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��O�Qg11FFOLkIp`G Town of Southold 8/28/2022 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43380 Date: 8/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4355 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-64 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2021 pursuant to which Building Permit No. 45916 dated 3/11/2021 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 dwelling with unfinished basement, covered front entry,rear stoop and attached garage as applied for. The certificate is issued to Brooklyn Timber LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0042 7/20/2022 ELECTRICAL CERTIFICATE NO. 45916 7/21/2022 PLUMBERS CERTIFICATION DATED 3/22/21 &6/1/22 Clifties Sander 0 t or' e Signature o�SufFnt,�oTOWN OF SOUTHOLD cay� BUILDING DEPARTMENT Co z TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45916 Date: 3/11/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#10) At premises located at: 4355 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-64 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/10/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 Total: $2,098.40 B ing Inspector pf SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • sean.deviine-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooklyn Timber LLC Address: 4355 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 45916 Section: 106 Block: 8 Lot: 64 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 44 Ceiling Fixtures 26 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 3$ CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency FixtureTime Clocks Disconnect Switches 5$ 4'LED Exit Fixtures Pump 11 Other equipment: Fridge, Hood, Oven, DW, W/D, 200A Panel 40 Circuit/ 33 Used Notes: New Two Story Inspector Signature: Date: July 21, 2022 S.Devlin-Cert Electrical Compliance Form 4 Lot #10 f`Saur Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Woe BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 2 2021 CERTIFI.CATI.ON { Date: ...3./.2 2/2,021.. Building_Permit No. 45916 a Owner: John Popovitch (Please print) Pllzmber:.,...Chuck Sanders Plumb Tech .,. ..... ..: (Please print) l I certify that the solder used in the water supply system contains less than 2/10 of I% lead. r 1 i i a I lumbers Signature)' Sworn to before me this \\\\\\�AC E N T7�A day of 20� _ N o rg9.q� %,. - QV 7pg6?8 7 ]1 FF qC,F/F t N _ �: OS, .)UAI BC 7 LI I Notary Public �� `�-G`iiuttty: dA®A°e��ptVeeee���� i i i i i 3 � oJ, lv Town Hall Annex Telephone(631)765-1802 5437S Main,Road Fax(631)765-9502 P.O.Box.1179 Southold.NY. 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD oWE D) URAUG — C 9- TIF1C.A.TY.O:1oT Date: Building Permit `�- Owner: c \&n py Q.. L c® R�;4 �0&� .....(P _...: -..P _ ............._... lennase xin. t� zd (Please print). I certify that.the solder used in the water supply system.contains Iess than 2/10 of 1% lead. umbers Signature) Sworn to before me this O f , 2n, day of. ..". . . . _ .:. . .: :.:....: `,`IIIIIIIII11111I►II�,, ' I IV, NARYYpRk n.i�ar�yg� pU@LIC 1 o Notary Public- " fM �C unt, SOU,y�� # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [.o<FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION2ND , [ ] INSULATIOWCAULKING [ ' ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: d w • l age'. DATE D�d�O �"/ INSPECTOR . SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 T IN=SPECTION /FRAMV DATION 1ST MROUGH PL13G. DATION 2ND [ ] INSULATIOWCAULKING- ING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I Ao Looh ROAS avGAK� ��4* S 0 �dVof% �A\l tak�(,V 6vw_ a = o v- YAPA� — �`� bob a 't vle0ook DATE INSPECTOR �pF so # TOWN OF SOUTHOLD. BUILDING DEPT. `ycou765-1802 INSPEC TIO-N- [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. i' e, �P >� Fjftoo-' [ ] FOUNDATION 2ND [ ] INSUL'ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPL"ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ _ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , ` [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: DATE b ( WM INSPECTOR 50(/J�o * # TOWN OF .SOUTHOLD BUILDING DEPT. cOU765-1802 INSPECTION - . . [ ] FOUNDATION 1ST [ ] UGH 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: Ah G&� ove -DATE INSPECTOR OF SOGIyO L4 5q I - 1 ;S; �1 � 6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ . ] FOUNDATION IST [ ] ROUGH PL13G. [ ] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: dQ�4 c� s' CIA DATE Z7i INSPECTOR 50UTyO� TOWN'OF SOUTHOLD BUILDING DEPT. courm,��'' 631-765.1802 INSPECTION-' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/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: . Y UJB r DATE y1/ INSPECTOR ho��OFSOUTyO� Lo r D7ET.5 ( TO WN OF SOUTHOLD BUILDING �o MUM, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: -fit 11fAt� fAAc�-rt"fL f C — OK DATE 2 INSPECTOR c r //� � . v" lA �1 a* > i i i L- ' .�. . , �;?« _ - � �,12 $ �y . : a«« � •*. /�/�� ¥ rz ; . I ljj�l { 4 I % I ��,.�. I�/J� .�� 1 ij', r 6 �', ,� f� �,' s��� I m �� �� +�,' >: �. ,.N� '" '�{ Y✓ _ , i �"`"� � �, , � 10 HOM swIPA f Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR Homes Certified Home Address: 4355 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: July 21, 2022 Outdoors Temp During Test: 88 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.5 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.5 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating',Yystem Primary: Yes ✓ No— Tvne: Furnace ✓ Boiler—Heat Pump—Other z' VentinQ TVDe s Drat S illu e T S'i�Ilaee: _ CO CO t E cien ,FuelTvne Circle Type) Pascal orst Case °' duiial orst Cdse) - aturdl Rating: N_P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 33 PPM 33 PPM Yes ✓ T ie: Standard Tank ✓ Indirect Tan1dess Size: 75 Style Common Vent❑ Water Heater :° Primary: — 4 No _ Instantaneous Commercial (See Note S below) (Gallons) Stand Alone �I s - m, z VentinQ Type 3 Dra t s S'in llaQe, SnillaPe(Naiural) CO, CO E tcien Fuel Tvne _ (Circle:T Type) . ,• (Pascal) " (Worse Case). _. '(Worse Cas`e)'- (Natural).. EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 8 PPM 8 PPM Oven '' Oven is Electric or No Oven Exists IR Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water_Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Iir Number: 2614397 Rater Signature: 1 1 Da : July 21, 2022 rI uZ Ti I- BUILDINIG DEPT_ TaWN1OF SO lh brm 90106 02 CST Form 2012 Effective 1/V2012UrLI Corresponds to 13111 -2012 • goo Horne Energy Rating Certificate Property HERS New Home 1000-106u8-64 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, CAr Rating Date: 2022-07-21 Rating Number: 2021_010 4355 Stanley Road T Registry ID: 240250073 Mattituck, NY 11952 0 C:0 _ Estimated Annual Energy Cost qM HERS Index: 49 �' FIR Efficient Home Comparison: 51% Better use MMBtu cost Percent -� p Heating 38.2 $1220 35% General Information Cooling 2.8 $166 5% Conditioned Area 908-scf ft. House Type Single-family detached Hot Water 14.6 $338 10% Conditioned Volume 42583 cubic ft. Foundation Conditioned basement Lights/Appliances 26.8 $1581 46% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems Features Total 82.3 $3456 100% Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Criteria Water Heating: Conventional, Propane, 0.69 EF, 75.