn E)rnmina - - l/�� 050525 REVISIONS �,F% Town of Southold MAIN READFpLAVOSSuffolk County, New York 400 Youngs Road oilIIll CC ORIENT, NEW YORK SUF -O Ci I"! I, I�6424A AP I hereby certify that this map was made from an actual survey AS-BUILT SURVEY DISTRICT 1000 completed by me on 05/01/2022. L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS SECTION 018.00 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK BLOCK 02.00 � �Q sheet No. s.,rveyed BY.J.P.L.iD.M. seoie: Y= 30' LOT 019.000 TAMARA L.STILLMAN,P.L.S. ]� P+\21045.000 400 Youngs Rd\Survey Dept\Drawings\21045.000 Final As-bullt.dwg 5/11/2022 10:42 AM Tamara Stillman NYSPL,S No.50528 Bruen By. D.M. Dere: 0511112082 Approved By. T.L.S. R.No. 21045.000 x,. .. _. y.rt. -. >a. ,» �, , � , . ., ,,. _.., , " . 1111. M, _ ri . . i. , ,...may.. rov'A> A- h• ---,a-r""LS,i a r x1-, w q a-1�y w.� -." , o ,« ., q�e.,B`. k'c',w. :F:w"'ert„ W T"""' �" " ". .ps.. w«-1-•;,•r<.m-' . , ro , 11.11. .. 6 1 -1 , I � I ,; - I I I , I I I I I I I � I I , " � -1 I il I "I I -. , , , I I, I " , ;, . aj t v, 1 ED AS N TED �1PP'011 „ k�^ z ,} 4 - I , 1 "11 / I FEE: � v: _ 1 .,qL I "I . .1 I I I ,; I,',� : 11 "I 1 4. , , 11 I , , I I - , , I I � , I A 1 . � ;, ' NOTIFY BUILDING DEPARTMENT A.T z1 I d 765-1802 8 AM TO 4 PM FOR THE: 5 ,1 FOLLOWING INSPECTIONS: 11, " N I ' „ s i. 1. FOUNDATION - TWO REQUIRED � ' , FOR POURED CONCRETE _ , 2. ROUGH - FRAMING & PLUMBING11 I , , 3. INSULATION I ,, I 4. FINAL CONSTRUCTION MUST . . . ' BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF I4F'vv' E , YORK STATE. NOT RESPONS!BLE FOR DESIGN OR CONSTRUCTION ERRORS, „ " r , 4 � ' COMPLY WITH ALL CODES OF ,1 _ I I'll . ,t, g 3 , NEW YORK STATE & TOWN CODES F AS REQUIRED AND CONDITIONS OF j w i i ..1 I 11 S , £.. �' " C BOARD „ . , S „ ,.. . µ1., ,y. Ix I �USTEE:S1. " I .1. , 1 _„ 1.111_. .,,. IV $EE -­11 ., " _, - , . 1.111. . , „.11.11..,_,,,... .. . . ,.. ,, ,. ,,. . __, �11, ___._...... 1111.... 1111.. _.. ,. ".., _..u.... ..,_ , . ,. , 1111 _ _M, _ _ , P OCCUPANCY OR - m"" :.. , . , ' . , „ "' _ 1- " r` USE IS UNLAWFUL1. :- , "1 , „ s' WITHOUT CERTIFICATE � : M 11 , 3 _. F OCCUPANCY 0 OCC _ - . , , ^ � _ ._ __ . ___1.1.11._._1.1.11. . 1.1.1.1_, _._..�1-_._ _ __,�._. . . - , " :.. _ ,., __ ,_ 1 , , 11 RUNOFF , . _.. , . _ _. > , ERR _. ." „ ,,,,,,,,,,,,," _., RETAIN STORM WATER r..._ 5. „g.,. , ..1_ ,", , ¢ > 236 PURSUANT TO CHAPTER1 .I 1 . , ., - . , 11 , . 11 I 0 C _11 . TOWN w. , a . 0 , E T 1.111 1.111.. OF THE - , -11-1..1+-1111. _.__,..., y,,..,. 1111.. _.. 11111.1.11..._. .. .q 1111. _...,... 1111.. 1.1...1,..1.. E f , 11 : _ ---l-.", ., ,_ - 1111 ,_,„ .._.. 11-1111-1 " ,.1 1111 . , e .1.__,,.m 4k .,......, - , - " i _ .. ,. , -x .. , »_,., 1 n , ,. ., 4 fro+. 1 4 �5.,.»-..,y.,<„y,�a;', �. ' , , , E „ _, ,., ---1 _ ,,. ................................ ....... ,.,,,.,,...,,............,,..,. - 11111_., ,.1111., w .,. 1, .. ., ... 1. M , 11 � I'll 1- a ' n - 1111 �� , ., , , 1�1 " .. - .. ' i i < s , 4 a r i 1111... , „. ... .. .. - - - .. - 1111 .. ,PLUMBING 1 „ .. . . - , L-. I 1 - .. _ .;: 9� ..«.�.` 1-11.'1 , : . „ I _._i , ALL A r..SING WASTE., , PL , 1. f F ArU Y 1 'c' 11 . 11 ,h '' e. &,WATEk LINES NEED TEV ING".1BEFORE_COVERINd b : , . ry1111 .." ... ... ..... ........ 1111. . 1111 .. ,. 11.11. .. ,..1....,. ..1....".1 -111111-1 , .............�,.. ... . 11.11 . . I' ll I 1 . . , w ,.,711111-1 " -. . 111 . 1 .. __1 . ' , : .1 , s . 1, g1,.. . AT/ON t, „ r FI. 1..r.. PLUMBER CERTIFICATION , 1 p .. I ., . 1-..1 ..,,..1-_.,1. .. �. 1111 ��. r .111: RE , ON LEAD CONTENT BEFO1.RE .. , 4 Y y L < } y g ., TE OF OCCUPANCY 1: CERTIFICA M , > v ,t L_. ,;z, .. . $ Al y �„ f Y , 11 ll I 1 IN WATER ' 11, SOLDER USED _._..._, 1111._ _._1.... , , s . e 1, n SUPPLY SYSTEM CANNOT o'e . .. � � _ : - 1 I 1 . 1 LEAD. I� ' . . ,, _ u 1 - .. , s e. r a, EXCEED 2/10 OF % _ , f . _ ", _ . „ _. 111. ,.... .I...... . , �. .. . e, w....1 „ __ w , . 11 I 1. I , Y, ., ... 1 1111 ..,,,._,., ,.. 1111._,_ ., 1111.` 4.. I , a '1ti.1 _ :;6 1g 1 "s+' _ $ .. 1111 - Y; 1.'t4 .re{'� .;i_' gw:a , 11 . :, 3} 1 $3'" ..'..y''1- ,. ,. ., ,,�i, 4 a "a `, 11 I � 11-•- 5..+� E`., 'y1 ?.z1.„• Y , ' �;'JS PL�CA�QtAdG REQlJi'�CE� ,,. .. , ., ,1k\; 1 i.. 1 ' ' 1 :1- `n,,, 1 .,, ,y,. 1 ; 1 1 , r .. - 1 . 8 , .. • , •_, . ELECTRICAL , . INSPECTION REQUIRED .11 " ' DO NOT PROCEED WITH FRAMING UNTIL ,)U"-, -VF'! OF FOUNDATION L )C,.',7-. .1'J HAS BEEN APPRvVED. . PROPOSED RESIDENCE FOR THE BARUH FAMILY ...... 1. Must provide Manuals D, J and S as per NYS Energy Code C H A R L E S 400 YOUNGS ROAD ORIENT, NEW YORK Blower door A N G O N A and ductwork testing required. A R C H I T E C T F „i P E - EIII exteri .., U- ` I C6 F or lighting 115 WASHINGTON DRIVE 'C /n Installed 4 : D F�),� 1\/t , B, /^re s , replaCed or MASTIC BEACH NY 11951 _ l. 1 1 . w R f 2021 P ed shall conform PH. 631.987.2633 ' to Chapter 172 Of the T0jvnCode CHARLES.ANG0NA27@GMAIL.COM . #1: r.. C H A R L E S A N G 0 N A A R C H I T E C T TABLE OF ZONING REQUIREMENT PLUMBING RISER DIAGRAM ROOF ROOF 115 WASHINGTON DRIVE R-40 VENT VENT MASTIC BEACH NY 11951 3 3 LESA27@GMAIL.COM90 LOT SIZE= 23,902 SQ.FT. (.55 ACRE ROOF 3041MASTER BATHROOM I LAUNDRY 3061 KID'S BATH-1 3081 KID'S BATH-2 CH R .ANG 3" SETBACK REQUIRED 3., FRONT YARD-(PRINCIPAL 50 FEET 2" 2" 3" 1%" 1-)12" `400YcungsRd, SIDE YARD-(PRINCIPAL 15 FEET MIN. TOILET $INK SINK _ L Nevi,NY'I l9;7 SINK c _. 35' TOTAL � TUB WASH TOILET SINK 1p TUB TUB SHOWER 4' pON ATTIC FLOOR 2° z° 3° 1-y2'. 1-i° 1i„ 3° 2" 1-Y., 3" 2° �O ��� 1 , REAR YARD-(PRINCIPAL 50 FEET3„ �� /N y xp ff—uT FRONT YARD-(ACCESSORY 50 FEET i 3 3 SIDE AND REAR YARD-(ACCESSORY) 10 FEET 2031 KITCHEN 2081 POWDER ROOM 2061 BATHROOM -71X, .t MAXIMUM RIDGE HEIGHT 35 FEET ✓ 3„ 3 OF 03971 NES 'I;' MAXIMUM ACCESSORY HEIGHT 18 FEET v lY Y -Y2 TOTAL TOTAL ALLOWABLE LOT COVERAGE 4,780.5 SQ.FT. (20%) 3„ 2„ 3,. SINK SINK SINK TOILET TOILET DISHWASHE H WER FIRST FLOOR 3" 2" 3° - AREA CALCULATIONS: 1_Y' '-Y" 3„ MAXIMUM ALLOWABLE LOT COVERAGE = LOT AREA X 20% 3° 3° ALLOWABLE LOT COVERAGE = 23,902 SQ. FT. X 20% _ MAXIMUM ALLOWABLE COVERAGE OF 4,780.5 SQUARE FEET. C.O. TO NEW SEPTIC SYSTEM AS 4 APPROVEDBY SUFFOLK COUNTY PROPOSED LOT COVERAGE: 4" DEPARTMENT OF HEALTH SERVICE MAIN HOUSE = 1,947 PERMITNUMBER RXXX C.O. FOR UP TO 6 BEDROOMS BASEMENT STAIRS,AND COVERED PORCHES = 531 SQ. FT. 4„ REAR PORCH = 285 SQ.FT. C.O. 4^CAST IRON HOUSIE SWIMMING POOL = 880 SQ. FT.- TO OUTSIDE OF POOL C.O. TRAP WITH C.O.AND STRUCTURE FRESH AIR VENT DETACHED GARAGE = 576 SQ.FT. TOTAL PROPOSED LOT COVERAGE = 4,182 SQ. FT. < 4,780.5 N SQ. FT. (598.5 SQ. FT. UNDER MAX ALLOWABLE) BASEMENT FLOOR PROPOSED RESIDENCE FOR THE BARUH FAMILY 4.00 YOUNG'S ROAD ORIENT, NY TOWN OF SOUTHOLD SUFFOLKCOUNTY TAX MAP # 1000 - 18 - 02 - 019 SCHEDULE OF DRAWINGS MATERIAL SYMBOLS SCHEDULE DRAWING SYMBOLS SCHEDULE GENERAL CONSTRUCTION NOTES - BARUH FAMILY RESIDENCE EARTH/COMPACT FILL - % A33 BUILDING SECTION 1 ALL DIMENSIONS AND CONDITIONS TO BE 12 CONTRACTOR SHALL SUBMIT TO THE ARCHITECT 25 ALL SLAB WORK SHALL BE 4°MIN.THICK WITH 36 PLYWOOD SHEATHING TO BE NAILED IN 46 ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY GENERAL NOTES,SYMBOLS AI- VERIFIED BY CONTRACTOR PRIOR TO ORDERING ALL MANUFACTURERS CUTS SHEETS AND 1010 6X6 WELDED WIRE MESH. EXCEPT AT 0 ACCORDANCE TO THE WFCM,2018 EDITION, TRAPPED AND VENTED AS REQUIRED BY NEW G-1 WALL SECTION OR ELEVATION LEGEND LOCATION MAP MATERIALS SPECIFICATIONS AND ALL ITEMS SUBJECT TO GARAGE WHERE A 6"SLAB WITH 1010 6X6 TABLE 3.1 YORK STATE CODE.CAST PIPE SHALL CONFORM POROUS FILL GRAVEL REFERENCE DRAWING NUMBER - 2 APPROVAL BY THE ARCHITECT PRIOR TO WELDED WIRE MESH IS TO BE INSTALLED WITH THE LOCAL CODE REQUIREMENTS AND BE SCHEDULES AND STRAPPING G-2 - DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS FABRICATION OR INSTALLATION ALL ROOF TRUSSES SHALL BE ATTACHED TO THE ASSEMBLED WITH APPROVED JOINTS, PIPE DIAGRAMS DETAIL SUPERCEDE SCALED DIMENSIONS 37 CONCRETE BLOCK ``; NO TRUCKS, BULLDOZERS OR HEAVY EQUIPMENT ❑ PLATE AND STUDS WITH GALVANIZED HURRICANE SUPPORTS AND CLEANOUTS.ALL WORK SHALL BE REFERENCE DRAWING NUMBER PROVIDE ALL SMOKE DETECTORS,CARBON 26 PERFORMED BY LICENSED PLUMBERS PROJECT SITE PLAN _____ __ 13 SHALL BE ALLOWED WITHIN TEN FEET OF TYPE CONNECTORS BY SIMPSON STRONG TIE'S OR S 1 STRUCTURAL STEEL TO BE ASTM 36, DETAILED, MONOXIDE DETECTORS AND EXHAUST FANS PER APPROVED EQUAL, SEE SHEET XX FOR STRAPPING STATE AND LOCAL CODES FOUNDATION WALL UNTIL SUPERSTRUCTURE HAS HEATING AND COOLING DESIGNS SHALL COMPLY ' CAST-IN-PLACE CONCRETE FABRICATED AND ERECTED PER A.LS.C' BEEN ERECTED DETAILS.TRUSS MANUFACTURER SHALL PROVIDE F WITH AMERICAN SOCIETY OF HEATING, 47 FOUNDATION PLAN NG, A-1.1 ROOM NAME& NUMBER ENGINEERED SPECIFICATIONS TO THE REFRIGERATION AND AIR CONDITIONING ALL CONSTRUCTION SHALL BE IN ACCORDANCE 14 INSTALLED LINTIOR AND EXTERIOR PER STATE AND LOCAL TO BE 27 FOOTINGS SHALL NOT BE SET IN GROUNDWATER, CONTRACTTO THE COO AMPAND ARCHITECT FOR SUBMISSION UB I SION ENGINEERS STANDARDS LOWER LEVEL PLAN PRE-CAST CONCRETE WITH THE N.Y.STATE ENERGY CONSER\ATION ❑ ALERT ARCHITECT IF GROUNDWATER CONDITION DEPARTMENT. A-2.1 , � 12 I ELEVATION DRAWING NAME& NUMBER CODE,THE N.Y.STATE FIRE PREVENTI014 CODE EXIST BEFORE CONSTRUCTION TAKES PLACE ELECTRICAL DISTRIBUTION SYSTEMS SHALL SCALEAW-1'0" AND THE NY STATE BUILDING CODE,THE TOWN 48 COMPLY WITH THE NATIONAL ELECTRIC CODE FIRST FLOOR PLAN WOOD FRAME CONSTRUCTION OF SOUTHOLD BUILDING DEPARTMENT AND ALL ELEVATION BENCHMARK TO BE PROVIDED BY FOUNDATIONS SILLS AND RIM JOIST STUDS A-3.1 ® 15 38 AND WORK SHALL BE PERFORMED BY LICENSED [SMALL SCALE] 22 WINDOW TYPE OTHER AUTHORITIES HAVING JURISDICTION OVER SURVEYOR.CONTRACTOR TO VERIFY ALL 28 THE CONTRACTOR SHALL PERFORM ALL STUDS TO RAFTER SHALL HAVE HURRICANE ELECTRICIAN THIS WORK.THE WOOD FRAME STRUCTURAL FOUNDATION ELEVATIONS AS PER DATA EXCAVATION AND DEWATERING SO AS TO STRAPPING SECOND FLOOR PLAN WOOD FRAME CONSTRUCTION SYSTEM SHALL BE PRESCRIPTIVE DESIGN USING PROVIDED. PREVENT ANY DISTURBANCES TO THE BEARING A-4.1 � ALL PRE-ENGINEERED LUMBER SHOULD BE MC 49 CONTRACTOR TO PROVIDE FIRE SMOKE LARGE SCALE [ ] THE DESIGN CRITERIA OF THE WOOD FP.AME STRATA OF SOIL 39 MILLAN TRUSS D>_ EXTERIOR DOOR TYPE ALL FORM WORK SHALL BE CLEAN AND SMOOTH. JOIST TJI SERIES AS NOTED ON DETECTION SYSTEM AS PER NEW YORK STATE FIRE ROOF PLAN CONSTRUCTION MANUAL, (2018 EDITION). DRAWINGS AND MC MILLAN WOOD I BEAMS AND PREVENTION AND BUILDING CODE. LOCATE I, „ „ „ „ , A-5 III II III RIGID FOAM INSULATION 16 ❑ BACK FILL SHALL NOT BE PLACED AGAINSTPROPOSED RESIDENCE 29 LVL PRODUCTS OR APPROVED EQUAL.ALL JOISTS, SMOKE DETECTORS WITHIN AND ADJACENT TO FOUNDATION WALLS UNTIL THE CONCRETE HASGIRDERS AND HEADERS SHALL HAVE BEARING ALL SLEEPING SPACES AND HEAT DETECTORS AT FOR THE BARUH FAMILY AT 101 INTERIOR DOOR TYPE WEST+SOUTH ATTAINED SUFFICIENT STRENGTH TO RESIST SUCH STIFFENERS INSTALLED AS PER MANUFACTURER'S KITCHEN SPACE.ALL SYSTEMS SHALL BE 400 YOUNGS ROAD ORIENT A-6 FIBERGLASS BATT INSULATION ANY DISCREPANCIES IN THE DRAWINGS SHALL BE ❑ ALL FOOTINGS SHALL BE PLACED ON VIRGIN SOIL TOWN OF SOUTHOLD ELEVATION REPORTED TO THE ARCHITECT IN WRITING PRIOR 1� OR CLEAN COMPACTED FILL. LOADS OR FOUNDATION WALL HAS BEEN SPECIFICATIONS.WEB STIFFENERS SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL, LATERALLY BRACED REQUIRED AT ALL LOAD BEARING POINTS AS A HAVING JURISDICTION OVER THIS PROJECT SUFFOLK COUNTY NEW YORK TO THE COMMENCEMENT OF WORK J 1 EAST+NORTH LEVEL LINE SCTM:1000-18-02-19 MINIMUM.A SINGLE 1 " LVL RIM JOIST SHALL BE A-7 EXTERIOR INSULATION AND CONTROL POINT OR DATUM ALL FOOTINGS SHALL BE REINFORCED WITH 3#S 30 ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, 4 J ELEVATION ` ` ` REQUIRED AT FLOOR PERIMETER. HANDLING, DOORS BETWEEN FINISHED AND UNFINISHED FINISH SYSTEM ❑ CONTRACTOR SHALL ARRANGE FOR ALL 18 POSTS,STUDS ETC.TO BE GRADE STAMPED ❑ 6 REBARS. UNLESS OTHERWISE NOTED S0 WALL SECTIONS NECESSARY INSPECTIONS INCLUDING THE DOUG-FIR-LARCH STRUCTURAL GRADE NUMBER 2 STORAGE AND ERECTION OF COMPONENTS SPACES SUCH AS THE DOOR BETWEEN INTERIOR A-10 EXTERIOR CEMENT STUCCO MATCHLINE SHADED PORTION CERTIFICATE OF OCCUPANCY SHALL BE PER MANUFACTURERS SPECIFICATIONS SPACE AND THE GARAGE SHALL BE 45 MINUTE THE SIDE TO BE CONSIDERED OR BETTER, F6=1200 PSI MINIMUM SYSTEM 19 ALL FOOTINGS SHALL HAVE CONTINUOUS FIRE RATED PER STATE AND LOCAL CODES WALL SECTIONS KEYWAY, PROVIDE CONTINUOS PVC WATERSTOPS A 11 SMOKE DETECTOR 110V CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHEATHING TO BE A.P.A. RATED EXPOSURE I DRAWING DATE WOOD FRAMING -ROUGH Soo � 31 MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 111 ADEQUATELY BRACING AND PROTECTING ALL 1" 40 2 LUMBER INTERCONNECTED WITH Q ❑ VERTICAL RODS SHALL RISE FROM FOOTINGS - MINIMUM THICKNESS 5-1] INTERIOR OF MECHANICAL ROOM INCLUDING 17 DECEMBER 2O2O 2 DIA GALVANIZED MACHINE BOLTS AT 24"O.C., F-1 FIRST FLOOR BATTERY BACKUP OF ALARM WORK DURING CONSTRUCTION AGAINST INTO FOUNDATION WALL @48°O.C.MIN., OR AS NOTED ON DRAWINGS, HEADER SCHEDULE WALLS AND CEILING TO HAVE$"TYPE X FIRE FRAMING PLAN SYSTEM BREAKAGE, DAMAGE,COLLAPSE, DISTORTION WOOD BLOCKING WHERE NOTED ISSUE DATE RATED GYP. BD. FINISH PER STATE AND LOCAL _ AND MISALIGNMENT ACCORDING TO APPLICABLE ALL SUBFLOORING TO BE A.P.A. RATED ISSUED FOR PERMIT 16 FEBRUARY 2021 SECOND FLOOR -4CM CARBON MONOXIDE 32 41 ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR CODES CODES,STANDARDS AND GOOD PRACTICE F-2 DETECTOR 110V WITH BATTERY ALL CONCRETE WORK MUST BE PERFORMED WITH STURD I FLOOR EXPOSURE I, q'�MINIMUM FROM CHIMNEYS FRAMING PLAN 21 A 48 HOUR POST POUR LOW TEMPERATURE OF THICKNESS.ALL EDGES OF PLYWOOD TO BE SET 52 INTERIOR OF GARAGE INCLUDING WALLS AND WOOD FINISH BACKUP ROOF FLASH,CAULK AND SEAL ALL JUNCTIONS AT 350 FAHRENHEIT, OTHERWISE TYPE III CEMENT ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD 51' F-3 ❑8 ❑ TOP AND BOTTOM EDGES OF CONVENTIONAL CEILING TO HAVE 8 TYPE X FIRE RATED GYP. BD. FRAMING PLANROOFS,WALLS AND PENETRATIONS TO FORM A TO BE USED. SUB-FLOORING TO FLOOR JOIST SYSTEM 42 REVISION DATE PLYWOOD [LARGE SCALE] EXHAUST FAN AS JOISTS MAY BE NOTHCED A MAXIMUM OF 2 FINISH PER STATE AND LOCAL CODES FAN REQUIRED BY CODE WATERTIGHT ASSEMBLY. INCHES DG 1 + DETACHED GARAGE ® 22 ALL WALLS TO BE VERIFIED BY CONTRACTOR FOR ALL HEADERS 6�-O"AND LONGER SHALL BE 33 STORM WATER MANAGEMENT DISTRICT: DG-2 DIMENSIONAL ACCURACY,SQUARE, LEVEL,AND SUPPORTED WITH DOUBLE JACK STUDS. 43 CONTRCTOR TO PROVIDE DOUBLE FRAMING S3 CONTRACTOR SHALL COMPLY WITH ❑ ALL ELECTRIC WORK SHALL CONFORM TO RULES PLUMB. 9 O LENGTHS AND OVER WITH TRIPLE ACK 9 J AROUND ALL OPENINGS(SKYLIGHTS,STAIRS, REQUIREMENTS OF THE STORM WATER AND REGULATIONS OF THE NATIONAL ELECTRIC STUDS.ALL HEADERS SHALL BE A MINIMUM OF 2 ETC.)OR AS NOTED ON THE DRAWINGS MANAGEMENT DISTRICT AND SHALL PROVIDE CODE AND N.Y.STATE BOARD OF FIRE (2X8)OR AS SHOWN ON THE DRAWINGS, SEE UNDERWRITERS 23 ANCHOR BOLTS SHALL BE g°X 10°,TO BE NECESSARY SITE PROTECTION ELEMENTS TO INSTALLED @ 48"O.C., NO LESS THAN 2 BOLTS HEADER SCHEDULE 44 CONTRACTOR TO PROVIDE DOUBLE FRAMING PREVENT RUN-OFF TO NEIGHBORING STREETS AND IN ANY RUN OF WALL. THIS EXCEDES THE UNDER ALL POSTS AND PARALLEL PARTITIONS PROPERTIES. SILT FENCING AND HAY BALES TO BE SOLID BLOCKING SHALL BE PROVIDED FOR ALL ( REQUIREMENTS OF TABLE 3.2A OF THE WFCM, 34 AND OR AS NOTED ON THE DRAWINGS INSTALLED AND MAINTAINED AT ANY LOW LYING THE ENTIRE PREMISES AREA OF WORK; INSIDE 10 AND OUT SHALL BE CLEANED OF ALL DEBRIS AND 2018 JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED AT 8'-0°O.C.MAXIMUM. PROVIDE 2„ AREA PRONE TO WATER RUN-OFF. INSTALL ALL � EXCESS MATERIAL AT THE END OF EACH ALL FLUSH WOOD CONNECTIONS SHALL BE CONTAINMENT DEVICES AS SHOWN ON PLANS. SPACE FOR AIR CIRCULATION IN ROOFS 45 WORKING DAY AREAS ABOVE MECHANICAL SYSTEMS, BOILERS, FASTENED WITH RATED GALVANIZED METAL 24 HEATERS, ETC.SHALL HAVE 5/8" FIREBONDED, HANGER CONNECTORS BY"SIMPSON STRONG 54 ALL GYPSUM WALLBOARD SHALL NAILING SCHEDULE SHALL BE AS PER TABLE 3.1 BE MADE IN THE USA GENERAL INFORMATION 11 THE CONTRACTOR SHALL PROVIDE SAFETY TYPE X, GYPSUM BOARD AS PER STATE AND 35 OF THE WFCM,2018 EDITION AS A MINIMUM. TIE��OR APPROVED EQUAL BARRICADES TO PROTECT PERSONS FROM INJURY LOCAL CODES. DRAWING SCALE: NTS THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANCONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G 0 N A RIDGE CONNECTION REQUIREMENTS -ROOF SHEATHING ATTACHMENT NAILING SCHEDULE A R C H I T E C T TABLE 3.6FROM THE WFcm 2018 EDITION TABLE 3.10 FROM THE WFCm 2018 EDITION TABLE 3.1 FROM THE WFCm 2018 EDITION 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 PH.631.987.2633 CHARLES.ANGONA27@GMAIL.COM Table 3._6 Ridge Connection Requirements for Wind Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind Exposure B Table 3.1 Nalking Schedule (DeaCLuad At,*,umpt s Nast'ASv_Nt,ry DL=10 psf) Loads F I I I I Joint DostriptionC, NAFIx Nail Spacing 100 Ff.WhifSpeed110 Its 130 140 ISO 160 ITo d Speed 1-secand must Imp�) �its r ISO 16 170 ISO .195 ROOF FRAMMG 3-secandgust rftph) ROOF RAFTERS TO RIDGE: PROVIDE SIMPSON CS20 I flocif SpanSTRUCTURAL SHEATHING Raft"tb Top Plate(Toe-rialed) (Se,7zLife 3.441 Is"Tab�,i 14AI r.,rah- U Roof PrIch Required Capacity of Ridge Connection wr14" E F Ctdiisg kist to Too Watt(Tise-ralledil Isel.Table 3.4A) lw-e Tab�3.4AI per mut0 AT EACH RAFTER WITH 18-8D NAILS PER STRAP (it) Ceiliog lum to Pafalej Rafter IrD4e,ftailedt lu-TAU*1.141 (see Table 19Af earn fop �11 IA6 1419 Jos 141 �84 321 39T is �2 12 Ceil4to Joist Lops inert partitions is"Table 1.941 11,e Tab-39A)3 9A each bill 16 203 121 141 122 226 2711 325 373 4313 524 Sheathing bricatical Rafter/Tross Maximum Nall Sp-inglOf 96 COMMM WMAS M Ida SON Noels(Incises,ML)" Coltair-rie,to Rafter(Face-miletr! (set-Tatle 3 61 ls#e Table 3 6) perbe 20 129 152 176 217 DQ 342 4016 413 5AS 661 Specific w1mg(jn,j bracid n;to Rafter(Toie-turfled) 2-Rd 2-100 eAft,Lfl 1:12 24 :114 192 211 272 3)9 410 407 Silt 6S4 791 Gravity,G 211��, Pion Board to Rafter(Ent-naded) 2-Ifa 3-16d Bary,to-I ry 41 b 12 6 12 6 12 h 11 LLI 11 b 12 6 2-' 6 245 iza 395 47!) 56a 6 763 925 1 12 6 11 6 1 WAUL FIOAMIhG 20 2U 16 Is 12 6 1-1 h 2 6 Iz is 11 16, 11 6 12 6 2 6 2 n 1-1 32 21116 241 29I 363 452 547 64.1 758 873 1067 ILA% 111 6 12 1, 1-1 f, 12 6 12 & 12 6 i26 t2 6 12 6 12 G 12 Too Plite to Too Plait (Face-daile4i 2-160 Pei foal 36 231 271 316 4;10 S108 616 710 852 9112 1t!10 24 6 12 6 12 6 12 6 12 5 12 6 1:? 6 12 6 12 6 12 6 12 TOP Plater at ar ter"dicam 4-}fid loi"IN-olach L's. W 12 65 77 91 1 1 V3 168 11413 231 266 321 11 Ill 12 0 22 6 1, 6 12 Is I! F, I�r b il 6 il 6 12 6 w Side tin Suid Irinif-MAiledl oc, CN 16 87 102 its ISO 186 2211 265 IN 354 428 0,42 16 6 12 6 12 6 22 6 12 6 11 6 22 6 12 6 12 6 12 6 12 Header to Reader Jr.t"adifill tEd 16'ox.along edges X 20 10 12a 147 to$ 232 2% 331 195 "1 536 19.2 6 12 6 1.1 Or 12 6 12 6 12 6 12h 12 6 lc 6 lZ b 12 (714 Too of Bottom pmw to std irtd-hilled) Is"Table 3SAI Icer Tible 3,5A I I'm stud 4:12 24 131 153 176 2-16 279 336 397 463 572 64,Ir 24 6 12.6 32 6 11. 6 IN 6 12 1; 1"j. 6 11 6 11 6 6 6 6 28 IS3 1719 2011 2153 125 ilQ 464 1140 620 TSO 12 6 12 t, 12 6 v h 12 6 11 6 Iz 6 1. 6 6 6 6 b 6 Bottom plate to Fluor joist,aarrdjoist,Enrijoilt Ed ow foot 32 174 201 23S 301 372 4118 530 617 709 8S7 0.47 6 12 1. 12 Is 12 6 12 6 11 6 h 0 11 Is aralo(king ifat"ailetil k 16 36 196 230 261 338 AIR 504 1 59,16 694 797 OrA 192 b ul 6 12 6 12 6 Ii 6 i 6 6 6 6 6 6 6 6 12 E!l W 69 W IN 1$2 1561 t82 �ull Z 5 3 Pedmeter tdFe Zone 24 6 12 6 1. 6 6 6 6 It 6 b I- . 6_ 4 4 4 4 6 4 FLOOR FRAMING (S)>1 i1bist 1.Sill,Top Plait at Gkdei 4-ad 4-a 04 per I'M I 12 6 12 6 12 6 Il 6 Iz 6 6 6 h 6 f, 6 6 t- 6 6 16 tib 4) oil , lis 146 176 2O8 242 271J 337 16 6 12 o id b 12 6 6 6 6 6 is 6 6 6 6 4 4 4 4 5,W-bleg to lost(Tot-raltod ?-Ad 2-.1 INS P,izA eget A1 0397 Or Al Waiting to Wist(Toifoailled) 2-Rd 2-011 eal�erd ---J L_______J L---------J L----------i 20 a., INA its IA7 "1 230 260 a03 3U all 1912 1, 12 6 1, b b 16 6 6 6 6 4 4 A 4 4 -1 A 1 0 N S12 24 tal 1119 %in 177 2.15 I(A 312 364 418 5M 74 1 6 b 1 6 6 1 6 6 1 1, 61 4 4 4_4 4 -4 44 1 1 1 1 Blotlil"In to SIR Or Top Plate rToe-riadedl 3-if if 4-164 tairl block 29 lig 149 461 206 245 ]OR 464 424 AS* $'to Ledger Strip to Beam lFaceri.11ird) L, 4-tu each Joist Gabst talwall Rake or M - Is 1,49 6 G 6 4 4 32 136 159 IS4 236 292 352 416 485 557 674 Joist on Ledger to Beam tIroe-hfitedl 3-all 3-IDd per jojil Rake Truss with up to 1' 94.0 JOAt to Joist jrnd-nfrilitd) 3_16J 4_11 Eif Pat fic.0 36 151 171 207 2tG Ila 1% 46R SAS 627 7S& Rake Overhang 0.42 6 6 6 C. 6 4 4 4 3 3 Band Joist LoSitl or Top Plate(T,sr-nallxdl 2-16d' 3-f Per tuot 11 48 SS 63 91 94F 119 141 164 189 227 ROOFSHEATHING. 16 63 74 Es Ws 113 159 IRS 218 253 302 80A110,SHEATHING 20 IS 92 106 tis 166 119 235 273 113 378 INGad St-tsulat Parnell Ali too baffa Table 2.10) lipactril;11M.1 I'xs'of 1".8, 2-Rd 2-104 p��6usipor t 24 95 111 127 162 199 Sheathing Sane Rafteri7rass M,rumum Number of Bit Common Nails Per support Ifiamothad Roand Siegibing 6:12 2 2RI 327 376 4�1 28 :11 129 148 in 232 279 IN 302 438 S29 1x8 or lxr Shraihr lig 2 2- 2 -1-2 2 riilo*or wide, 3-Sot I_;Oi per suctpart STUD TO PLATE TO RAFTER: PROVIDE SIMPSON MTS 32 127 149 160 225 265 3 iri 372 436 Sol 604 I2_I9, 2 3 3 3 3 3 4 CEILNGSHEAnONG 30(l)AT EACH STUD WITH 18-10D NAILS PER STRAP 36 112 VIG 190 242 Nif 3s9 423 491 S;4 9,01) 1 12 49 55 61 ?6 94 112 IR 151 IJ`5 211 E Gypsum W4flb.&,d Sit molefs Sl 4 o,*1 i 'r&dgf I IQ"field 16 65 7.3 82 1112 125 149 176 21bt 213 281 ate wpolons in WALLSHEATHING 0 20 81 92 103 127 156 3,67 zzo 2S.1 291 3S1 W.00 Stfuctwiti,Panel. 8.1 101 lite Table 3.111 YAZ-12:11 24 go Ito 123 tS3 187 224 A3 105 ISO 471 1 Fn"roof sheat hing within 4 fear of tlf,pc rtretpf edge of the mot includ,rig 4 feet an each side of the roof peak,the 4 fool perimeter edge SIMEtUTAP FEberaGattl Pan0r, � L HEADERS VARY SEE 28 tilt 1110 144 178 210 261 1,07 3V 40a All lone Shari be used. 11 if'i V.16 I oo",rq Ila a - 3�edge 16A Twill 32 130 147 164 204 25(1 299 351 43I 466 562 z to>»,nd speads greater than I W mph,blocking is required whe,In transion shPar jdad to tm,additt.tifful yuo,OIJN$rs total) HEADER SCHEDULE CA 36 Iv 165 IRS 2111 1 291 336 , 345 , A S8 525 632 2513Z' I I ga.lialy.IUW,,�g"an 3'edge/6'brL it LEGEND ON FRAMING ON 2x6 WALL I let, lated St,all ov.pprinmed to be m.ft,ohPil bi 0.:0 fair Oaut.ng net hwa-e a it I A lf,ot at bihid:ng-ner, headl F_ STUDS @16"O.C. In PLAN 2 Tabulated connection rrqt rmfn1s are bnipt!On total upfift minus the roof assembly dead load of 6 psf JO,43x10psf-6pv) Gsp5,,m Wiifllbotil 5d cod"PiN 5d Loolr, T' ilj-f In"fli,id _J 3 Tahubted contrectinn requirtrry'rils art,w��d an a 11 in.h ridge crinnPrtion spacing,for different ridge connection spacing,intilliply Ra,alibbird Eli Eli Js&e TA110 J Ill -1 the laptital A values by thy;a0prop'late muf"plier bfiw�, Papticielsomd Raise]% ad ad [we tnanulactulf") < e 3: PROVIDE CS 20 AT AT ALL Ridge Correction,Spacing jiml, 19,2 1 24 1 48 RAFTER/CEILING JOIST HEEL JOINT CONNECTION tholgimal Board st"t e-ong %.0 littr000lier 1 i.ocl 1 1.,11 1 l.ho 1 20o 1 doo I"A6,00va, 2-&1 2-104 Orf luirporl X EXTERIOR OPENING,JACK 4 For jork raf,p,uplift use it roof span equal to r�tice lhe gtice raper ren rho jack rafter length includes the overtang TABLE 3.9 A FROM THE WFcAA2018EDITION 1-00,a,wide 3-Ify pt'.,suaporl (14 :J STUD TO HEADER TO TOP Wng:h and the jack span. F100ff 51,41FATHNG wood stlultwil 1`14neis PLATE V of fets ad lim 6'edge/W field Table 3.9A Rafter(Ceiling Joist Heel Joint Connection Requirements tr-eahet torus lad I Ed 6'rdgo,J I!'h,4d Diagonal Board Shraltdrio {lei escHplive Trit,l-,,31 9) 1'.6,0,1".9, 2-Rd 2.lod 0-f swport I"Slo,at wide I-ad 3-IDI per support 1'. 117n Roof Live Load Ground Snow Load 4 PLYWOOD SUBFILOOR ON 8 SERVES 560 Tji @16"O.C. WALLSHEATHING ATTACHEMENT 20 psi Ad psi So Ast 10 psi 0%art.taw�2 oil Wall i�,ee 1,rg ilshl"X 6 iml ei ol-teriter it the Iut,,ttl rsbr.Ali ema-.we ndt brij;wivdule�shall Roof Span ill) Ise used helf,wall st'-.1hing hatiq i�reducc it.For 0 nall O�F.lt Wg killAilod i I ILTIeS at Ite Panel eille to obtai"hleJ,er st,+,,r capl&w l,Path,g lfhlol'ero"'l,fx afom"l me-nibers Shag be doutied,or afteMat", W#Cters IVAI TABLE 3.11 FROM THE WFcm 2018 EDITION 12 1 24 1 36 1 12 1 24 1 36 1 12 1 24 1 36 1 12 1 20 36 used to pdifilail,the load pall'. Rafter Vine",Will MV41,111i;81 conliftuoin;0"er ronfiftTed tneril L,,.ts,llt,lamilated fhil,tvo of ra;lt Otall Lie p&ndlord to Lie reduced to Rafter Slope Required Number of 16d Common or 40d Saw Nails per Hapf Joint connection"" 1-16d n4if pe, Spacing(im) lz -4 9 1 'i 9 13 u 12 37 A`VERrAlVilG0DCW4IL Table 3.11 Wall Sheathing and Cladding Attachment Exposure B 3�12 4 7 10 1 9 12 6 12 17 8 is 23 Requirements for Wind Loads 19.2 a 12 S 10 14 7 14 21 9 113 27 L IV. 0 15 6 .2 Is 9 17 1.6 12 23 34 24 5 16 12 3 4 6 7 4 7 10 5 9 23 its 19S 16 3 5 3 3 6 9 5 1) 13 6 12 27 ■ ■ • ■ ■ ■ DOUBLE 2x6 TOP PLATE Wind speed 31,sotand gust(mphl FID 1 220 13a 140 150 160 170 Igo 4:12 STRUCTURAL S14EATHING 19,z 3 7 11 6 11 16 7 14 11 ■ r-■1 ■r-1 ■ ■ ■ ■ • r-.