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 104 cfm, 85.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes gtijo.n: Building Shell Features ( 0 AC/42583 cf)x(60 min/1.0 hr) Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1321 Cig: 1321 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator (kWh/yr) 828 Clothes Dryer CEF 3.48 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: s REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, C orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. •3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate , Project Title: New.-Home 1000-106-&64 Projected Rating: Based on. Plans- Field Confirmation Required. " Report Date 2021-02-09 Data Filename 2021_010 4355 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater , 4355 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4355 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-8787808 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value ., Pass Maximum Energy Cost($/yr) 5358 Maximum UA 448 Your Home Energy Cost($/yr) 4851 Your Home UA 430 Better Than Code (Perf) 10.5% Better Than Code (UA) 3.9% Gross Area- Cavity. Cont. ` Glazing or Door Assembly or Perimeter ' R=Value ` R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 143 AGWall,-2: 1115,FG1,4-16:> 307 15.0 0.0 24 REM/Rate- Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity: Cont. Glazing or Door, Assembly or_Perimeter , R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 • 19 AG Wall 4: R15,FG1,4-16 95 15.01 0.0 8 Joist 1: Cond -> ambient 142 13.0 5.0 0 Joist 2: Cond -> garage 17 , 13.0 0.0 0 Joist 3: Cond ->ambient 82 13.0 5.0 0 Joist 4: Cond -> attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88 Window 2: U:0.28, SHGC 0.31 DR 80 0.280 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X;16. :1830.0 0.0; 1 Basement Walls Wall 1: R-11 Paramount 1107 0.0 11.0 61 Wall 2: R-11 Paramount 225 . 0.0 11.0 13 Window 3: U:0.30; SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to tihe local jurisdiction in which the home is,built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation'Construction Code and all current energy codes specific to REWRate—Residential Energy-Analysis and Rating Software.y96.0.4 This information does not constitute any warranty of energy costs or savings. ©,1985-2020 NORESCO, Boulder,Colorado. Page 2 of 3 ' REWRate - Residential Energy /Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. A<'9 I further attest that I am a certified Home Energy Rater and affiliated with l a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. )ewry J ' ^ a 2 Name-Title ` Signa ure Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection• Checklist Property Organization HERS - Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4355 Stanley Road 631-878-7808 2021-02-09' = Mattituck, NY 11952 Jerry DAmaro Rating No:202.1_010 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.big Date: 2/9/2021 Building Information = Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times,the,energy features listed below will change in,the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any,changes to ensure that the.home continues to meet the intent of the IECC. Reports and certificates will be furnished before.CO•fo ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset ' Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Sof:Ware vl6'.0.4 This information does not constitute any warranty of energy costs'or savings: 01985-2020 NORESCO,•Boulder,,Colorado. Energy Code Inspection Checklist Property Organization HERS I Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4355 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_010 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg Date:2/9/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient . R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location WAIL: R15,FG1,4-16 (95 s.f.), Between conditioned space a6&attic R-0.0 continuous insulation, R-15'.0 cavity insulation. Name: to attic Insulation'Grade: I 'II III Face-7 Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] I. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: North Comments/Location - [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: North Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: West Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: South Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or,swnngs. ©1985-2020 NORESCO,:Boulder;Colorado. Page 2 of 8 Energy Code.I 'Checklist' . Property Organization HERS .: 1 Oasis at Mattituck, Corp. DAmaro Engineering", Projected Rating 4355 Stanley Road 631-878-7808. 2021-02-09':• -`. Mattituck, NY 11952 JerryDAmaro Rating No:2021_0.10: RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. r 2021_010 4355 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights ;> [ ] 5. Window: U:0.28, SHGC 0:31'-DR(40 s.f , south),- 'U-Value: 0.280,-SHGC:0.310 , For windows without labeled U-factors; describe features: Name: D-5 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC 0:31 DR-(40 s.f.,'South),:U-Value: 0.280,•SHGC: 0.310 For windows without labeled U-factors,describe features: Name: D-6 Orientation: South Comments/Location [ ] 7. Window: U:0.30, SHGC:0:30 (9 s:f.,.South)','•'U=Value:,0.300, SHGC:0.300. For windows without labeled U-factors; describe-features:' %= Name: W-7 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC0.30 (30 s.f., North); U-Value:'0.300,SHGC: 0:300 - - For windows without labeled U-factors;Aescribe features:- Name: eatures:Name: W-8 Orientation: North s . Comments/Location - [ ] 9. Window: U:0.30, SHGC:0:30 (30's.f.;'North), U-Valu&0.300, SHGC: 0.300' For windows without labeled U-factors,-describe features:,' =a Name: W-9 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0:30-(23•s.f., North),-U=Valuer 0.300, SHGC: 0.300 - For windows without labeled U-factors,=describe features: Name:W-10 Orientation: North Comments/Location REM/Rate=•ResidentiahEnergy Analysis•and Rating-Software•v16.0:4 This'information does noUconstitute any warranty.of energy costs•or savings. ©4985=2020 NORESCO',Boulder, Coloradoi� Page 3 of 8 Energy Code . Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4355 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_010, RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0:30�(6 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f:; West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: West Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., South), U-Value:0.300, SHGC: 0.300. For windows without labeled U-factors, describe,features: Name: W-13 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300- For .300 -For windows without labeled U-factors, describe features: . Name: W-14 Orientation: South Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., South), U-,Value:.0.300, SHGC: 0.300 For windows without labeled U-factors,-describe features: Name: W-15 Orientation: South Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC:.0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location REM/Rate- Residential,Energy.Analysis and Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,,Colorado. Page 4 of 8 v Energy Code Inspection .Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4355 Stanley Road 631-878-7808- 2021-02-09� • 1 Mattituck, NY 11952 Jerry DAmaro' _ Rating No.2021_010 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg - Date:2/9/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., South),-'U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features:" Name:W-17 Orientation: South Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: South , Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH.BSMT(22 s.f.'), R-Value 4.5• Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate- Residential Energy-Analysis'and Rating Software 06.0.4 This information does not constitute any warranty of.energy costs or savings: ©1985-2020 NORESCO;Boulder,'-Colorado. Page 5 of 8 Energy Code Inspection Checklist Property Organization . , HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4355 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_010 . RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. _ 2021_010 4355 Stanley Rd.P.CC.blg Date:2/9/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset. Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. ' Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1- Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III . ' Face / inset Comments/Location [ ] 2- Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: I If III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating-Software v16.0.4 This information does,not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Cod.e., In"s.pe 'c'tion ,.C.h�ecki'lost' _ Property Organization - HERS Oasis at Mattituck, Corp. DAmarotngineeiing`t Projected:Rating- 4355 ating 4355 Stanley Road 631-878-7808'• ``"' 2021-02=09 _ Mattituck, NY 11952, Jerry D'Amaro . ` ;`'' Rating N6:2021, 01&: s' RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: = New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley = Rd.P.CC.blg Date: 2/9/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside (82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation., Name: 2F to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic R-0.0 continuous insulation,.:11-13:0 cavity insulation. Name: 2F to attic ,Insulation Grade: 1 1_I: III ;t Face /,.Inset h Comments/Location' ' Mechanical Equipment : .. ... . . w [ ] 1. Heating:,Fuel-fired air distribution, Propane, 9 6.1 AFUE. Make and Model Number a _ [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number ;z Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible:Efficiency;48:0%Total Efficiency,,110-cfm;24.0 hrs/day;-,85.0•watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM%Rate'- Residential Energy`Analysis'and Rating`Software x16:0.4 This information does not'constitute any warranty of eneirgjr costs or•-sm-ings. 01985-2020 NORESCO, Boulder;-Colorado. Page 7 of 8 Energy p Code Ins ectionChecklist : Property Organization HERS Oasis at Mattituck, Corp. DAmaro•Engineering. Projected-,Rating . 4355 Stanley Road 631-878-7808;,'- 2021-02-09.. Mattituck, NY 11952 Jerry D'Amarq f, Rating No:2021_010 - RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg Date: 2/9/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50: 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing), ._:,...,. ,,. . [ ] Duct System 1 Leakage to Outside 'and Total Duct Leakage [ ,] Duct System 1 Leakage to Outside is specified in REM/Rate at'10'.000 CFM C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals, . . Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage,<=4 CFM25/ 100 sq ft CFA•:, 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. = 2015-2018 IECC Performance Path (Cost Compliance): Requires f ''ducts be,tested and reported, but-has�no compliante'tl resholds. Notes REM/Rate,-,Residential.Energy Analysis;and.Rating Software.v1,6.0.4 This infor•.mation does not constitute any warranty of.energy costs,or savings. 0.19854020.NORESCO;,Boulder,_Colorado: Page 8 of 8 r ` CERTIFICATE OF INSULATION For the following home: Lot 10 -The Fields at Mattituck; 1000-106-08-64 STREET ADDRESS 4355 Stanley Road New York 11952' CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Sum Plus ThS IniurreScent. Attic Gable End-Walls-2 Inches Rafter R-39;End-Wall R-13 Knauf Ecobail.R-15;AL1 Walls Kraft-faced 3.5 inches Knauf R-41 Basement Watt Insulation Basement (draped-batt) 3.5 inches Band Joist;R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-12 inches Garage Ceiling:Knauf Ecobatt R-38 in 2nd Poor platform The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-5914.3 INSTALLING COMPANY 2 rri) f� n nn 2 STATE LICENSE 675 Elton Street STREET ADDRESS O I1 U AUG 162022 Riverhead New York 11901 RI 1 I 014 1—E CITY / 10VUi\i 0F:SO �I;`, DSTATE ZIP /l�lhGd1� �G//LC�L 6-24-2022 SIGNATURE DATE Contractor s Subinittal �F ' . �� � ..� �^ KftlA!ff INSULATION,INC. Material approved for use in project. �j-ao���' one Knauf Drive 4355 Stanley Road,Mattituck Shelbyville,IN 4fi176 Approved by D'Amaro Engineering and Surveying,P.C. ® �¢ QE S Technical Support (317)398-4434 ext.8727 t1;�� ® Ysf i1K4 4:ii�idl t'•!l�, Suit) ° JUN .� 2 8 222 CHECKED 01-20 2020 Knauf Insulation,,Inc. DATA SHEET Basement Wall Insulation kNA u A num with ECOSr Technology �OR THE WOR LD WE LIVE LN.' DESCRIPTION i_ '--- -- -- -------- ---- --------- ---- --------- -...- ----_-_--- CONTRACTOR: Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to The Fields at Mattituck- Lot.10 a perforated facing that can be left exposed. It is also available JOB` unfaced for non-exposed areas such as crawl spaces. It gives you ; DATE: June 28, 2022 the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. p • • OR The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring c made usingproper thermal performance. a ur alternativeto,the phenol/formaldehyde(PF) binder ttaditionally used 1ftfiberglass products.The bio-based APPLICATION �a • New construction or for retrofit in existing homes SPECIFICATION COMPLIANCE All of 0 o e de from s�ustadhable resources, • ASTM C665 . to • Type 11, Class A, Category 11 - e back • IECC Code for a continuous R-value with a Class A Fire landfills.Our products rating with no further modification recycled bottles month. INDOOR AIR QUALITY • EUCEB Certified with EC6 rr Contractor's Submittal Material approved for use in project. 4355 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. FORMS ;gip•,t_: _ R-Value Dimensions Facing a„'•-- �� -' '� 3.5”x 48"x 60' R-11 PSK Perforated (White) 3.5"x 88"x 60' .3 TECHNICAL:DATA A;9+ti_ �� � __ ...� .a-,Is- •wnxR�;.. Y-. �'-i"nr• �,.,',: ��-:x—�'i�'Ss- •`h�'C:"f_-• Property,('Unit). �;. • '� )b, Test i A,� Performance 7,c � ,, Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB N f?-BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International Residential,and National Fire Protection Association Life r �j Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating _ a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified P intumescent coating,Plus ThB is applied to spray A i polyurethane foam insulation,achieving the fire performance prescribed. ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: (1 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly 12 L)months lbs. reduces its rate of combustion. Shelf Life: 12 in n unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F(32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling &Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS code Requirement compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes: ER-305,TER 1905-03 White . Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Safety: Plus ThB Safety Data Sheet SDS Contractor's Submittal Y (SDS) Material approved for use in project. VOC Content: 18 g/L 4355 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will-be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY& PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https://www.noburn.com/12o[icies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made in the USA SUBMITTAL SHEET DATA SHEET EcoBatt° Insulation lthfigftk�q!ATIONwith ECOSE-' TechnologY LD WE LIVE IN! DESCRIPTION CONTRACTOR: Hunter Insulation .: EcoBatt batt insulation is a cost-effective thermal and acoustical The Fields at Matfttuck- Lot 10 barrier for energy-efficient construction. Ecobatt insulation JOB: June 28, 2022 products can be used in new and retrofit wood and metal frame DATE: applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE , • THE WORLD WELIVE I.N. Free batt insulation is flangeless kraft-faced batts that friction fit are between 16" on center wood studs, eliminating the need to staple. aufInsulatie e e. e e m gy e- our pate -m m m m.sed'bi nder e eeem• m• m e APPLICATIONS traditionally -. in f lberglass products. - bio-based • Cavity walls, exterior and partition walls, floors, ceilings, e.inder holdsour product te•• product attics, basements and crawlspaces uniquee e-. and makes it formaldehyde4ree. SPECIFICATION COMPLIANCE All of our products are madefrm e • ASTM C665 (facing); such as recycled glass . sand.And proud m • Type I, Class A, (Unfaced) be puttingglass bottles e work • Type 11, Class C, Category 1 (Kraft) landfills. Ourproducts arenadewithm 0' • Type 111, Class A, Category 1 (FSK-25 foil) recycled _ ge of e bottles • Type 111, Class B, Category 1 (Foil) e • California Energy Commission • MEA#498-90-M • State of Minnesota arm INDOOR AIR QUALITY - ��v_ _ • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 4355 Stanley Road, Mattituck Approved by D'Amaro Engineering and Surveying, P.C. FTECHNICAL DATA ^"f A -,�`.',R!;',:; 7' "N;'A Pr`opertya(Unit) ;" M " y. ro 'Tett sPerformance$ 5 �' ',�.: Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced: 0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. i-REWRate - Residential Energy',An`alysis and Rating`Software'v1'6.0.4.!- F �.'• New. York Compliance Certificate' Project Title New'Home 1000=106-844- Projected =106-844 -Projected Rating: Based on. Plan`s = Field Confirrriati®n Required.,..,:,,,.., Report Date 2021-02-09 Data Filename 2021__0I0.4355 Stanley Rd.P.CC.blg,` Energy Code 2018 IECC as amended in the 2020 New York State Energy ConservationConstructionCode Permit# Location Riverhead, NY Construction Type Single-family detached Permit,Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days - 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater�''�` j 4355 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering, Mattituck, NY 11952 4355 Stanley Road 3080 Route 112, Suite C Jerry UArnaro Mattituck, NY 11952" ' Medford, NY 11763 Certification#2614397 631'-767-4807 .631-878-7808:1 = Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The items below will be inspected for energy code certification. Any deviation from these specifications should-be_"brought to'the attention of the HERS Rater, as soon as possible to assure that the project will stilt comply with energy code•requirements: = Compliance (must pass either UA or Performance Path) Code,Compliance. Pass _ UA Path Pass • Performance Path Pass 'Duct R Value .Pass Maximum Energy Cost($/yr) 5358. ._ . . Maximum UA 448 Your Home Energy Cost($/yr) 4851 Your Home UA 430 Better Than Code(Perf); _ 10..5% ,. Better Than Code (UA) 3.9% Gross;Area Cavity , ' Cont.".`' ,:'Glazing,or.Door . Assembly or Perimeter R-Value 'k-Value U-Factor UA , Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG'1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1:' R-20.Batt+Rigid,:.: AG Wall 2: 1115,FG1,446': 307: 45.0 REM/Rate ;,ResidentiaGEneeV;Analysis'and Rating•Softvware1'v16.0.14 This`information does'nof='constitute'any warranty of,energy costs<or savings. -'" ©''1985,2020 NORESCO,�goulder, Colorado: REM/Rate - Residential Energy'Analysis:and:Rating 5oftware:vf16 0:4_ New York Comp�li�ance, Cert*flcate.*, Gross Area Cavity-..., ,"Cont:_ :Glazing'or,Door; r. Assemblyor Perimeter R-_Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 336� 13.0 5.0" AG Wall 4: R15,FG1,4-16 95 15.0 0.0. 8 Joist 1: Cond - ambient 142 ' 13.0 5.0 " 0 Joist 2: Cond -> garage 17 G 13.0 0.0 0 Joist 3: Cond ->ambient 82 ; 13.0 5.0 '5.0 0" Joist 4: Cond->attic 8' 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88 _ Window 2 ,U:0.28, SHGC 0.31 DR 80 0.280 22;4£ Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150' 0 Door 4: Fiberglass U-0:17 JD 18 0.170 0 ' Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1;X=16" ;, ., -18°.;` 30.0 Basement Walls,, Wall 1: R-11 Paramount,, !r •1107, 0.0 -11.0. . 61-" Wall 2:' R-11 Paramount 0.0 11.0. _. 13 Window 3: U:0.30,.SHGC:0.30 r 21 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air.distribution',.64.0kBtuh,.?6-1:AFUE. Water Heating: Conventional, Prop,'0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your to"cal'kiuil'ding department to determine which signatures are required"for your application-.' y Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements ofthe 2015 IECC as amended by the 2016.New York State_Energy Conservation Construction Code and all current energy codes specific:to the local jurisdiction.in which"thehome is Liuilt"".' Name-Title ° Signature ° Date Rater I, Jery D'Amaro of DAmaro Engineering, certify that the'home listed'above, as modeled meets or exceeds°alla.requirements of the 20151ECC as amended by the 2016 New York State Energy Conservation.Construction Code and all current energy,codes.specific to RENI/Rate. Residential.Energy Analysis and,Rating, Software x16.0.4 This information does not constitute'any•warranty�of energy costs,ocsavings. ©;1985,2020;NORESCO;;Boulder,;Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with Ps ? , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title Signa re Date REWRate A Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 ' Energy Code-� I finspection thecklist '. % Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering� Projected:'Rating 4355 Stanley Road 631-878-7808 2021-02=09=' Mattituck, NY 11952 Jerry D'Amaro Rating No:2021"_010:` RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: ='_ + _• New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley - Rd.P.CC.blg Date: 2/9/2021 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume(cubic ft) 42583 Insulated Shell Area(sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the.energy features listed below will change.in the field from•what has been, input in the analysis. DAmaro Engineering's field inspection process;will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before_ CO to,ensure that the house meets the intent of the ECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R=39.0 cavity insulation. Name: main Insulation Grade: 1 11 111 Face'%'Inset'' Comments/Location r , [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) ' R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 11 III Face / Inset_ Comments/Location r.:•.- Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation.Grade:r I II III Face./.Inset,_ Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage ,Insulation Grade: I. 11 III Face/ Inset Comments/Location REM/Rate-1'Residential-Energy iAnalysis°and Ratirig.S6ftwarew16:0.4 This information does not'coristitute any warranty of energy costs-or savings.- (D avings. ©1985=2020 NORESCO,'Boulder, Colorado. Energy Code,-- Inspection Check-list: . ' Property Organization r: ,.:_ -HERS Oasis at Mattituck, Corp. DAmaro.Engineering ' Projected Rating 4355 Stanley Road 631-878-7808,,.-, . 2021-02-09' Mattituck, NY 11952 Jerry'.D'Amaro, , Rating No:20211-010 1 .,+ RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg Date:2/9/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambienti: R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4: Wall: k15;FG1,4=16 (95 s.f.),Between"conditioned space-and'attic. ,.k 0.0 continuous insulation,'k=i5.0 cavity insu1:a . n.'t °' ' ;. :" ,, I f` Name: to attic An'sulafioh'Grade: ' ''1"'{''II " ' 111Face'/'I'nset Comments/Location Windows and Skylights Window-to-Wall Area.Ratio:0:13 [ ] I. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: North Comments/Location.,.; , [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-2 Orientation: North Comments/Location ; [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., West), U-Value: 0.300,'SHGC: 0.300 ' For windows without labeled U-factors, describe features: Name: W-3 Orientation: West Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0:300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: South " Comments/Location REM/Rate:-:Residential EnergyAnalysis and-Rating.5oftware,v16,0.4 This information does not constitute any warranty,of,energy,costs or savings. ©.1985-2020 NORESCO, Boulder;Colorado. Page 2 of 8 t Energy Code' ', I n-spection . Ch_ecklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro'Engineering'-' Projected Rating' ;t 4355 Stanley Road 631-878-7808.`. 2021-02=09 Mattituck, NY 11952 Jerry.D'Amaro : `'` Rating No:2021_010 RaterID:2614397 Weather:Riverhead, NY Builder RegistryID: w New Home 1000-106-8-64 Oasis at Mattituck, Corp. - 2021_010 4355 Stanley Rd.P.CC.blg Date:2/9/2021 Windows and Skylights j [ ] 5. Window: U:0.28, SHGC 0.31,DR(40s.f-.',,South); U'-Value:'0:280;SHGC:'0.310 . For windows without labeled U-factors;describe features:-.,, %° Name: D-5 Orientation: South - r Comments/Location [ ] 6. Window: U:0.28, SHGC 0:31 DR(40•s.C","South),=U-,Value: 0:280,=SHGC:.-0.310. For windows without labeled U-factors;.describe;features: -'• - Name: D-6 Orientation: South Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.-f., South),-� U=Value: 0':300, SHGC:�0.300 For windows without labeled U-factors;-describe�features:=' i' Name: W-7 Orientation: South Comments/Location [ ] .8. Window: U;0.30, SHGC:0.30 (30:0.-, Nor"th);;:U=Value: 0:300,'SHGC: 6.3001' For windows without labeled U-factors; describe features:` Name: W-8 Orientation: North Comments/Location -• [ ] 9. Window: U:0.30, SHGG:0.30"(30 s:f.;'North);.U''-Value:2,0'300, SHGC: 0.300 • ' For windows without labeled U-factors; describe16atures— .,_ Name: W-9 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23`s:f , North),—:U—Value:.0:300, SHGC: 0.300' For windows without labeled U-factors,'describe-features: Name: W-10 Orientation: North Comments/Location > REM/Rate='-ResidentiaGEne-rgy;Analysis and•Rating°•Software`v16 0.4 This information does`not'constitute any warranty'--of energy costs or savings: `'. t, Boulder,©1985-2020 NORESCO, Colorado. Page 3 of 8 Ener Code . Ins ection,':Checklist = ` Energy P . _ Property Organization HERS Oasis at Mattituck, Corp. DAmaro°Engineering, Projected Rating;: 4355 Stanley Road 631-878-7808 2021-02;09 - Mattituck, NY 11952 Jerry D'Amaro ;: .,_ ; Rating No:2021_010; . Rater ID:2614397 Weather:Riverhead, NY Builder ]::,•' Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg = Date: 2/9/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30(6s:•f-;-North), U-Value: 0;300, SHGC: 0.300 . = For windows without labeled U-factors,-describe features:.,..;.,,. Name: W-11 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.,30:(6 s.f;,•West);,-,U-Value: 0:300„SHGC:•0.300_':;,;.-." . For windows without labeled U-factors, describe:features; .,. Name: W-12 Orientation: West Z „ ,. •. q; Comments/Location [ ] 13. Window: U:0.30, SHGC:0:3Q•(16 s.f.,•South),-;U-Value:0.300, SHGC: 0.300:,'; ; For windows without labeled U-factors,-describe,features:• Name: W-13 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0:30.(30,s:f.;'South),•�U-Value:,0.300, SHGC: 0:300'. :, For windows without labeled U-factors;describe features: Name: W-14 Orientation: South „ Comments/Location [ ] 15. Window: U:0.30, SHGC:%3.0 (16 s.f., South),,•U=ValueA.300,-SHGC: 0.300„_-,, a ; For windows without labeled U-factors,:describe:.features:,,.,.:: Name: W-15 Orientation: South = E Comments/Location _ [ ] 16. Window: U:0.30, SHGC:.0:30 (74-f-, West), ,U-Value: 0.300, SHGC::.0:300, For windows without labeled U-factors, describe-,features:. Name: W-16 Orientation: West Comments/Location REM/Rate,-Residential;Energy,:Analysis;and;Rating,Software v1.6:0:4, This,information does not constitute any warranty of energy costs or,.savings: _ O 1985-2020 NORESCO;Boulder„-Colorado.. Page 4 of 8 ' Energy Code Insp-ection *'-Checklist , _ - ,i Property Organization w s` HERS Oasis at Mattituck, Corp. DAmaro Engineering. Projected,Rating 4355 Stanley Road 631-878-7968'," 2021-02-09 Mattituck, NY 11952 Jerry DAmaro - Rating No:2021 010• RaterID:2614397 Weather:Riverhead, NY Builder ` j Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (Ts.f.;-South), 'U-Value: 0:300;SHGC: 0:300' For windows without labeled U-factors, describe features: LL Name: W-1 T - Orientation: South Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 ::+• -:.`.' For windows without labeled U-factors, describe features: Name: W-18 Orientation: South ; Comments/Location }, Doors [ ] 1- Door: PCH Front Door(34 s.f.), R-Value 4.3 - Comments/Location - [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door:.PCH BSMT.