-1 24 4 1 8 11 1 5 9 13 7 Ii 19 9 17 1 26 t I it r I Or E I F E f I F I I. I f I f I F E I F I I It I F 12 3 1 S 3 4 6 3 6 P, 4 7 11 Sheathing Lot S u, c,7 lsfa.�rrurm Nal Spacing for So Common Nails at 10d SON Nalft(Inches,&c.J'a IG 3 4 6 3 5 7 4 7 11 5 1 24 RAFTER/ CEILING JOIST CONNECTION OTT 19.2 a 5 7 3 6 9 S 9 11 6 11 17 24 6 9 A 7 11 6 11 16 14 21 12 �:=1b, 12 1 F 11 .12 6 i 2 16 3 3 5 3 4 5 3 5 E 4 7 10 12 at -IT 3 7 If Interior Zone 16 TABLE 3.4A FROM THE WFCm 2018 EDITION 2A 12 3 3 4 3 a 4 3 4 6 a 5 8 7112 191 3 4 5 3 4 6 3 6 9 4 8 12 STUD TO STUD TO RIM BOARD: PROVIDE SIMPSON it 1, 11 6 12 6 2z 6 U 6 Table 3AA Rafter and/or Ceiling Joist to Top Plate Lateral and Perimeter Edge Zone 16 k- i, , I, I, I I d d, lo I 6 II 6 fl Z4 F 2 6 It 6 11 6 22 6 6 24 1 3 S 1 7 1 3 S 8 4 8 it 5 to is Shear Connection Requirements Exposure 8 ril NITS 30(1)AT EACH STUD WITH 18-10D NAILS PER BOA41)SHEATHING or LAO SIDINIS 12 3 3 3 3 3 3 3 3 5 3 4 6 (Presvictlive Alternative*.-)lar_�Ttf 14) STRAP 16 3 3 4 3 3 4 3 4 6 3 5 a .......... Sheathing S€z> RaRerftfuss Spacing 413 Minimum Nuariberof So Conernan Nallso,lad box Nails Per Support 19.2 3 3 4 3 4 5 3 S 7 3 6 9 HEADERS VARY SEE (engines,o.c.l 24 3 4 5 3 4 6 3 6 4 8 12 700-yr,Wind Speed 110 Its 120 130 140 ISO 160 170 Ito 195 HEADER SCHEDULE lkb at Ixim Sneath trig 12.24 2 1 z 1 3-second gust 11-ph) Iz 3 3 3 1 3 3 4 4 3 4 5 3 3 3 3 1 Wall 12AZ Raftet/ceffing Joist Number of Ed Common Nails at 10d Box flails(Toenailed) 0 LEGEND ON FRAMING t I Recruit E - bell scat rep as panel edges tln.l19.2 3 3 3 3 3 4 3 4 6 3 5 7 Heigh ed in Each Rafter andlor Calling Jo;it to Top Plate Connection',"," %.0 PLAN P Nall spat n6 at orrennotfune siipp�,Isjjr the oaael Gold lad 3 3 1 A l 3 3 5 3 5 7 , 3 6 9 F- 24 1 1 " ',' : ' -':' : ON 2x6 WALL I Heel joint connetbor,%are not te cloirecl when t"ic ridge is supported by a lo;dbeafing wait,header of ridge beam designed td 12 1 8 2 2 2 2 3 J 3 1 3 3 < STUDS @16"O.C. I fr"Mall shna!1nIng "in 4 feet at the comers,the I.foot edge to"a!tachMMt retpArlsfrealhi SNII te used. resist the impl d loads. 10 2 2 2 2 3 3 3 3 3 3 2 t 3n.bted oa4 spzc,,q assumes&Iii,a,nni;attar heil to stud fra-,urg rnemhe,s with 0,12 so<u o. 2 of the Tailor Is prov,dedkiy�v.,Iiral struts w purlimtoa loidnearing lb�'lfib.Wed t,,0ju4tt a 2 2 2 3 3 3 3 3 3 3 PROVIDE CS 20 AT AT ALL 3 for rl.oreror panel Sid,ha,p.aNgAlle'd bor pads shalt be pern,ced to be.substktuTad!or common nails. 2 3 3 1 2 2 3 3 4 EXTERIOR OPENING,JACK I Eltur,a font conrierbo,n sari,rfqu•tro for tviling LOOR ON 14"SERIES 560 Tp @16"O.C. ,tatit 10 Ceiling joist lap spfi�es 8 3 3 -1 4 5 5 5 _J 3n 24 _J STUD TO HEADER TO TOP PLYWOOD SUBF 4 TjbIatvd herl jr�pt do nor include the addiliorial sieergM of thecellirig assem, 10 4 3 3 11 bly 1 3: PLATE 5 Tabulat ril'ieejl joint ctrInection reciairen,ents assume ceiling Joists ot raOtpt ties are located at flit,bottom of t"art I(space 'ill or %D When telling Joists or miter ties are located higher in IN,,attic spice,no attic storage Is assumed,and the fabula!oil hed joint 2 WIN-)c-piltog;joists ore installed para Ref to rah e's,lilt sum of tilt tt*rails in the rafter and ceiling Joist sh _,ual at exceed X r! shat;be:rxreawd by the fol kiiv,r L factors: rN PROVIDE (3)CORNER HOLD-DOWNS A$ PER Ceignii;Height/Top Heel Joint Connection I To avold�plitlwg,no mine than 2 topri-ith sliall bit morillod in eatli%idi•of a TAN,t or ctoing joist when fasivnifill Ina 2A.1 5" Plate-to-Roof Ridge top pl;vIc oi 3 liter.aili,it,vdc41 Side whr'n 0-isterlittl to d 2,N6 top plate, FRAMING PLAN: PHD5 WITH THREADED ROD AND Height I HJH.) - Adjustment Factors 4 &,frt,re top plole-lo-rhige helghts v ecvod 10',they shalt IIIr al-It,sled as fullow".' 05 8 1/2 COUPLER CNWT 8"ANCHOR BOLT AT MASONRY no T T-.a*. i!WJ Watt Height a. 10* FOUNDATION WALL: PHD5 SHALL BE ATTACHED TO PROVIDE INSULATION AT FLOORS, WALLS AND CEILINGS AS 1/3 1 so lap Plate to Ridge 414 1 33 Height(it) Adjustment Factor 3" DOUBLE STUD MINIMUM. PER RESCHECK REQUIREMENTS PROVIDED HEREIN. ALL 115 12S 1/6 1.23 10, i.w 100 1/10 is, LIS 1,25 INSULATION SHALL BE FIBRGLASS BATT INSULATION OR PROVIDE SIMPSON CS20(1)AT EACH :STUD WITH 18- Nom Lateral deflchw,of the r,ltv,ir,law file raj­!�rtwsmav to,cn d 314 inch winv"rAter t�-s.ate located al-,,v mie-tfiird of 40 15,11 8D NAILS PER STRAP,WRAP STRAP UNDER DOUBLE tht,top pldte­t�rorii ridge he ight,H,,or wi,en H,is 2 feat and may require addilicinat conski-t,cm, LV. IV. Lv� 1V; 1V; LV, IV. ROXUL MINERAL WOOL TYPE. SILL PLATES AND NAIL TO INNER FACE oil i PROVIDE (2)2x6 A.C.Q.TREATED SILL PLATE TYP. a N P.J19 rjL% rA 5" 8 X 10" HOOKED ANCHOR BOLTS @46"O.C.WITH 2"x2"x 1'. PLATE STEEL WASHERS IN ADDITION TO 4 STANDARD NUTS AND WASHERS-TYPICAL ELEVATION OF TYPICAL PLYWOOD SHUTTER PROPOSED RESIDENCE BALUSTERS SPACED AS NOT NEW FOUNDATION WALL SYSTEM: FOR THE BARUH FAMILY AT TO ALLOW A 4"SPHERE TO 10" REINFORCED POURED CONCRETE WALL,WALL 400 YOUNGS ROAD ORIENT 4" PASS THROUGH 9'-0"ABOVE FOOTING WITH#4 REINFORCEMENT AT TOWN OF SOUTHOLD ENCLOSED DESIGN STRUCTURE 4'-0" O.C.VERTICAL. PROVIDE (2)#4 SUFFOLK COUNTY NEW YORK SCTM:1000-18-02-19 REINFORCEMENT BAR AT TOP HORIZONTAL 12" DOWN WIND 130 MPH-3 SEC GUST DOOR PRESSURE INTERIOR ZONE:+41.6&-45.1 PSF END ZONE+55.6&-57.5 PSF 9711N INJ I FROM TOP. FOOTINGS SHALL BE CONTIINuous 24" VELOCITY PRESSURE =46.5 PSF WINDOW PRESSURE INTERIOR ZONE:+41.6&-45.1 PSF END ZONE+55.6&-57.5 PSF TON IIJG WIDE x 12" HIGH WITH (4)#5 REINFORCEMENT RODS LOCATED 3" FROM BOTTOM OF FOOTINGS.GRAVEL IMPORTANCE FACTOR 1.0& EXPOSURE CATEGORY"B" INTERNAL PRESSURE COEFFICIENT 0.18 BACK FILL TYPICAL AT ALL FOUNDATION WALLS. PIN • BUILDING CATEGORY IV �E TO EXISTING FOUNDATION WALL AT CONNECTION POINTS. DRAWING DATE THE ENCLOSED SEALED PLANS HAVE BEEN DESIGNED z WIND LOAD 130 MPH (3 SECOND GUST) 1 17 DECEMBER 2020 FOR AND IN COMPLIANCE WITH THE 2018 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RUN SNOW LOAD 45 P.S.F. INTERNATIONAL CODE WITH THE NYS 2019 UNIFORM ISSUE DATE I I I ROOF D.L. 20 P.S.F CODE SUPPLEMENT AND THE TOWN OF SOUTHOLD to ISSUED FOR PERMIT-16 FEBRUARY 2021 UJ ZONING AND CONSTRUCTION CODES DESIGNED HAS vv TOTAL ROOF LOAD DL+LL(SNOW WIND AND DQ=70 P.S.F. FLOOR LOAD LL=40-P.S.F. BEEN ENGINEERED WITHIN THE CRITERIA SHOWN FIRST FLOOR AREA 1,936 S.F. REVISION DATE SECOND FLOOR AREA= 1,448 S.F. STRAPPING DIAGRAM a ALL WINDOWS AND DOORS SHALL RECEIVE 8 PLYWOOD EXTERIOR SHUTTER SYSTEM. ALL SHUTTERS SHALL BE LABELED AND STORED IN GARAGE FOR 24 HR EMERGENCY INSTALLATION. PROVIDE [2] TYPICAL STAIR DETAIL I FASTENING PER 2018 IRC TABLE R301.2.1.2 SCALE:N.T.S. 31, 4 PLYWOOD SHUTTER WITH#8 x 2" STAINLESS STEEL SCREWS WITH FINISH WASHERS ALL PANELS G - 2 TO BE LABELED AND STORED IN POOL HOUSE BASEMENT. GENERAL NOTES DRAWING SCALE: NTS 4, 24 1=12 THECONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF C HARLESANGOkA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A A R C H I T E C T 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 PH.631.987.2633 I CHARLES.ANGONA27@GMAIL.COM �,'S0 ARC �C-) CONALD q T� 'A o CT EXISTING STREET ��� 039718 y0 TREES TO REMAIN S 77036'00" E200.001 r fi; O^ Y O`Q` J GARBAGE AREA _ Q U N m A `/��(y�*, IN HEDGE O — U F- ' �� IOOL-3" / \ ' Lu SCREENING O m U Lu Ln It , � .. t ? � GRAVEL N -------W-AC GARAGE(---------- DRIVEWAY DRIVEWAY - -- -j r-- EXISTING TREE TO REMAIN /" "+'+"..-✓N' , STEPPING STONE WALK !!! -•-- ---' i/ I - D Q' {r ' `. r TO DRIVEWAY v + - + `` ll��ll +� ;'% STEPS DOWN TO BASEMENT PARKING AREA i (BLUESTONE TREADS- r STUCCq RISE RS�. -.�' /^-,%' A OUTDOOR SHOWER 0 a � R 0 PORCH C) ` .--- Lu Q ( ______________ - COVER F.DPORSH r �• rII1 18r-O,r tt j ILL, DEN GUEST j STEPPING I ' 1 / yT+ ✓�.,;,}� .,/� STONE WALK �• ��fel ,« '" TO DRIVEWAY II t ' ^ 1�f • I ENTRY I I , J I�• V LtJ s i I PORCH j S £LLQw NTRY HALL DI ING _-> ':?+'• SWIMMING + j' ii .. r - _ , i i I / [] `I10^ PERGOLA OVER VJ 61'-7" J i I I ''!i',, WOOD PORCH N h� J LIVING!ROOM FAMIL`�R OM ' O r ; , I � t , PRINCIPAL SUN f�00M ' DEEP r SETBACK END t - 1 r 174'_6„ PRINCIPAL STRUCTURE SETBACK � Y t 0 .v N' ACCESSORY STRUCTURE SETBACK 0 Z w - p v ACCESSORY '^ Q Ln Q SETBACK z v m r i 77°36'00" W Lu PROPERTY LINE 193.88' PROPOSED RESIDENCE FOR THE BARUH FAMILY AT 400 YOUNGS ROAD ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK SCTM:1000-18-02-19 DRAWING DATE 17 DECEMBER 2020 ISSUE DATE ISSUED FOR PERMIT-16 FEBRUARY 2021 REVISION DATE N ( I I SITE LAYOUT PLAN SCALE:1/16"=1'-0" S -1 ,91 SITE PLAN DRAWING SCALE: 1/16"=l'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLESANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A C H A R L E S a A N G O N A A R C H I T E C T 42'-6"OVERALL 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 PH.631.987.2633 2'-6" 17'-0" 23'-0" CHARLES.ANGONA27@GMAIL.COM MAIN HOUSE FOUNDATION WALL SYSTEM: 26'-0" 10" REINFORCED POURED CONCRETE WALL,MAIN WALLS TO BE 9' HIGH ABOVE FOOTING WITH #S REINFORCEMENT AT 4'-0"O.C.VERTICAL AND 1 #S 12'-0" 5-0" 8' 8'-2" $ 3'-0" BAR HORIZONTAL AT 12" DOWN FROM TOP OF POURED CONCRETE STEPS 1'-6" S'-2" T-6" DOWN TO BASEMENT ENTRY ��RED '`AR 14 RISERS AT±7 1" RUN WALL AND AT MIDHEIGHT. FOOTINGS SHALL BE 5 pNp( CONTINUOUS 2'-�"WIDE X 1' 0" HIGH WITH 4 #5 ,11" �� D D REINFORCEMENT RODS LOCATED 3" FROM BOTTOM OF FOOTINGS. PROVIDE 6"CONTINUOUS r — — _ — — — — — — — NOSING TO NOSING 8.. �3�� PVC WATER STOP BETWEEN CONNECTION OF O N o FOOTING AND FOUNDATION WALL.WATER STOPS ° O— — — — — — — — — — — — — — — — a _q SHALL BE SUPPORTED AS REQUIRED FOR SECOND 0 0 0 0 0 0 0 0 0 0 0 0°0 'I �•� S POUR. PROVIDE EXTERIOR SPRAY TYPEN FOUNDATION WATERPROOFING SYSTEM PRIOR TO _ I - --_- o r BACKFILL.GRAVEL BACK FILL TYPICAL AT ALL I X39719 I �n�' �Y'� I I I I I I I I I I I I I I �� �o BASEMENT FOUNDATION WALLS gg' o �X1 ERIOR STAIRQASEITO BASEMENT I I I I I I I I I I �OF N�� T1 I I I I I I I I I I I I I I I I o �o r _ _ _ _ _ J o _ _ _ I I I I I I I I I I I I I I _ "� ---r —I— -r -r —I— -r- --r —I— -r- -7 —I— t � — � I o I `r I - - - - - - — -_--- - - f - - - - - - - - - - -1—• i —— - - - I I ° I o - - - - - - - - - - - — � I l o I ° I 00 I I ° I r - - - - - - - - - - - - - - 8' 103„� I 8' 84„ 8'_84” I o I E -- ---, r-- ---I I I I I I I 1 1 1 1 I I O O0 0o I I IL 1 J'_ L-----J I i i BEAM POCKET: I 13'-0" 1'-9" F J i TYPICAL COLUMN STRUCTURE: 4"x4"X3"TUBE STEEL,TYPICAL AT 7'-91"� Iv ] ] I I ALL GIRDER SUPPORT COLUMNS.-41 PROVIDE 8"x8"X3"BASE PLATE AND I r-- --'1 r-- --7 r-- - "1 6"X8"X3"CAP (PLATES,TYPICAL I ry 1 I 12"SONOTUBE SUPPORT PIER- I I -- ------------- - - ---------------- ------------- - - -- ------------- - --1 -- ---------------- , , , - , , , -• � TYPICAL: EXTEND TO VIRGIN SOIL 6' S' 6-5" 1 L_____J L_____J L_! J I BELOW FROST DEPTH BEAM POCKET: �- TYPICAL CONCRETE I FOOTINGS FOR STEEL I 11 COLUMNS: I I =1N =1N i i 36"x36"x18" DEEP I I * j O o i ; COLUMN FOOTINGS I •• I ct WITH (8)#S BARS EACH r• I � � 1 II _ d' DIRECTION't r14 I O bo 2 I LnI B A-11 - i I i i I I - A11 p® -- --� -- --� r-- ---1 I I B ------------_;— _- ----- --- -- I L I L -----J L-----J I BEAM POCKET: ; 12"SONOTUBE SUPPORT PIER I I - ; ; Iop TYPICAL: EXTEND TO VIRGIN SOIL I Q 1 1 I I n BELOW FROST DEPTHO I i O0 0o 6'-2" I 11 I I 11 I • ` I BASEMENT CONCRETE SLAB: L _ _ i PROVIDE 4'CONCRETE SLAB 1 i WITH WELDED WIRE MESH. I I N r L _ — I L_ i-ri--.i I I II - I II "' op I � " 11 BEAM POCKET: r. - J 0o I I 11 - - F- -4 F-- _/— — — — — — — — — — — — — — — — — — — 777 * I L — — — — — — — r - - _J J I I I I ° ° PROPOSED RESIDENCE ° I FOR THE BARUH FAMILY AT CRAWLSPACE UNDER I 400 YOUNGS ROAD ORIENT ° �o TOWN OF SOUTHOLD ° I SUN ROOM ( I SUFFOLK COUNTY NEW YORK ° I PROVIDE 3"RAT SLAB I ° SCTM:1000-18-02-19 I ° ° 0 0 ° L - - - - - - - - - - - - - - - - - - ° I 0 I O O O O O O O O 0 p 0 O O O O O O O O O O O O DRAWING DATE 17 DECEMBER 2020 ISSUE DATE 2'-6" 6'-6" T-8" 6-6" 3'-4" 17'-0" 8„ 1'-6" ISSUED FOR PERMIT-16 FEBRUARY 2021 42'-6" TERRACE FOUNDATION SYSTEM: REVISION DATE 8" REINFORCED POURED CONCRETE WALLS- HEIGHT OF WALL ABOVE TOP OF FOOTING TO BE CONFIRMED ON D SITE, WITH #4 BAR REINFORCEMENT AT 8'-0"O.C. p VERTICAL AND(1)#5 BAR HORIZONTAL AT 12" DOWN FROM TOP OF WALL. FOOTINGS SHALL BE CONTINUOUS AFO U N DATION PLAN 1'-s"WIDE X 12" HIGH WITH (3)#s REINFORCEMENT SCALE:1/4"=1'-0" RODS LOCATED 3" FROM BOTTOM OF FOOTINGS. PROVIDE FOOTING CHEEK WALL AT CONNECTION TO MAIN HOUSE FOUNDATION WALLS. A-1 • FOUNDATION PLAN DRAWING SCALE: 1/4"=1'-0" THE CONTENT OFTHIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHAR LES ANCONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT 42'-6"OVERALL C H A R L E S 2'-6" 12'-0" 42'-6" A N G O N A MARVIN ELEVATE MARVIN ELEVATE A R C H I T E C T AELDH3264 ELDH3264 MARVIN ELEVATE MARVIN ELEVATE MARVIN ELEVATE MARVIN ELEVATE DOUBLE HUNG DOUBLE HUNG ELAWN2935 ELIFD3080 XR ELAWN2935 ELAWN2935 115 WASHINGTON DRIVE WINDOW WINDOW AWNING WINDOW INSWING FRENCH AWNING WINDOW AWNING WINDOW MASTIC BEACH NY 11951 2'-7 2"x 5'-3 4" 2'-7 2"X 5'-3 4" 2'-4"x 2'-118" DOOR 3'-016"x 7'-112" 2'-4"x 2'-118" 2'-4"x 2'-118" PH.631.987.2633 Q CHARLES.ANGONA27@GMAIL.COM I 225 224 223 222 221 220 <<G�iII ARC y/T \C�, DONALD qti ----------------------------------- ------------- ------ ----- ��i :� 2 7 9 tt I I ROOF OVER I S' I 0397WOOD SIDE ENTRY PORCH 2061 ASMETNT Y F I I I I AI CA E I I I I I 2 8 P W E R O M -------------------- --- I I I I I I I 1 I _ ; N - - 2 71 MUD ROOM I I I r fa M `� BUILT IN BENCH ROOF OVER STOR GE CUBBIES _ WOOD PORCH MARVIN ELEVATE I I -------------- 1 R/ HO STORAI ECABINET PANTRY I I ELIFD2880 XL I 209 219 INSWING FRENCH DOOR 11-6- I I I I I I 2 9'-1" 5'-O" I I 6'-7" I 5._ I I 2'-816"x 7'-11211 �o MARVIN ELEVATE I I --- I I I I IL I I � ELDH3672 ." ------------- , EGRESS 226 I I ---- DOUBLE HUNG I _._.._... I I ----------------------------------- WINDOW :T �- -------- , -------------------- -- I 1 2'-112„x 5'-1141, L-- --_ II II __. . .. ....... ... I I RANGE WITH HOOD ABOVE I I I I FARM SINK I I CH = 8'-0" CH = O' O" REFRIGERATOR/FREEZEI2 \ I I Fn I 1 MARVIN ELEVATE I I I 205 DEN/GUEST ROOM ELDH3672 218 CEILING HEIGHT=1O'-0" Itl: 227 DOUBLE HUNG I I S CM WINDOW j I I SDO N - - - - i 61-2",• ' N 2'-1121,X 5'-11411 I I I �_____________:___:_::::� N CLOSET 2 OVER WOOD I ------------- ROOF I FRONT PORCH I 1 I I I I I I I DISHWASHER ---- i I I D W T CLOSET I I I , , I � TO I I i B SE E T I S COND I 203 KITCH N/DINING I I I I I I F OOR J FRONT ENTRY DOOR-WOOD AMD I ------------- I I I I J I I Q GLASS SWING DOOR WITH SIDELITES - I I I I I I I I j MORE THAN 50%GLASS I I I I O �, CH =10'-O" 5'-5"X 8'-2" I I I I 202 STAIR HALL I CH =1O'- I I I MARVIN ELEVATE I U p, O O 201 o Q i i _ i i - It r"I >;, , } — OPEN TO ABOVE t r--- ----, ----, i 217 INSWING FRENCH DOORS ® I I I `y� I - 11, A-11 - I I 5 11 x 7-112 I I - ---- --- I ; - I I - A-11 W I I I _______ CEILING HEI HT-10'-0 I I I I I N I I WINDOW SEAT WOOD PORCH _.- .. _. MARVIN ELEVATE I I80 I I ELDH3672 2W I `_° o 202 DOUBLE HUNG I I I I �, N WINDOWS I I I -- -- - 216 5'-11"X 5' 11 4" I I LOW MEDIA I I _ CABINETRY 1 _ _ � 215 I I I 2041FAMILY ROOM MARVIN ELEVATE LIVIN ROOM ELDH3672 I I 18' 011 WINDOW SEAT CEILING HEIGHT 10'-0" 203 DOUBLE HUNG 80 WINDOW I I I 2'-112"X 5'-114" ..i71911_. I I -I- 4 - - ------- I — ——————————— .. .. p DECKING FINISH SYSTEM: _________ _________________________________ FIREP11LACE cv IPE OR MAHOGANY DECKING ON TREATED - — ACQ FRAMING AT 16"OC. PROVIDE 12" WOOD STOVE SONOTUBE FOUNDATION SYSTEM AT OUTER DECKING FINISH SYSTEM: O6 213 210 L SUNROOM 214 212 PERIMETER AND ACQ LEDGER BOLTED TO TO PROPOSED RESIDENCE MAIN HOUSE AT INNER PERIMETER. DECKING TO 5 CEILING HEI HT= 9'-O" BE FASTENED WITH STAINLESS STEEL TRIM HEAD 00 YOUNGS ROAD ORIENT q IPE OR MAHOGANY DECKING ON TREATED FOR THE BARUH FAMILY AT ACQ FRAMING AT 16"OC. PROVIDE 12" � �' '' �"-' '�"�° ^' _ 6'- 5' 8" '-6" b SCREWS. �o TOWN OF SOUTHOLD SONOTUBE FOUNDATION SYSTEM AT OUTER I I _ PERIMETER AND ACQ LEDGER BOLTED TO TO -- J -- r MARVIN ELEVATE SUFFOLK COUNTY NEW YORK MAIN HOUSE AT INNER PERIMETER. DECKING TO ISOKERN PREFABRICATED ELIFD5490 XXL SCTM:1000-18-02-19 INSWING FRENCH DOOR BE FASTENED WITH STAINLESS STEEL TRIM HEAD FIREPLACE UNIT- PROVIDE j I SCREWS. CLEARANCES PER CODE AND --- .-. 5'-3"X 7'-112° MANUFACTURERS SPECIFICATIONS I WINDOWS LABELED EGRESS SHALL rill MEET OR EXCEED THE EGRESS REQUIREMENTS OF RCNYS R310: DRAWING DATE 17 DECEMBER 2020 CLEAR OPENING AREA =/> 5.7SQ.FT. CLEAR OPENING WIDTH =/> 20" ISSUE DATE CLEAR OPENING HEIGHT=/> 24" ISSUED FOR PERMIT-16 FEBRUARY 2021 MARVIN ELEVATE 204 205 208 209 210 GROUND FLOOR AND D ELCA3371 CASEMENT MARVIN ELEVATE O MARVIN ELEVATE MARVIN ELEVATE 206 208 210 212 WINDOW 2'-8"X 5'-11 8" 213 ELOFD2880 XR BELOW GRADE UNITS OUTSWING FRENCH DOOR ELDH3672 ELDH3672 OVER ELAWN2935 5 1 CLEAR OPENING AREA=/> 5.OSQ.FT. REVISION DATE A DOUBLE HUNG DOUBLE HUNG AWNING WINDOW 2-s 116 X T-112" CLEAR OPENING WIDTH =/>20" WINDOW WINDOW 2'-8"X 1'-11 8" CLEAR OPENING HEIGHT=,/> 24" 15JANUARv2021 2'-112"X 5'-114" 2'-112"X 5'-114" MARVIN ELEVATE 2'-6" 18'-8" 3'-4" 17'-0" 1'-6" EICA3371 2W CASEMENT MARVIN ELEVATE 207 WINDOWS 5'-4"x 5'-118" 214 ELOFD2880 XL 1' 0" OVER ELAWN2935 2W OUTSWING FRENCH DOOR SAFETY DEVICES REQUIRED AWNING WINDOW 41'-6"OVERALL 5'-4"X 1'-11 g" 2'_8 16 X 7'-11 211 SMOKE DETECTOR-HARD WIRED SD(D = INTERCONNECTED- BATTERY MARVIN ELEVATE BACK-UP 1 1 1 FIRST FLOOR PLAN ELCA33713W CASEMENT A- 2 .1 CM► = CARBON MONOXIDE SCALE:1/4"=1'0" 209 WINDOWS 8'-0"X 5'-11 g" DETECTOR- HARDWIRED FIRST FLOOR PLAN OVER ELAWN2935 3W AWNING WINDOW DRAWING SCALE: 1/4"=1'-0" 8'-0"X 1'-118" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY SE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT 41'-0"OVERALL C H A R L E S 2'-6" 18'-8" 5'-7 11' 6" 2'-9" A N G O N AA R C H I T E C T MARVIN ELEVATE MARVIN ELEVATE MARVIN ELEVATE - 115 WASHINGTON DRIVE ELDH3252 ELDH3252 MARVIN ELEVATE MARVIN ELEVATE ELDH3252 MASTIC BEACH NY 11951 DOUBLE HUNG DOUBLE HUNG ELAWN2935 ELAWN2935 DOUBLE HUNG PH.631.987.2633CHARLES.ANGONA27@GMAIL.COM WINDOW WINDOW AWNING WINDOW AWNING WINDOW WINDOW 2'-71"x 4'-4 4" 2'-7 2"x 4'-4 4" 2'-4"x 2'-118" 2'-4"x 2'-118" 2'-7 2"x 4'-4 4" 318 317 316 (3-15 C314 D ARC' DONALD X(� A <✓� 4�7�`` vco C'�A zT �t� cc��� 7 at r- :a-enc- Il 039719 COFNE�N -------- --- ----------- ----------- -------------------------------------- 306 -------- -------------- ------ ----306 ID's 1 ---- ---- ---------- ----------- ---------- -------------- ------ --- ❑ I I ROOF 3ELOW I I I I I I ------------ --- ;I I I I MARVIN ELEVATE I I 0o ELDH3664 EGRESS I I CH E0_19 DOUBLE HUNG 319 I I I ❑ WINDOW I I I I I 2'-11211 x S'-3 4 I - I m I I I ,305 KID'S ROOM-1 4'-10".:. . I MARVIN ELEVATE I ELDH3252 I I CATHEDRAL CEILING ;; HOWER I I DOUBLE HUNG 320 I ; CLOSET ,;; 304 MISTER BA�HROOM I MARVIN ELEVATE I... .. I EAY ELDH3664 NDINGTuBWINDOW SDG) DOUBLE HU N G313 2'-71"x4'-44WINDOW FRE STA91 1 2'-112„x 5'-3 4 LINEN CLEANING I I I I I I I I I I I I I I I i I I SUPPLIES F ----,,,- I I L1 °�1 I I I I I I I iV , ; ----- -- I FIRSI L O I I I I I CH = 9 '-0" 1Q'-32" i t I I I I I I 3' 4• ROOF BELOW I TOILET I I I RC71 0M I _ � j MARVIN ELEVATE CO TERTOP ANCELAWN2935 (MASTER DRESSING o MARVIN ELEVATE I I ;Iv \ LL CABINETS 303 312 ELDH3664 2W I I > I I AWNING WINDOW Lu I OPEN TO BELOW - on / A OVE WASHER i CH p DOUBLE HUNG 301 I N ` A DRYER j 2'-4"X 2'-11 8° I eI p N WINDOWS I m kA \DRY --- ----- j l ® -A-11 - 5-11"x 5-3 411 I - 3'10" ------------ ------------ ------I------ I I - A 11 I it B I io u 14'-1" --� i i o 3011 STAIR HALL r4 / \ I I m I d I I SDG) �j I L__ MARVIN ELEVATE ELDH3664 311 DOUBLE HUNG 3021 MASTER BEDROOM 1 ' l i WINDOW 2'-11111x5'-33.. MARVIN ELEVATE i CLOSET ;; CHIMNEY CATHEDRAL CEILING j 2 4 ELDH3252 I r " - --- FLUE DOUBLE HUNGI S CHASE 5-2 - - i I II o WINDOW I WRITING I j 2'-7 2'X 4'-4 4.' I i DESK I I 3071 KID'S ROOM-2 I CATHEDRAL CEILING b I j - . .. .. 0 309 OFFICE I I I I MARVIN ELEVATE I I _ I I MARVIN ELEVATE ELDH3664 c ELDH3664 EGRESS _ DOUBLE HUNG 303 I I 31O DOUBLE HUNG WINDOW I {, j I WINDOW o - .' I ao 2'-112,1 x 5'-3 4" i \ 12' 121, I 2'-112"x 5'-3 411 - ..-. ------------ --- I I I FRAME CHIMNEY FLUE SPACE FOR WOOD STOVE- PROVIDE MASTER BALCONY - CLEARANCES PER CODE AND PROPOSED RESIDENCE MANUFACTURERS SPECIFICATIONS d 2'-44° i I - -- - - -- i FOR THE BARUH FAMILY AT FRAME CHIMNEY FLUE SPACE FORbo — -- --- -- -. ---- I 400 YOUNGS ROAD ORIENT ISOKERN PREFABRICATED FIREPLACEI I I TOWN OF SOUTHOLD I I / �` \` I UNIT- PROVIDE CLEARANCES PER 308 KID'S BATH-2 SUFFOLK COUNTY NEW YORK WINDOWS LABELED EGRESS SHALL $CTM:1000-18-02-19 CODE AND MANUFACTURERS j �/ \ SPECIFICATIONS I \ j MEET OR EXCEED THE EGRESS REQUIREMENTS OF RCNYS R310: I I ' CLEAR OPENING AREA=/> 5.7SQ.FT. I II CLEAR OPENING WIDTH =/>20" DI I j CONY DECKING FINISH SYSTEM: CLEAR OPENING HEIGHT=/>24" O I _ _ ROOF BELOW ---- ----- 4 ---- --------- ---------- ---- — IPE DECKING AT EXTERIOR BALCONIES ON GROUND FLOOR AND DRAWING DATE TREATED ACQ SLEEPERS AT 16 OC ON EPDM 17 DECEMBER ZOZO BELOW GRADE UNITS ROOFING SYSTEM ON PITCHED SHEATHING A SURFACE TO PERIMETER PITCHED ROOF. CLEAR OPENING AREA=/> S.OSQ.FT. ISSUE DATE DECKING TO BE FASTENED WITH STAINLESS CLEAR OPENING WIDTH =/>20" EG ESS EG ESS CLEAR OPENING HEIGHT= > 24" ISSUED FOR PERMIT 16 FEBRUARY 2021 STEEL TRIM HEAD SCREWS. 304 305 306 307 308 309 PAINTED WOOD RAILING AT PERIMETER OF MARVIN ELEVATE MARVIN ELEVATE MARVIN ELEVATE MARVIN ELEVATE MARVIN ELEVATE MARVIN ELEVATE BALCONY PER CODE REVISION DATE ELDH3252 ELDH3252 ELAWN2935 ELAWN2935 ELDH3664 ELIFD2870 XR DOUBLE HUNG DOUBLE HUNG AWNING WINDOW AWNING WINDOW DOUBLE HUNG INSWING SAFETY DEVICES REQUIRED WINDOW WINDOW WINDOW FRENCH DOOR 2'-4"x 2'-118" 2'-4"x 2-118" SMOKE DETECTOR- HARD WIRED 2'-7 Z"X 4' 4 4" 2'-7 2"X 4'-44" 2' 11 2"X 5' 3 q' 2'-8116 X 7'-2° SDG) = INTERCONNECTED- BATTERY BACK-UP CM► = CARBON MONOXIDE 12' 8" 1' 8" DETECTOR- HARDWIRED 2'-6" 18'-8" 4'-10" 8„ 15-0" 41'-0"OVERALL III SECOND FLOOR PLAN A- 3 .1 SCALE:1/4"=1'-0" SECOND FLOOR PLAN DRAWING SCALE: 1/4"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANCONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A EGRESS EGRESS A R C H I T E C T 319 320 301 401 302 303 115 WASHINGTON DRIVE ROOF FINISH MATERIAL: _ _ _ _ _ MAX. HEIGHT ` MASTIC BEACH NY 11951 PH.631.987.2633 GAF TIMBERLINE ROOF SHINGLES OVER 30# FELT +35'-0" CHARLES.ANGONA27@GMAIL.COM PAPER 5"CDX SHEATHING ON RAFTER FRAMING PER FRAMING PLANS. PROVIDE ICE AND WATER SHIELD AT ALL RAKES, EAVES AND VALLEYS. _. ... PROVIDE STEP FLASHING AT ALL WALL TO ROOF E� CONNECTIONS AND PENETRATIONS. ARC �c� OONALO A �g SCO ry A 4 v I 1 I 039-7A- 0 39-7A-O JO I' GUTTER SYSTEM: F NE`s PROVIDE 5" HALT= ROUND GUTTERS ON RIVAL STRAPHANGER SYSTEM. PROVIDE 3"ROUND LEADERS. - -... _SECOND FLOOR PLATE HEIGHT -----—- --- - -— -- -- -- -- - -- - - - - +21 -3 EXTERIOR WALL FINISH SIDING: PAINT GRADE CLAPBOARD WITH T'±EXPOSURE rn ON g"CDX PLYWOOD ON 15# FELT-(18" -- --- r" OVERLAP ON FELT PAPER - ___.__...._._._....._................. ..._ - _._____.___......_....._.................. _ •=w _... . 60 CORNER BOARD: q VARIED WIDTH PAINT GRADE FASCIA - - - BOARD ON 1X BACKER WITH PAINT = -- -- --- -- GRADE COVE CAP WHERE CORNERTOP OF SECOND FLOOR SUBFLOOR - - - - - - — _ BOARD MEETS FRIEZE. SEE DETAILS : - -- - - -_— — _ C H A R L E S CHIMNEY SYSTEM: O N A BRICK-IT THIN BRICK VENEER SYSTEM OVER FRAME CHIMNEY EGRESS EGRESS MASS SURROUNDING FLUE LINER. 2" BLUESTONE CAP AS SHOWN IN ELEVATION. BRICK SELECTION GLEN GERY 52-DD 310 311 402 312 313 WASHINGTON ON DRIVE I T E C T ALL EXTERIOR BRICK TO GET WHITEWASH/PAINTED FINISH. _ MASTIC BEACH NY 11951 MAX. RIDGE PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL. HEIGHT PH.631.987.2633_ r CHARLES.ANGONA27@GMAIL.COM C' 0 NAL i fY : OF N BALCONY DECKING FINISH SYSTEM: q IPE DECKING AT EXTERIOR BALCONIES ON -- - - -- - - - -- - -- - - SECOND FLOOR PLATE HEIGHT TREATED ACQ SLEEPERS AT 16"OC ON EPDhl - - - - - - - - - - _ ROOFING SYSTEM ON SHEATHING SURFACE PITCHED TO OUTER PERIMETER PROVIDE -- - - FLASHING AS NEEDED AT TRANSITION TO ROOF. DECKING TO BE FASTENED WITH STAINLESS STEEL TRIM HEAD SCREWS. EEIM _... .......... .._ 00 PAINT GRADE POSTS AND -- -- - -- LEI RAILING PER CODE _ _ ..........._ ... _.. _ ..... . .. . _____.._._------..___.__._ - - -- --- -- - --- -- . - .. - .. - .. - .. . .. - - _ - TOP OF SECOND FLOOR SUBFLOOR --- ---- ----- --- . - .. - . +13'-13/4" - - - -- PAINT GRADE COLUMNS WITH CAP AND BASE TRIM -- - - _....---------- ----- ---- -- - - - -- - --- -- --- M - .- .. - .. - .. - .. - .. - .. - .. - .. - _ TOP OF FIRST FLOOR SUBFLOOR +2 0. O GRADE N 211 212 215 216 217 218 219 n EAST ELEVATION 315 SCALE:1/4"=1'-0" 314 316 317 318 _ MAX. RIDGE HEIGHT_ +35'-0"- - ROOF FINISH MATERIAL: GAF TIMBERLINE ROOF SHINGLES OVER 30# FELT PAPER g" CDX SHEATHING ON RAFTER FRAMING PER FRAMING PLANS. PROVIDE ICE AND WATER SHIELD AT ALL RAKES, EAVES AND VALLEYS. ' PROVIDE STEP FLASHING AT ALL WALL TO ROOF CONNECTIONS AND PENETRATIONS. IIS - --- -- -- GUTTER SYSTEM: PROVIDE 5" HALF ROUND GUTTERS - ON RIVAL STRAP HANGER SYSTEM. PROVIDE 3"ROUND SECOND FLOOR PLATE HEIGHT LEADERS. +21'-3" - - - -- PROPOSED RESIDENCE ---- - - --- FOR THE BARUH FAMILY AT 400 YOUNGS ROAD m ----- -- -- --. - - _ _--_- - -_-- --- EXTERIOR WALL FINISH SIDING: ORIENT TOWN OF SOUTHOLD M ------- -------- .._..----------------- ------ IE PAINT GRADE CLAPBOARD WITH 6"+EXPOSURE SUFFOLK COUNTY NEW YORK _... _.__....._......__._.. ___.._._.__.__....__........................_... ON g"CDX PLYWOOD ON 15#FELT-(18" SCTM:1000-18-02-19 00 - - --_ - - - - OVERLAP ON FELT PAPER) -- _ - --- -- CORNER BOARD: 4 VARIED WIDTH PAINT GRADE FASCIA BOARD ON 1X BACKER WITH PAINT TOP OF SECOND FLOOR SUBFLOOR - _-_ _ _ _ _ _ _ __ _.. - _-- ___-___--_ ...._ _.. _ ._.. - __- GRADE COVE CAP WHERE CORNER +13'-13/4" - - _ BOARD MEETS FRIEZE. SEE DETAILSDRAWING DATE -- -- - _ 17 DECEMBER 2020 ISSUE DATE COVERED PORCH FINISHES: TYPICAL 5/4 ROOF EDGE TRIM DETAIL WITH FASCIA. PROVIDE DROPPED TRIM GIRDER. CEILING SHALL r� BE 1X4 SQUARE GROOVE T&G SOFFIT MATERIAL.ALL REVISION DATE IJDECKING FINISH TEM: S TRIM TO BE PAINTED WHITE COLOR q IPE OR MAHOGANY DECKING ON TREATED ACQ -__ __-. -_.. ........ __. _ J.- FRAMING ..FRAMING AT 16"OC. PROVIDE 12"SONOTUBE FOUNDATION SYSTEM AT OUTER PERIMETER AND ..............._.........._...._._.__....._..._..._..._........_..._...---...___-..__.. _...._............._.........__._._...... _.._._..._.._._ __................_ ACQ LEDGER BOLTED TO TO MAIN HOUSE AT INNER ll� 8" PAINT GRADE COLUMNS PERIMETER. DECKING TO BE FASTENED WITH _ WITH CAP AND BASE TRIM STAINLESS STEEL TRIM HEAD SCREWS. --- - _- -- - - -- TOP OF FIRST FLOOR SUBFLOOR O N _ GRADE6 ,91 WATER TABLE BUILDING ELEVATIONS PANT GRADE RAILING PER NYS CODE q X 6 PAINT GRADE FASCIA BOARD AT BASEMENT ENTRY SYAIRCASE 2 NOON q RTH ELEVATION BACKER WITH PAINT GRADE DRAWING SCALE: 1/4"=1'-0" 220 221 222 223 224 225 - DRIP CAP. SEE DETAILS SCALE:1/4"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANCONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT ASPHALT ROOFING OVER g" SHEATHING C H A R L E S A N G O N A F qC` qT OLT Fox, A R C H I T E C T I TO CO TFPTGe�?�O 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 TYPICAL 2X10 ROOF RAFTERS �> sri9 PH.631.987.2633 �'. CHARLES.ANGONA27@GMAIL.COM 2X BLOCKING 2X4 RAFTER TAILS SISTERED BETWEEN RAFTERS TO COMMON RAFTERS �e 5"GUTTER SYSTEM ON RIVAL SECOND FLOOR CEILING FRAMING SYSTEM: STRAP HANGERS C7\���ROO AoCyj� f � 2X10 TYPICAL CEILING JOIST SYSTEM-SEE FRAMING PLANS. PROVIDE MIDPSAN AND FIRE VERSATEX VER212 v 7 v BLOCKING AS REQUIRED SUBFLOOR AT ATTIC SHALL BE 3"T&G PLYWOOD GLUED TO JOIST MOLDING ON q X6 FASCIA WITH PL PREMIUM AND NAILED AT 8"OC WITH �� — 2"T&G V-GROOVE FINISH (jam 8D(MINIMUM) RING SHANK NAILS.SEE HERS h� UNDER EAVES 9TGC 039719 ^'�O REPORT FOR INSULATION SPECIFICATION. BLOCKING V, g X4 FRIEZE BOARD ON q OF NE SPACED FOR VENTILATION - PROVIDE BUILDING ENVELOPE& INSULATION: INSECT SCREEN AT AIR GAP-VERSATEX PROVIDE R-38 BATT INSULATION AT ALL _ _ _ _ _ _MAX. RIDGE HEIGHT VER52 MOLDING CONTINUOUS WITH RAKE — I I CEILINGS. PROVIDE R-21 BATT INSULATION SECTION DETAIL +35'-0" �-� SCALE:3/4"=1'-0" AT ALL EXTERIOR WALLS. PROVIDE BATT INSULATION BETWEEN FLOORS AND AT ASPHALT ROOFING OVER g" 2X8 PORCH ROOF SHEATHING INTERIOR PARTIONS AT MAXIMUM R-VALUE RAFTERS THAT CAVITY WILL ALLOW S"GUT1fER SYSTEM ON RIVAL 2X8 PORCH CEILING STRAP HANGERS JOIST NOTCHED OVER GIRDER-PROVIDE l _ SIMPSON JOINT HANGER Ln 12 12 I—IV 12F 0 1 12 N VERSATEX VER212 O3 'X 9 2'r PORCH ^� MOLDING ON 4 X6 FASCIA L` GIRDER WITH VERSATEX m ATTIC '_^ TRIM WRAP 7 114„ 2"T&G V GROOVE FINISH UNDER L EAVES AND PORCH CEILING V) w m s, w 1'.v r v , r; ............ t- ; A to SECTION DETAIL 0 SECOND FLOOR PLATE HEIGHT _ SCALE:3/4"=1'-0" v `00 t.......... .: Lu _ q X 4 IPE PORCH = N M DECKING Ly Z M J_ Z w 3011 STAIR HALL ^� 2X10 ACQ PORCH SECOND FLOOR FRAMING SYSTEM: 30S1KID'S ROOM 1 Ov N LIJ 3071KID'S ROOM-2 °� - FRAMING r(V 11 g"TJI FLOOR JOIST SYSTEM, SEE FRAMING PLANS. IFP I IV LL M PROVIDE MIDPSAN AND SQUASH BLOCKING AT WALL ■� LL LOCATIONS AS PER MANUFACTURER GUIDELINES. °° 4X4 ACQ POST AT j SUBFLOOR SHALL BEq"T&G PLYWOOD GLUED TO 12 12 – – – TOP OF SECOND FLOOR SUBFLOOR - SONOTUBE WITH JOIST WITH PL PREMIUM AND NAILED AT B"OC WITH S ,, ;,r ,;', „', 5 – – – +13'-1 3/4" SIMPSON POST BASE ,,;y:rr,..rr,:,, xi,r„r.,,;;t:•x.r,C,C,.i r,tr itr 8D MIMUM RING SHANK NAILS. V I c I � I I O = Q I I— O U Ow a FIRST FLOOR FRAMING SYSTEM: 0 LLI 14°TJI FLOOR JOIST SYSTEM, SEE FRAMING PLANS. COAT LL 00 O w PROVIDE MIDPSAN AND SQUASH BLOCKING AT WALL 205IDEN/GUEST RM CLOSET LL z 2011 ENTRY STAIR HALL LL p I I 2021 LIVING ROOM SECTION DETAIL LOCATIONS AS PER MANUFACTURER GUIDELINES. =I� Z (A v SCALE:3/4"=1'-0" SUBFLOOR SHALL BE q"T8G PLYWOOD GLUED TO JOIST O LL _ WITH PL PREMIUM AIVD NAILED AT 8"OC WITH 8D w LEDGER FOR PORCH r MIMUM RING SHANK NAILS. LL o FRAMING BOLTED TO RIM • BOARD-STAGGER AT 18" ------ O.C.- PROVIDE BLOCKING ---3 . – .. – .. . .. – .. _ .. – .. – ..– .+21 - ( 3 OP OF FIRST RSFLOOR SUBFL T Ei A-1 i) 0 Q ° r .I GRADE -0 I O L9 PROVIDE 1 LAYER$"TYPE'X' e,.. {..................... I I- Z I :� I m GYPSUM BOARD TO I j N UNDERSIDE OF ALL EXPOSED ' LL Z LL ENGINEERED JOISTS AT Lu LL BASEMENT I LL i N O I Q I i 00 O UNFINISHED BASEMENT I i! 1:z O I m I I I IL �i------------------ - f' ---- ---------------i1 0 I �' '• I o, 13 PROPOSED RESIDENCE `¢ FOR THE BARUH FAMILY AT A-10 ! 400 YOUNGS ROAD ORIENT .-......................................................................... i . TOWN OF SOUTHOLD BASEMENT CONCRETE SLAB: SUFFOLK COUNTY NEW YORK PROVIDE 4"CONCRETE SLAB p Ei MAIN HOUSE FOUNDATION WALL SYSTEM: SCTM:1000-18-02-19 10" REINFORCED POURED CONCRETE WALL, MAIN WITH WELDED WIRE MESH. i�. WALLS TO BE 9' HIGH ABOVE FOOTING WITH#5 I� !REINFORCEMENT AT 4-0"O.C.VERTICAL AND 1 #5 j BAR HORIZONTAL AT 12" DOWN FROM TOP OF WALL AND AT MIDHEIGHT. FOOTINGS SHALL BE !i CONTINUOUS 2'-0"WIDE X 1'-0" HIGH WITH 445 v �s DRAWING DATE REINFORCEMENT RODS LOCATED 3" FROM i! ° 17 DECEMBER 2020 BOTTOM OF FOOTINGS. PROVIDE 6"CONTINUOUS PVC WATER STOP BETWEEN CONNECTION OF 1� SECTION A-A7., 1a, 7.r ISSUE DATE SCALE:1/4"=1'-O" ! FOOTING AND FOUNDATION WALL.WATER STOPS i' SHALL BE SUPPORTED AS REQUIRED FOR SECOND i p ISSUED FOR PERMIT lfiFEBRUARY2021 it POUR. PROVIDE EXTERIOR SPRAY TYPE FOUNDATION WATERPROOFING SYSTEM PRIOR TO i= BACKFILL.GRAVEL BACK FILL TYPICAL AT ALL ------ REVISION DATE 0 °i BASEMENT FOUNDATION WALLS ° . ° ° li p O 2'-0" A -1 r 4 0 ,01 F21 SECTION DETAIL BUILDING SECTIONS SCALE:3/4"=1'-0" + DETAILS DRAWING SCALE: AS NOTED THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A A R C H I T E C T 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 PH.631.987.2633 CHARLES.ANGONA27@GMAIL.COM SECOND FLOOR CEILING FRAMING SYSTEM: �D ARC 2X10 TYPICAL CEILING JOIST SYSTEM-SEE �R FRAMING PLANS. PROVIDE MIDPSAN AND FIRE O r��5� 0ONAto q BLOCKING AS REQUIRED SUBFLOOR AT ATTIC 4�' tic � SHALL BE q"T&G PLYWOOD GLUED TO JOIST r� M` •s 2 AND NAILED AT 8"OC WITH lrT WITH PL PREMIUM A ��' `I'I� _�>,r- i 8D(MINIMUM) RING SHANK NAILS.SEE HERS REPORT FOR INSULATION SPECIFICATION. \\d) N9 O�� 039719 OF NE`N MAX. RIDGE HEIGHT BUILDING ENVELOPE& INSULATION: +35'-6" PROVIDE R-38 BATT INSULATION AT ALL _ CEILINGS. PROVIDE R-21 BATT INSULATION I --- — -- -- -- --- -- --- I9 ll -- ---- -- AT ALL EXTERIOR WALLS. PROVIDE BATT ____ _ o t INSULATION BETWEEN FLOORS AND AT INTERIOR PARTIONS AT MAXIMUM R-VALUE THAT CAVITY WILL ALLOW ATTIC I! ! 1 4' .h 4 f f Y h° l!;ti' f'; `.tY 4'' i f f. f f f :•f 1jf t t t :t' .. SECOND FLOOR PLATE HEIGHT . — .. —..— .. _ .. — .. — .. — .. — . _ a +21'-3" a = WINDOW AND DOOR FLASHING: PROVIDE LEAD COATED COPPER FLASHING AT SECOND FLOOR FRAMING SYSTEM: 0 `\ 3011 STAIR HALL w M J \ O 2 WINDOW AND DOOR PANS.ALL PANS SHALL 11 g"TJI FLOOR JOIST SYSTEM, SEE FRAMING PLANS. `- = i \\\ Z HAVE 4"MINIMUM RISE AT SIDES AND M 0 \ 3031 MASTER DRESSING PROVIDE MIDPSAN AND SQUASH BLOCKING AT WALL p w \\ Z w TOILET MAXIMUM POSSIBLE AT INTERIORS TO CONTAIN LOCATIONS AS PER MANUFACTURER GUIDELINES. Lu \\\ LAUNDRY p u ROOM INFILTRATION. PROVIDE WOOD AND FLASHING 00 SUBFLOOR SHALL BET&G PLYWOOD GLUIED TO p v, illa W \\\ "' DRIP CAP AT WINDOWS THAT DO NOT TUCK JOIST WITH PL PREMIUM AND NAILED AT 8"OC WITH w \\ MIV LL Z— UNDER FRIEZE BOARDS. 8D MIMUM RING SHANK(NAILS. �N 1 \\ \\ bo 5 ^ \\\ — — — TOP OF SECOND FLOOR SUBFLOORT +13'-1 3/4 II ,".nn. nJ i.i.nnnn n.nn I W \ 0 Q \ FIRST FLOOR FRAMING SYSTEM: o W u \ " _ \ 14 TJI FLOOR JOIST SYSTEM,SEE FRAMING PLANS. II a \\\ PROVIDE MIDPSAN AND SQUASH BLOCKING AT WALL g .W O = Q LOCATIONS AS PER MANUFACTURER GUIDELINES. PORCH CEILING FINISH: I ZTz FLAT CEILING WITH T&G �'� Ih p LU ° L9F SUBFLOOR SHALL BE q°T&G PLYWOOD GLUED TO JOIST V-GROOVE PLANKS p !!' p 0 p gy � W - = WITH PL PREMIUM AND NAILED AT 8' OC WITH 8D °O'v O ! F- O O MIMUM RING SHANK NAILS. ENTRY STAIR HALL _ � O Z 20� \ " c7 u LL J 2031 KITCHEN/DINING LL Vj LU 1�, � O L) DECKING FINISH SYSTEM: LL \\\\ In `L' w " t^ q IPE DECKING ON TREATED ACQ a \\\ Ir w �' LL FRAMING AT 16"OC DECKING TO BE FASTENED WITH STAINLESS STEEL TRIM \ HEAD SCREWS. \ O0 l \ TOP OF FIRST FLOOR SUBFLOOR LA 1 O \ \ — GRADE _ iv �G is 01-0" 0 0 \ O PROVIDE 1 LAYERg"TYPE'X' Q p 1— Z = u to GYPSUM BOARD TO g w ti < UNDERSIDE OF ALL EXPOSED W ENGINEEREDJ OISTS AT Z`Z w LL UNFINISHED BASEMENT BASEMENT a Lu a 000 _j °° O U ~O BASEMENT CONCRETE SLAB: PROPOSED RESIDENCE MAIN HOUSE FOUNDATION WALL SYSTEM: PROVIDE 4"CONCRETE SLAB FOR THE BARUH FAMILY AT 10"REINFORCED POURED CONCRETE WALL, MAIN WITH WELDED WIRE MESH. 400 YOUNGS ROAD ORIENT WALLS TO BE 9' HIGH ABOVE FOOTING WITH#S TOWN OF SOUTHOLD REINFORCEMENT AT 4'-0"O.C.VERTICAL AND 1 #S SUFFOLK COUNTY NEW YORK BAR HORIZONTAL AT 12" DOWN FROM TOP OF SCTM:1000-18-02-19 WALL AND AT MIDHEIGHT. FOOTINGS SHALL BE CONTINUOUS 2'-0"WIDE X 1'-0" HIGH WITH 445 REINFORCEMENT RODS LOCATED 3" FROM BOTTOM OF FOOTINGS. PROVIDE 6"CONTINUOUS PVC WATER STOP BETWEEN CONNECTION OF FOOTING AND FOUNDATION WALL.WATER STOPS DRAWING DATE SHALL BE SUPPORTED AS REQUIRED FOR SECOND 17 DECEMBER 2020 POUR. PROVIDE EXTERIOR SPRAY TYPE FOUNDATION WATERPROOFING SYSTEM PRIOR TO ISSUE DATE BACKFILL.GRAVEL BACK FILL TYPICAL AT ALL ISSUED FOR PERMIT-16 FEBRUARY 2021 BASEMENT FOUNDATION WALLS REVISION DATE A-1 r y JE 1 .1 BUILDING SECTIONS + DETAILS DRAWING SCALE: AS NOTED THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARI ES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A A R C H I T E C T 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 r PH.631.987.2633 Q CHARLES.ANGONA27@GMAIL.COM I ACQ STAIR FRAMING NALD 2-2x10 ACQ JOISTS 2x10 ACQ JOISTS @ 16"o.c. co °° /l/v0 L!J Qy A 7 BASEMENT ° �'�� 0397A9 (( 11 ENTRY OF N�� 1' Jl STAIRCASE -- 2-2x1O ACQ JOISTS •i ' ACQ STAIR FRAMING 2X10 ACQ JOISTS @ 16"O.C. 0 i 2-2X10 ACQ JOISTS i 14"TJI 360 @ 16"O.c. 14"TJI 360 @ 16"O.C. 5 2"X 14"ANTHONY POWER u u u u u u u v �i u u BEAM - FLUSH O O O O O O O O O 0 O O i — I'D :o �o 110 %.D �o %.0 `^ I'D �o m ' 14-Tp 360 @ 16"o.c. 2x10 ACQ Jolsrs @ 16"O.C. r r r r r r r H r r r 1 q"X 14" LVL RIM BOARD 0 0 0 0 0 0 o o o 0 0 i 14"TJI 360 @ 16"O.C. I'D %�o %�o %lo %�o %�o %�o I'D �o %.D ko M M M M M M M N M M N M M 1= 1 ►= E= ' 14"Tp 360 @ 16"o.c. Ict v v It It It It Iq r r r r r r r 14"Tp 360 @ 16"o.c. -- -- -- - - -- -- -- ITTJ 360 @ 16"o.c. OPENING FOR STAIRCASE TO BASEMENT B-101 5 2"X 14"ANTHONY POWER I� 14"TJI 360 @ 16"O.C. BEAM- FLUSH —TF-2-14"TJI 360 B-102, i 14"Tp 360 @ 16" o.c. �.__-- S . ' 14"Tp 360 @ 16"O.C. 9. THIS SYMBOL INDICATES JOIST HANGER LOCATION 14"TJ 1360 @ 16"O.C. A11 — 14"TJI 360 @ 16" o.c. — A-11 ' 14"TJ 1360 @ 16"O.C. - I 14"Tp 560 @ 16"O.C. 14"Til 560 @ 16"o.c. ACQ STAIR FRAMING Li a l-J a ti Li Li u u u u u 0 0 0 0 0 0 0 0 0 0 0 0 I 14"TJI 560 @ 16"o.c. 1p 110 l0 l0 l0 l0 k0 l0 1It @ @ @ @ @ @ @ @ @ @ @ @ tl „ „ 0 0 0 0 0 0 0 0 0 0 0 o I 14 Tp 560 @ 16 O.C. \0 kO 1.0 \.D kO I'D \.D \10 kD �D kO \.O 2-2x10 ACQ JOISTS M M M M M M M M M M M M ' I 14"TJI 560 @ 16"o.c. 14"TJI 560 @ 16"o.c. ' 14"TJI 560 @ 16"O.C. 2x10 ACQ JOISTS @ 16"O.C. II 14"Tp 560 @ 16"O.C. BEARING WALL 14"TJ1560 @ 16"O.C. I 14"TJI 560 @ 16" O.C. WALL BELOW • � I L------------------J � 11 . •, f WALL ABOVE CIA 5z" X 14"ANTHONY POWER BEAM - FLUSH PA-WOOD POST ABOVE u v u u cJ v u u u u u PB-WOOD POST BELOW O O O O O O O O O O O 5 z"X 14"ANTHONY POWER 5 2"X 14"ANTHONY POWER iro io �o Co �o �o �o PT WOOD POST THROUGH PROPOSED RESIDENCE BEAM- FLUSH BEAM- FLUSH @ @d @ @ (3j @o` @d (c3j (3j (3j (c3j CA-STEEL COLUMN ABOVE FOR THE BARUH FAMILY AT 0 0 0 0 0 0 0 0 0 0 o CB-STEEL COLUMN BELOW 400 YOUNGS ROAD ORIENT 110 ko %�o k-0 110 �.o %D k-o ko %.D %.0 M M M M M M M M M m TOWN OF SOUTHOLD 14"x 7 '4" LVL FRAMING @ 12" ~ ~ ~ ~ ~ ~ ~ ~ ~ SUFFOLK COUNTY NEW YORK O.C. FLUSH TO BOTTOM OF `t SCTM:1000-18-02-19 TYPICAL HEADERS: MAIN FRAMING - LOWERED FOR PREFABRICATED ISOKERN HEADERS SPANS LESS THAN 4' SPAN -(2)2X8 TYP. FIREBOX UNIT HEADERS GREATER THAN 4' SPAN -52"X 9'-2" POWER BEAM 00 0 0 0 0 0 0 0 0 0 0 o UNLESS OTHERWISE NOTED DRAWING DATE 17 DECEMBER 2020 ISSUE DATE ISSUED FOR PERMIT-16 FEBRUARY 2021 STEEL AT FIRST FLOOR BEAM# BEAM SPECIFICATION TOP OF STEEL-ABOVE FOUNDATION WALL REVISION DATE r.. _ 0�1„ W 10 X 19 - DROPPED FLUSH WITH T.O. FOUNDATION WALL . B-1 :F i 0B,-102" W 10 X 19 - DROPPED FLUSH WITH T.O. FOUNDATION WALL A B-103: W 10 X 19 - DROPPED FLUSH WITH T.O. FOUNDATION WALL :.B-104.`: W 10 X 19 - DROPPED FLUSH WITH T.O. FOUNDATION WALL F -1 1 • Q FIRST FLOOR FRAMING PLAN FIRST FLOOR SCALE:1/4"=l'-O" FRAMING PLAN DRAWING SCALE: 1/4"=1'-0" THC CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A A R C H I T E C T 115 WASHINGTON DRIVE A MASTIC BEACH NY 11951 PH.631.987.2633 CHARLES.ANGONA27@GMAIL.COM O Q I 2X10 CEILING JOIST UNDER ROOF RAFTERS @ 16"O.C. 32"X 9 2"APB PORCH g o ARC/y GIRDER-DROPPED �J \� ppNAL q 2X8 PORCH CEILING HATCH DENOTES WALLS WITH NC O� FRAMING UNDER ROOF LOWERED PLATE HEIGHT-9'-1 4" w � o� RAFTERS @ 16"O.C. ROOF FRAMING IIII Illii 0397A I'I 'I � O F NES I,'I I ROOF FRAMING ILA— I,I - ---- I .��_ J - --- --- —_ __— —, I I I I I IIII I IIII I 3 2"X 9 2"APB PORCH i I I IIII I I I GIRDER- DROPPED IIII I. 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' L J I I I I HATCH DENOTES WALLS WITH K I 11It 8°Tp 560 @ 16" O.C. i LOWERED PLATE HEIGHT V-14" SYMBOL INDICATES I 11 8"TJI 560 @ 16" O.C. TYPICAL JOIST HANGER I 118 TJ 1560 @ 16"o.c. I 2-118"TJI 560 I Ili TJI 560 @ 16" O.C. 1 r�u-e uu �JuFLT H BEAM (3 14"X 14" LVL WITH (2 2"I C � � X OO O O O O O O ' F L-1 ; 13 2" STEEL PLATE- PROVIDE STEEL CLIPS AT -CD �0 ko 110 �o �o �0 ko %.D I BOTH ENDS FOR ATTACHMENT TO STEEL PLATE I it �J CaJ CaJ CJ �J CEJ CEJ @) CaJ CEJ �J I 7 " 1 I 0 0 0 0 0 0 0 0 0 0 0 I 118 Tp 560 @ 16 o.c. ' LO �O %0 110 LO 110 �O l0 lO \.O 10 I F Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln I 1 - - - - - - - - - - I 11 b"TJI 560 @ 16"O.C. ---I I 8 ---J r­IoO r-loo I-I00 N00 r-100 % IV00 r_Iw I-I00 rV00 r­I00 rJ00 I I I --- -- --- -- --- --' `- --- i I BEARING WALL ! I I LJ I FRAME CHIMNEY FLUE SPACE ABOVE FOR WOOD STOVE PROPOSED RESIDENCE - -- ------J I WALL BELOW -------- _-------i PROVIDE CLEARANCES PER r----- --� FOR THE BARUH FAMILY AT 52"X 118"APB- FLUSH I 400 YOUNGS ROAD ORIENT Lj CODE AND MANUFACTURERS L------------------J TOWN OF SOUTHOLD LJ SPECIFICATIONS WALL ABOVE SUFFOLK COUNTY NEW YORK FRAME CHIMNEY FLUE SPACE SCTM:1000-18-02-19 FOR ISOKERN PREFABRICATED FIREPLACE UNIT- PROVIDE CLEARANCES PER CODE AND 5 Z'X 117"APB- FLUSH PA-WOOD POST ABOVE PB-WOOD POST BELOW MANUFACTURERS AT SUN ROOM CEILING PT-WOOD POST THROUGH SPECIFICATIONS CA-STEEL COLUMN ABOVE F_-1 I I CB-STEEL COLUMN BELOW DRAWING DATE t-"1 C� r_J I 17 DECEMBER 2020 LJ LJ L__J ISSUE DATE TYPICAL HEADERS: ISSUED FOR PERMIT-16 FEBRUARY 2021 HEADERS SPANS LESS THAN 4' ROOF FRAMING SPAN -(2)2X8 TYP. HEADERS GREATER THAN 4' HATCH DENOTES WALLS WITH SPAN -52"X 92" POWER BEAM REVISION DATE 5 2"X 112"APB- FLUSH LOWERED PLATE HEIGHT 9'-1 4" UNLESS OTHERWISE NOTED AT SUN ROOM CEILING 2X10 SUN ROOM I D CEILING FRAMING O UNDER ROOF RAFTERS @ 16" o.c. A SECOND FLOOR FRAMING PLAN SCALE:1/4"=1'-0" Fr_ 2 .1 SECOND FLOOR FRAMING PLAN DRAWING SCALE: 1/4"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANCONA-ARCHITECT ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A A R C H I T E C T A � 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 0 PH.631.987.2633 CHARLES.ANGONA27@GMAIL.COM Q ���� ARctii 3 2�X 9 2 APB PORCH GIRDER BELOW 1 q,11$"LVL RIDGE 5� pONALD q T� 00 I I _ '- --- --------- I I I 32 X 14"APB STRUCTURAL RIDGE LAY OVER VALLEY I I I I t 1�\ oaa7A9 -l0 11 11 2X4 LOOKOUTS @ 16"O.C. 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PB _ _ ;' , PB I Pg I 1'%,�'�' I� „ „ „ „ ____ 3 2„X 14"APB STRUCTURAL RIDGE 2xlO ROOF RATERS @ 16"O.C. - - - " " " " '� - --, - 148 RAFTERS @ 16��O.C. ----- _-I _` 2X10 ROOF RAFTERS @ 16"O.C. ---- PB 11 I; ��8I 12X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF AERS_ 1CiDL I I I I RAFTERS @ 16"O.C. =:- ---- ---- I I LJ 9" L I I ,Pv 148 RAFTERS @ 16"O.C. !� :_::: �8 RAFTERS @ 16"O.C. r�\' 418 --- 1 I -- --- �u u w �C------- PB----� -o �r -v -v -o v Li Li u u u u _ - r iH8 RAFTERS @ 16"O.C. --�-- __ JO O CS — �G—'---- -----5--- —Q O -Q —D ZT —O O O O O O O 1 I i0 Co ----- j ip � no ---- =@ � r@L148 RAFTERS @ 16"O.C. 3= In Ln In In -In In 0 vi tA I 0 V) ILn Ln Ln an I ��i IW W W W -.Id W W W W IW W W W 3 2 X 9 2 APB PORCH GIRDER BELOW I I 3333 :3__3 F- F- F -� -J_ F• F• h F F- Ir F• F• F• 2X8 RAFTERS @ 16"O.C. LL LL LL LL LL LL < LL LL LL LL LL LL LL LL c_ I I I a a a a dC a a a a a I it a a I a a a a ON ON ON II O IO� O O OO IL LL LL LL LL LL LL LL LL LL LL LL LL LL O O O O O IO O O O O Q O O O O 10 O O oLL 48 RAFTERS @ 16"O.C. LL 3_ 3_ 333' 5 x 14 APB STRUCTURAL RIDGE 9:f w w w w w w O Q O O O 18 RAFTERS x x x x x x Ix 11 N kV N1 if O O" OO O N N P B 3 S �18 RAFTERS @ 16"O.C. -- -- II PB v u u u I. PB u u u . I -s-i -14- A-11 u I u u its 1 1 ___-- _-- 0 Ci :_333 _3-:- 2x4 SUB-FASCIA — A-11 A-11 — O O O O O O H O O O J O O j - 318 RAFTERS @ 16"O.C. �::r_:- ----- ----- _ = = = = — ' = = - - - 1 - L— r-- -- —� = --- I , --- I 2X4 LOOKOUTS @ 16°O.C. 2X4 SUB-FASCIA -__3 @1 N @) @ @J @1 @J @1 @J @1 Cal �J @J @I @J @J =--:: :: N8 RAFTERS @ 16°O.C. vi In In In In In In vi vi L � In In In if - 33333: a w w a a a a a I 2X4 LOOKOUTS @ 16" O.C. -- - - -- L" w w w w w w w w w w w w € w w ---- I- --_-- ____ F• F• I- ( F• F• F• 1, F• I- F• F• F- F- I-- F• _____ __::_ _3__3 LL LL LL LL LL LL LL LL LL LL LL LL LL I / LL LL 4�8 RAFTERS @ 16"O.C. a a a a a a a a a a a a a a a LL LL � LL IL L' I t -- ----_ ---- LL LL LL LL LL LL LL LL LL LL LL {L LL LL U_ ----- - ----- 1I O 0 0 O O 0 0 0 0 O O 0 1 0 0 0 2N8 RAFTERS @ 16" O O O O.C. O O O O O O O O O O O O 1 1 1 a a w a lk: w ix w w r--w w u: IY w 33311 11 O O I I O � B--- __ _O —_O IO' — O O (t)I O 3 Ox O _ _ __ xX - xr r rx-------1 x x448 RAFTERS @ 16"O.C. r14 r14 � ----- N N xN -4 r a 2x8 RAFTERS @ 16"O.C. 148 RAFTERS @ 16"O.C. ��8 RAFTERS @ 16"O.C. - 3 ---- PB 2xlO ROOF RAFTERS @ 16"O.C. 2X10 ROOF f2A'TERS�T6� -'� - I I --� -- -- — a PB PB`. �18 RAFTERS @ 16 O.C. �____ �'%%'% I 2X10 ROOF RAFTERS @ 16"O.C. 2xlO ROOF 4A�TERS @ 16"O.C. X10 ROOF RAFTERS @ 16 O.C. I 2X10 ROOF RAFTERS @ 2X10 ROOF RAFTERS @ 16 O.C. 2X10 ROOF A TERS @ 16"O.C. I I �f J - 1I I I - 3 2 X 14"APB STRUCTURAL RIDGE j 12xlO ROOF RAFTERS @ 16"O.C. , 2xlO ROOF RAFTERS @ I I 2xlO ROOF RAFTERS @ 16"O.C. 2xlO ROOF RAFTERS @ 16"O.C. I X1O ROOF RAFTERS @ 16"O.C. 2X10 ROOF RAFTERS @ 16OL ----- 2x10 BEARING WALL 2-2X10 VALLEY �`-� 1 1 2X10 ROOF RAFTERS @ 16"O.C. 2XlO ROOF RAFTERS @ 16"O.C. ;a ;= I': „ „ „ „ „ 1 1 I I 2X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF A TERS @ 16"O.C. t t , ' �:--: - "� ii I " " " " " " ii ii I Iii ii ii ii I ' ,• I 111 ii a ii 1 1 ii L-------------------I • u u n u u n y- --- „ „ „ --- - ------ : LL AB , L_L_ ALJ WA ABOVE ----- -----41 ----- -_µ, I I ------ I 1 u u u u n u PB 'i 2X4 RAFTER TAILS SISTEREDul ii I\_ -� I p TO COMMON RAFTERS L----� I I u u u u Ju u u I i PA-WOOD POST ABOVE PROPOSED RESIDENCE I I O O Ci O Ci Ci Ci O 1 1 I PB WOOD POST BELOW FOR THE BARUH FAMILY AT 2x4 SUB-FASCIA I i i io io Co io �o �o 110 i i I 400 YOUNGS ROAD ORIENT 3 2"X 14"APB STRUCTURAL RIDGE 1 1 r r r r r I I PT WOOD POST THROUGH TOWN OF SOUTHOLD 1 I @l @ @) @) @J @J @J I 2x4 LOOKOUTS @ 16"O.C. I I F F F N N N N Ln F ' kn I I I CA-STEEL COLUMN ABOVE SUFFOLK COUNTY NEW YORK N Ln VI ut I I I I O O O O O O O O 1 1 CB-STEEL COLUMN BELOW SCTM:1000-18-02-19 1 1 O O O O O O O O N N N N N N N N 1 6 1 1 I I ( TYPICAL HEADERS: I1 I1 —U ---------- ------ ------ ---------- I HEADERS SPANS LESS THAN 4' SPAN -(2)2X8 TYP. HEADERS GREATER THAN 4' DRAWING DATE ` I SPAN -52"X 92" POWER BEAM 17 DECEMBER 2020 UNLESS OTHERWISE NOTED ISSUE DATE ISSUED FOR PERMIT-16 FEBRUARY 2021 3 2- X 9 2 APB RIDGE REVISION DATE D ROOF FRAMING PLAN O SCALE:1/4"=1'-0" A � F - 3 *1 ROOF FRAMING PLAN DRAWING SCALE: 1/4"=1'-0" THECONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT f.o-ri�.. ♦1 CARPENTRY AND LUMBER: TABLE R3O1.Z 1AL CODE of NEW YORK STATE FIRST FLOOR LIVING AREA: 1,468 SF 2 20 RE � IDEIVTII. ALLLU�IBERANDCONNECTTONSSHALLBEINACCORDANCEWITHTHE2020RESIDENTTALCODEOFNEWYORKSTATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GARAGE AREA:589 SF LUMBER 1S BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES FRONT PORCH:257 SF GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER AIR MEAN REAR PORCH:680 SF HANGERS,ENEDAGAREQUIRED TSTEEL COMPLETE WASHERS ALL STEEL HANGERS, WOOD MEMBERS DOTHEES ECIALDW'ITH SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE m WIND EXPOSURE DESIGN f a FROST LINE � DESIGN FLOOD FREEZING ANNUAL SECOND FLOOR LIVING AREA:931 SF AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNTECTIONSAND HARDWARE MUST ALSO BEINSTALLED IN ACCORDANCE WITH THE 2020RESIDENTIAL CODE OFNEW YORK LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY CATEGORY WEATHERING DEPTH TERMITE TEMP' HAZARDS9 INDEX I TEMPI UN-FINISHED ATTIC AREA: 187 SF STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE - TOTAL LIVING AREA:2,399 SF NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN TIIE CONSTRUCTION DOCUMENTS. 20 PSF <140 NO NO YES B B SEVERE 36" MOD TO HVY 11°F X 618 52.10 F MANUAL J DESIGN CRITERIA" SYMBOL LEGEND GENERAL NOTES: CONCRETE WORK: 2, ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 1,CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON CORRECTION FACTOR TEMPERATURE TO INSURE THE PROPER STRENGTH,FIT,AND LO ATION OF WORK REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,FB�SO PSI UNLESS OTHERWISE SHOWN ON 40' N 12.5° 84° 1 70° 75° DRY B U LB 63°WET BULB 57.5° ENGINEER ANY AND ALL CONDITIONS WHICH M,AY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER TO BE REINFORCED WITH W.W.F.6x610/10. DETAILS. 1.=-- - EARTH EXECUTION AND COMPLETION OF THE WORK. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TOASTNIA615-60. REINFORCEMENT 3. ALL ROOF ANTDWALL PLYWOODPANELSSHALL BEEXTERIOR CDXGRADE WITH EXTERIOR GLUE SHALL MEET THE DIFFERENCE HEATING COOLING WET BULB 2.ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE IRCONYS,OSHA,AND THE MESH SHALL CONFORM TO ASTh1 A 185 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE g 15 7.5 71.5° M o o - a 'c e„'!:4`''„ POURED CONCRETE LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. 30/0 45/o-55/o _ E.'-- :,::.e: APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICK AND 3.ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ALL WALL PLYWOOD TO BE 1/2"THICK. - - !`_44' t:`; ::. OR 8" CMU BLOCK DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. For SI: 1 pound per square foot-0.0479 kPa, 1 mile per hour=0.447 m/s. 4�s ; MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required forweathering shall govern. EXISTING STUD WALL PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITI I THE AWPA STANDARDS CI AND C2 "negligible,"" g REQUIRED BY THE CODE. 4. FOUND:\T[ONWALLSANDFOOTINGSTOBEPOURED STONE CONCRETE OF THICKNESSSIIOWNONDRAWINGS. FOR WATER-BOURNE PRESERVATIVE TREATMENT. The weathering column shall be filled in with the weathering index, negligible,' moderate'or"severe for concrete as determined from Figure 8301.2(4).The grade of masonry units shall be determined TO REMAIN from ASTM C34,C55, C62,C73, C90, CI29,CI45, C216 or C652. EXISTING STUD WALL 4. R NOT CLARIFCALE ICATION. ANY DISCRE.PANCIESSH.ALLBEREPORTED,INWRITING,TOTHE ARCHITECT 5. BL CONCRETE OWFINISHEDGRLBEINACCORDANCEWTTHACIBUILDINGCODE.ALL EXTERIOR FOOTINGS TOBEAMINIMUM OF b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.Thejurisdiction shall fill in the frost line depth L_==_____ FOR CLAR]FICATTON. 36"BELOW FINISHED GRADE, 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL column with the minimum depth of footing below finish grade. TO BE REMOVED 5.GENERAL CONTRACTORTHEROPEN NGS ATE FOR EASE AND RAPIDITY B CONSTRUCTION THE RETE.ORK ALL TRADES.ALL CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history oflocal subterranean termite damage. 9 SLOTS,SLEEVES,ANDlOROTI(ER OPENINGST013E000RDINATEDANDSETBEPOREPOURINGCONCRETE. 