(22-"s.f.),-�R-Value'4 5" r ; Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door:Attic.Access (12-s.f.), R-Value 5.0; i. r Comments/Location REM/Rate'-=^-ResidentialiEnergy`An'alysis'and�Rating`Software•x16:0:4 This'information does riot constitute any Warranty-of!energy costs or'savings: 611985-2020-NORESCO, Boulder;Colorado. Page 5 of 8 sPection ChecklistEnergY Code-]n Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering: Projected:Rating „ 4355 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry._D'Amaro, Rating No:2021_010.- RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. E, _ 2021_010 4355 Stanley Rd.P.CC.blg Date: 2/9/2021 Frame Floors [ ] I. Floor: R30,FG1,X-16 (18 s;f:), Between conditioned space and,garage, ; R-0.0 continuous insulation, R-30.0 cavity_insulation. Name: 2nd FL over gar Insulation Grade: 1 ,II .III Face/ Inset Comments/Location Slab Floors [ ] 1- Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls = [ ] I., Wall: R-11 Paramount(1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation: Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior:insulation:, Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II- . III ,Face./:Inset;i,:t Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate,-;Residential,Energy:Analy-sis,and<Rating Softwarex-1,6.0.4. This,information does not,constitute any warranty_of;;energy costs or,sayings. ©1985-2020•NORESCO;Boulder,:Colorado: Page 6 of 8 G ' Energy Code ]nspect�on Checklist: Property Organization ." HERS - - Oasis at Mattituck, Corp. DAmaro Engineering`• Projected,Ratirig'i - • - 4355 Stanley Road 631-878-7808 2021-02-09�'-- Mattituck, NY 11952 Jerry DAmaro! Rating No:2021_010 . " RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg _ Date: 2/9/2021 - Rim and Band Joists [ ] 3. Joist: 2F to outside(82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and atfic R-0.0 continuous insulation; R-13.Q-cavity insulation. Name: 2F to attic Insulation Grade: I , II III . Face / Inset , Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional.-Propane; 0.70-EF;50.0 Gat. .t Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System f [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible.Efficiency;,48.0%Total-Efficiency,,11,0 cfm;Z4.O hrs/day;85.O:watts, ECM Fan Motor. System description(make) '<< Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test.- (Max CFM50 is: 2129) [ ]. Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate-='RdMdential.EnergyAnalysis;and Adting Software.v.1iS 0:4' This•information does--not constitute any warranty of=energy costs.or savings-. 01985-2020-NORESCO, Boulder,,-Colorado: Page 7 of 8 EnergyCodep Inspection Check-list , a Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4355 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021._010 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-64 Oasis at Mattituck, Corp. 2021_010 4355 Stanley Rd.P.CC.blg Date: 2/9/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 /'100'sq ft CFA: 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires-ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-.,Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 N� •1 I f i • • • 7 IF 1 Lot 10 # 4355 Hurricane shutters 1 1 • ' • ' COMMENTS • 1 • ' � - - �� 'FOUNDATION(2ND) A / / i - oil ��. . �- A ROUGH FRAMING& PLUMBING �Allplg_wtff MUM 7, r%AwpF moge INSULATION PER N'Y. STATE ENERGY CODE r� e� no - - T. (STI ' �'► /., 11-ITIONAL COMMENTS 11"A mllml�ofll COMMODE � ._ ! , • Ili � • 4 I i" TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://wvvw.southoldtownny.gov Date Received APPLICATION FOR BUILDING PrDMIT ------ -1-- L IJ F.or Office Use Only PERMIT NO. Building Inspector: FEB 1 9 2021 A)" in th6lr`dkirbty.46to mpIcte, ,-'�appIIcatiohsW!I not 6eacc6ited.'W*ethe A "OWne�s",'A"tilt'h'-orizition'f6rm(Page 2)shA1I be co'mPIet6&,1,-.1 Date:February 18, 2021 7 OWNER ...... (S)OF PRPPERTY; Name:Zenith Propertv Group LLC SCTM#1000-106.00-08.00-064.000 Project Address:4355 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 Email:monumentalproperty@yahoo.com y@y*1qQ-q0�M Mailing Address:3080 Route 112 Suite B Medford NY 11763 77� RS CONTACT'PE Name:Christopher F. Dwver Mailing Address:437 South Country Brookhaven NY 11719 Phone#:631-286-8668 Email:cdwyer(@-lkrna.corn DES -7— k6kSS6NA IGN. L,INFORMAP,ON Name:Robert A. Steele, P.E., Executive Vice Preside L.K. McLean Associates, P.C. Mailing Address:437 South,'Coun ry (1, Brookhaven NY 11 Phone#:631-286-8668 Email:rsteele(a-)Ikma.com CqNTRA _K INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone# 631-767-4807 Email: star qg'pk(?_MqbqLHjdr1g'. orn 7- DESCRIPTION'OF PROPOSED CONSTR CT 0 U I N ' .. ................. igNewStructure ElAddition ElAlteration DRepair ElDemolition Estimated Cost of Project: E10ther Will the lot be re-graded? iiYes 0 No Will excess fill be removed from premises? WYes ONO .Y.• PROPERTY INFORMATION Existing use of property:vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? BYes El No IF YES, PROVIDE A COPY. „8,Gtaei k Box After Reading:pThe owner/contractor/design professional is responsible for all drainage and storm water issues as proyided,by Chapter 236of the Town'code.APPLICATION IS HEREBY,MApE to the Building Department for the issuance of a Building Permit pursuant to.the building Zone.-" ordinance of'the.Town ofSouthold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the constructiogof buildings; additions,alterations or for removal'or demolition,as herein ilescrtbed.The applicant agrees'to comply,with all applicable laws;ordinanees building-code,'' s housing code arni.regulations and`to admit authorized inspectoni on premises;and in butlding(s)for necessary inspections.,Fals@statements madelrereln are'. punishable'as a class A misdemeanor pursuant to Section WAS of the New.York State Penal law. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: Date: February y18, 2021 VV Wy" Y V STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of February 2021 JAW elrex zue 1 Notary P is j r�'`R15TIN fi Y PU �WIECA PROPERTY OWNER AUTHORIZATION .0' 01 to 210 5'gSSUff fNewyOrk Olk (Where the applicant is not the owner) nA'resAugus 1j O2� I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf t th To Sou Id Building Department for approval as described herein. —- 6-2//,�1,2 wner's Si nature ate John opovitch, Zenith Property Group LLC Print Owner's Name 2 Z6suFF01,rco a Gy< BUILDING DEPARTMENT-Electrical Inspector y = TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 oy�01c �a�� Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # OC) Date t�. 2021 Customer Name Electrician Name Ge . Address Phone (�- e-mail e-mail Phone License# Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is_ o from the d above. Authorized by � �OSVFFo (BUILDING DEPARTMENT- Electrical Inspector OL_ TOWN OF SOUTHOLD JUN 1 0 2021 :o ='`' Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y� O� .T.elephone (631) 765-1802 - FAX (631) 765-9502 -rogerrsouth oldtown ny.gov— seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN I FORMATION (All Information Required) Date:. Company Name: (,{b Name: - C c'p License No.: �(p . me email: Phone No: �j .