6. A6MlLTHICKPOLY'ETHY'LENEVAPORBARRIERSHEETTOBELAIDUNDERBASEMENTORCELLAR LAB ON RADE. SUBMITTED FOR REVIEW, d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301 .2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance �----� NEW 2x 4 OR 2x 6 6. CONTRACTOR SHALL PROVIDE ALL THE NECf;SSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: with Section 8301.2.1.4. STUD WALL @ 16" O.C. (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION Or,NEW 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS L8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF e.The outdoor design dry-bulb temperature shall be selected from the columns of 971 CONSTRUCTION. 1. ALL CONCRETE MASONRY UNITS SITALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. /2-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D 2x JOISTS T BE VENTED PROVIDEASWITCH- LOAD-BEARING CONCRETE BLOCK,GRADE N.ALL MASONRY UNITS SHALL HAVE AMINIMUM COMPRESSI'ESTRENGTHOF temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official. Also see Figure R301.2 1 . 1 JOISTS ABOVE 7.ALL BATHROOMS AND POWDER ROOMS WITHOUT OF T NATURAL VENTILATION IE0 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNTI MASONRY ASTM C-270 AND SHALL BE [ 9 ( )1 @ 6 O.C. CONTROLLEDEXIIAUSTFANWITIIACAPACITTOFSOCFMINTERMITTENTOR20CFMCONITINUOUS. 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMn1ENDArIONSANDSPECIFICATIONS. f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section 8301.2.2.1. TYPESMORTAR. ALL MASONRY WALLS AND CORNERS TOBEPROPERLY BONDED. 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD. g. [NY]To establish flood hazard areas,each community regulated under Title 19, Part 1203 of the Official Compilation of Codes, Rules and Regulations of the State of New York(NYCRR)shall adopt a I5 8. REFER TO STRUCTURAL,MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE,BLOCK ON A POURED CONCRETE 518"THICKFIRECODE GYPSUM WALLBOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICKMOISTURE flood hazard map and supporting data.The flood hazard map shall include, at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance A5 SECTION / DETAIL NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED Study for the community, as amended or revised with: 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OFNON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. L The accompanying Flood Insurance Rate Map(FIRM), ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBONG,AND DUCTWORK THAT MAYBE ARCHITECT. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND ii. Flood Boundary and datFloa alongdway Map(ny revisions and S 1 BUILDING SECTION 9, ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @,16"O.C.ItTTH 1/2"PLYWOOD COVERED WITH Ili. Related supporting data along with any revisions thereto. A5 CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING The adopted flood hazard ma UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. p p and supporting data are hereby adopted by reference and declared to be part of this section. 10. PROVIDE A MINIMUM I 9"X 24"ACCESS OPENING TO ALL CRAWL SPACES ASPER SECTION R408.4 RCONYS. WHERE h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3. 1, R905.7.3.1 and R905.8.3.1,where there has been a history oflocal damage from the effects of ice damming,the jurisdiction shall 1F===1r WINDOW MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. 4. ALL CONCRETE MASONRY UNTI WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. I0. WOOD STUD WALLS OR PARTITIONS EXCEEDING IV IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED fill in this part of the table with YES. Otherwise, the jurisdiction shall fill in this part of the table with"NO:' VENTILATE ALL CRAWL SPACES ASPER SECTION R408.2OFTHE RCONIYS: TIM MINIMUM NET AREA OFVENTILATION AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. i.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF,OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 5. ALL EXTERIOR BRICK AND INFERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI Center data table"Air Freezing Index-USA Method (Base 32° F)." SHALL BE WITHIN 3611 OF EACH CORNER OF THE BUILDING, BUILDING CODE REQUIREMENTS.BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR. TOOLED JOINTS AS I1. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER 1•The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method (Base 32°F):' ELEMENTS ABOVE DIRECTED BY ARCHITECT. 11. PROVIDE ATTIC ACCESS AS PER SECTION 8807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN SECTIONS 8602.8 AND 81001.12 OF THE RCONYS. k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM 6.FIRE BRICK MORTAR FLUE LINING.DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. UNOBSTRUCTED HEADROOM IN TIM ATTIC SPACE S14ALLBEPROVIDED CSOME POINT ABOVE THE ACCESS OPENING. AND INST.ALLEDINSTRICTSACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATIONIN I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific GIRDER/ HEADER ABOVE WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2 OF THE RCONYS. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION 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. 12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE AVAPOR BARRIER SURFACE EXPOSED TOHEATED SPACE. n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. ® POST DOWN AND MATERIAL SUPPLIERS,IN ADDITION TOTHE GENERAL CONTRACTOR. STRUCTURAL STEEL: 13.ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS 8311.7 OF THE ROOMS: 17IE MAXIDo. [NY]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 INTERCONNECTED COMBINATION MAXIMUM RISER REMIT SHALL 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BE 8 114" their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet.AND THE MINIMUM TREAD DEPTH SHALL BE 9INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL <> SD SMOKE AND CARBONMONOXIDE BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE SU13NIITTED TO THE OWNER PRIOR TO 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED <x"CO DETECTORS AS PER 8314 OF THE FINAL PAYMENT 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST HEADROOM HEIGHT. HANDRATLS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM TABLE R301.5 TABLE R301.7 RCONYS AND 915 OF THE I FCONYS CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE THESE PLANS HAVE BEEN DESIGNED 14. ALLMATERLALSHOWNONDRAWINGSSHALLBECONSIDEREDNEVA'UNLESSNOTEDOTHERWISE, EDITION OF THEAISCSPECIFICATION. LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" W'EIEREHANDRAILS ARE PROVIDED ONDOTI]SIDES. MINIMUM UNIFORMLY ALLOWABLE DEFLECTION FOR COMPLIANCE WITH THE: L' 15. REMOVE ALL RU13BIS11 AND DEBRIS RESUI'LNGFROM WORK. SIT'ETOI3EKEPI'JNBROOM CLEAN CONDI FION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED ORM.�ACHINEBOLTED WITH ASTM 233E70SERIES ELECTRODES An DISTRIBUTED LIVE LOADS (PSF) OF STRUCTURAL MEMBERS 1.2020 RESIDENTIAL CODE OF NEW YORK STATE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR THROUGHOUT ALL PHASES OF WORK. A307 BOLTS WITH LOCK WASHERS. LIVE AL15W= 2.2020 ENERGY CONSERVATION CODE OF NEW YORK STATE MAINTAINING JOB SITE SAFETY DURING THIS PHASE 14.ALL CARPENTRY WORK SH.ALLBEPERFORMED INCONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF USE LOAD STRUCTURAL MEMBER 3.WIND DESIGN COMPLIANCE AS PER OF WORK&SHALL COMPLY WITH ALL APPLICABLE 4. PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. DEFLECTION 16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. MANUFACTTTRERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: COLOR TO BE GREYUNILESSOTHERtVISEDIRECTEDBYTHEARCITITECT. RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 2020 RESIDENTIAL CODE OF NEW YORK STATE FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING UNIHABITABLE ATTICS WITHOUT STORAGE 10 4.ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 BUT NOT LIMITED TO BUILDING CODES,OSHA 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. I 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH MAMERICAN A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 FINISHED CEILING NOT ATTACHED TO RAFTERS 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 18. GUARANTEE IN WRITING ALT.WORKMANSHIP AND MATERIALS FOR A P3RTOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. HABITABLE ATTICS AND ATTICS 30 INTERIOR WALLS AND PARTITIONS H/180 BROOKHAVEN §33-5 CONSTRUCTION STANDARDS, MATERIAL REMOVAL& DISPOSAL. ACCEPTANCE BY OWNER. I B. PROVIDE SOLID SURFACES AT ALL CORNERS ATLEAST 1I/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, SERVED WITH FIXED STAIRS RCNYS SEC R322,AND ASCE 24-14. 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO BALCONIES (EXTERIOR)AND DECKS 40 FLOORS 6. ENGINEERED WOOD PLACARD NOTES REQUIRED ON PLANS THE CONTRACTOR SHALL INDEMNIFY& HOLD 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MIMMnI STANDARDS OF 2020 ENERGY ON DRAWINGS. FIRE ESCAPES 40 U360 8DNAHSATEACHEND. PER TITLE 19 NYCRR PART 1265.4 HARMLESS THE OWNER, THE ARCHITECT,AND CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. GUARDS AND HANDRAILS 200 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES. THEIR AGENTS& EMPLOYEES FROM AND AGAINST MOISTURE PROTECTION: CEILINGS WITH BRITTLE FINISHES U36o C.PROVIDE DOUBLE JOISTS,TRUSSES,AND READERS AT WATER CLOSET DRAIN BENDS AND ATALL VENT AND nIECHANrCAL GUARD IN-FILL COMPONENTS 50 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL OPENINGS TWO FEET OR MORE IN WIDTH UNILESSOTHERWISE DIRECTED BYARCHITECT. PASSENGER VEHICLE GARAGES 50 (INCLUDING PLASTER AND STUCCO) ARISING OUT OF OR RESULTING FROM ANY OF THE BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR I. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN]2"OF GRADE WITH ROOMS OTHER THAN SLEEPING ROOMS 40 THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR.HANGERS AN D 21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECTOFANY CONDITIONS W'HICHMAY AFFECT THE DESIGN SLEEPING ROOMS 30 CEILINGS WITH FLEXIBLE FINISHES 0240 ITEMS LISTED ABOVE. SPIKED SECURELY UNLESS SUPPORTED ONAWALL ORGIRDER 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO . STAIRS 40 (INCLUDING GYPSUM BOARD) ORCONSTRUCTrONOFTHEW'ORK, I THE CONTRACTOR SHALL VERIFY ALL FIELD POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS, AND COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: ALL OTHER STRUCTURAL MEMBERS U240 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDIIIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. --( ]. STUDS NOT LESS THAN 2X4C16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED ATCORNERS. EXTERIOR WALLS-WIND LOADS H/360 4 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 3. TERMITE PROTECTION OF APPROVED TYPE STALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. 2. PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. WITH PLASTER OR STUCCO ARCHITECT AND CANNOT BE USED FOR ANY OTHERMEANS THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 3. FRAMING TO SUIT WORK OF OTHER TRADES. _ 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS 8301.2.2.2 •� AGENCY FOR ANY"ERRORS&OMISSIONS"ON 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS: AGGREGATE GLAZING SHALL NOT BE INCLUDING ALL INTERSECTIONS OF ROOVES tVITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. EXTERIOR WALLS-WIND LOADS H/240 LESS TIIAN8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLEARF,ATOTHE OUTDOORS SHALL BE4°o0F OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS, ETC... WEIGHTS OF MATERIALS (PSF) WITH OTHER BRITTLE FINISHES THESE DOCUMENTS. THE FLOOR AREA BEING VENTILATED. FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS. NAIL WITH 6D COMMON NAILS @6"O.C. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 25. ASSUME A SOIIrBEARING CAPACITY OF I TON AS PER TABLE 8401.4.1 OF THE RCONYS. ANY UNSTABLE SOILlSUBSURFACE ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATEENTD USE LOAD EXTERIOR WALLS-WIND LOADS H/120 CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BEREPORTED TOTHE ARCHITECT PRIOR TOTHE FLASJIINGWITHCARPENTRY,MASONRY,ANDROOFINGTRADES. JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNIDERLAYMFNT,WHEREREQUIRED, COMBINED ROOF AND CEILINGASSEMLIES 15 PSF WITH FLEXIBLE FINISHES "METHODS&MEANS"OF CONSTRUCTION. THE CONTNUATIONOFWORK. � SHALL BF,STMILARLYINSTALLED. ARCHITECT IS NOT RESPONSIBLE FOR FIELD 5. SKI'LIGHTSTOBEOFSIZESSHOWNONDRAIIINGS,DOABLE-INSTIL.ATED,SELF-FLASHINGW'ITH INTEGRAL CURBS. FLOOR ASSEMBLIES 10 PSF SUPERVISION. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF LINTELS SUPPORTING MASONRY U600 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF 8902.10E THE RCONYS. G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS OVER INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF VENEER WALLS 6. CAULK AND SEA],WITH APPROVED MATERIAL.AL1.JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE, SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WITEN SPACING OF THE SUPPORTS 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: SMOKE 1S 24"O.C. BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. ALARMS SHALL.BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY (' � f, ; `` " ' '' � ,��RE D ASC OF TETE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT INCLUDING H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING SURFACE. C. 'i.J� : : . .: > >.r'i I Gj At FINISHES: � Fi�AN k ��` CRAWL SPACES AND UNINHABITABLE ATTICS. r s ' F- ". 1 , z u €;%N I r-� ( ,�� F 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCMTECT FOR APPROVAL 15.ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER I. ['r. IS, P""4' 1 L 28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE PRIOR TO INSTALLATION. APPROVED EQUAL OVER SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF APPROVED AS NOTED -` r r' ' " '' , RCONYS. 314"PLYWOOD SUBFLOOR ; i ,' u I ��R 1 I F I V AT E I `��� +J 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED `, 29. TIE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AND SPACKLED(3 COATS)READY TO PAINT. ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN DATE: 0-I "� B•P-# z - q�V U 1 I i A 11 C i n "�"... .,- OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, G O C -� ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. FEE-0,2W7 BY: �� ( � '9743- yOQ" 3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) NOTIFY BUILDING DEPARTMENT AT 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORKTHAT DOES NOT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL of N THE CONTRACTOR SHALL CORRECT ALL WORT:REJECTED AT NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED, 765-nO2 8 AM TO 4 PM FOR THE NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD FOLLOWING INSPECTIONS: `)L T1s ' ,l � L( WI-FH ALL C�..1Jc5 Ot- 31. THE CONTRACTOR IS OBLIGATED TOCOMF'CETEALLITERISASDESCRIBEDNTIIEFINAL,REVISEDPUN'CHLISTATTHE 4, PROVIDE 5/8"TYPE XGYPSUM BakbINGARAGE ONCEILING AND WALLS TOMAINTAIN ONE-HOUR FIRE RATING. CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES. 1. FOUNDATION - TWO REQUIRED IJ R'C STATE & TOWN CODES Proposed Two Story Home for. CLOSEOUT OF TETE CONSTRUCTION, PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. Y FOR POURED CONCRETE LOUIRED AND CONDITIONS OF D J32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING: (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) 2. ROUGH - FRAMING & PLUMBING AS i ; Custom Homes OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL 3. INSULATION 3 SOUTHOLD TOWN ZBA 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE CONSISTS OF A CIRCLE 6"IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE 4. FINAL - CONSTRUCTION MUST 33. IFANIYCONTRACTOR ORSUBCONTRACTOR OBJECTS TOTHE CHARACTER OFTHE DETAILS HESHALL NOTIFY THE INSTALLATION. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE PLEASE TAKE NOTICE THAT THE BE COMPLETE FOR C.O. SOUTHOLD TOWN PLANNING BOARD #565 Mailer Court ARCHITECT PRIOR TOCONTINUATION OFTHEW'ORK. 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO (CHECK ALL THAT APPLY): ALL CONSTRUCTION SHALL MEET THE Z SOUTHOLD TOWN TRUSTEES Southold NY 11971 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE& PANTONE MATCHING SYSTEM (PMS)#187.WHERE A SIGN IS DIRECTLY X NEW RESIDENTIAL STRUCTURE REQUIREMENTS OF THE CODES OF NEW 1 9 RESCUE OPENING AS PER SECTION R1I0OFTHE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE ASILL HEIGHT OFNOT 3. INSULATE ALL WATER PIPING. APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING YORK STATE. NOT RESPONSIBLE FOR NA'.S.DEC Town of Southold MORE THAN 4411 ABOVE THE FLOOR AND SHALL HAVE A MNIMUM NET CLEAN OPENING OF 5 SQUARE FEET. STICKER OR DECAL.SIGNS NOT DIRECTLY APPLIED TO DOORS OR n ADDITION TO EXISTING RESIDENTIAL STRUCTURE DESIGN OR CONSTRUCTION ERRORS, 4. ALLPLIJMBWGW'ORKSHALLCOMPLI'tVITHCHAPTER250FTHERCONYS. SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT Countyof Suffolk 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION 8308.4 OF MATERIAL. r] REHABILITATION TO EXISTING THE RCONYS:ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. THE CONSTRUCTION TYPE RESIDENTIAL STRUCTURE 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SITALL COMPLY WITH CHAPTER 13 OF THE RCONYS. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITHALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE 6"DIA. DESIGNATION SHALL BE"I","II","111","IV"OR"V"TO TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT TRUSS PLACARDING REQUIRED SCTM #: 1000 - 70 - 9 - 36 NEW YORK STATE DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. REFLECTIVE INDICATE THE CONSTRUCTION PROPERTY REFERENCED TO THE LOWER RIGHT WILL 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO RED PANTONE CLASSIFICATION OF THE UTILIZE(CHECK EACH APPLICABLE LINE): FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF HEATING AND COOLING: PMS #187 STRUCTURE UNDER SECTION Cover Sheet THE RCONYS. MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE RCONYS. ( ) X I 602 OF THEBCNYS, X TRUSS TYPE CONSTRUCTION(TT) TOWN USE ONLY: 1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR V DO NOT R�';�EED 1"a'(TH 38, GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION 8309 OF THE RCONYS: OPENINGS BETWEEN THE-GARAGE AND RELECTIVE � PRE-ENGINEERED WOOD CONSTRUCTION(PW} Keri Kazel Arc�hltecture RESIDENCE SHALL BE EQUIPPED W7'TII A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. DUCTS IN 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 of THE RCONYS.. z ^ WHITE FRAMING UNTI!SURVEY r""*-r=,�r..M.,..!."�,, THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE N K 1/2"STROKE TIMBER CONSTRUCTION(TC) OF FOUNDATION LOC�TIOR' 2 Windemere Court CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WHERE PARTITIONS 3. COORDINATE WHTT OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. HAS BEEN A P P�O VE(� ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL q THE CONTRACTOR SHALL OBTAIN ALL NIECESSARYPERMITS. SIGNS IDENTIFYING THE INTHE FOLLOWING LOCATION(S) Idl at. c:'iorllghtin : P.O. Box 169 HAVE A 3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE EXISTIANCE OF TRUSS (CHECK ALL APPLICABLE): Speorik NY 11972 K RESIDENCE OF TTS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 518"THICK TYPE"X"GYPSUM BOARD. ELECTRICAL: DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL RETAIN STORM WATER RUNOFF InsWled, replaced oriOPENINGS INHOR17ONTALSEPARATIONSSHAI.I.NOTBEPERMITTEDEXCEPTWHERFTHERESIDENCE.ISOTHERWISEPROTECTEDBY I. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THERCONYSANDWITHTHENYSENERGYCODE. COMPONENTS THAT ARE OF TRUSS CONSISTS OFACIRCLE6"IN FLOOR FRAMING, INCLUDING GIRDERS PURSUANT TO CHAPTER 236 rep�ilred€1101confomaPhone: 631-874-2925 VERTICAL SEPARATIONS. REGULATIONS C405 OF TETE NEW YORK STATE ENERGY"CODE. TYPE CONSTRUCTION � ,. Fax: 631-874-7377 39. HABITABLE SPACES SHALL COMPLY WITH SECTION 8303 OF THE RCONYS. DIAMETER,WITH A STROKE AND BEAMS(F) OF THE TOWN CODE. to C1z�ptCr 172 40. HABIPROTABLDE E SP POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, WIDTH OF 1/2".THE SIGN ❑ O �tbe«�,O�r�,�CddC kerj @kazelarchitects.com "F" FLOOR FRAMING,INCLUDING ROOF FRAMING R BACKGROUND SHALL BE AND ALL STATE AND LOCAL STANDARDS., GIRDERS AND BEAMS • REFLECCTIVE WHITE IN COLOR. c E'^'1"r�'aon - ___ , W-N'N 41. ALL WORK SHALL COMPLY WIT]l TI IE NEW'YORK STATE FIRE PREVENTION AND BUILDING CODE. N FLOOR FRAMING AND ROOF FRAMING(FR) rJ'�' E.C-1), --ration CONTRACTOR SHALL BERESPONST[1LEFOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTHITYCOMPANY. ^R" ROOF FRAMING THE CICLE AND CONTENTSS �. SITE WORK: SHALL BE REFLECTIVE RED IN m iced an per 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION ANIDAPPROVAL OF\VIRING,INSTALLATION OFFIXTURES "FR" FLOOR AND ROOF FRAMING COLOR, CONFORMING TO WS Code PLUMBER CERTIFICATION 1. CLEAR AND GRADE.SITE,TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. ON LEAD CONTENT BEFORE PANTONE MATCHING SYSTEM 2.LOCAL OFFICIAL TO DETERAUNE AMETHF.R CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED,TREES 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY 0\VNER (PMS)#187.WHERE A SIGN Is CERTIFICATE OF OCCUPANCY SHALL BE PROTECTED BY A 48"HIGH BARRTER SET 12"AWAY FROM THE TREE TRUNK FOR EACH P OF TREE DIAMETER, INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DIRECTLY APPLIED TO A DOOR SOLDER USED I N WATER Li- SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE OR SIDELIGHT, IT MAY BEA ARCHIVAL DESIGNS SHALL BE NO FUEL STORAGE 1N VICINITY OF TREE BARRIERS. 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE PERMANENT NON-FADING SUPPLY SYSTEM CANNOT FOUNDER:DAVID MARC LOFTUS 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DROWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN INSTALLATION. STICKER OR DECAL. SIGNS NOT EXCEED 2110 OF 1% LEAD. 1245 Ruford Htvy.Ste 306,Suivanee,GA 30024- 770.931.6363 SOIL WITH AN ALLOWABLE BEARING CAPACF'Y OF NOT LESS THAN ONE TON PER SQUARE FOOT. 7. ALL INTERIOR WERE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. DIRECTLY APPLIED TO DOORS . ©COPYRIGHT 2019 ARCHIVAL DESIGNS, INC. OR SIDELIGHTS SHALL BE OF II�11S1: 11'Oldr 14m �'I1L��� 4. STEP FOOTINGS,INHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL ASSHOW'NONDRAWINGS OR STURDY,SIDELIGHTS HALL � I31owadow WARNING FEDERAL COPYRIGHT LAWS RESTRICTS WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES W FOOTING ELEVATIONS. 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. D J and S a e WEATHER RESISTANT *�� a� end duCtitr r¢ PLUMBINGTHE REMOVAL OF THIS NOTE: 9. LABEL PANE(.BOARD OF ALL CIRCUIT'S. MATERIAL. NYS S L'?n�r �°Qd,"', o"'�' ALL PLUMBING WASTE 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING testing Xoquired. &WATER LINES NEED Date: July 12 2021 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. TESTING BEFORE CO IE r iI W'ATERPROOFIN'G. ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. 6.REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON I1. HE CONSTRUCTION WITH OWNEDOCUMENTS.ANY ADDITIONAL,FLF.CTRICAI,WORK THAT MAY RF.REQUIRED THAT IS NOT INCLUDED Scale: AS noted IN THE CONSTRUCTION DOCUMENTS. 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I I FIRST FLOOR LIVING AREA: 1,468 SF 56'-4" GARAGE AREA:589 SF FRONT PORCH:257 SF GARAGE FIRE SEPARATION WALL 4. 7" 11'-3" 11'-3" 11'4" 10'-8" 10'-8" 7" REAR PORCH:680 SF SECOND FLOOR LIVING AREA:931 SF R302.6 OF THE RCONYS UN-FINISHED ATTIC AREA: 187 SF PROVIDE ONE LAYER OF 5/8"THICK TYPE"X"GWB ON THE GARAGE SIDE OF THE S_, 36"HIGH RAILING TOTAL LIVING AREA:2,399 SF WALL AND PROVIDE ONE LAYER OF 1/2"THICK TYPE"X"GWB ON THE HOUSE SIDE. 3-2x 10 HEADER WITH R312 GUARDRAILS: PORCHES APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3 1-2x 6 PLATE OVER A6 ( PACK-OUT TO COLUMN BALCONIES AND STAIR SYMBOL LEG E N D TYPICAL ALL WALLS THAT SEPARATE GARAGE AND HOUSE) LANDINGS 30"ABOVE FLOOR WIDTH. OR GRADE TO BE INSTALLED WITH 36"HIGH RAILINGS, I I_I 11=1I I_ 10"x 10"PLAIN SQUARE,PERMA-CAST, BALUSTERS NOT TO ALLOW I=I I=1 I I-1 I EARTH HOUSE SIDE GARAGE SIDE LOAD BEARING COLUMNS(18,000#) PASSAGE OF A SPHERE 4" OR 1/2"TYPE"X" 5/8"TYPE"X" WITH COLUMN-LOC BY"HB&G"OR MORE IN DIAMETER. POURED CONCRETE EQUAL WITH CAP&BASE(TYPICAL) OR 8" CMU BLOCK 5-1/2"BATT INSUL. — — — — — —— EXISTING STUD WALL - -- - - ---- - - - — — — — — — — — - - ------ - - - - — — — — — — — — — —— —— 2x 6 STUD WALL REMAIN @16"O.C. I I , III �_ EXISTING STUD WALL 48'-8" 7'-8" TO BE REMOVED lo R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. o o I 1 f= 17'-10�" 14'-5�" I - NEW 2x 4 OR 2x 6 OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS o I 6'-10" 01 2 2 9'-6" J�'� I I °D o STUD WALL @ 16" O.C. SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN I COVERED PORCH 4III _2x JOISTS ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. (0 co 1 i S N o s (CONCRETE PORCH) J �`b} i i @ 16"O C JOISTS ABOVE R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED I I R R H 5 FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER SECTION / DETAIL OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE - 2x 6 NAILER _ 3-2x 10 HEADER A5 4j 1 EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS �� 3-2x 10 HEADER rN B.I. 3- 14"x 94"LVL HEADER •-NN I I A5 BUILDING SECTION NOT LESS THAN 13/8 INCHES(35 MM)THICK,OR 20-MINUTE FIRE-RATED - DOORS, EQUIPPED WITH A SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE. DW i A ® O �',a � i S i01 I z .. 3�' 2'-3� v 51 I .. �I I ., WINDOW R302.5.2 DUCT PENETRATION. 2 12-7 211 P 2 32 VAULTED CLG. 2 7-1 7 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR KITCHEN CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL VAULTED CLG. -- ELEMENTS ABOVE BE CONSTRUCTED OF A MIP41MUM NO.26 GAGE (0.48 MM)SHEET MASTER M�,d F 2x 6 SOFFIT 11 1 STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE �N BEDROOM o PRE-FAB FIREPLACE rN ISLAND �iN I� JOISTS @ 16"O.C. OPENINGS INTO THE GARAGE, oo _ SEE NOTES THIS SHEET o� ao r J - M C�� — GIRDER/ HEADER ABOVE R302.5.30THERPENETRATIIONS. '�,V - - - - - - - -- - - - I I— - - - - - - - - - - -- - - - - - - - - - - T - CD z SNI I `O PENETRATIONS THROUGH THE SEPARATION REQUIRED IN °' O I I " ^ ® POST DOWN SECTION R302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION z Ci VAULTED CLG. O O ; O N z z I COVERED PORCH R302.11, ITEM 4, w GREAT U � C) I ( INTERCONNECTED COMBINATION O ROOM O O (COMPOSITE DECKING)I I U w _ w _ o c� SD SMOKE AND CARBONMONOXIDE O U co 0 io 1 ( x R302.6 DWELLING-GARAGE FIRE SEPARATION. w 0 - 0 - G I oo -` CO DETECTORS AS PER R314 OF THE THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE O � 1'-6" 2" W 32'- " d 52 F - 2 ' 2 I I RCONYS AND 915 OF THE IFCONYS R302.6.OPENINGS IN GARAGE WALLS SHALL COMPLY WITH O w co 2x 6 CEILINGrn SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL (0 - rii� 1„ rii� J JOISTS @ 16"O.C. J � I X O N 3— N cn _ to r N COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS N c� SD d 2 2-13"x 117"LOW CD O0 2-13"x 117" LOW `o O Odl�N I I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE x a s x a s x 1 v CO LVL HEADER `� LVL HEADER �" _ MAINTAINING JOB SITE SAFETY DURING THIS PHASE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. �iN2-2x 12 HEADER ���, B.I. 1N 1 •—N OF WORK&SHALL COMPLY WITH ALL APPLICABLE - - - FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING -- - - - - - - - - - "' 5�" 9'-0�" 31" . 3�' 4'-31" 31„ �M 51„ 17R _ 1„ 1„ REF 31., �iN 5, s1., 1 1 1 BUT NOT LIMITED TO BUILDING CODES,OSHA M 2 2 2 3-3 2 1-6" 2 2 10-1 ' 2 2-- - - 2 2 32' I 8'62' S2 REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS TABLE R302.6 - 3'-5" DWELLING-GARAGE SEPARATION L 10'-0" o ci N 10'-0"CLG. STAIRWAY& HANDRAIL I I MATERIAL REMOVAL&DISPOSAL. O O O M I I FOYER III AS PER SEC ION _ SEPARATION MATERIAL �iN CLG. T MSTR LL co riN I I R311.7& R31 .7.8 `�' L THE CONTRACTOR SHALL INDEMNIFY& HOLD r `�' OCU OF THE RCO YS " UP 2 I `O HARMLESS THE OWNER,THE ARCHITECT,AND NOT LESS THAN INCH GYPSUM BOARD OR EQUIVALENT BATH ° @� c� Sp I I O p 19R M I _ 118"TJI (560) FLOOR THEIR AGENTS& EMPLOYEES FROM AND AGAINST FROM THE RESIDENCE AND ATTICS z cn (, �) r 1 x � I i _ = °� I JOISTS 16"O.C. ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES APPLIED TO THE GARAGE SIDE f- �U� CL yC0 �- �o �N �-�N r-i @ - (A �, 0 10-0' CLG. M N W �i nl --------------- O III �, U DINING r - ARISING OUT OF OR RESULTING FROM ANY OF THE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN--INCH TYPE X GYPSUM BOARD OR EQUIVALENT � CUSTOM SHOWER PAN I I LAUN ITEMS LISTED ABOVE. $ WITH TEMPERED GLASS N 1 I 7 � ROOM in 8.,� Yk I'X"I YP BD I ROOM D to DRYER TO M STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN 2-INCH GYPSUM BOARD OR EQUIVALENT DOOR AND PARTITIONS 1 1 1, 1,. 1" 111„ �i O 1,. ON WALLS CLG.AS 1„ 1, 1. 1 ;r, 1„ THE CONTRACTOR SHALL VERIFY ALL FIELD 5-" �7_0 ' 3-' 5- 5 9 3- -) " 5 5- 3 ' 4 2-' S " 5- OUTSIDE AIRCONDITIONS AND NOTIFY THE ARCHITECT OF ANY ASSEMBLIES USED FOR SEI�ARATION REQUIRED 22 , , 2 5-1 2 2 2 t- 10-1 2 F8-4' �R�El�TI N R302.5 2 2 2 2 9'-9" 2 ol BY THIS SECTION. z _ ® T E C YS EF CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE EF PWDRC-4 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. NOT LESS THAN ' INCH GYPSUM BOARD OR EQUIVALENT M M � - GARAGES LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT co _ `'�N _ ROOM THE ARCHITECT SHALL BE HELD HARMLESS BY ANY DWELLING UNIT ON THE SAME LOT. ARE WITHIN THIS AREA. 36"HIGH RAILING 7N 3-2x 10 HEADE CL I 1 ., " -5-21" AGENCY FOR ANY ERRORS&OMISSIONS"ON R312 GUARDRAILS: PORCHES 10'-0"CLG. 3-1" N - 5-5 THESE DOCUMENTS. BALCONIES AND STAIR WALK-IN I ��N —0 2- 1a'x 11 "FLUSH LANDINGS 30"ABOVE FLOOR E, o C tf1 LVL HEA ER �N CLOSET - - THE CONTRACTOR IS SOLEY RESPONSIBLE FOR OR GRADE TO BE INSTALLED I o B —I r�IN OD -i6N _ "METHODS&MEANS"OF CONSTRUCTION. THE WITH 36"HIGH RAILINGS, 1 1, -' 1 1 1 3°x 8° F. S.C.t� 1 1 1 BALUSTERS NOT TO ALLOW 5-" '0 Tl 0-" 5'-4-" 5-" 5-" 2'-5-" X-0-" ARCHITECT IS NOT RESPONSIBLE FOR FIELD 7. PASSAGE OF A SPHERE 4"OR 2 _ 12'-7" _ 2 2'-9" I L,2 2 2 I 8'-4" 13'-3" 1 L, DOOR AS PER 2 2 2 N SUPERVISION. �N rN 117"TJI 560 FL OR SECTION 302.5.1 %1 11 11MORE IN DIAMETER. 3-2x 10 HEADER �, - - - JOISTS @ 16"O.C. OF THE RPONYS 2x 6 NAILER SEE GARAGE FIRE ASC A " COVERED PORCH o I SEPARATION WALL AN �= O (CON RETE PORCH) DETAIL THIS SHEET. F� 6'-9 6-9 _ U_ - 0 1„ Oil C) I in o O (D 52 I 3- 14"x 118"FLUSH LVL HEADER I •• _ ;n 13'-6" 16'-0" WITH SIMPSON THF35112 FACE 21'-7" 2 N U) MOUNT JOIST HANGERS I o- - - in TOP FLUSH WITH SECONDFLOORJOISTS � / 0 9743-N _ _ N v, Q J FOP NE�,I o C GARAGE o 3-2x 10 HEADER WITH �iN N = W 1-2x 6 PLATE OVER N , ' v ' g"TYPE"X"GYP. BD. o b J I _ �o PACK-OUT TO COLUMN �,� ON WALLS&CLG.AS N N J zo N WIDTH. Ia+ PER SECTION R302.5 I N Proposed Two Story Home for: OF THE RCONYS I D J Custom Homes 10"x 10 PLAIN SQUARE, PERMA-CAST, "'� HATCHED AREA INDICATE LOAD BEARING COLUMNS(18,000#) 2. 10'-11 'STUD WALL HEIGH WITH COLUMN-LOC BY"HB&G"OR I FROM TOP OF FOUNDATI N I #565 Mailer Court o EQUAL WITH CAP&BASE(TYPICAL) WALL Southold NY 11971 co .. 6'-71.. 9,_01„ .. o 7' 12-4 2 2 11 '� 21'-7' 52" > LINE OF SECOND I I Town of Southold FLOOR ABOVE County of Suffolk s-2 I I s-2 SCTM #: 1000 - 70 - 9 - 36 ��N M First Floor Plan 0 O O N O p Keri Kazel, Architecture 2 Windemere Court FIREPLACE NOTE: P.O. Box 169 B S eonk, NY 11972 IECC R402.4.2 FIREPLACES. P I ALL DIMENSIONS ARE TAKEN NEW WOOD-BURNING FIREPLACES SHALL HAVE Phone: 631-874-2925 FROM FACE OF STUDS(U.O.N.) S 1 TIGHT-FITTING FLUE DAMPERS OR DOORS,AND Fax: 631-874-7377 NOTES: A6 5'-9" 5'-9" OUTDOOR COMBUSTION AIR.WHERE USING keri@kazelarchitects.com kazelarchitects.eom PRE-ENGINEERED FLOOR TRUSSES BY 11TIGHT-FITTING DOORS ON FACTORY-BUILT WEYER-HAEUSER I-LEVEL TRUS-JOIST.OR 5'-6" 11'-6" 5'-6" FIREPLACES LISTED AND LABELED IN ACCORDANCE EQUAL. INSTALL AS PER MANUF. SPEC'S AND WITH UL 127,THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE.WHERE USING TIGHT- RECOMMENDATIONS(I.E. SQUASH BLOCKS, 29'-6" 22'-6" 5'-6" FITTING DOORS ON MASONRY FIREPLACES,THE NAILING &GLUEING,WEB-STIFFENERS, ETC) DOORS SHALL BE LISTED AND LABELED IN ol 57'-6" ACCORDANCE WITH UL 907. ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. PRE-FABRICATED WOOD BURNING FIREPLACE ARCHIVAL DESIGNS UNLESS OTHERWISE NOTED. FIRST FLOOR PLAN INSERT TO BE INSTALLED AS PER MANUF.SPECS. FOUNDER:DAVID Nt�Rc LOFTus MAINTAIN ALL MINIMUM CLEARANCES, INSTALLATION 1245Baford$ny.Ste�06.Sueanee,G RC L •770.831.6303 ALL FRAMING LUMBER TO BE DOUG FIR#1 MANUAL TO BE ON-SITE FOR BUILDING INSPECTOR UNLESS OTHERWISE NOTED. SCALE: 1/4"=V-0" WITH MAKE AND MODEL(TYPICAL) ©COPYRIGHT 2019 ARCHIVAL DESIGNS, INC. WARNING FEDERAL COPYRIGHT LAWS RESTRICTS THE REMOVAL OF THIS NOTE: Date: July 12, 2021 Scale: As noted 3 Project No. FIRST FLOOR LIVING AREA: 1,468 SF GARAGE AREA:589 SF FRONT PORCH:257 SF REAR PORCH:680 SF R802.9 FRAMING OF OPENINGS. SECOND FLOOR LIVING AREA: 931 SF OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHERE THE HEADER JOIST SPAN DOES NSF'OT EXCEED 4 FEET(1219 MM),THE HEADER JOIST SHALL BE PERMITTED TO BE A UN-FINISHED ATTIC AREA: SF TOTAL LIVING AREA: 2,399 SF SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER.SINGLE TRIMMER JOISTS SHALL BE PERMITTED TO BE USED TO CARRY A SINGLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET(914 MM)OF THE TRIMMER JOIST BEARING.WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET(1219 MM),THE TRIMMER JOISTS YM B O L L EG E N D AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST TO TRIMMER JOIST CONNECTIONS WHERE THE HEADER JOIST SPAN EXCEEDS 6 FEET(1829 MM).TAIL JOISTSI I—I 1=IT-1 EARTH OVER 12 FEET(3658 MM) LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER — — — STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES(51 MM BY 51 MM). ' " POURED CONCRETE OR 8" CMU BLOCK r -71 r�)i rr-- —71 r �11 EXISTING STUD WALL L L A L A L A L A L TO REMAIN EXISTING STUD WALL TO BE REMOVED r--� NEW 2x4 OR 2x6 STUD WALL @ 16" O.C. 2x JOISTS @ 16"O.C. JOISTS ABOVE 5 SECTION / DETAIL F - LL =9 A5 —— — — — — — — — — — — — ——— — — — — — — — — - - — — — — — — — — — — — — — — — — — —— — — —- - — — — — — —— — — s-1 BUILDING SECTION 1 I I A5 1 10'-0" PLATE HEIGHT I 1 I r�N AT FIRST FLOOR BELOW i — WINDOW 1LOI I 1 1 1 - _ _ _- ELEMENTS ABOVE ALL FUEL APPROVED CHIMNEY FROM FIREPLACEI 1 IN GREAT ROOM BELOW 1 L J1JI 1 — GIRDER/ HEADER ABOVE I L - CV 1 N zr> `iN STAIRWAY& HANDRAIL 1 I r POST DOWN r ,"n ALL FUEL APPROVED __I AS PER SECTION 1 I CHIMNEY FROM HEATING R311.7& R311.7.8 INTERCONNECTED COMBINATION UNIT IN BASEMENT 52'-0" OF THE RCONYS 5'-6" +<X SD SMOKE AND CARBONMONOXIDE �" 51" 5'-51" 3�" 3�" 9'-81" 31" I 51" 1 CO DETECTORS AS PER R314 OF THE 2 12-5" 2 2 2 10-7' 2 2 2 11 -7 2 1 RCONYS AND 915 OF THE IFCONYS OP I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE N L Jl OF WORK&SHALL COMPLY WITH ALL APPLICABLE '�' `�' — — — FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUILDING SHA 22"x 30"ATTIC 9 1"CLG. T. rti �"' I REGULATIONSELIFE OSAFETY ODOES, & HAZARDOUS I� LIGHT&VENT CALCULATIONS v ACCESS PANEL WICL I I MATERIAL REMOVAL&DISPOSAL. O AS PER SECT R807 BEDROOM#3 AREA= 142 S.F. —— 0 9-1' o r�(y O p ¢ OF THE IRCONYS / �, "c �' `� VENT: 142 S.F.x4%=5.68 S.F. REQUIRED (6.67 S.F. PROVIDED) THE CONTRACTOR SHALL INDEMNIFY&HOLD I ®EF CLG. HT. _ 9'-1"CLG. HT. I o _ HARMLESS THE OWNER,THE ARCHITECT,AND C) m SEE OPENING NOTES I �� ► BATH 7,V BEDROOM #3 I LIGHT: 142 S.F.x 8/o - 11.36 S.F. REQUIRED(12.03 S.F. PROVIDED) THEIR AGENTS& EMPLOYEES FROM AND AGAINST N �w THIS SHEET rl / �r �-, I - - - - -- - - - - -- - - = ih SSES AND EXPENSES 21 10 Zr O O OY I ARISING ALL I OUT OF OR RESUMS, DAMAGES, LTING TING FROM ANY OF THE UN-FINISHED + r +<X>SD V t-N 1 in `� ITEMS LISTED ABOVE. r ATTIC i i M �VvCO Z O 4._0.. 3._5.. _" 2'3" 4'-o-2,. 32^ 11'-7" U @� 52" 1 THE CONTRACTOR SHALL VERIFY ALL FIELD " w _ DN cX I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 1 9 1 CLG. HT. Ua _ _ <� gp riN 19R �iN r x 1 O CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE BEDROOM #2 D � -v C0 I b RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 1, 1., 1„ 1 1„ 1 N 1 ^ 11 1„ 11„ 1„ 1„ 1., 1„ 5-' 3'-9- 15- ,_ „ 5 "I 3 7- 5 " O 3_" 3'-6-2"' 5-" 3'-6- 5-" 51-82- 3- 1'-10 � „ 6-7- 5- 2 2 2 4'-1 2 2 2 12-4 2 2 2 2 2 2 3-1 2 2 I - THE ARCHITECT SHALL BE HELD HARMLESS BY ANY q - 1 4 AGENCY FOR ANY"ERRORS&OMISSIONS"ON � r� +<X SSD ``' - THESE DOCUMENTS. o `='CO co rM r I r — _ Kc) L THE CONTRACTOR IS SOLEY RESPONSIBLE FOR E 1 CLOS I CLOS J I ARCHITECT IS NOT RE"METHODS&MEANS" SPONSIBLE BLE FOR FIELD F CONSTRUCTION. E 1 _ clr`" CLOS `° 1 r"�N i l i SUPERVISION. r�N c7 ch 'tet 1 I I II � 6-13" PLATE HEIGHT ABOVE SUBFLOOR 1 ( 1 1 MVS`+ /V`�r�'l ie A" OT C 1 I 6'-0"PLATE @ 1„ �U `F FC O AT DORMER M I O I 1 1 HEIGHT AT �r^0 �n n j �i n t/�� rJ 4 a TUB AS PER r "7( �lX/� ��'f V V I 1 M EF 1 BATH 1 SECT. R307.2 (� 1 LO 1 0, 1 i OF THE IRCONYS FF__ -71 r (1= - I 1 I .1 L A L A L A J1 I ® I 1 1 9743 ,y0 I 1 2'-0"PLATE ��70�• I �/ �oF NE:`N THEIGHT FROM I I�N +<,?,SD IN I 1 1 SUBFLOOR �y 1 " CO 1 11 ""PLYWOOD " Proposed Two Story Home for: 1, 1, 1 a; 1 1 , 1 , 1 1 1„ I 1, SHEATHING 0 4'-3" 5'-0" 3-72 8'-62 8'-62' r 1 362 52 5122. 52 7'-11" 1 52 1 I ON ATTIC SIDE D J Custom Homes " Ir 12-10-" I 3 5-'� 1 I 1 OF WALL #565 Mailer Court 2 17'-1" 2 2 13-7 I 1 1 , 9'-1"CLG. HT. Q, , , Southold, NY 11971 , 1 1 ( BEDROOM #4 I I 2'-0" PLATE r Town of Southold HEIGHT FROM 1 1 1 1 1 SUBFLOOR i t 1 ► 1 1 County of Suffolk "" PLYWOOD 11 I I 1 1 2 I I 6'-0"PLAT 1 ► SCTM #: 1000 - 70 - 9 - 36 SHEATHING HEIGHT FROM ON ATTIC SIDE 11 1 1 SUBFLOOR Second Floor Plan- C14OF WALL J L — —1 =. Keri Kazel, Architecture 2 Wlndemere Court O P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com 5'-9" 5'-6" 11'-6" 5'-6" 29'-6" 22'-6" ol 57'-6" ARCHIVAL DESIGNS lo FOUNDER:DAVID MARC LOFTUS 1245 Buford Hwq.Ste 306.Suwanee,GA 30024-770.831.6353 ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. SECOND FLOOR PLAN ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. CCOPYRIGHT 2019 ARCHIVAL DESIGNS, INC. WARNING FEDERAL COPYRIGHT LAWS RESTRICTS SCALE: 1/4��=1 -Q�� UNLESS OTHERWISE NOTED. LIGHT&VENT CALCULATIONS THE REMOVAL OF THIS NOTE: ALL FRAMING LUMBER TO BE DOUG FIR#1 BEDROOM#4 AREA=230 S.F. 1 UNLESS OTHERWISE NOTED. VENT:230 S.F.x4%=9.2 S.F. REQUIRED (9.99 S.F. PROVIDED) Date: July uly 12, 2021 ALL DIMENSIONS ARE TAKEN LIGHT:230 S.F.x 8%= 18.4 S.F. REQUIRED(18.4 S.F. PROVIDED) Scale: As noted FROM FACE OF STUDS(U.O.N.) Project No. A4 I 4V 4'V 1 4"V FIRST FLOOR LIVING AREA: 1,468 SF Ill (I' ' )IGARAGE AREA:589 SF FRONT PORCH:257 SF BATH _ - - -I`"-- - � - - - BATH 1 II- - - - - -I__ -3„v -BATH REAR PORCH:680 SF ` I - - SECOND FLOOR LIVING AREA:931 SF `" `0 - I I I F- - - - 1_ - - I I I r - - -F - - -- UN-FINISHED ATTIC AREA: 187 SF r- ---- -F- _ I 1 31V 2"1v 1 v4"1V 1 v4"V 1 I XV 2.1v 1 1/4"IV 1 v4"V TOTAL LIVING AREA:2,399 SF I I I I I I I I I I I I I I I TYPICAL ROOF CONSTRUCTION: SYMBOL LEGEND I I i I I I Tub I I LIFETIME ARCHITECTURAL ASPHALT SHINGLES - - - rUB I (COLOR:DETERMINED BY OWNER) • 2ND FLR � 7 2ND FLR 15#ROOF FELT& ICE AND WEATHER SHIELD 110 I-I I 1=1 va"w , /a"W 2"w 112"CDX PLYWOOD SHEATHING EARTH 2"w I I I I-11 1=1 L-1 I I I I I 1 a w Co I I Co I RAFTER A I 1 4„ S S NOTED • `' I I I I a"S co _ _ r_ -i I 4"s _ J rr POURED CONCRETE 1 _ ' F• OR 8" CMU BLOCK 1 MSTR I _- -f 1 I rV_- r- - ::�:_° BATH I I F - r I I I KITCHEN r------ r I - rr=11 FF 7 FF -1 FF I F 7 EXISTING STUD WALL ,I,/a"v ,iva•v 111/4"v 2"Iv BATH 2„� ,I1/a"v , va"Iv , va"I v I 1 I L L J L J L J L J L J TO REMAIN I I I I KITCHEN PWDR 2'V 1,/a"Iv I LAUNDRY EXISTING STUD WALL I I I SINK W/ ROOM 1 I ROOMLU TO BE REMOVED I 1 DW HOOK 4 S 1 1P U of w = Q- L--------� UP WASHER FAI "? > O SHWR TUB SHIJVR O I7 +.>, o = P NEW 2x4 OR 2x6 1ST FLR 1ST FLR 3" sr"• CD U N Q' 1 /4"w 11 W , vrw a" ,va"w 2" !L `- 'o ,Z�Q STUD WALL @ 16" O.C. 1 1/2"W 1112.1 W 4"5 1 1/2"W 2"W W O !y ^,� 2x Jo1sTs JOISTS ABOVE CO 2"W 4„ 4" 2•,W CO CO �A � p a J co 4..s 4„s co 4,.S co ��T � *� 2 10- @ 16"O.C. 4"S 4"TO APPROVED 2x 8 RAFTERS @ 16"O.C. ��Q W O `i% 12 CO SEPTIC SYSTEM 12 ao - 14 L J AS SECTION / DETAIL (^ 4"HOUSE TRAP r 41 X L LJ J TABLE P 201.7 IN CONC PIT 2x 8 PLUMBING RISER DIAGRAM 3 ......----:.----.:.----:.-.,---.:•----:.:---:.::-:---....... ... •--.... ......=.=,.=,==--"-"-,-"=,.="=.=".=,.=,=,.---.=,.=--..-.-:.=.:.. ..-...."_"-.- -- ..:-:-.:....................--.:-T.:............. .----.:.... :. :.7--.... -.. T:.- :..---.:. :......•.. ..-.-...---..._.--. �.._.-..._._... .._..._....--..... _.._.-.. RAFTERS @ 16"O.C. . :.:::._::::::::::::._:::._::::::._......:...-•::::::::::::::.-::. :..:. :::. :::::::::::::::..-:::.:. ::::::._:::. :.:_._._:._.-:.:_._:. :::. :::._:._:. ._:::: -.... ............_..._.._.._.. :.::::...::::......._..:_::. :. :::.:_. .__::::::. ::._:::.: .:::::::: :._ � S ....................................... .................................................. .... .. ..... SIZE OF TRAPS FOR PLUMBING FIXTURE .......... ............ S 1 BUILDING UI D ING SE T NO SCALE 5 SECTION TRAP SIZE .........................:::......- .............................. .-..........................................:._._:. :::. :::::::::.:_::.:.:::::::::::::.:::::::.::::::i::is .T.. .............. ... . .. ... ................................................. ................................................. I/ . .. ............. . . .................................................... ...........................................:...::::::.:.'::::. :. .:. :. . :. :::. :::.'. .......................................-•-.............................................................................. ......................� C ...:. PLUMBING FIXTURE MINIMUM SECTION P1303 VENT TERMINALS ............................... ........................ ,P ....-.-... O t. :::.,...::.. ..:.....:...... .:........................................................................................................................................... ..... .:. :.:. ....... :........ .................................................................................................................................... .............:.,.,: ........ E .."-:.,.,:.,.1.1.1.".1.'.'.'....... `� ........... ..... ............................................... ...................................................................................-:.-:._._:.:. ._:._::::::.-:..::. :. :::.::::::._:. .:::::::::::•:::::.:. ::::::._:::. •:._:.:::. :._:::.-::.::._:. .. ..... ....... . INCHES J .... ..................- . .... :.................................................................................................................... :..:.......... - PL ...::::: .... .............................................................................................................. ...:::::::. :::. ::::::.:.:. ._::::. :::.::.:::.::: ._:._:. :::.-:.-.::.-:.:::. ::::::.:. :::::::::._:::. :::. :.:::. :. :::. :.: :::: : .. . v (INCHES) 't .. ....................... ................................................. . .....................................................................:.............................................- -..........................................................................:.. . ..................... -......................... :. ..:..:::::::... :..:......... .. WINDOW I � ::.............. .:.::..::.:.. ........................................................:..:. :.:::. :. :.:: ::.::::: . . 7 ��.. -::::::. :::::................... P3103.1 ROOF EXTENSION. ::..:. :::. :..:::::. :::::::. ::::::::::.:::: :::._:::.::::::::.:.-::::::::._. :. :._:::.:::. :. :._.::::.:._:::::. ::.:._:::._:::::::::.:. ::._::::::::.. ::::::.-:._:::. :.::._.-:.:_.. :. :::::::. . ........... - .............:.. -.............................. .......................................................................................::•:. :._:•::::::. :._:. .:._...:_:.::. :._....... :. ._.. ....... ",.....:_._::::::. : Keri A. Kazel Architect P.C. #2 Windemere Court,P.O. Box 1G9, Speonk,NY 11972 Phone: 631-874-2925 Fax:631-874-7377 keri@kazelarchitects.com October 14, 2021 Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 Re: 565 Mailer Court in Southold Dear Ms. Dwyer Please accept this letter of clarification for the above referenced property. All floor joists are to be 11-7/8"deep TJI(560) series floor joists by Weyerhauser or equal. All floor joists are to be installed as per manufacturer's specifications and recommendations. Please feel free to contact our office if you have any questions. Thank you Sincerely yours, AN ti Keri Kazel, Architect , ( 0 9743- yO� OF NES TYPICAL ROOF CONSTRUCTION: 2x 12 RIDGE BEAM FIRST FLOOR LIVING AREA: 1,468 SF LIFETIME ARCHITECTURAL ASPHALT SHINGLES 2x 8 RAFTERS @ 16"O.C. GARAGE AREA:589 SF (COLOR:DETERMINED BY OWNER) 2x 10 FLAT VALLEY JACK FRONT PORCH:257 SF 15#ROOF FELT&ICE AND WEATHER SHIELD REAR PORCH:680 SF @ 16'O.C. 1/2"CDX PLYWOOD SHEATHING 2x 8 RAFTERS SECOND FLOOR LIVING AREA:931 SF RAFTERS AS NOTED RAFTERS BEYOND OVER UN-FINISHED ATTIC AREA: 187 SF 12 BEDROOM CLOSETS TOTAL LIVING AREA:2,399 SF SIMPSON H2A HURRICANE TIEAT EACH RAFTER TO 11 CONNECTION. (TYPICAL) D SYMBOL LEGEND 2x 4 KNEE WALL TO UNDER ji , SIDE OF RAFTERS 12I I11 EARTH iPLYWOOD SHEATHING `. �� GO.H.EI ON ATTIC SIDE OF WALL ^f:> 2x8 CEILING JOISTS\ :L; POURED CONCRETE PROVIDE FIRE BLOCKING @ 16"O.0OR 8" CMU BLOCK . �� -' sx ��"'x IN ALL WALLS OVER 8'-0" — — — — — T.O.2ND FLOOR PLATE EXISTING STUD WALL (TYPICAL) ! I 1 TO REMAIN G.W.B.ON 2x 10 RAFTERS @ 16"O.C. M _j 2' -- o WALLS&CEILING I W EXISTING STUD WALL a N 9'-1" 9'-1"CLG. HT. I TO BE REMOVED 2x 8 NAILER ��N2 CLG. HT. BEDROOM 2x 8 NAILER d 2x 8 RAFTERS @ 16' O.C. W BATH 3-13"x 11Z" FLUSH LVL HEADERCN U_ 4 (--� NEW 2x 4 OR 2x 6 12 ROOM 3' WITH SIMPSON THF35112 FACE LL STUD WALL @ 16" O.C. a'T&G PLYWOOD i I 2x 6 SOFFIT JOISTS @ 16"O.C. 11 SUBFLOOR GLUED I I MOUNT JOIST HANGERS Z ,2x JOISTS SIMPSON H2A HURRICANE TIE 4� & NAILED(TYPICAL) I I 2x 8 RAFTERS @ 16"O.C. w @ 16"O.C� JOISTS ABOVE AT EACH RAFTER TO STUD11a"DEEP TJI (560)FLR 2x 6 SOFFIT JOISTS @ 16"O.C. CONNECTION. (TYPICAL) TRUSSES @ 16"O.C. S I 12 3 --SIMPSON H2A HURRICANE TIE o� A5 SECTION / DETAIL 2x 6 SLOPED CEILING — — AT EACH RAFTER TO STUD — T.O.2ND FLOOR — _ _ CONNECTION.(TYPICAL) _ T.O. 1ST FLOOR PLATE _ _ , , ----- JOISTS @ 16"O.C. � � -- ; T.O. 1ST FLOOR PLATE S-1, 3-2x 10 HEADER WITH J� 2-14"x 11$"LOW LVL HEADER PROVIDE SQUASH 3-2x 10 HEADER WITH A5 BUILDING SECTION 1-2x 6 PLATE OVER NON-VENTING / BLOCKS AS REQ'D NON-VENTING 1-2x 6 PLATE OVER PACK-OUT TO COLUMN SOFFIT(TYP)—/ H ,. BY TRUSS MANUF. SOFFIT(TYP) PACK-OUT TO COLUMN WIDTH. ±10'-8"O.H. ^ � >� r 12'-1"O.H. WIDTH. WINDOW VAUL G.HT. 1 O 10-0 CLG. HT. g TYPICAL EXTERIOR11 1 �, 10"x 10"PLAIN SQUARE, PERMA-CAST,LOAD BEARING a EAT RO DINING ROOM COLUMNS(18,000#)WITH COLUMN-LOC BY"HB&G"OR _ _ __= ELEMENTS ABOVE � WALL CONSTRUCTION: COVERED �p COVERED EQUAL WITH CAP&BASE(TYPICAL) � J VINYL BOARD&BATTEN W 16"DEEP TJI(560)FLOOR LL LL PORCH J PORCH TYVEK HOUSE WRAP OR EQUAL TRUSSES 16"O.C. a"T&G PLYWOOD �- — @ l u, GIRDER/ HEADER ABOVE PLYWOOD SHEATHING �Q \ SUBFLOOR GLUED LL 5.5"(R-27) HYBRID CLOSED CELL PROVIDE METAL FLASHING P y E- SIMPSON-T \ & NAILED (TYPICAL) PROVIDE METAL FLASHING LL 2x 6 STUDS @ 16"O.C. BETWEEN WOOD FRAMING BETWEEN WOOD FRAMING q BRIDGING @ 8'-0"O.C. PROVIDE SQUASH o ® POST DOWN 2'GYPSUM WALL BOARD AND POURED CONCRETE BETWEEN FLR BLOCKS AS REQ'D AND POURED CONCRETE INTERCONNECTED COMBINATION (TYPICAL) — TRUSSES BY TRUSS MANUF. (TYPICAL) — — — — T.O. 1ST FLOOR <x->\SD SMOKE AND CARBONMONOXIDE T.O. 1 ST FLOOR CO DETECTORS AS PER R314 OF THE — T.O. FND PLATE\PF T.O. D PLATE;x.:.:. ., ,. .:...:.-. .:::.._ , :,, ;= ,:_<: .....-: :•,_ �..:::::; >..,._:.: . — — — — _ _ — — — — — — — — — — RCONYS AND 915 OF THE IFCONYS 10"x 10" PLAIN SQUARE, PERMA-CAST, PROVIDE 2'GYPSUM WALLBOARD -% - R-11 BATT INSUL = LOAD BEARING COLUMNS(18,000#)WITH MEMBRANE TO THE UNDERSIDE OF DRAPED OVER i` ~ 2"SLAB SEAT � 2"SLAB SEAT 'z NEW FOUNDATION @ PORCH WALL: = CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR d COLUMN-LOC BY"HB&G"OR EQUAL WITH _ r:. THE FLOOR FRAMING MEMBER AS PER _ o z :: SECTION R302.13 OF THE RCONYS. FOUNDATION WALL 8"POURED CONCRETE FOUNDATION WALL AS PER MAINTAINING JOB SITE SAFETY DURING THIS PHASE U CAP&BASE(TYPICAL) ,.r.: , '"` — ' ' M SECTION 404 OF THE RCONYS ON 16"x 8"P.C. v OF WORK&SHALL COMPLY WITH ALL APPLICABLE z ?. 3.. F ._ . .?: NEW FOUNDATION @ PORCH WALL: _;:.. - 3-1 x 11 LOW LVL HEADER 7 11 CLG. HT. _______ i• FOOTING WITH 3-#5 RE-BAR IN BOTT.AS PER TABLE z FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING W r. BASEMENT «? _� R403.1 1 W BUT NOT LIMITED TO BUILDING CODES, OSHA '" OF THE RCONYS. g � 8" POURED CONCRETE FOUNDATION WALL AS PER '' ---� �--� �''t: -t, r- �----- ��`" ( ) Q SECTION 404 OF THE RCONYS ON 16"x 8"P.C. --� L—_� _J W REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS U) M FOOTING WITH 3-#5 RE-BAR IN BOTT.AS PER TABLE -- ; --� k { r--J F__ m MATERIAL REMOVAL&DISPOSAL. r__ r_ R403.1 1 OF THE RCONYS. �__ L__ 4"DIA.STEEL LALLY COLUMNS ''` J ( ) >is t: r-- r-- STEP PORCH FOUNDATION L _� ON 30"x 30"x 15" DEEP P.C. FOOTINGS __J WALL DOWN TO BASEMENT THE CONTRACTOR SHALL INDEMNIFY& HOLD F; ti HARMLESS THE OWNER,THE ARCHITECT,AND T.O.BASEMENT SLAB L � L_ -:.% WITH 3-#5 RE-BARS E.W.IN BOTTOM. - _� __J NG(TYPICAL) T.O. BASEMENT SLAB STEP PORCH FOUNDATION THEIR AGENTS &EMPLOYEES FROM AND AGAINST WALL DOWN TO BASEMENT "�'_ =ter= 5/8"DIA STEEL ANCHOR BOLTS ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 4"PCSLAB WITH 10/10, 6x 6 W.W.M. L — — J MAX 37"O.C.WITHIN 12" FROM ARISING OUT OF OR RESULTING FROM ANY OF THE . . FOOTING(TYPICAL) ENDS OF EACH SILL PLATE PIECE. ITEMS LISTED ABOVE. OVER 6 MIL.POLY VAPOR BARRIER NEW FOUNDATION PORCHES: OVER 6"CRUSHED STONE. EXTEND BOLTS MIN 7" INTO FND& @ SECURE TO SILL W/ 3"SQUARE THE CONTRACTOR SHALL VERIFY ALL FIELD 10" POURED CONCRETE FOUNDATION WALL AS PER SECTION WASHER CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 404 OF THE RCONYS ON 20"x 10"P.C. FOOTING WITH 3-#5 RE-BAR CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE IN BOTT.AS PER TABLE R403.1(1)OF THE RCONYS. PROVIDE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. WATERPROOFING AS PER SECTION R406.2 OF THE RCONYS. NEW FOUNDATION @ PORCHES: 10"POURED CONCRETE FOUNDATION WALL AS PER SECTION THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 404 OF THE RCONYS ON 20"x 10" P.C.FOOTING WITH 3-#5 RE-BAR AGENCY FOR ANY"ERRORS&OMISSIONS"ON R-VALUE INFORMATION: BUILDING SECTION . S-1 NOTES: IN BOTT.AS PER TABLE R403.1(1)OF THE RCONYS. PROVIDE THESE DOCUMENTS. SEE BUILDING SUMMARY PAGES FROM PRE-ENGINEERED FLOOR TRUSSES BY WATERPROOFING AS PER SECTION R406.2 OF THE RCONYS. REM/RATE FOR ADDITIONAL INFORMATION. SCALE: 1/4"=V-0" WEYER-HAEUSER I-LEVEL TRUS,IOIST.OR THE CONTRACTOR IS SOLEY RESPONSIBLE FOR FOUNDATION WALLS:R-11 DRAPED BATTS EQUAL. INSTALL AS PER MANUF.SPEC'S AND "METHODS&MEANS"OF CONSTRUCTION. THE 2x 6 RIM JOISTS: 5.5"(R-27) HYBRID CLOSED CELL RECOMMENDATIONS (I.E.SQUASH BLOCKS, ARCHITECT IS NOT RESPONSIBLE FOR FIELD 2x 6 EXTERIOR WALLS:5.5"(R-27) HYBRID CLOSED CELL NAILING&GLUEING,WEB-STIFFENERS, ETC) SUPERVISION. WINDOWS&DOORS: MIN.U-VALUES=0.30, MIN.SHGC-VALUES=0.30 2- 14"x 18"STRUCTURAL RIDGE GIRDER FLAT CEILING/FLOOR:7"(R-49)CLOSED CELL TEMPORARY WALL BRACING NOTE: BRED ASL, RAFTERS:7' (R-49)CLOSED CELL 2x 10 RAFTERS @ 16"O.C. WALLS TO BE BRACED DURING CONSTRUCTION � —::: TO PREVENT BOWING OF TOP PLATES. DO NOT �. � AN REMOVE BRACES UNTIL WALLS AND ROOF ARE 2x 8 CEILING JOISTS @ 16"O.C. �lU .F FULLY SHEATHED. SIMPSON H2A HURRICANE TIE AT EACH RAFTER TO STUD r �' CONNECTION.