$'1L� . ® ❑I request an email copy of Certificate of Compliance Address.: vJ& W] JOB SITE INFORMATION (All Information Required) Name: S Of M AM b CA� Address: 65j Ema �Wif/b) Cross Street: p , Phone No.: Bldg.Permit#: 5 67 /(o email: Tax Map District: 1000 Section: Block: d $ Lot: BRIEF pESCRIPTION OF WORK (Please Print Clearly) Gll�/1 Check All That Apply: Is job ready for inspection?: MYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: XYES [:]NO Issued On Temp Information: (All information required) Service Size [Al Ph ❑3 Ph Size: 0 b A #Meters Old Meter# 21 New Service ❑ Service Reconnect [:] Underground ❑Overhead # Underground Laterals U1 ❑2 ❑H Frame❑Pole Work done on Service? MY ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx SSFFOt BUILDING DEPARTMENT- Electrical Inspector 0 2021 TOWN OF SOUTHOLD `jail Town Hall Annex - 54375 Main Road - PO Box 1179 o 1; Southold, New York 11971-0959 ��,�, ®4 ✓ l Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a_southoldtownny.gov -- seand(asoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN I FORMATION (All Information Required) Date: Company Name: c(,s b `K Name: MWILTLACCro License No.: (p . M email: Phone No: 3 ,�',L� , ® 01 request an email copy of Certificate of Compliance Address.: f KIS' MbIScjus I JOB SITE INFORMATION (All Information Required) Name: Do v'E ai m atfitu ck—,, Address: 1465 SLan . Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: f(, Block: d Lot: BRIEF ESCRIPTION OF WORK (Please Print Clearly) 0s u) Check All That Apply: Is job ready for inspection?: NYES ❑NO ❑Rough In []Final Do you need a Temp Certificate?: %YES [:]NO Issued On Temp Information: (All information required) Service Size N1 Ph ❑3 Ph Size: D lbl A # Meters O Old Meter# R1New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals Ell 02 ❑H Frame ❑Pole Work done on Service? Y ❑N Additional Information: ZW PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx { PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro, Generator - Combo - Cooktop Transfer AC AH Mini Special: Comments: t tl en Pnccic► E➢cctric Electrical Permit N 21 Fronrin Rd.Center Moriches.NY 11934 Office:631-874-2098 Fax:631-874-7086 l,ot# License)Electrician w"nv.Puccia k c1riccorP.cgm Job Name&Address: p (0. o Lights Pool/Spa 3S Hi-Hats Pool Light Outlets Switch(es) •'j^ Flourescent Lights Pump Smoke Detectors Outlet_s Switches GFI's 3 Smoke/CO Combos Timer I GFI's Breaker(s) -'L^ Ceiling Fans Sub-Panel ✓t— Exhaust Fans Bonding ��--- Fan Speed Controls Washer Dryer (GAS/ELECTRIC) l Stove +,GGA^S/ELECTRIC) Fireplace (GAS/ELECTRIC) Septic Line E A LL_EDU N 2 A/C Unit 3 Dish Washer 1�- Outside Lights _Dual Function Breakers GFI Breaker(s) Arc Fault Breaker(s) Panel "LCOAMP Total Breakers J Breakers Used 1 Heat Detector LIURA L. K. McLean Associates, P.C. ❖ 437 South Country Road - Brookhaven - New York - 11719 (631)286-8668 - FAX(631)286-6314 ❖ 25 Newbridge Road - Suite 212 - Hicksville - New York - 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. J L �� ANDREW B.SPEISER � MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. DEC 2 12021 VINCENT A.CORRADO,P.E. ® TAMARA L.STILLMAN,P.L.S, BUILDING DEPT 4ecember 17, 2021 Town of Southold TOWN OF SOUTHOLD Building Department 54375 Main Street(NY-25) P.O. Box 1179 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: "The Fields @ Mattituck"—Lot#10 (1000-106-8-64) - 4355 Stanley Road Modifications to "Zenith" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 -.Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Zenith" model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor 'changes to the plans. These changes were appropriately identified by the Town's Building Inspector (John Jarski) and we have since memorialized them with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four(4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) S TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 4 STORMWATER DRAINAGE NOTES: -.:: . , " - I ,r-4 Kldc � :�IiCapL ok SITE �PLAN DATA: CALCULATIONS: I THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED a ZENITH PROPERTY GROUP LLC AS A MINIMUM. 0 REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES P DEPTH EXISTING 4355 STANLEY RD., MATTITUCK NY 11952 (2 RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE GRADE 1000-106.00-08.00-064.000 COURSE OF THE CONSTRUCTION. IMPERVIOUS (ASPHALT) 2,100 SF 0.0 52' BROWN SILTY SAND SITE AREA: 47,933 SF /1 .10 ACRES C=(1,050 X 1)= 1,050 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE 1,050 X 2*/12" (RAINFALL)= 350 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT 2.5' 2 LIMITS OF' GRADING: 30,400 SF /0.70 ACRES PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS 49.5, .. .... Z&. WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE IMPERVIOUS (ROOF) = 2,000 SF C=(2,000 X 1)= 2,000 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE NO WELLS LOCATED WITHIN 100 COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ........ ...... ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN 2,000 X 2"/12* (RAINEALL)m 333.33 CF _5 OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER. PROPOSED DRAINAGE CALCULATIONS: BROWN CLAYEY SAND % 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL DW1) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE. AND APPROVED BY THE ENGINEER. 350 CF REQUIRED yattitli�' ASPHALT DRIVEWAY ( bk Hills 8'0 DRYWELL= 350 CF/42.25 CF/VF= 8.28 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION 45 m OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH 12' 40' ROOF (DW2 & DW3) 333.33 CIF REQUIRED 8'0 DRYWELL= 333,33 CE/42,25 CF/VF=- 7.89 VF -TSA PROVIDE: (2)80 LEACHING STRUCTURES 04' DEPTHS. PALE TO BROWN FINE SAND 7 21 14 ....... ........ Ilk m 18� 34' TEST HOLE BY MCDONALD GEOSCIENCE �p \ q �� `� \T`� E'-;_ _ DECEMBER 23, 2020 % A: (NO WATER ENCOUNTERED) Tb 0C r W--W-W HIGHEST EXPECTED GROUNDWATER @ EL. 0.50' 4�: 7�cl C' A7 V4. TEST HOLE #,j N.T.S. LOCATION MAP- .1>4-1\ SCALE: 1 1,000' SEDIMENT ON SITE 0` 0-R=300,00 SLT FENCING =5,00" PROPOSED SILT FENCE PROPOSED AT ENTRANCE CONSTRUCTION -gs —ROOF LEADER ENTRANCE 01 TRANSITION 0 0 LP -.5 4� CAST IRON CLEANOUT "T" BRANCH WITH BRASS OR PERSPECTIVE VIEW BRONZE THREADED PLUG CONSTRUCTION EN"CE-FOUNDATION 4" CAST IRON PIPE 36" MINIMUM 2 x 2 /Sb V FE CONCRETE WASHOUT OF COMPXIED 3/4-STONE BUND OR N.Y. AM AS 17. MIN. PITCH GRADE FENCE POST LrLE� STATE D.O.T.APPROVED R.C.A.FILL 70 Ir _j ABOVE EXISTING MR . WOVEN WIRE FENCE (6 x 6 - 10 j 10 WWF�--, ce PLAN VIEW m FILTER CLOTH --- 8C CN :, LEGEND: O,C of?cly Stop SLOPE @ 1% PROPOSED BUILDING 8" ADS 7 1151-0't EMBED FILTER CLOTH MIN. 6" INTO GROUND E 0 R 0 A D f PROPOSED ASPHALT DRIVEWAY IVCt A4 ROOF LEADER DOWNFALL DETAIL CONSIRMION EN`IRWCE-FOUNDATION Or COMPACTED -0- UYVP//V/S 31,C STONE BUM OR N.Y.STATE D.O.T.APPROVED R.C.A. NOTE: 10 FU 70111-(Mh)ABOVE DOMING GRADE FOR DRQNAGE. N.T.S. SILT FENCING kDW2.) -1 S2 MAXIMUM DRAINAGE AREA n PROPERTY LINE StA4 1/2 ACRE 100 LINEAR FEET F- Iz IV 7- 04 P4 C CROSS SECTION PROPOSED CONTOUR jl�f� 7s so. DW SECTION DETAIL 11.0 EXISTING CONTOUR Q) 17- TEMPORARY CONSTRUCTION ENTRANCE E e,- 4 PROPOSED SEPTIC TANK ScNm NIS SILT FENCE DETAILS (D $CALL. NIS SOIL STOCKPILE PROPOSED SANITARY LEACHING