(TYPICAL) TYPICAL ROOF CONSTRUCTION: 12 12 �� ° x743-1 LIFETIME ARCHITECTURAL ASPHALT SHINGLES 12� 112 OF NE� (COLOR:DETERMINED BY OWNER) _ _ _ 15#ROOF FELT& ICE AND WEATHER SHIELD _ _ _ T.O. FLOOR CEILING 1/2"CDX PLYWOOD SHEATHING Proposed Two Story Home for: RAFTERS AS NOTED z G.W.B. WALLS&CEILING D J Custom Homes = 9'-1"CLG. HT. U #565 Mailer Court SIMPSON H2A HURRICANE TIE BEDROOM 2"PLYWOOD SHEATHING z = J a Southold, NY 11971 , AT EACH RAFTER TO STUD ON ATTIC SIDE OF WALL w CONNECTION.(TYPICAL) s. a'T&G PLYWOOD SOLID BLOCKING @ Y 1Q p SUBFLOOR GLUED EAVE FOR EXPOSED < w w Town of Southold &NAILED(TYPICAL) RAFTER TAILS w Z County of Suffolk 16"DEEP TJI (560) FLR Y O.H. TRUSSES @ 16"O.C. O.H. T.O.2ND FLOOR SCTM #: 1000 - 70 - 9 - 36 T.O. 1ST FLR BuildingSections PLATE @ GARAGE SIMPSON TB27 CROSS BRIDGING @ 8'-0"O.C. (TYP) 14"TIMBERSBOX BEAM (9 Keri Kazel, Architecture $'TYPE"X"GYP.BD. Q ON WALLS&CLG.AS 0 2 Windemere Court PER SECTION R302.5 Ua P.O. Box 169 OF THE RCONYS PROVIDE FIRE BLOCKING = Speonk, NY 11972 IN ALL WALLS OVER 8'-0" W Phone: 631-874-2925 GARAGE (TYPICAL) 0 Fax: 631-874-7377 keri@kazclarchitects.com kazelarchitects.com U) 4" P.C.SLAB WITH 6x6, 10/10 W.W.M. OVER 6 MIL. POLY.VAPOR BARRIER ; OVER 6"CRUSHED COMPACTED GRAVEL. (3,500 PSI CONC.MIN.WITH 5%TO 7%AIR ENTRAINMENT) — — T.O. FND WALL — 2x 6 P.T.SILL PLATES WITH SILL III I I=I I I=I I I I=III=III=III=i I I=I I I=III=III=) I I=III=I I I=I I I=III=III ,r I I— I=_= SEAL AND TERMITE SHIELD(TYPICAL) ARCHIVAL DESIGNS =III I I=III=III=III=III=III=III=III=III=III=III=III=III=III=I'y: I I= =I I „ FOUNDER:DAVID MARC LOFTUS -III= =III=I _ 5/8 DIA STEEL ANCHOR BOLTS MAX 37 O.C.WITHIN 12' 1243 Buford Hwv.Ste 306,Suwanee,GA30024.770.831.6363 _ III—III—i I I—I I I—III—I I I—III—III—III—III—III=I I=I I (—III I— I — FROM ENDS OF EACH SILL PLATE PIECE. EXTEND BOLTS I " ='r I—I I I—I I I—III—III—III—I I I—III—III=) I I—III—III—III—III ~: ( I I— I- '� C COPYRIGHT 2019 ARCHIVAL DESIGNS INC. =I I I=I I I=I I I=I I I=I I I=I II=I I M I I=I I I=I I I=I I I=I I I=III=I I = I=I I I= MIN 7 INTO FND&SECURE TO SILL W/ 3' SQUARE WASHER WARNING FEDERAL COPYRIGHT LAWS RESTRICTS I-III—III—III—III—III—I I I—III—III—I I I—I I I—I I I—III—III—III—III—III—I I (—III-� I NEW FOUNDATION WALL: THE REMOVAL OF THIS NOTE: —I I�, I III—III—III—III—III—III`III—III—III—III—III—III—III=) I I—I I I i I I I—� I 8"POURED CONCRETE FOUNDATION WALL AS PER SECTION 404 OF THE RCONYS ON 16"x 8' P.C.FOOTING WITH 3-#5 Date: July 12, 2021 RE-BAR IN BOTT.AS PER TABLE R403.1(1)OF THE RCONYS. BUILDINGSECTION : S-2 PROVIDE WATERPROOFING AS PER SECTION R406.2 Scale: As noted OF THE RCONYS. SCALE: 1/4"=1'-0" Project No. CHIMNEYS SHALL EXTEND AT LEAST FIRST FLOOR LIVING AREA: 1,468 SF 2 FEET HIGHER THAN ANY PORTION GARAGE AREA: 589 SF OF A BUILDING WITHIN 10 FEET, BUT FRONT PORCH:257 SF NOT LESS THAN 3 FEET ABOVE THE o REAR PORCH:680 SF HIGHEST POINT WHERE THE CHIMNEY N SECOND FLOOR LIVING AREA:931 SF PASSES THRU THE ROOF. UN-FINISHED ATTIC AREA: 187 SF 4x 6"AZEK"TRIM WITH Hill )IIH) Jifil I) 1) 11111 IIIIIJ 11111 IIJJj 111111 111111 11111 Jill 11 111111 11111 11111 111111 111111 111111 111111 Jill 11 IIIIIJ Jill ]1 111111 111111 IIIH] TOTAL LIVING AREA:2,399 SF DRIP CAP ABOVE 1x 8"AZEK"RAKE BOARDS I 1 11 1111 11 1111 11 1111 11 111 111111 111111 111111 111111 1111\ 11111 111111 111111 Jill Jill 1 11 11 11 11 11 11 1 11 1 1 11111 111111 111111 111111 111 1 1 WITH 1x2"AZEK"TRIM OVER SYMBOL LEGEND TYPICAL ROOF CONSTRUCTION: 1x 4"AZEK"FRIEZE BOARDS LIFETIME ARCHITECTURAL ASPHALT SHINGLES INI IT il 11 IT 1 11 11 11 1 11 1 1 1 11 11 11 1 IT 11 111111 1111 (COLOR: DETERMINED BY OWNER) 1x 6"AZEK"FASCIA BOARDS EARTH 15#ROOF FELT& ICE AND WEATHER SHIELD WITH GUTTERS&LEADERS I=I I=I I—I All 11 11 111 Jill 11 11 1 11 11 11 11 1 11 1/2"CDX PLYWOOD SHEATHING : . RAFTERS AS NOTED 11 ][11 IIITI 111 11 ITII 1x 6"AZEK"FRIEZE BOARDS {a ,":<- .. . POURED CONCRETE , :�• OR 8" CMU BLOCK — — — — — — — _ — EXISTING STUD WALL T.O.2ND FL T.O.T.O.2ND FLOOR PLATE 6"BLIND FLASHING AT TO REMAIN _ ill I 'll �m WALL AND ROOF W EXISTING STUD WALL W O INTERSECTION(TYPICAL) w aROOF \ TO BE REMOVED CRICKETI II IT NEW 2x 4 OR 2x 6 U_ a = i STUD WALL @ 16" O.C. 0 0 0 p g = o p 2x JOISTS W1 Jill 11 ill w @ 16" C. JOISTS ABOVE o Lin W = - - - -- - - - - - - -- --- - - - °' M A5 SECTION / DETAIL T.O.2ND FLOOR T.O.2ND FLOOR I I Hill ll 1"M Hill 1 11 1 11 11 IT 11 11111 11 11 T.O. 1ST FLOOR PLATE — — — — — — — — — — — T.O.GARAGE PLATE — A5 BUILDING SECTION 10"x 10"PLAIN SQUARE, O m PERMA-CAST, LOAD BEARING x 6"AZEK"RABBETED CORNER BOARDS(TYP) = WINDOW COLUMNS (18,000#)WITH B 1 B B D 1x 4"AZEK"RABBETED Q COLUMN-LOC BY"HB&G"OR O = O WINDOW AND DOOR TRIM TYP W EQUAL WITH CAP&BASE ( ) g w - - -- - ELEMENTS ABOVE d � � (TYPICAL) (D JQ ILL DECORATIVE SHUTTER GIRDER/ HEADER ABOVE U) PANELS TO ALIGN UNDER TRANSOM WINDOWS WITH wILL @� 0 1 x 4"AZEK"TRIM. o ® POST DOWN INTERCONNECTED COMBINATION T.O. 1ST FLOOR — — — _ — — — — _ _ — — — T.O. 1ST FLOOR t<X SSD SMOKE AND CARBONMONOXIDE `_- CO DETECTORS AS PER R314 OF THE T.O.FND PLATE — — — — — — — — — — — — — — T.O. FND PLATE — RCONYS AND 915 OF THE IFCONYS 36"HIGH RAILING R312 GUARDRAILS: PORCHES CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 0 BALCONIES AND STAIR I I I I I J J MAINTAINING JOB SITE SAFETY DURING THIS PHASE U LANDINGS 30"ABOVE FLOOR I I I I I I v OF WORK&SHALL COMPLY WITH ALL APPLICABLE z OR GRADE TO BE INSTALLED I I - - -- - - - - - - --- - - - - - - - - - -- - --- - - -- - - - - - - I- - - -- - — — - - — — I z FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING W WITH 36"HIGH RAILINGS, __ _ _ __ _ _ __ __ _ _ _ __ _ BUT NOT LIMITED TO BUILDING CODES, OSHA — w BALUSTERS NOT TO ALLOW W REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS Q U) PASSAGE OF A SPHERE 4"OR MATERIAL REMOVAL&DISPOSAL. I I r —I I cn MORE IN DIAMETER. I I F_ —I I Cal I I L I _j I THE CONTRACTOR SHALL INDEMNIFY& HOLD T.O.BASEMENT SLAB �——) I— —I L_ —I I r- HARMLESS THE OWNER, THE ARCHITECT,AND — — - - - - - - -- - - - - - - - - - ---- - -- - - - - - - --- - - - — — — — — Lam— - - - - _ — — — — T.O.BASEMENT SLAB— THEIR AGENTS& EMPLOYEES FROM AND AGAINST _ _ _ _ _ ____ _ __ _ _ _ _ _ _ __ _ _ _ _ _ ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES — — — — - L —— — — — ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE CHIMNEYS SHALL EXTEND AT LEAST RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. /—2 FEET HIGHER THAN ANY PORTION THE ARCHITECT SHALL BE HELD HARMLESS BY ANY OF A BUILDING WITHIN 10 FEET, BUT AGENCY FOR ANY"ERRORS&OMISSIONS"ON NOT LESS THAN 3 FEET ABOVE THE THESE DOCUMENTS. q HIGHEST POINT WHERE THE CHIMNEY `V PASSES THRU THE ROOF. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE CHIMNEY CRICKET AS PER ARCHITECT IS NOT RESPONSIBLE FOR FIELD TABLE R1003.20 OF THE RCONYS. SUPERVISION. TYPICAL ROOF CONSTRUCTION: 1x 6"AZEK"TRIM LIFETIME ARCHITECTURAL ASPHALT SHINGLES WITH DRIP CAP (COLOR: DETERMINED BY OWNER) RAKE BOARDS oilFtED Af 1x 8"AZEK" 15#ROOF FELT&ICE AND WEATHER SHIELD �5 N yj IIITI Ill 1 11 11111 1/2"CDX PLYWOOD SHEATHING WITH 1x 2"AZEK"TRIM OVER RAFTERS AS NOTED n� 1 x 4"AZEK"FRIEZE BOARDS T.O.2ND FLOOR PLATE — — — — — — — — — — — T.O.2ND FLOOR PLATE = IZEIEENEROR L CONSTRUCTION: T4 �yO F:BOARD& TYPICAL T N W TYVEK HOUSE WRAP OR EQUAL W Q O 'PLYWOOD SHEATHING Q a 5.5"(R-27)SPRAY FOAM INSULATION a 2x 6 STUDS @ 16"O.C. Proposed Two Story Home for: 0 2'GYPSUM WALL BOARD LL D J Custom Homes O =O W #565 Mailer Court - - - Southold, NY 11971 , T.O.2ND FLOOR — — — — _ — — — — — T.O.2ND FLOOR — TOWn Of SouthoE Ii Ilkld — T.O. GARAGE PLATE — — — — — 11— LilllI HO 11 111111 IlIfIl 1111 — — — —T.O. 1ST FLOOR PLATE County of Suffolk G G 1x 8"AZEK"TRIM OVER EXPOSED GIRDER SCTM #: 1000 - 70 - 9 - 36 w W z F F COLUMNS (18,000#)WITH COLUMN-LOC BYDHB&G ING g Building Elevations °_ ¢ o OR EQUAL WITH CAP&BASE(TYPICAL) Uj < 13 1[= � 1 1 � C> 36" c9 CID36"HIGH RAILING Cn Keri Kazel, Architecture w BU R312 GUARDRAILS: PORCHES BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE U` 2 Windemere Court p,Q, Bo169 INSTALLED WITH 36"HIGH RAILINGS, BALUSTERS Q x NOT TO ALLOW PASSAGE OF A SPHERE 4"OR Speonk, NY 11972 MORE IN DIAMETER. Phone: 631-874-2925 T.O. 1ST FLOORT.O. 1ST FLOOR — _ — LIL— ._ — — — Fax: 631-874-7377 Ilk N, — T.O. FND PLATE — — ELj — — — — — — — — — — — — — T.O.FND PLATE keri@kazelarchitects.com _ — —— — — — — ———— — — — — —— — — —— 1.2 W � _� _ _ _ __ __ _ _ _ _ _ _ __ _____ —�— I ' f—_ _ _ _ _ __ _ _ —_ _ _ _ _ _ _ _ __ __ _ � W �-—L� I I �� I W ARCHIVAL DESIGNS m R403.1.5 SLOPE. I I S _ I IM FOUNDER:DAVID MARC LOFTUS � THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. I ( r uw I 1245 Buford Ste 306,Sanee,GA30024. 770.631.6363 THE BOTTOM SURFACE OF FOOTINGS SHALL NOT J _ _ _ _ - _ _ _ I _ _ _ T.O.BASEMENT SLAB ~ OC COPYRIGHT 2019 ARCHIVAL DESIGNS, T.O. BASEMENT SLAB HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN _ _ _ INC. 10 UNITS HORIZONTAL(10-PERCENT SLOPE). — — — — — — — —— — — — —— — — — — WARNING FEDERAL COPYRIGHT LAWS RESTRICTS —— ——— — — — — —— —— — — FOOTINGS SHALL BE STEPPED WHERE IT IS — — — — — — ———— — —— — — —— — — THE REMOVAL OF THIS NOTE: NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE Date: Jul 12 2021 THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS RIGHT SIDE ELEVATION Y WILL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). SCALE: 1/4"=V-0" Scale: As noted Project No. FIRST FLOOR LIVING AREA: 1,468 SF GARAGE AREA:589 SF FRONT PORCH:257 SF REAR PORCH:680 SF SECOND FLOOR LIVING AREA:931 SF UN-FINISHED ATTIC AREA: 187 SF I III III TOTAL LIVING AREA:2,399 SF 11 11 11111 1111 11 IIITII IIITII 1111111 ffll*ll 111 11 11 1 11 III SYMBOL LEGEND 11 11 IT 11 111 11 1111 111 111 111 111 111 JITTII III I I I 1 11 11 1 11111 II I F11 I TF1 EARTH f4 x` POURED CONCRETE 41 111111111111111111 11 11 11 11 11 11a._ ;,:Y�=: OR 8" CMU BLOCK 11 11 IT 11 11 IT T.O.2ND FLOOR PLATE — — — — — — — — — T.O.2ND FLOOR PLATE EXISTING STUD WALL TO REMAIN w EXISTING STUD WALL III It 11 111111 11 11 1 11 1 11 111 11111 11 11 11 11 11 1 LA, R,1W pil I 1 11 1 IITI 111111 1 TO BE REMOVED aIT 11 IIITII 111111 111111 IIITII III IIITI1 IIITII 111 111 11 1 111111 IIITII 111111 111111 111111 111 1 1 11 111111 11 IT 11 1111 11 11 11 11 11 11 11 1 11 1 11 11 1 1 11 11 1 111 1 11 111 11 111 Till 11 11a 11 IIITII IIITII III TYPICAL ROOF CONSTRUCTION: NEW 2x 4 OR 2x 6 011 IT I STUD WALL @ 16" O.C. Z LIFETIME ARCHITECTURAL ASPHALT SHINGLES 11 11 it 11 111111 11 if If 111111 111111 111111 fill 11 111111 111111 111111 11111 1111111 1 111111 HII 11 111111 HII 11 till[[ till 11 till 11 111111 111111 111111 111111 111111 111111 11111 HII 11 111111 111 0 11 1 111 11 IIITII IllTil iJITlI Hill 11 1111 11 fill 11 till 11 till]111 11111 1 111111 fill 11 till 11 111111 111111 111111 till 11 till 1111111 1 111111 IIIIHI fill IIH it 111111 fill I IIH 11 HIIII III] (COLOR: MINED BY OWNER) 0 11 11 IT 11 Iff I III IT It If IT I 111 111111 111111 1111 11 1111 it 111111 111111 11 111 111111 1 1 11 111 111111 till 11 fit III IIITII fill 41 IJITII Jill it till 11 fill If 111111 Will )III If 111111 Will fill 11 111111 1 15#ROOF DFELT R&ICE AND WEATHER SHIELD .JOISTS 111111111111111111 1 till 11 till 11 till 11 111111 Jill If 111111 till if till 11 till 11 IIH 11 HII 11 flifil 111111 1111111111111111 111111111 11111111 0 2x16"O.0 W I Jill 11 fill 11 IIH 11 till if 111111 fill 11 111111 till it 111111 Hill 1 11 till 11 till 11 11111 11 H Jill 11 HII it till 11 fill 11 till 11 [11111 till 11 fill 11 IIH 11 till 11 fill 11U) 11111111111111111 111111111111 11111111111 1 1 11 11 1 11 1 1/2"CDX PLYWOOD SHEATHING @ r JOISTS ABOVE 1111 11 IT 111 11 1111 11 1111 11 1111 11 If 11 11 1111 11 11 IT I RAFTERS AS NOTED 11 H IT 1 11 IT II 1111 1 If I I If 1111 11 11 If 11 111111 1111 If I 11111 111111 11 If 11 11 IT 11 IIJTII 11 ITH 11 ITT 111 11 111 11 If I 111 If IT[j�I�T 11 11 1 T 10,1 M 1 T.O.2ND FLOOR 5 A5 SECTION / DETAIL 11 11 1 T.O.2ND FLOOR _ — — — — — — — T.O. 1ST FLOOR PLATE S 1 BUILDING SECTION T.O. 1 ST FLOOR PLATE A5 r — = WINDOW UjH ON op CR TYPICAL EXTERIOR WALL CONSTRUCTION: J — — — — a = 8" EXPOSURE HORIZONTAL VINYL SIDING a - — — — — ELEMENTS ABOVE TYVEK HOUSE WRAP OR EQUAL d b J w o "PLYWOOD SHEATHING U- 00 00 5.5"(R-27) SPRAY FOAM INSULATION U — GIRDER/ HEADER ABOVE 2x 6 STUDS @ 16"O.C. U- 1? 0 2"GYPSUM WALL BOARD o o ® POST DOWN INTERCONNECTED COMBINATION T.O. 1 ST FLOOR I-ih _. — — — — — — _ _ — — — — — T.O. 1ST FLOOR �<�SD SMOKE AND CARBONMONOXIDE T.O. FND-PLATE — ,'-' Co DETECTORS AS PER R314 OF THE r6 I — — — — — — — — — — — — — — — — — T.O.FND PLATE — RCONYS AND 915 OF THE IFCONYS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR dI I I I I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE v I I I I I I I I I v OF WORK&SHALL COMPLY WITH ALL APPLICABLE Z - -- - - - �- - -- w~ I I — —I— — — — — — —— — — — — L — _ I I �z FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING — — ——— — — BUT NOT LIMITED TO BUILDING CODES, OSHA w REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS Q I I I I I I � � I I U) m I——I I I I I I— I I m MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY& HOLD T.O. BASEMENT SLAB _ Ir�I- - - -- - - -- -- --- - - - - - - - - _ -�— _ - - - - -_ - - - - -_ r- � - - - - HARMLESS THE OWNER,THE ARCHITECT,AND T.O. BASEMENT SLAB- THEIR AGENTS &EMPLOYEES FROM AND AGAINST -- - - - - - - - - - - -- -- - - _ _ _ _ _ _ __- - - - - - - - --=-L- - - - - - - - - - - --- - - - - - - - - - - - --- ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES - - - -- - - - - - - - - - --- - - - -- - - - -- - ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. REARELEVATION THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY SCALE: 1/4"=1 II CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 6"BLIND FLASHING AT THE ARCHITECT SHALL BE HELD HARMLESS BY ANY WALL AND ROOF AGENCY FOR ANY"ERRORS&OMISSIONS"ON INTERSECTION (TYPICAL) THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. ED ASC' T.O.2ND FLOOR PLATE \ h —. — — — — — — — — — — — — — — T.O.2ND FLOOR PLATE 0<Y9743-� F-: = 1 SOF NES W w g \ � TI 1 1 1 11 1 I 1 1 1 1111111 111 111111 IIIITIII Proposed Two Story Home for: LL ROOF D J Custom Homes \ CRICKET z z p 11 1 11 1 11 1 1 IIITI I 1 0 - - #565 Mailer Court 1x 8"ITRIM �` a) WITH DRIP CAP , Southold, NY 11971 , _ — — — — — iq[ — — — — — — — — — — — — T.O.2ND FLOOR — Town of Southold T.O. 1ST FLOOR PLATE — — — — — IV — — — — T.O.GARAGE PLATE County of Suffolk F SCTM #: 1000 - 70 - 9 - 36 0 0 0 1� w Building Elevations Keri Kazel, Architecture q ct� 2 Windemere Court °° o P.O. Box 169 Speonk, NY 11972 Phone: 631-874-2925 T.O. 1ST FLOOR T.O. 1ST FLOOR — Fax: 631-874-7377 T.O. FND PLATE — — — — — — — — — — — — — — — — — — — — T.O. FND PLATE — kerl(akaZelarehlteCtS.COm t= I DN r� - - --� W = U III III I I I I I w � S - - I I w I — —— — — —— — — — — — — Ww —� - - ---- - -- - - - - - m m ARCHIVAL A _D OI FOUNDER:Dro MARCLFfs I�—F 1245 Buford Hui.Ste 306,Sewanee,GA 30024• 770.831.6363 ~ T.O. BASEMENT SLAB I I I I f J _ T.O. BASEMENT SLAB ©COPYRIGHT 2019 ARCHIVAL DESIGNS, INC. — — — — —— ———— — -- WARNING FEDERAL COPYRIGHT LAWS RESTRICTS THE REMOVAL OF THIS NOTE: LEFT SIDE ELEVATION Date: July 12, 2021 SCALE: 1/4"=V-131" Scale: As noted A8 Project No. FIRST FLOOR LIVING AREA: 1,468 SF BRACED WALL LINE"A": 48'-8" TABLE R602.10.3(1) GARAGE AREA:589 SF FRONT PORCH:257 SF REQUIRED CS-WSP: 10'-9" TABLE R602.10.3(1) REAR PORCH:680 SF SECOND FLOOR LIVING AREA: 931 SF UN-FINISHED ATTIC AREA: 187 SF CS-WSP PROVIDED: 27'-8" CS-WSP REQUIRED: 10'-9" TOTAL LIVING AREA:2,399 SF ft MINIMUM LENGTH OF BRACED SYMBOL LEGEND WALL PANELS FOR CS-WSP: 46" TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED WALL PANEL FOR CS-WSP: 46" j� 1 _I I I EARTH � MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN 48'-8"BRACED WALL LINE"A" EXISTING STUD WALL 3'-10"B.W.P. 6'-0" 10'-42'B.W.P. 9._0" 6'-112"B .W.P. 6'-0" 6'-6"B.W.P. C--------] TO BE REMOVED NEW 2x4OR2x6 STUD WALL @ 16" O.C. 2x JOISTS JOISTS ABOVE X. @1616"OC — ; °❑ L — — — — , M AS SECTION / DETAIL L m BRACED WALL LINE"B": 15'-2" TABLE R602.10.3(1) A5 BUILDING SECTION Qm REQUIRED CS-PF: 3'-92" TABLE R602.10.3(1) CV W Z J WINDOW r--' n. �O J CS-PF REQUIRED: 3'-92" Q CS-PF PROVIDED: 11'-2" m - - - - -- - - - - - - - - - 0 I - - - - --- - - - - - - - - - -- ---- - - - -- - - -- ---- - - - o - - - - - ELEMENTS ABOVE W MINIMUM LENGTH OF BRACED ro 06 QU WALL PANELS FOR CS-PF: 20" TABLE R602.10.5 PROVIDED MIN.LENGTH OF BRACED — GIRDER/ HEADER ABOVE 0 N WALL PANEL FOR CS-PF: 332 INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 ® POST DOWN BRACED WALL LINE"H": 32'-0" TABLE R602.10.3(1) iv REQUIRED CS-WSP: 13'-10" TABLE .1 1 = INTERCONNECTED COMBINATION \SD SMOKE AND CARBONMONOXIDE CO DETECTORS AS PER RCONYS AND 915 OF THE IF314 OCONYS F THE CS-WSP REQUIRED: 13'-10" J I fV Cj CS-WSP PROVIDED: 18'-6" ------- —— —— — — MINIMUM LENGTH OF BRACED o rn I I ———— — — ( � CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR WALL PANELS FOR CS-WSP: 38 TABLE R602.10.5 W I I I I m MAINTAINING JOB SITE SAFETY DURING THIS PHASE PROVIDED MIN. LENGTH OF BRACED , I I I I I I r BRACED WALL LINE"C": 13'-4" TABLE R602.10.3 (1) OF WORK&SHALL COMPLY WITH ALL APPLICABLE WALL PANEL FOR CS-WSP: 792" L - REQUIRED CS-WSP: 6'-4" TABLE R602.10.3(1) FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING q I ``' - BUT NOT LIMITED TO BUILDING CODES, OSHA MINIMUM 8" EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN. SHEATHING M I I I z REGULATIONS. LIFE SAFETY CODES,& HAZARDOUS MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 ® I I J CS-WSP REQUIRED: 6'-4" MATERIAL REMOVAL& DISPOSAL. CS-WSP PROVIDED. 8'-6" THE CONTRACTOR SHALL INDEMNIFY&HOLD o_ Q o MINIMUM LENGTH OF BRACED HARMLESS THE OWNER,THE ARCHITECT,AND W WALL PANELS FOR CS-WSP: 38" TABLE R602.10.5 THEIR AGENTS& EMPLOYEES FROM AND AGAINST O I I I I MI . LENGTH OF BRACED ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES a PROVIDEDN O m WALL PANEL FOR CS-WSP: 47" ARISING OUT OF OR RESULTING FROM ANY OF THE II i I I I d v ITEMS LISTED ABOVE. F Cd I d MINIMUM 2"EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED 'MIN.SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 THE CONTRACTOR SHALL VERIFY ALL FIELD �bN I m CONDITIONS AND NOTIFY THE ARCHITECT OF ANY O CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY b fl. AGENCY FOR ANY"ERRORS&OMISSIONS"ON �: THESE DOCUMENTS. N m a THE CONTRACTOR IS SOLEY RESPONSIBLE FOR y "METHODS& MEANS"OF CONSTRUCTION. THE Cd ARCHITECT IS NOT RESPONSIBLE FOR FIELD o SUPERVISION. m T-8" T-8" 2'-32' 2'-31 ED ASC, B.W.P. 6'-2" B.W.P. 5'-3" B.W.P. 6-2" B.W.P. BRACED WALL LINE"D": 22'-6" TABLE R602.10.3(1) .C) o REQUIRED CS-PF: 5'-6" TABLE R602.10.3(1) F29'-6"BRACED WALL LINE"G" W ADJ. FACTOR 11'-0"WALL 1.05 x 5'-6"=5'-92" TABLE R602.10.3(2) ITEM#3 Z J Q CS-PF REQUIRED: 5'-92" z co w CS-PF PROVIDED: 6'-2" T�0° 743,��O�- BRACED WALL LINE"G": 29'-6" TABLE R602.10.3(1) v MINIMUM LENGTH OF BRACED NE REQUIRED CS-PF: 6'-11" TABLE R602.10.3(1) 9 WALL PANELS FOR CS-PF: 20" TABLE R602.10.5 00 PROVIDED MIN. LENGTH OF BRACED Proposed Two Story Home for: WALL PANEL FOR CS-PF: 34" T 11 J Custom Homes CS-PF REQUIRED: 6'-11" W N CS-PF PROVIDED: 11'-11" 9 b 11-1 INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 M MINIMUM LENGTH OF BRACED #565 Mailer Court o WALL PANELS FOR CS-PF: 20" TABLE R602.10.5 � Southold, NY 11971 , PROVIDED MIN. LENGTH OF BRACED N WALL PANEL FOR CS-PF: 272Town of Southold INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 m a y Count of Suffolk _ In M C6 SCTM #: 1000 - 70 - 9 - 36 First Floor Bracing Calculations PROPOSED FIRST FLOOR Keri Kazel Architecture 5'-6" 2"-8" 2'-8" 5'-6" B.W.P. B.W.P. 6'-2" B.W.P. B.W.P. BRACING CALCULATIONS 2 Windemere Court P.O. Box 169 01 22'-6"BRACED WALL LINE"E" SCALE: 1/4"=1'-0" Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 NOTES: keri@kazelarchitects.com BRACED WALL LINE"F": 24'-0" TABLE R602.10.3(1) BRACED WALL LINE"E": 22'-6" TABLE R602.10.3(1) BRACING REQUIREMENTS ARE BASED ON REQUIRED CS-WSP: 5'-10" TABLE R602.10.3(1) REQUIRED CS-WSP: 5'-6" TABLE R602.10.3 (1) TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. ADJ. FACTOR 11'-0"WALL 1.05 x 5'-10"=6-12" TABLE R602.10.3(2) ITEM#3 ADJ.FACTOR 11'-0"WALL 1.05 x 5'-6"=5'-92" TABLE R602.10.3(2) ITEM#3 I CS-WSP REQUIRED: 6'-12" CS-WSP REQUIRED: 5'-92 CS-WSP PROVIDED: 21'-0' @ CS-WSP PROVIDED: 16'-4" MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED LLLJJJ ARCHIVAL DESIGNS WALL PANELS FOR CS-WSP: 45" TABLE R602.10.5 WALL PANELS FOR CS-WSP: 56" TABLE R602.10.5 FOUNDER:DAVID MARC LOFTUS 1245 Buford Hcvy.Ste 306,Suwanee,GA 30024•770.831.6363 PROVIDED MIN. LENGTH OF BRACED PROVIDED MIN. LENGTH OF BRACED WALL PANEL FOR CS-WSP: 60" WALL PANEL FOR CS-WSP: 66" ©COPYRIGHT 2019 ARCHIVAL DESIGNS, INC. WARNING FEDERAL COPYRIGHT LAWS RESTRICTS MINIMUM a"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2" MIN.SHEATHING MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN.SHEATHING THE REMOVAL OF THIS NOTE: MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 MIN.8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 Date: July 12, 2021 Scale: As noted A9 Project No. FIRST FLOOR LIVING AREA: 1,468 SF GARAGE AREA:589 SF FRONT PORCH:257 SF REAR PORCH:680 SF SECOND FLOOR LIVING AREA: 931 SF UN-FINISHED ATTIC AREA: 187 SF TOTAL LIVING AREA:2,399 SF SYMBOL LEGEND Oro BRACED WALL LINE"I": 13'4" TABLE R602.10.3 (1) REQUIRED CS-WSP: 3'-4" TABLE R602.10.3(1) II II I II II EARTH �n w z -' CS-WSP REQUIRED: 3'-4" "s _:' POURED CONCRETE — — — — — — — —— — — — — — J rid.;`: -��e:•'. Q CS-WSP PROVIDED: 7'-2" ` sz_z? T'; OR 8" CMU BLOCK N w MINIMUM LENGTH OF BRACED EXISTING STUD WALL M U WALL PANELS FOR CS-WSP: 32" TABLE R602.10.5 TO REMAIN PROVIDED MIN. LENGTH OF BRACED m WALL PANEL FOR CS-WSP: 39" EXISTING STUD WALL TO BE REMOVED MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN.SHEATHING cm MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 r---� NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. LO 2x JOISTS — ——I @ 16"O.C'" JOISTS ABOVE I I I I AS SECTION / DETAIL I I I s-1 BUILDING SECTION I I A5 I I O I WINDOW I I ELEMENTS ABOVE 5'-52" 6'-2"Ilk — GIRDER/ HEADER ABOVE F17--l"BRACED WALL LINE"J" I I I ® POST DOWN I I INTERCONNECTED COMBINATION BRACED WALL LINE"J": 17'-1" TABLE R602.10.3(1) I I r�X SSD SMOKE AND CARBONMONOXIDE �y REQUIRED CS-WSP: 4'-32CO DETECTORS AS PER R314 OF THE TABLE R602.10.3(1) I RCONYS AND 915 OF THE IFCONYS I I I I CS-WSP REQUIRED: 4'-32' I I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR CS-WSP PROVIDED: 10'-11" I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE MINIMUM LENGTH OF BRACED I I OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, & LOCAL REGULATIONS INCLUDING WALL PANELS FOR CS-WSP: 32" TABLE R602.10.5 I I BUT NOT LIMITED TO BUILDING CODES, OSHA PROVIDED MIN. LENGTH OF BRACED I I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS WALL PANEL FOR CS-WSP: 65z" I I MATERIAL REMOVAL&DISPOSAL. MINIMUM 8" EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN. SHEATHING I I THE CONTRACTOR SHALL INDEMNIFY& HOLD MIN.8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3 (3) ITEM#30 I I HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES -41 ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. PROPOSED SECOND FLOOR THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY BRACING CALCULATIONS CONDITIONS NOT ASSUMED SHALL TAKE AND ' RESPONSIBLE FOR FIELD MEASUREMENTS AS REQD. SCALE: 1/4"=11'-01- THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. NOTES: THE CONTRACTOR IS SOLEY RESPONSIBLE FOR BRACING REQUIREMENTS ARE BASED ON "METHODS&MEANS"OF CONSTRUCTION. THE TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. ED a�C •� �c�,A" 743-� FOS NE�y Proposed Two Story Home for: D J Custom Homes #565 Mailer Court Southold, NY 11971 , Town of Southold County of Suffolk SCTM #: 1000 - 70 - 9 - 36 Second Floor Bracing Calcs Keri KazeL Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.eom ARCHIVAL DESIGNS FOUNDER:DAVID NIARC LOFTUS 1245 Buford Hwy.Ste 306,Suwanee,GA 30024-770.831.6363 ©COPYRIGHT 2019 ARCHIVAL DESIGNS, INC. WARNING FEDERAL COPYRIGHT LAWS RESTRICTS THE REMOVAL OF THIS NOTE: Date: July 12, 2021 Scale: As noted A10 Project No. EXTENT OF HEADER WITH FIRST FLOOR LIVING AREA: 1,468 SF DOUBLE PORTAL FRAMES GARAGE AREA:589 SF FRONT PORCH: 257 SF (TWO BRACED WALL PANELS) REAR PORCH: 680 SF 2'-18' FINISHED WIDTH OF OPENING SECOND FLOOR LIVING AREA:931 SF UN-FINISHED ATTIC AREA: 187 SF F48'-8" BRACED WALL LINE"A" 13'-4"BRACED WALL LINE"C" F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25" LENGTH COIL TOTAL LIVING AREA:2,399 SF 6'-111"B.W.P. � 10'-41" B W P „ STRAPS(4,585#)(MIN.3,125#AS PER 6'-6"B.W.P. 6-0 2 9-0' 2 6-0 3-10" B.W.P. T-11"B.W.P. 01 4'-10" 0. 4'-7" B.W.P. TABLE R602.10.6.4)ON GARAGE SIDE— FASTEN KING STUD TO HEADER SYMBOL LEGEND WITH 6- 16d SINKERS F MIN.3x 12 NET HEADER �710, �I�__� FASTEN SHEATHING TO HEADER WITH 8d �_ EARTH COMMON OR GALVANIZED BOX NAILS IN 3" — GRID PATTERN AS SHOWN. e. .�7�,. POURED CONCRETE a = 1,, MIN.O.S.B.WOOD STRUCTURAL " `' �= "rte"':' OR 8" CMU BLOCK c� TYPICAL PORTAL PANEL SHEATHING. 3: FRAME CONST. t 0 - EXISTING STUD WALL ' •• PANEL SPLICE EDGES SHALL OCCUR-- °0 MIN IN. OVER AND BE NAILED TO COMMON TO REMAIN x lo MIN. MIN. BLOCKING WITHIN THE MIDDLE 24"OF EXISTING STUD WALL a o 0 o MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW OF PANEL 18"AS OF 3"O.C. NAILING IS REQUIRED IN TO BE REMOVED N PER TABLE R602.10.5 EACH PANEL EDGE. NEW ZX 4 OR 2X 6 T MINIMUM DOUBLE 2x 4 FRAMING r—� STUD WALL @ 16" O.C. COVERED WITH MIN.16'THICK �Lu O.S.B.STRUCTURAL PANEL 2x JOISTS NAIL SOLE PLATE TO SHEATHING WITH L COMMON OR @ 16"O.C.'' JOISTS ABOVE JOIST PER TABLE R602.3(1) GALVANIZED BOX NAILS AT 3"O.C. OVER RAISED WOOD FLOOR IN ALL FRAMING(STUDS, BLOCKING, YA5 SECTION / DETAIL MINIMUM 8' EXTERIOR SHEATHING AS PER MINIMUM$'EXTERIOR SHEATHING AS PER OVERLAP OPTION AND SILLS)TYPICAL. A5 TABLE R602.3(3)SPECIFIED"MIN.SHEATHING TABLE R602.3(3)SPECIFIED z'MIN. SHEATHING ATTACH SHEATHING TO BAND OR MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 JOIST WITH$D COMMON NAILS M JA5 BUILDING SECTION FIELD AS PER TABLE R602.3(3)ITEM#30 FIELD AS PER TABLE R602.3(3) ITEM#30 RIM O.C.TOP& BOTTOM BRACED WALL LINE "A" BRACED WALL LINE "C" BRACED WALL PANEL "B", "D", & "G" — WINDOW SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" FIGURE R602. 10.6.4 — — — — — ELEMENTS ABOVE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL — GIRDER / HEADER ABOVE FRAME PANEL CONSTRUCTION ® POST DOWN 22'-6"BRACED WALL LINE "E" 24'-0" BRACED WALL LINE"F" 32'-0"BRACED WALL�LINH- INTERCONNECTED COMBINATION rcX SSD SMOKE AND CARBONMONOXIDE CO DETECTORS AS PER R314 OF THE 5'-6" 2'-8" 2'-$" 5'-6" 16'-0"B.W.P. 3'-0" 5'-0"B.W.P. 4,_6„ 6'-72" B.W.P. 9,_0„ 11'-102"B.W.P. RCONYS AND 915 OF THE IFCONYS B.W.P. B.W.P. 6'-2" B.W.P. B.W.P. 01 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS mMATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY V\ AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. • MINIMUM$"EXTERIOR SHEATHING AS PER MINIMUM 8"EXTERIOR SHEATHING AS PER MINIMUM$'EXTERIOR SHEATHING AS PER THE CONTRACTOR IS SOLEY RESPONSIBLE FOR TABLE R602.3(3)SPECIFIED 2"MIN. SHEATHING TABLE R602.3(3)SPECIFIED 'MIN.SHEATHING TABLE R602.3(3)SPECIFIED 2'MIN.SHEATHING "METHODS& MEANS"OF CONSTRUCTION. THE MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN.8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 ARCHITECT IS NOT RESPONSIBLE FOR FIELD FIELD AS PER TABLE R602.3(3) ITEM#30 FIELD AS PER TABLE R602.3(3) ITEM#30 FIELD AS PER TABLE R602.3 (3) ITEM#30 SUPERVISION. BRACED WALL LINE "E" BRACED WALL LINE "F" BRACED WALL LINE "H" j '(�FtED ASC SCALE: 1/4"=V-0" SCALE: 1/4"=V-0"-0 SCALE: 1/4"=l'-O" l 74 PN Proposed Two Story Home for: 13'-4"BRACED WALL LINE"I" 17'-1"BRACED WALL LINE"J'. D J Custom Homes 5-5 . 1„ 5'_51„ #565 Mailer Court T-11" B.W.P. 6'-2" T-3"B.W.P. 2 6'-2" 2 Southold, NY 119715 Town of Southold County of Suffolk SCTM #: 1000 - 70 - 9 - 36 First & SecondFloor X [j IJX X _j L11 Bracing Diagrams Keri Kazel, Architecture LLfl 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 ' Fax: 631-874-7377 keri@kazelarchitects.com LMINIMUM 8"EXTERIOR SHEATHING AS PER ZMINIMUM e" EXTERIOR SHEATHING AS PER "TABLE R602.3(3)SPECIFIED 'MIN.SHEATHING TABLE R602.3(3)SPECIFIED I" MIN.SHEATHING MIN. 8d NAILS 6" O.C.ALONG EDGES/12"O.0 MIN.8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 FIELD AS PER TABLE R602.3(3)ITEM#30 BRACED WALL LINE "I" BRACED WALL L LINE "J" ARCHIVAL DESIGNS SCALE: 1/4"=V-0" FOUNDER:DAVID MARC LOFTUS SCALE: 1/4"=V-011 1245 Buford Hwy.Ste 306,Simanee,G9 30024-770.831.6363 FETHE PYRIGHT 2019 ARCHIVAL DESIGNS, INC. NG FEDERAL COPYRIGHT LAWS RESTRICTS MOVAL OFTHIS NOTE: Date: July 12, 2021 Scale: As noted 7 A I I Project No. NOTES: FASTENING SCHEDULE- TABLE R602.3(1)-ABBR. TABLE R802.11-ABBREVIATED TABLE R802.5.2 NUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES RAFTER/ CEILING JOIST WALL BRACING: BUILDINGS SHALL BE BRACED IN ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS a,b,c TSPACING AND LOCATION FROM WIND (POUNDS PER CONNECTION)a,b,c,d,e,f,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e,f,h ACCORDANCE WITH IRC SECTION R , OR WHEN APPLICABLE, SECTION 8602.12.OR SECTION 8602.10.4.2 ROOF FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD:20 PSF CONTINUOUS SHEATHING METHODS.SEE BRACED WALL 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2")OR EACH RAFTER,TOE NAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF RAFTER ROOF 140 (MPH) 12FT 20FT 28FT 36FT OR RAFTERS TO TOP PLATE 3-8d COMMON 12'-0"TO 28'-0" ROOF SPAN DOUBLE TOP PLATE ROOF SPAN DRAWINGS. 2 CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL OR TRUSS SPAN ROOF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO 3-8d COMMON SPACING (FEET) <5:12 25:12 3:12 16"O.C. 5 8 10 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN 4:12 16"O.C. 4 6 8 10 SECTION R802.11.1 FROM THE ROOF ASSEMBLY TO THE 12 263 247 5:12 16"O.C. 3 5 6 8 3 CEILING JOISTS NOT ATTACHED TO 4-10d BOX(3")OR FACE NAIL 18 342 322 FOUNDATION. PARALLEL RAFTER, LAPS OVER PARTITION 3- 16d COMMON (34") 24 422 396 9:12 16"O.C. 3 4 4 5 (SEE SECTION 8802.5.2 AND TABLE 8802.5.2) 4-3"x 0.131"NAILS 16"O.C. 28 476 446 24"MAX. 24"MAX. 12:12 16"O.C. 3 3 4 4 R802.1 1.1 UPLIFT RESISTANCE. 32 529 496 4 CEILING JOISTS ATTACHED TO TABLE R802.5.1(9) FACE NAIL 36 583 547 O.H. O.H. a.40d box nails shall be permitted to be substituted for 16d common nails. ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN SYMBOL LEGEND PARALLEL RAFTER-HEEL,JOINT 42 664 622WALL STUD ACCORDANCE WITH SECTIONS R802.11.1.1 AND R802.11.1.2. 97 b.Nailing requirements shall be permitted to be reduced 25 percent if WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS _ (SEE SECTION 8802.5.2 AND TABLE 8802.5.2) 48 745 6USE SIMPSON H2A SEISMIC&HURRICANE nails are clinched. TIES AT EACH RAFTER TO STUD CONNECTION (90.8 KG), RAFTERS AND TRUSSES SPACED NOT MORE THAN EARTH FACE NAIL TO EACH RAFTER a.The uplift connection forces are based on a maximum 33-foot mean 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE 5 COLLAR TIES OR 14'x 20 GA. RIDGE STRAPS 4-10d BOX(3")OR 18 GAGE- 12 8dx1 j"NAILS IN EACH TIE. c.Heel joint connections are not required where the ridge is supported by ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN 3- 10d COMMON (3") roof height and Wind Exposure Category B or C.For Exposure D,the ( ) z uplift connection force shall be selected from the Exposure C portion of (UPLIFT: DOUG FIR=575, HEM FIR=495) aload-bearing wall,header or ridge beam. ACCORDANCE WITH TABLE R602.3(1). POURED CONCRETE 3- 10d COMMON 2 TOE NAILS ON ONE SIDE& the table using the next highest tabulated ultimate design wind speed. d.Where intermediate support of the rafter is provided by vertical struts or WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, OR 8 CMU BLOCK The adjustment coefficients in Table R301.2(3)shall not be used to purlins to a load-bearingwall,the tabulated heel joint connection THE WIND EXPOSURE CATEGORY IS B,THE ROOF PITCH IS 6 RAFTERS TO TOP PLATE OR 4- 10d BOX 1 TOE NAIL F OPPOSITE SIDE multiply the tabulated forces for Exposures C and D or for other mean requirements p proportionally 5:12 OR GREATER,AND THE ROOF SPAN IS 32 FEET(9754 MM) EXISTING STUD WALL OF EACH RAFTER OR TRUSS p y P re uirements shall be permitted to be reducedto the 4-16d OR roof heights. RAFTERS reduction in span. OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN TO REMAIN 7 ROOF RAFTERS TO 3-10d COMMON TOE NAIL b.The uplift connection forces include an allowance for roof and ceiling24 INCHES(610 MM) ON CENTER SHALL BE PERMITTED TO BE RIDGE,VALLEY OR HIP assembly dead load of 15 psf. la p DOUBLE TOP la Equivalent splices.uivalent nailing patterns are required for ceiling joist to ceiling joist ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN EXISTING STUD WALL __ _ 3- 16d BOX OR PLATE ACCORDANCE WITH TABLE R602.3(1). C TO BE REMOVED 2- 16d COMMON END NAIL c.The tabulated uplift connection forces are limited to a maximum roof f.Where rafter ties are substituted for ceiling joists,the heel joint overhang of 24 inches. 28'-0"TO 48'-0"ROOF SPAN connection requirement shall be taken as the tabulated heel joint 8802.11.1.1 TRUSS UPLIFT RESISTANCE. r-- 7 NEW 2x 4 OR 2x 6 d.The tabulated uplift connection forces shall be permitted to be WALL FRAMING connection requirement for two-thirds of the actual rafter slope. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL STUD WALL @ 16" O.C. 8 STUD TO STUD(NOT AT BRACED WALL PANELS 16d COMMON (3-1/2"x0.162") 24"O.C. FACE NAIL multiplied by 0.75 for connections not located within 8 feet of building g.Applies to roof live load of 20 psf or less. ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING corners. UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN _2x JOISTS JOISTS ABOVE h.Tabulated heel joint connection requirements assume that ceiling joists DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS @ 16"O.C.' STUD TO STUD AND ABUTTING STUDS AT 16d BOX(3-1/2"0.162") 16"O.C.FACE NAIL e.For buildings with hip roofs with 5:12 and greater pitch,the tabulated or rafter ties are located at the bottom of the attic space.Where ceiling DETERMINED BY FIGURE R301.2(4)A AND LISTED IN TABLE 9 INTERSECTING WALL CORNERS (AT BRACED uplift connection forces shall be permitted to be multiplied by 0.70.This joists or rafter ties are located higher in the attic,heel joint connection R301.2(1)OR AS SHOWN ON THE CONSTRUCTION 5 WALL PANELS) reduction shall not be combined with any other reduction in tabulated requirements shall be increased by the following factors: DOCUMENTS. UPLIFT FORCES SHALL BE PERMITTED TO BE A5 SECTION / DETAIL forces. 24"MAX. 24"MAX. HC/HR Heel Joint Connection DETERMINED AS SPECIFIED BY TABLE R802.11, IF APPLICABLE, 10 BUILT UP HEADER 16d COMMON (3-1/2"x0.162") 16"O.C.FACE NAIL ALONG EDGES O.H. O.H. Adjustment Factor ORAS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. f.For wall-to-wall and wall-to-foundation connections,the uplift connection WALL STUD 1/3 1.5 s-1 BUILDING SECTION force shall be permitted to be reduced by 60 plf for each full wall above. A5 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"x0.113")OR TOE NAIL 1/4 1.33 8$02,1 1,1,2 RAFTER UPLIFT RESISTANCE. 4-8d COMMON USE SIMPSON H1 OS SEISMIC&HURRICANE 1/5 1.25 g.Linear interpolation between tabulated roof spans and wind speeds TIES AT EACH RAFTER TO STUD CONNECTION 1/6 1.20 INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING shall be permitted. 1/10 l 111 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING WINDOW 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL 18 GAGE-(24)8dx1Z'NAILS IN EACH TIE. or . UPLIFT FORCES AS DETERMINED BY TABLE 8802.11 ORAS h.The tabulated forces for a 12-inch on-center spacing shall be permitted (UPLIFT: DOUG FIR= 1,010, HEM FIR=870) Where: DETERMINED BY ACCEPTED ENGINEERING PRACTICE. 13 DOUBLE TOP PLATE SPLICE 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN to be used to determine the uplift load in pounds per linear foot. HC=Height of ceiling joists or rafter ties measured vertically above the --- - - 12- 16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) top of the rafter support walls. CONNECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL - --- - ELEMENTS ABOVE HR=Height of roof ridge measured vertically above the top of the rafter BE DESIGNED IN ACCORDANCE WITH ACCEPTED 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL support walls. ENGINEERING PRACTICE. JOIST OR BLOCKING(AT BRACED WALL PANELS) 16d BOX(3-1/2") 12"O.C.FACE NAIL - GIRDER/ HEADER ABOVE 15 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 2-16d COMMON R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM ® POST DOWN 16 TOP PLATES, LAPS AT CORNERS 3-16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLYBRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST SEISMIC DESIGN CATEGORIES C, Do, D1 AND D2. FULL HEIGHT BLOCKING CONTINUOUS INTERCONNECTED COMBINATION AND INTERSECTIONS 2-16d COMMON ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, FOUNDATIONS AS FOLLOWS: ALONG LENGTH OF BRACED WALL PANEL (<X�SD SMOKE AND CARBONMONOXIDE THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD V-1 CO DETECTORS AS PER R313 OF IRCONY 17 1" BRACE TO EACH STUD AND PLATE 3- 16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL r PERPENDICULAR FRAMING 2-16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED D0,D1 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1). FASTENING 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG MAINTAINING JOB SITE SAFETY DURING THIS PHASE AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1. PLATE WASHERS CONFORMING TO SECTION R602.11.1 OF TOP AND BOTTOM WALL PLATES TO FRAMING, RIM JOIST, BAND JOIST BRACED WALL PANEL BRACED WALL PANEL OF WORK&SHALL COMPLY WITH ALL APPLICABLE 21 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOIST 4-8d BOX, 3-8d COMMON PER JOIST-TOE NAIL COLD-FRAMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER AND/OR BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1). FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACED WALL LINES BRACED WALL PANEL BRACED WALL PANEL BUT NOT LIMITED TO BUILDING CODES, OSHA 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR 8d COMMON, 10d BOX 6"O.C.TOE NAIL EXCEPT WHERE APPROVED AN2.WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR REGULATIONS.LIFE SAFETY CODES, &HAZARDOUS ANCHOR STRAPS ARE TOP PLATE (ROOF APPLICATIONS ALSO) WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON USED. PROPERLY SIZED CUT WASHERS SHALL BE BELOW,A RIM JOIST, END JOIST OR OTHER PARALLEL FRAMING MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL MEMBER SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE MATERIAL REMOVAL& DISPOSAL. PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT 3- 16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 23 BLOCKING TO JOIST 2-10d BOX,2-8d COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND BRACED WALL PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2). CONTAINING BRACED WALL PANELS. BRACED WALL PANEL BRACED WALLPANEL THE CONTRACTOR SHALL INDEMNIFY& HOLD ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY HARMLESS THE OWNER, THE ARCHITECT,AND 24 BLOCKING TO SILL OR TOP PLATE 4- 16d BOX, 3- 16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER 2.INTERIOR BRACED WALL PLATES SHALL HAVE ABOVE AND BELOW THE PANEL, FULL DEPTH BLOCKING AT 16-INCH (406 THEIR AGENTS&EMPLOYEES FROM AND AGAINST (12.7 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET MM)SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING PERPENDICULAR FRAMING 25 2" PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3- 16d COMMON,4- 10d BOX AT EACH BEARING-FACE NAIL (1829 MM)ON CENTER OR APPROVED ANCHORS OR 1829 MM ON CENTER AND LOCATED WITHIN 12 INCHES MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL IN ACCORDANCE ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ( ) CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS ARISING OUT OF OR RESULTING FROM ANY OF THE ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN WITH FIGURE R602.10.8(2). FASTENING OF BLOCKING AND WALL PLATES OR BAND JOIST ALONG LENGTH OF BRACED WALL PANEL ITEMS LISTED ABOVE. 26 BAND OR RIM JOIST TO JOIST 4- 10d BOX,3' 16d COMMON PER JOIST EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM) SUPPORTED ON A CONTINUOUS FOUNDATION. SHALL BE IN ACCORDANCE WITH TABLE R602.3(1)AND FIGURE ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 R602.10.8(2). FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION THE CONTRACTOR SHALL VERIFY ALL FIELD 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP AND BOTTOM INCHES(178 MM) INTO CONCRETE OR GROUTED CELLS OF 3. INTERIOR BEARING WALL SOLE PLATES SHALL HAVE WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY STAGGERED ON OPPOSITE SIDES CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET 3.CONNECTIONS OF BRACED WALL PANELS CONCRETE OR MASONRY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.A NUT (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES SHALL BE IN ACCORDANCE WITH SECTION 8400 3.1.6. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 28 LEDGER STRIP SUPPORTING 4- 16d BOX, 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN JOISTS OR RAFTERS THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING THE ARCHITECT SHALL BE HELD HARMLESS BY ANY SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG AGENCY FOR ANY"ERRORS &OMISSIONS"ON 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END, TOE NAIL INCHES(305 MM) OR LESS THAN SEVEN BOLT DIAMETERS 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL THESE DOCUMENTS. FROM EACH END OF THE PLATE SECTION.INTERIOR BEARING FEET(1219 MM) FOR BUILDINGS OVER TWO STORIES IN -IFTO NAIL 3-8d NAILS SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT HEIGHT. 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING THE CONTRACTOR IS SOLEY RESPONSIBLE FOR DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE ARE NOT PART OFA BRACED WALL PANEL SHALL BE "METHODS& MEANS"OF CONSTRUCTION. THE POSITIVELY ANCHORED WITH APPROVED FASTENERS.SILL 5.STEPPED CRIPPLE WALLS SHALL CONFORM TO BRACED WALL PANEL BRACED WALL PANEL MEMBER BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING ARCHITECT IS NOT RESPONSIBLE FOR FIELD PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST SECTION 8602.11.2. SUPPORTS DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SUPERVISION. 30 3/8"TO 1/2" 6d COMMON (SUBFLOOR, 6" 12"F 6" AND R318. 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN WALL) 3-8d NAILS AT EACH FLED q ACCORDANCE WITH SECTION R404.2 ARE USED,THE (� RC 8d COMMON (ROOF) 3- 16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG BLOCKING MEMBER \5 EXCEPTIONS: FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO BRACED WALL PANEL BRACED WALL PANEL � �AN 1.WALLS 24 INCHES(610 MM)TOTAL LENGTH OR OR GREATER THAN THE CONNECTIONS REQUIRED BY 31 19/32"TO 1" 8d COMMON 6" 12"F 6„ SHORTER CONNECTING OFFSET BRACED WALL PANELS SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL SHALL BE ANCHORED TO THE FOUNDATION WITH A �I =� A. ULTIMATE WIND SPEED: 140 MPH.NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 BE CONNECTED TO THE WOOD FOUNDATIONS IN FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE ACCORDANCE WITH THE BRACED WALL V\:-CONTINUOUS RIM ADDITIONAL FRAMING 2-16d NAILS �• CENTER THIRD OF THE PLATE SECTION AND SHALL BE PANEL-TO-FLOOR FASTENING EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT REQUIREMENTS OF TABLE R602.3(1). OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE �� n 9743 MINIMUM NAIL MINIMUM WOOD WOOD WALL NAIL SPACING CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). BRACED WALL PANEL FULL HEIGHT BLOCKING OF NES NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD 2.CONNECTION OF WALLS 12 INCHES 305 MM TOTAL FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD ( ) WHEN PARALLEL TO FLOOR/CEILING FRAMING BRACED WALL PANEL ©COPYRIGHT 2019 ARCHIVAL DESIGNS, INC. LENGTH OR SHORTER CONNECTING OFFSET BRACED 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16"O.C. 6" 12" WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR WARNING FEDERAL COPYRIGHT LAWS RESTRICTS (2-1/2"x 0.131") BOLTS SHALL BE PERMITTED.THE WALL SHALL BE 5/8"DIA.x 12"LONG ANCHOR THE REMOVAL OF THIS NOTE: ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0"O.C. MAX.AS PER INTERIOR GYPSUM WALL BOARD CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). SECTION R403.1.6. BELOW,WOOD STRUCTURAL PANEL Proposed Two Story Home for: GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO 8602.10.8.2 CONNECTIONS TO ROOF SHEATHING EXTENDING ABOVE THE TOP THICKNESS ORIENTATION MEMBERS WOOD FRAMING 3"x 3"x 3ga BEARING PLATE FRAMING. PLATE AS SHOWN IN FIGURE R602.10.8.2(3) D J Custom Homes TO FRAMING SPACING NAILS SCREWS (SIMPSON BPS5/8-3) TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED TO BE FASTENED TO MIN.CLEARANCE BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-8D NAILS #565 Mailer Court PER SECTIONS 4" MIN ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION. (21/2 INCHES x 0.131 INCH)AND BLOCKING WALL EITHER DIRECTION 16"O.C. 8" 16" 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS R404.1.6 AND �-8"MAX WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. Southold NY 11971 8317.1 #3. > > 2-2x 6 SILL PLATES WITH RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO 5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2. FOR SEISMIC DESIGN CATEGORIES D0, D1 AND D2,WHERE SOLID BLOCKING BETWEEN Town of Southold WALL EITHER DIRECTION 16"O.C. 8" z SILL SEAL AND TERMITE 16" � < AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP FINISHED - SHIELD. R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PLATES WITH 8d @ 6"O.C. County of Suffolk TYPE"X"AT 1-7/8" LONG 6d COATED GRADE ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES (387 MM)OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED GARAGE CLG. PERPENDICULAR 16"O.C. 6" 6" NAILS OR EQUIVALENT ,,--- CONCRETE STEM WALL SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL 8THICKNESS PER SECTION REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE z SCTM #: 1000 - 70 - 9 - 36 5/8' BENEATH DRYWALL SCREWS. MIN. R404.1.4.2 REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). W HABITABLE SCREWS SHALL COMPLY MIN. DEPTH PER SECTION . ROOMS WITH IRC SECT. R702.3.5.1 R403.1.4 OR GREATER FOR ° BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS N O Issued: Approval FROST PROTECTION PER z :a OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED SECTION R403.1.4.1 - 2 PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES Load Path Diagrams b d ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 15a INCHES(387 MM),THE TOP PLATES OF THE 9 ACCORDANCE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN for Wall Braced Walls °. SECTION 8806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING CONTINUOUS LOAD PATH FOR . z 1.FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: LO �� °' � 00 � WHERE THE DISTANCE FROM THE TOP OF THE BRACED '- WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1.SOFFIT BLOCKING PANELS CONSTRUCTED IN Keri Kazel Architecture 2x 4 KEYWAY IN CONCRETE TRUSSES ABOVE IS 91/4 INCHES(235 MM)OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE 8602.10.8.2(1) WALL BRACING D & NOTES BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL BRACED WALL PANEL CONNECTION 16"MIN FOOTING PLACED PRIOR TO 2 Windemere Court STEM WALL INSTALLATION NOT BE REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN P.O. Box 169 BASEMENT OR CRAWL SPACE ALT:#4 REBAR @ 48"O.C. OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS S eonk NY 11972 ° 14"MIN INTO STEM WALL. RAFTERS OR ROOF TRUSSES ABOVE IS BETWEEN 91/4 P , {� AS PER THE 2020 RESIDENTIAL CODE CONCRETE STEM WALL AND INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS Phone: 631-874-2925 SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE Fax: 631-874-7377s ` WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. keri@kazelarchitects.com OF N YORK STATE ACCORDANCE WITH FIGURE 8602.10.8.2(1). 3.4. BLOCKING, BLOCKING PANELS OR OTHER Date: Jul 12 2021 EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER DESIGNED IN Y TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: AS noted Al2 Project No. NOTES: THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-1 sd(0.135"x V ) Load bearing tar br wAdlshear wall Ir roved holes may be at 12"on-center above(must stack over wall belowr) Load bearing or bracedlshearwalI above art anywhere in web Plate nail,l6d(0.135 x 3 "j . Blocking Frei:1l"T Js Rim Board. must stack Durr vaall below wtlen ant ]a b ' a ATT or hatched Zone it Plats Hall,iLid(0.135"x 3Y2') Men sheaths thickness exceeds/a, g pa at,�»Orton at 1�"4n-�r,t�r � 2X stud 1��11�t �I�r pang nor,. � t� � �LL� 1�18 LE 1.1�L ES TJ 1 >��ist� �,���i�d 3 Blocking panel: trim sheathing tongue at rim board 16'on-center 8d(0.131"x 2X27)at 6'on-center IV or 1y"Tlmberutrand"'LSL or No load bearing �' " 1}"TJ" Rim Board,1Y w Web stiffener TJlf6'oist. wall above Blocking list: Min.ffistance from Table A Min.distana@ fmm Table 113 horizontally from a K required on bath Plate nail-16d(0.135"x 37"j g pa (Mgt-to-ledge) s 1)a"TimberStraM'L8L or of i6"ort-Center+ Web stirfarors required on 2x4 minimum Web stiffeners 1Y"T r Rim Board, DONOT larger bole. Ides at AM ONLY both sides at A3.�4W ONLY " cut or notal flan TJr$Joist Floor panel nail- Sheathing squash blocks required each side 1Y4 or 1Ya TlmberStrand"LSL �• ed{0,131'x 2Xl j at ti"on-center" bounds nails, " 8d(0,131"x 2/') tv"or 1;2" at 831fU ONLY or T91' joist ( '� ; Rtm-to-Jolst Web Stiffeners required at 4"on-oenter Tlmber5trand"i` Y,s" Web stiffeners 6" l.-.J '� � � � fi nail +tiAoh side at A3. W LSL rim board. B9 B1 W required on both Toe nail, I Toe nail, Toe nail-10d(0.131' "I sides of both joist s" Li 2 x Di D, Closely grouped round Lz 2x1,1 6 6- 1 Od{0.131'x 3") 104 0.131 x 3" I 1Ys TJ"Rirn Board, When sheathing 12„ x 3")at 6"or-center I x' ends 8t Bd111ONLY !ro Irerdcur rnlnlmu holes a,+e permitted If minlmurn Aid ldrrof oo roecy t ( ) (A3.11A3.1W only) thickness exceeds�", Web stirreners re wired 00 r,far (applies to all holes ger at 6"on-center at 6"tin-center i%,or 1 Y1"rimberstrar e LSL. trim sheathing tongue min. cente,l"i of cut hares In cantilever �S exam knoomats) flotesb, tit@grouppel9�n@icr Hote,Av rsolasy„ on both sides a#t37W nd of Joists et ►+"eared meets requirements for taamer,pd f1,an AS.ow TJI-rim joist at din board ft jet rmod or square holes. zw+es eanrrfemr Web sdffene of support SYMBOL LEGEND required on both iMust have 1Y4'*minlmurrr Toe wi-104{0.131"X 3"j and B211V t7NLY a " �6••tall-center install proper blockltxJ to gltacking panels maybe regtlred Table A -End SlJpptl� sides at AiW ONLY joist beaffng at ends.Attach dk support all panel edges g2 62V9f Blocking panels may be required with bracedlshear with braceNshear walls above or Minimum distance from ed a of hole to Inside face of nearest Lend support — — — A1 AVIV A2W rim Joist per A3 detall. A3'1 '2 walls above or below—see dotail e1 83 B3W below—see detoll Bi BdW .Joist` Tr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ���=���—���—� EARTH A For additional installation sperdfications'see Rim Board Details and Installation in A31N A3.1 A.3.2 �A3.3 'For additional installation speeiftcat ms see Rtm Board A3.d A3.4� 0£PTW 2" 3" +" s" �sY" 7•• 834" 117 13" �•• 3" .i~ 5" s31" a'• s'�•• 11" 113• I=T=I ' W Details and Installation in Wey�erhaetatrinstaffadoo Guide Nail thresh 2sc aanUlever,wood hacker and lie •-n' 1' " -o" s'`7- s'-a a-o" 1-c^ 2•-s° s•.e° 4-9" 1NeysrhaousorInst�lla"GuidoAv*Floc>randRoofFramlflq,TJ-0001. lye"TeRimBoardorlYa"oriY"TlmberStrand` BlockingTJr jolstwebxrlth2to+msIOd(0,148'x3") Flo r-o- 1'�° z-s• so- s� + n• zo• as" nn~ sn" ":y'r<=' 'F'.�:ice POURED CONCRETE for floor aril Roof Framing,TJ-9D01. s33" :.� LSL.Nall with 10d(0.131"x 3')nails,one each at panel nails at 6"orr,Center,dinctied. 23o r-5 2'�v' r-°" s-e- 3'•s" t n" r „ sem" ,y_,c" ,r_o. ;;:=,;•_: n " , " OR 8 CMU BLOCK top and bottom flange.Nail to blocking panel with Use 1�6d(0.135 x 3/2)nails with 3y'Tir sse r-s• 2•.tr• s'0 4q* 6'-0r r 6' 2 s" 3-6" s-n" 5 x• 'c connections equivalent to floor panel schedule. Joist flange wddms. sce r-6• 2'•s• T-e a-o• 7'-0•' T-10" 0• s_¢„ c-a S'-0"length of TJI"'ioist 8"diameter maximum hole for 11%"- ,io r-o r�r r r 2'-tr 2'�" s'-0•' s'-•' r o" 1'-6" r-n" a-s• 4•-s• :-_m• s-rr filo"Tt PtlmBoarAiJa"nr1f�"Tlmbsr5trsntf EXISTING STUD WALL reinforcement and tiller 1$'deep blocking panels;6"diameter 211e r-tt• r-s' r-0• 2'-0" a'-a' T'•s" 5'-0" y-o" r-6° 2•-s° 3•-0" s-0° s-5" 6•->;" 4., le h " LSL.Nail with 10d{0.131"x 3')nails, ti�,g" aio 1'•a'• r-s a'-tr 2•-s•• s-rr#,,(r s'-01 a n" 1s" r c" 6" 5" s-c y-rr TO REMAIN of 8'diameter maximum hote for 11%'- block.Use 4'- length maximum for blocking panels g Attach reinforcement toldst YV reinforcement iS'deep blocking panels;l3"diameter 1Alld1 9Ya and 117 "TJi" eep tN shorter than 12"long. one each at top and bottom flange. (0-131- 2") ase 1"5 e - r'les r t" -6- ?-6" a•-ti- fit;- s-s- t=s- 8"diameter maximum hole for r " with one$dx 2Y • r on one side at E2, maximum for blocking panels 9l joists. t3o not eat Manges. Attach reinforcement to}fist Hall 8t each corner F1 applies to 560 '' EXISTING STUD WALL Web stiffeners 11 "-16'deep blocking panels; both sides at E3 with one 8d(1).131"x 71") 118 "4 s'� ' °" , o ''s o �" '9-' -Q C— — — �deep or sitcxter than 12"long. nail at earh comer Horizontal blodkhg uniformly 210 fur• r-o 1'-rr rte" 2747" 3'�" 1;'�Y' a n„ r 0" 241" 4 4.0' 4-s" a•-r Xr TO BE REMOVED Load from atbve required on both 6"diameter maximum for Do not cut flanges. 1Ys'TJ'Rim Board iYt"or iY" panels between each loaded Joists 14" 2M i ur• r-T r-T t s 2'-s•' 2'-6" 4'1P r"cs" 1'4}° r 0" 2'-0" 3'-0" 4-o• 6-0• r-o^ s•-rr sides at E1W ONLY blocking panels 9127 deep or TlmberStrand'LSL.Nall with joist. Nail th top plate with4 only. iso 1'-0" r-rr• • s's" 4'-0" s'"c" s'a' 1•-911 1 6" ° 4•-0" 0-6" s-c s•-n a c shorter than 12"long, 10d(0.131"x S")nails,one 12'length of 3/," connecdons equivalent to Wood sce 1� t W z'-v- 3••0• a-e' 6.0* S-6•' 9'-0'• r 6' a-0. 4--0• s-0• r-n- r-s- g-T ia-0• �—°—� NEW 2x 4 OR 2x 6 );s" Do not cut flanges. I*T,Ir Rim Swrd or 1Y"or 02" each at top and bottom flange• reinforcement on floor panel schedule. backer ; yt H1 ale r-(r• r-n" 1-0• 1-0" 11-0" fur 2ur r-0• 3'rss" 1 0" 1 0" r-o" v-v, 3-n" 3 rr s-a" T s is 0 n TlmberStrandx LSL Nall with 10d �kds kr ° y ' aro i-r 1'•0 1 t-o 1'-ir t-cv 2'r 3'•r' ts'�i" 1.0" 1'-9° 1.79" -o" s-n" -a s-s -n yi' STUD WALL @ 16 0.C. one side at E5, 12"length ol3J" kit Z +� 1C" 230 r r n 4' a'o" v-0. a r " _>^ 4_n -n a-tr 1 .41- 2" (0.131"x 3")Halls,one each at Attach rel nfdreerrient to both sides at E8 ' �'j r j p Range. joists eb with 3 rows Full depth vertical reinforcement on one side ria ; a6o -o •-n 4' a' 11's" -n" -R" -r 1 _n 9 f to and bottom flan 2x JOISTS 141 10d(0.148"'x 3")nails at 6" blocking between at E7,both sides at E8 F1 > l ase 11 o r-Ir 1 A r-g rs a'4r s a 7 s loll' r o T49 a4t" 4-a s s 7-n' act-n ir-o ,z-a 16„ - 2x4 min mum Attarf9 reirhforcernent on-center,clinched.Use 2 each joist 4' s" r' e' 10' 12' 14Y4• is:" a" s"' r' s" le It' 1143,•• 1sY.' squash blocks to Joist flange with �� �` rows with 9Y2"and 1131," ss than 5' E7 E$ Less than 5" 18„ 36o kr r4, r o• 2 g~ a-0 5-6 a'� 1.-0•' J.-Q" 4•-6" 8-0" 10-0" 11'-a• 13 6 134 D 131"x 2 nails at 6" TAI oasts. sso a^�' 1.-0. ,-0" r-n° 4-6" 7'-0 t0'•�" 7. '. s-o° e-s• s-0" at•-n• 1 ar 14-0 i "Tule Rim boarder `l ( ) J Gan% '4i1/ES STIFFENER ATTACHMENT ase a'lr ren r r - - r r - 4-A. 11 -s a s rr A5 SECTION / DETAIL " •' Face'grain �,�.��'' on-center.When reinforcing E5 E$ � �-�""`•--�• 2a" CS rise 2x4 minimum squash Mocks fo 'll; or 1Ya TlmberStrands LSL. Xis+ buth sides,slugger Flails. V minimum sce transfer toad around TJ10 joist Nail wfth 10d(0A 31"x 3") horizontal Ed Not for use with I/f 2"TJM joist flange wldths 1" 2Y4'maximum Ak nalls,one each at top and E2 E3 , " Table 13 -Intermedlate or Cantliever Support S-1 BUILDIAIGSE�TI9 (1/1 for TD)JFQ See table Mini mum distance from edge of hole to Inside race of nearest intermediate or cantilever su art -7C5 bottom flange. EXTERIOR DEt;O(ATTACHMENT Option X21: 56fl,564D) - See table below. subfloo,r TJI'Jolst bloclking w1h end Jetst TJ ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exteftor sheathingadh 'Web stiffener both sides. M"fl ,„ ," adhesive#o all blocks iristaled at Yo joist-span � . f• a^ .!» s• s7," 7" r3� 1111" 15" 2" 3" 4" 3" sSg" 7" ej 11" Jr Flush bearing plate required. Flashi locations using See table below. •Vtrnh point toad from above,anti no sur:ig"t H.a.-Ver h0.ght mast 13- Double TJf Joist Filler Block: contact surfaces tWnw,Install wah sdffsnrr tl-ht tot flan 210 2•-0• 7-5• 3'-G• 6-(r 7'-6" 7-A" 2•-6" r-O" 5•-4" 6-6" WINDOW Hanc9er Backer Block:Install tight Maximum ln'overhang two 8d D 113"x 2 `r `T' g" be a Mh4mm of 60% Attach per the table. ( �") Tight fit- ,(gap A bortrxn iange) y�„ 230 ati- 7-G• 3•� &-T 8••L1• 2'-0" 3•-6- 4"4s" e-o- r-n- ofiolst depth Nails shall be driven from �top flange{fight to bottom pnrmhted at beam. Treated 2x Flails or aio 2 s s�i • o b e s c ren° 3'S" a-s^ s-t" �a• flange with trate mount hangers). ledger ° Depth Mlnlmum web Nailing Requirements ase sur• 4'-0" Ste'• s'•�• s'-0• T-V 4'-s" T-s^ T-a" 8-0" alternating sides.Clinch nails ~k� 21l screws, — — — — — lvllnch Halls when possible. .,t � y. TJiy'Joist Series Number Nails sce s••s- s•,u- sur• n�; to-3v 4'�• s'�•• e.s" x-0^ Sr-1). when posslble. See fastener 1 " typical (I n.) Stiffener Size type E-FITS�B " table belkrw.Maintain � TJ-'JRim Board or 1Ya ;� End Intermediate aio r-o• r-o' 1•-ti• �- r-tt'• 4'•s' e's' au9° 1'�s" •-s" 4•-0^ r-n~ or LSL. 110 At %-x2{'6""' 210 1'.71• r aur T-r 4'-i 0'-a' 1-fl" cif" -n" 4-W 8-n' eO 100 2"distance(minimum)from .,, Bid 117' 230 rr -n rr 4e sur 161-Or 1'm" -6" a•-s" .s-n" x-s~ q-0. acv- edge of lodger to fastener. 23fl&3fi0 t "o, (0.113"x 21's") 360 11-T - 11- Top mount �. 2i0 AN V4'x Vi{5 hangar I H O All x 7 ,6 _ - �/ 3 3 eta 4' -0- , t iz- EADER7a Fastener Allowable Load r, Ibslbolt 2x-strapping installed atY3 lad 114 1'-{r' 1'-T V-rr '-0• 2'-0" 2-6" 4'•s" 19-e a'-t9' a•-0° 1,0" 2'-6' S-D" d'-0" J 0' 12•-0" Face mount backer black y"Through bok joist-apan locations using taro 560 At 2x44 210 fur r-0• i'-o" i-o" 2'-e 3-a' S'+5' s'•6" 1'-0 1.0° .2-0 S-6" 6-0" 7-n„ 1a o" 1 N (0.135"x 3Y2") 14" 730 1'•U' 1'-0` 1-(r" 7-3" 3-G" 4-C 0'-0" 10'x" 1'4' T-O" 2•-S" d•-0" C-6• 7-6" 1Y-0" 'r3'-0" hanger both sides of web 6tlm Board Material �"lag twit Y'y"Through boh with At,Spare 2�"screws p�joist,typical • - withsinrleTJl""Jolst 1 , TJ RlrnBoard;} 4$ti eg5 18" 4 4 ase t<cr rrr '-(r s-;• 12'- am" kr -o- la-0- az-n 14-n• POST DOWN 1 .^Tirnberstrand'LSL 610 72,5 615"� i fit34D 20" 2xdi" 1{id 5 S sse 1 d' rpt• 1 G 3•-6• s'�" 6'�" a-s" 19'-e a-0" ro" 5•m" 710" atrn" 11-0• a3-d" as-T Web stiffeners ler}wired if sides of MM top mount hangers,backer black requlreti only 1 2'TimberSlrand LSL s7s 725 Directly applied ceiling 22"x° (0.135"x 3Ya") 6 11 aio 1-0 r-cr t-tr -tr 1'e ivr 2-eR" s'-o" 8•-6" 11-0" 1.0° 1.f1° 1° g-r" 4-a~ 8-c 11'-5" 13-0" H9 hanger do not l8ttrrallyr;uppoltat H2 H3 24"r" $ 1g a110 rte, r"rr -ry ur ar t'�r 1' rr 1n 1 " rn° rn' 11 6 4-s 11 - a F INTERCONNECTED COMBINATION for downward loads ext+eedlrg 2301tis or for uplift (t)Corroslorrreslstant fasteners required for wet�ervtc@ oppllaatlons. 16" 23e rr rr r i + h r 1 r -o- 10-0- 11 -rt- X� - least "of Till"joist lop flange LA PB1 men Specified on the layout one%of Vol conditions.For nailing requirements see page 5,TJ- (2)Ano+ .ble load dotommeed in accordance with ASTM 07672. (1)Psi or PS2 sheathing,face grain vertical ase •-0- • -n• _ _ 9(Itl1,Weyerhaeuser Installation C3ulde for Floor and (3)11."TJ"FJm Smird Lg allowed wkh Jolst depths ff6"onty. the bracing options above is required (2)Construction grade or better • RS AS P R R313 OF RG �} A(axhlx,tTl}j"St11mmP.d81 $paCP- 660 1 rr 1'0" 1'U• 1-0" 2'$ 3'�" T1Y 11'-0 15-01 249" i'0" 3-6" S-5" 90' 10 0" all E' fY-0' 18-01' Roof i ramIng,T.W01. ( } (3)Web stiffeners are always required flex 27'and 2d"TJr"560D Joists 4" s" i" $• 10" 1i• 14),• 1c�- 4' 8" 7" 8" 10" 17" ,a 1WJ,• - BEAM DETAILS FASTENING of FLOOR PANELS ace r•-a" r-1 t T'r 6'-J' s'-r a4'T' ro° 4-0° s-6" Wig" as-s° 16 s~ ig{r Guldellnes14Closes4On4ewerSpocing per R-Tw FILLER and BACKER BLOCK SIZES s6o r-cr 11.4 f'•rr 2'� -rr t0'a ts'6 1 0" s-0" 8 s" 11-s" 1s-s" 1�kr las CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR TJi'olm Rim Board ty"« TJI`Joists 110 410 230 or M 360 560 Sao 360 -rr r -rr I 1 BEARING FOR DOOR MAINTAINING JOB SITE SAFETY DURING THIS PFFASE— BEAIit TO BEAM BEARIfdG AT Nall Size 110,210, 360 and 11J"TJ" TlrnherStrarkr LSL Tlrnb�trarw1 LJL M1 01 are° Par larfi r . 11 "- t a« r t " » �° r o r cr .—I — t-� 6'S ti'S• ism" a o" r o c o tr s~ 112.0 ar 6 110-o �-E BEARING AT1i1fALL and 230 560 Rim Bear 1Y4" J)y Depth gVe-tile' 14"-16 g/i iiia 14"-16•• sly"Iiia" 14"•ts'" i8~.20" 11 14"116 1S~-2a" =-a4" �ecrangdaacalzsaaseaonmea�res>eteor�„>gesrsice. ORK-&SHALL-COM PLYMIT+UALLAPPNCA 15RWINDOWHEADER CONNECTION CONCRETE WALL . Leave%'ofweb(Arilmum)attopandbottomofhole.DONOTcutJoistflailges, FFDFRAI STATE& 10('AL RFr Sol(0.113'"x 2Y2"),8d 10.431"x 2%s"I 4• 3" 6' 4" 3• 3• d° 4' Finer Block H9 2x6•'�" 2x8*ei(,•' 2x8.1;' 3x8*37 2x12+�• Twr, Two Two t'cx,r J,1"x 1 s Tables are based nr1 teniform Ik9ak1 tahles In current design Ittrxarure. []LATIONS lNrL[]DING IX*Tr Rim Board or a Strapper code If top plate 10d(0.148"x3•),12d;0.148"x3747) 4'is1 443) 6" a" s" 3• s- 4- (Detail H2) 2x6 2x8 shasMing sheattring sheathing snaathing sbeathing 2xs 2x8 2x12 sbeatbinq BUT NOT LIMITED TO BUILDING CODES, OSHA 14'tx 1 Y2"TlmberStrr nd i5 not continuous Over • For sirnl,le spm,('S'mirkiner,),uniformly loader!joists used In residential apllncatlor>.s,one maxkinen size romw Bole maybe located LSL or blocking for lateral header I6d(0.162"x�") 6" B" 11"4 sNts 0,3) 6"ts9 g14) 24+V3" 2x10+X" 2x6+�" 2x10+y" atthecenter ofthe lolstspan proAdedthatnoother holes occur Inthe joist. REGULATIONS.LIFE SAFETY CODES, & HAZARDOUS ng S" CarrtlleverFlller 3,116 2x10 Not support a - (Detall E4) C-D"long $'4"long aheadling V-0' l sheathing T-TI i g streathing apAllcahle NatapplicatilE f�1A1=RI=1C OVAL�t�ISPaSA . �t� {1)Stagger nails when using 4"err-center glaacing and neaintain�{j haat acrd panel edge distance.Ckre row nr fasteners is permitted(two at atwtting {'•fl IiNtg $'-D"IDnq #'-0`kms 8'^fl"Icxtci ������j���� �f`t!1 L� (,�,r����„� ��,�,a1 Beams panel edges)torldhphragms.Fastenerspatfng for Til"joLgts In dl VI"girn oNAkatlons cannot log less than shtvvn In table.Men fastener spacing hx Y 3I V ISG - i7 Ll Strap per cods If top bloddng Is less thm sp.•;ring shown above.rectangular blocs tg rmtst he aced In leu of TJ joists, Backer Bloch t+s -5/v 1 , r " 11 " platelsnot continuous (2)For non-dlaphragmappllaa0ons,muluplorowsofLTmrlomareWratttdifrtacroaysareoftsetatleast55�xtstaggerod. {Deta11F1ori" �"ar,� ,� dr1'Net 2x8 zxs 2,712 T,a�alo xi �"�rjE Timb£rStltDrlt��L'�L HB�iller5 a11d B£a1715 THE CONTRACTOR SHALL INDEMNIFY& HOLD or N2) sheathk,y HARMLESS THE OWNER,THE ARCHITECT,AND aver column (3)bent,sled{0.148"x tai")Watts.spacing can be rrcea to 3-onceflter fior Iigltt� e s1ee1 straps. 2 x diacoeles of ih2 Top mount (4)Can be reduced to 5"oh-center lfnail powtratim Into the nmraw edge Is no more than IY,'(to mirimbt splls rgc Nall size Filler (0.131'x 3") (0.231' Iargaast hole(minlmum) I HEIR AGENTS& EMPLOYEES -ROM AND AUAINS I hant,}er (5)Can be reduced to d"on-center Hnail p"etratlrxr Into the narrow edc,}e Is no more than IY4 (to rahimize spll:ting). B.1Ckor (0.131'x 3•) co , noor n"rn�vn Protect untreated 1 depth Allowed hole zone �4L-L--CLAIMS,DAAAAG QD EXP dSES +column Fare mount (6)Can be reduced to 32"+brt-Certer if nail penetration in o the na-row edge is no more Dian W4"(to minimise split4ng) Filler 32 so Nail ARISING OUT OF OR RESULTING FROM ANY OF THE hantJer 1>votad from direct ■Recrxnmended nailing is 12°on{:snter in field and S"art-cents,•along panel sego.Fastening requiremeets on+angineer,sd drawirK,I.S super!IadA duaMl 15 ITEMS LISTED ABOVE. Contact with womrmodatlonsllstsdabom. Backer 1s 15 ------- - (/,'`,,�� concrete ■Mays slum Hall sparing for TJi"joists Is 18"orrcenter. 1 O ----tj L1 l L1 I .riYee C17rrAtQ�Erl7c?@ilS�r L+4 r t 1)H necessary,In f.ase Nllnr and ba stn hNCR ns rgM int Lx4!mdir+g hx+grtrs and mak+t9n Y"gap t p of kiss:stn tlrmll W.F11LvarM ba iter nb�c ---~ ---- ---- ti ✓'J 444.��V✓/JJJ ■14 cga.staples maybe substkuted for 8d(0A f3"x 2Y")halls If mintmurn penetration of V Into the TJr jest or dor board Is aehleved. d lt*"gc ng shcrJ r accnmo lata required a.•fling%bkimd stili rg t 12-minkum for bac%a docks and 24 ;2mAunn kc filer blocks). r r o e " 0 1.65 E Timtorfta rk"LSL lifera#ure for framing corlr:ec#ors ■To minimize spllttil maintain eft• distance and tow spacir of 2Y,x nail diameter or V,whichem Is greats. THE CONTRACTOR SHALL VERIFY ALL FIELD �+" 19 (2)ClteCh n,'iis>frtlen possit�. Hn_adrr ar Bahr, hlaxirrnm Rornd ■Nalingrrnmsmustbedfsetatlenst�"andstaggered. CONDITIONS AND NOTIFY THE ARCHITECT OF ANY Oq� Hole,Sten ■For miommendednnitingacid adhesives,tee INSTALLATION RECOMMENDATIONS onpage 2ofthetNeycr7»userl�rsfa8afiasGuFdeitoifdaor �y",gyrj, 3" CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE Multiple-Member Connections for Top-Loaded Beams ""d ROO{�ri"'�'g�T 1'�'' Joists must be laterally supported at $" 1 fy,"-111 v��" 3%" RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. Fastener Installation Requirements cantilever and end bearings by blocking Plece #of Fastener �`J10joist floor framing does _ E1 panels,hangers,or direct attachment to 'General Notes See lllustradonfor allowed hole zwe THE ARCHITECT SHALL BE HELD HARMLESS BY ANY Wdth Piles cu a rim board or rim jots# Type Min.Length Ti RkraVS d,C.5padng Locadan Then fasteners are requlrad on both not r'BtJrtlir6 bridging or . Allowed hole zonesuhablefor headers and beams+.itn AGENCY FOR ANY"ERRORS&OMISSIONS"ON BEARING AT 10d nails 3" 3.11 sides,sta�ggerfasteners onthe second mid�span blocking ng THESE DOCUMENTS. uniform and er t:oticenor'at@ lea Ari r@aio t e mem @r. + Round holes only 12" fade n they fall first side. between • No holes In headers or beams In plank 0rlentadon. COLUMN 2 124-164 Halls 3Y� 2�' One side fasteners on the first side. Screws 3){i"or3Y2" 2 24" w THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 10d nalls 3" 3"s Al Other Trus Joist® Headers and THE "METHODS& MEANS"OF CONSTRUCTION. THE 12" Both sidesRim board joint ss ARCHITECT IS NOT RESPONSIBLE FOR FIELD 3 12d-16d nails 9Y' 2 �iVtgT'ttevelclrt�fstA1lavdlani LVL t� 1V4' 3W or 3ri" Both sides . ibeya+tdlnsldefacenflval� e2' betweenjolsts DONOToverlfangsseatcurs 1-3ETlmber3trand" arldP mllam' PSL SUPERVISION. Screws 2 24- Load must be applied evenly across tan beams beyond the inside Lt;L hole zarte nd$aceE 2 x diameter of the Y ftm 5" One side entire beam width.Othervilse,use fate tafsrvpportmem8er. Fest ode(minlmum) Vedf column ca aclt ,+, connections for side-loaded beams. DO NOT alit,notch orrrrm >,ED A D y p y 104 nalls 3' 3' One side and beam healing 12' L 12d-16d nails'x• 3 4N 2 (pet'ply) - --- ------n vwopx as hxficatw in ��` F L J length.Soo current fields i»!leaders rxheams #�leyrtrhaeuser literature. 4 '3"or 8" Both sides d n �------- ------� fl -0 lifuslraxaons and rabkx t? $crew$ Y. 2 24 Mul iple pieces can be nailed or bolted together to 6 74 One side 1$ form a header or bsam trf the roqulred size,tip to a TJI`'ran joist " micrellony, LvL and i)tncrTrus Mm1's R.,mms 5"or 6" Both sides maximum width of 7" Screws 2 24" L3 " " " allmw-d hole zone _- 3t�" 2 6�" One side 1� Tule Rim Board d` Paraltar,f`PSL 1- derar Brenn Madman Rt„nd " 1Ya or132 TlmberStrand LSL. e>rpe+ Hole Sine ; YZ 8" 2 21 - A2 ntidate ya s� 47- bolts; 1" �rF o , y0Q' 743 » d 1.8E Tla3erStrand,>LSL allowed hole tone d >5A" . 1 fa" OF NE`� (1)10d nails are 0.128 diameter,12d.16d nails are 0.148"-0.'162"diameter,screws are SDS,SD'tA+,USP WS,orTrussLOK" gi Li 7, .2U 2- COLUMN DETAILS (2)An additional row of nalls Is required with depths of 14"or greater. 1 H1 see illus,radw for Avowed Holo zone (3)When connecting 4-pry members,nail each ply to the other and offset�all rows by?'loom tine rows in the ply below. General Notes ©COPYRIGHT 2019 ARCHIVAL DESIGNS, INC. B2 • A/awedhole zanefukablefor headers and beams wlthunMorrnteadstmry. WARNING FEDERAL COPYRIGHT LAWS RESTRICTS BEAM ON + Rwndliah sonly THE REMOVAL OF THIS NOTE: COLUMN CAP NAILING AT BEARING(FLOOR) L5 • NohtzteslncantJlevers. I TJIO Jolst to'Bearing Plate Squash Blocks to TJI Jalsi B3 + No halAs to keztdr rs orbearns In plank oriPrtta'inn, ' iY$"TJ"'Ran Board or (load is+'arJng wail above) Proposed Two Story Home for: • r 1Y,"or 1 Ya"TlmberStrane LSL. t7rte 104{D.128"x 3") Joist may be shoed up to 3"If p Use B'1 Cir B2 at Door panelredgeissupported B4 Intermedlate bearings WARNIINIG D J CustomOne 8d(0.119"x 2Y') nail into each flange a,�span raring Isnot exceeded. Homes ail each side.Drroe Do not crit Joist flanges. with Idad lot§2tfn dr Joists are uns4able un+tll braced laterally nails-at an angle at bracedlshear wall Plumbing IBracinglr9ciudes: #565 Mailer Court P9 _ least%"tom and. from above End M joists Blocking Sia#hkaq +8trul Lias at centeritne •rlarlyers •Renes •Rim hast Southold NY 11971 3Y2"minlrnum L2 COLUMN BASE » intermediate bears Also see detail B2 of support -� -`` > 1Y minimum end bearing r►9 single-family appllcanons 5Ya"may be required ,, i d'=� own o Mumma d for maximum shear transfer:•connectlons equivalent capacityto floor panel palling schedule + r —OL�llty---O f-Suf�{� lf Rim to TJr Joist ° J DO NOT walk on Joists DO NOT walk on jolsts DB NBT stack building .. tYs"TJI Rim Board, j ° O linin braced, that are lying)flat, materials on unsheathed � , " " TJr'3410 lien east:Toe i 1Y or 1 Y2 T,mberStrand"`LSL. Additional joist is required if + � L1� - •, Hall with i0d(0.128"x 3") 1NJtl1tY MAY FtI:S{iLT. joists.Stack flirty over or Tull 110 rim Joist: floor panel edge Is unsupported Lrt P2 One 10d(0.131"x 3")nail into nails,one each side of or it span rating is exceeded, '' ` - - Exterior Deck WARNING NOTES: beams or wails. TJt 1st flan a TJI°66fl .. ;'. �, o each flange j° g x - a w LA Attachment iDDfVdTvsesr v» Lank of proper bracing ctttfing construction can result in serious Dval Moor jest •,.: .:" lumberforrsiim accidents.Observe the fotlovuin guidelines: TJte 21D,230,arid 34;0 rim joist: .-; ' • , , "' :. Structural 9 8 r INSTALLATION TIPS ' � : ca board orbAmony, x One 1t3d(0.135"X 3�")Halo into r" ,, sheathing 1.All bloddrrg,#rangers,rim hoards and tam joists 1st the end stg4Ws of tare TJr joists roust be complerely Wtalted and property nallp.d. ELEVATED as It ma shrink :each flange• a Y 2.Laterlal strengOr,tike braced end,xall or an Exlgpng deet,must be egtabllshEd at the Ends of the bay.Tbls can also be COLUMN BASE as adhestve will Improve floor performance,but o afterinstallativn, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of jolsts at the end of the lmy. 13/4"minimum bearing With depths>16",use TJr`360 rim joist. may not be required. Ca use only S.Safety bradn of 1x4 minimum must be nailed to a beaded Bled avail or shenff)m area as in note 2 end to each joist. top vrdon Y g { ) ( } j + iodate rim board jeliti tsetuv een joists. o Safety bracing(1x4 errgtnrered lirmlier. one la t lois tracing,budd'mg side ways or raprner is highly probable under light consUuction loads-such as 2�worker ar ■Sguash blacks and blocking panels Carry stacked Protect untreated wood la rr9lnlmum)at 113'bn-CtSnter(6' one layeraruglnlled shearhlr,y. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJi"110 Joists)and 4.Sheathing trust be eomple!Wy attached to @ace TJi")distbefora ndritlon it loads cen be pLhced on trite system. _ of a TJIr joist(with web stiffeners)is riot a substitute concrete 1Y1"knockouts O H3 HOLES extended to a braced end wall. 5.Ends of eanttlevers regkrlT safety braeing on both the topand bottom flanges. a,•_r les 1Ye or 1 i Board or Strankf L5L. for sr)trsh blocks or blocking parols, at approximately Fasten at each joist with s,The flanges must remain straight wfthln 112"from true alignment. �+� . 12"on-center two 8d{0.113"x 2�")nalls minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust The paint and/or coating on this KKKK-eri aftue— �1 t�lll��� •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and tkanium dioxide are substances known to the state of California _ _ _ 2 paartiticrs,space joists apart the width of the wall for to cause cancer.For more Informatlm on Proposition 65,visk .cominform. 2 Windemere Court Optional plumbing or HVAC. �, � Bearing plate to be P3 non-shrink flush with inside,f-rce Drive nils et an See Tramhlg plan(If applicable)or SUSTAINAM P.O. Box 169 grout tine 10d{0.128"x T)nail each W rhaeuser installation G ride forFfoor "lhddhional 1st at plumbing tiro sod detall. of wall or beam � , FORES�y angle to minimize k p g p{ ) (MapTryg iNeyerhaeuser,Mldollam,Parallam,TlmtaerStrand,TJI,Ti,and Trus.Joist are f eglstered trademarks at Speonk,NY 11972 side of member at boating, splittttic)of plate and Roof Framing,TJ-MO.For ml namum Weyrethaeuser NR. 0 2M Weyerhaeuser NR Company. All rights reserved. 1Y2"mtntmum from end end and intermediate bearing lengths. � !"I CLISC>• Weyerhaeuser Cmr�d1 ao9 Orie:-01-87T-2925 3 'nem■ September 2020 Reorder TJ-4015 ax; - ell a kaze arc l ec s.com This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, U-9001, and the Deep Dienth T s.. Jost 7..1Jbist.Installation Guide, T3-9006, which should be referenced for additional information. J ��$/l Saale�4s--noA-1-3- Praject No