POOL JAREA 500 SF ± 1 THICK REINFORCED 0 8 CONCRETE COVER CONCRETE SLAB FI0 PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL BELOW GRADE 2" HEAVY DUTY BAR GRATE, HOT E DIPPED GALVANIZED, 1.5- O.C. PROPOSED SANITARY PIPE L- — —— — — - - ----- E :3 SURFACE AS PER SITE PLAN E —D � PROPOSED ADS ROOF DRAINAGE PIPE Q) ANGLE FRAME 3/4- DIA. i_1°" HOLE 4" RUCTURE (SOLID COVER) 01 TIN FOR PROPOSED 8'0 DRAINAGE ST CONN PIN P r 0 —E— Itio,Jr40, L4J PROPOSED U.G. ELECTRIC SERVICE --40 CHIMNEY A A 9. E- PROPOSED WATER SERVICE ---- ---- POOL • W 20, k B.W.J RECAST CONCRETE POOOAfo Z� Iz�Q) PROPOSED SILT FENCE Ot co Ld rQ-)Q4 0 w-- EX. UNDERGROUND WATER ::j J Q- 0 12 N�� END VIE z EX. UNDERGROUND TELEPHONE �-1 0 1:9 C9 Cq 09 E;�l LAJIt 0 ---- ------ Z a 121 ED CEO m 1224 Li 0 8" ADS DRAINAGE PIPE L) 6" ADS DRAINAGE PIPE FOR PLAN -j 10111mom Lr) u m C��] [Ell TRENCH DRAIN ONLY. 6--3- NOTE PROP. SILT FENCE 6 z >1 0 4-1 4,00 PSI AT 28 DAYS AS DETAILED (TY, LO 1. CONCRETE DEPER ASTM SIGN STRENGTH ®® C9 191 C 4-17 2. REBAR ASTM A-615 GRADE 60 3. WELDED WIRE FABRIC ASTM A-185 OL Lu 49 47 C- O 011 N C. 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING 4-1 0 i < ®® 4-1 LIMIT OF GRADING 4" SOLID BLOCK 0 CLEAN SAND &----------- OMIT END WALL FOR INSIDE SECTION SECTION A-A GRAVEL FILL. GROUND WATER ,01 min TYPICAL TRENCH DRAIN DETAIL 2'-0" Mir. 8'-0" Diameter 2'-0" Mir], CLEAN SAND & ILL. GRAVEL F N.T.S. 0 TYPICAL SECTION @ LEACHING POOL (DW) Soda HTS 10' C/-) TYP GETTIDN UeAL-, VE., A NATUORAL_. 0 pj,!�TURBANCF . ..... y V- DATE BY DESCRIPTION APPROV. BY -FER RETENTIL7N Bur 4;7 C 0---,SAND BAG REVISIONS IMPERMEABLE Ct _ � / �/ O 46 SHEETING TOWN 0 IF SOUTHOLD A A SUFFOLK COUNTY, NY sow n .70 E Be SECTION -- --- ----- Inoo \A,/ A=A Q0 S 59* 23 THE FIELDS AT MATTITUCK 1:1 OR FLATTER OO O O OO SIDE SLOPE 192.89 NEW LOT 10 S T O R M W A T E R . . ...... CONCRETE WASHOUT DETAIL 1/000 V A• sr Q) *5 NSF C-� MANAGEMENT SITE PLAN E-1 L .-- S 62 CAROL C. KEIL N.T.S. CN 0 DEVELOPED 0 PUBLIC WATER Ck L. K. McLEAN ASSOCIATES, P.C. 0 LA 0 La CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS SITE PLAN -!1? Designed By: Sheet No. ANY PERSON FROM ALTERING MION THE DRAWINGS m 0 397 MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q 0 SCALE: 1 20' ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE SS N PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: IVIF Date: FEBRUARY 2021 Q) 0 20 40 DESCRIBE THE FULL D(TENT OF THE ALTERATION ON THE I <� Feet DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW swi n SECTION 7209-2). Approved By: RAS File No. 20099.000 1 SURVEY OF PROPERTY ON THE NIF SUBDIVISION MAP OF ` SZ(iMAIl1RE FIVE LOAN TR THE FIELDS AT MATTITUCK .. jDH�'PyNT ALE T� 'I 49, LOT 10 E aq coNcpETE RII V7AiTYE/�R�D .5///�0'4 IDE)I7) = 00, 00� FILED MARCH 31 2006 AS MAP NO. 11370 Q` E E -3 Rm'903,E ® SITUATE AT MATTITUCK " (�Q TOWN OF SOUTHOLD i. SUFFOLK COUNTY,NEW YORK / AREA OF PARCEL = 47,933± SQ.FT. OR 1.100± ACRES / 1, 1�r NOTES 1. 'MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. N • / 2. 'BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK',FILED MARCH 31,2006 AT / THE SUFFOLK COUNTY CLEWS OFFICE AS MAP NO.11370. 1 3. ELEVATIONS REFERENCE NAVD 1988. 1 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. / 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. � 1 1 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 01ACCORDANCEWITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE V /ffI / ANT r W 11 SHALL RNEWYOUN ONLY TO THE PERSON FORSTATE ASSOCIATION OF WHOMTHE SURVEL LAND YS THE SAID AND ON HISCATIONS BEHALF TO O / AG THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 1 on ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Ii 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY'IXCAVATION IS TO BEGIN,ALL N UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. \ / 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 1 / •Y 9. THE SURVEY CLOSES MATHEMATICALLY. LEGEND Q ............•• ELECTRIC MANHOLE .............. WATER VALVE ® • `` // ..............WATER METER D .............. CABLE TV BOX .............. LOT NUMBERS .............. BUFFER AREA TA110N d 3p. —T—.............. UNDERGROUND TELEPHONE ,A1URAL VE \il - NON RE1ENIUlop low, 80.70 .NEW ap , 00FFER . l 0 —E..............UNDERGROUND ELECTRIC IS1URIN 3 t 2 —W—..............UNDERGROUND WATER $ 59 ■ ••••••••••••••CONCRETE MONUMENT ® ..............PIN W/CAP SET !� NIF KEri C• 050528 O� 02/12/21 T.L.S.. Added property comer monuments set T.L.S. •��/ CAROL DATE I BY DESCRIPTION JAPPROV. BY CERTIFIED TO: LANDINREVISIONS 1.BROOKLYN TIMBER LLC Town of Southold 2�51�00, VI 2.FIRST INTERNATIONAL TITLEAGENCY Suffolk County, New York 6 Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP1 hereby certify that this map was made from an actual survey Survey of Property DISTRICT 1000 completed by me on 05/13/2009 and updated 01/14/2021. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 _ CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 437 SO., COUNTRY ROAD, BROOKHAVEN, NEW hYORK LOT 064.000 Surveyed By. KG/JL sale. 1'= 40' TAMARA L. STILLMAN,P.L.S. Il NYSPLS No. 50528 Drawn By. Gla Dace: 12io9i2o2o 1l L1111011-10111:lds 8 Mattituck Engr & Survey\Survey Dept\Drawings\20099.000 lot 10.dwg 6/29/2011 4+17 PM Tamara Stillman approved Hy. TLS Flle No. 20099.000 .. PRD ,2.STORY RESIOENCE . 4 BEDROOM D'.PTH ^' ENG R-40 IDENTw.) :. ... .;. "• .. .Tt': :::: 52.5 BROWN Sltm SAND SERVICES .. $ITE-t)ATA: .. EXCAVATION INSPECTION REOUIRED. ,a • SUFFOLK COUNTY DEPARTMENT OF HEALTH .' ... scT1t1: ,Doo-ioB-oe-oe, FOR SANITARY SYSTEM. . BROWN CLAYEY SAND Y R 1.100 ACRE :.. . FOR APPROVAL OF.CONSTRUCTION OR' SITE ARE/i . PERMIT. ,GENERAL NOTES: : .': .; SINGLE .. ... I\EJIDE . BY: HEALTH DEPARTMENT 12, w. 'S FAMILY NCE 1.. THERE ARE NO KNOM07.11'ELLS(/t8P:OR SHNLOW)WITHIN 150',OF PROPOSED SANITARY 5TRUCURfS.. ... 2. THERE ARE NO XNOV N STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS." 3. THERE 1S A WATER MAN AVAILABLE ON STANLEY ROAD. .: ... ". 4. PROPOSED SWARY SYSTEM IS DESIGNED FOR,A TOTAL OF 4 REDROOMS. .. . SURVEYBEARINGSSHOWNA E IN A NEW YORK STATE PIAN ANDRDINATE'SYSTELL tANG'1SLANO .. PALE TO BROWN D 1/24/21. .. EF. 1 YO. - - . DATE 1. MElISUAEMENIS ARE IN ACCORDANCE WITH U.S,STANDARDS. , A 1 L . 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD LBBB. :. . .. ZONE. \,� •., ."INE APPROVED .. .. . �"" R 21 0042 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014,11SG5 CMGP UDAR.POST SANDY FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION c 'B "' 5. PROPERTY SURVEY.PERFORMED BY L.K.MCLEAN ASSOCIATES.P.C.ON 5-13-2008 t UPDATED,ONFOR MAXIMUM OF 4 ,11-25-20 TEST HOLE BY MCDONALD GEOSCIENCE BEDROOMS DECEMBER 23. 2020 XPI RES THREE YEARS FROM DATE OF APPROVAL Q� \ NO WATER ENCOUNTERED C L V , I \ YPp� HIGHEST"EXPECTED GROUNDWATER ® EL. 0.50• \ \ '.• :VgrF� ��� TEST HOLE #3 PROP. U.G.; �P` •\ ELECTRIC SERVICE \1 �- - EX. 00' SUFFOLK COUNTY DEPARTMENT OF HEALTH,SERVICES 300. ... .. 5 - / Al1N LP\ - J \ J 0� t �� '0 T,1N•. \ PROP..U.0 I $ �,�? S• P+r-L FE'1�1p. WATER. I ¢R SERVICE pyo •� v 10. 1EFeT.NQ: ? S�; O PROPOSED B1IIDTHG .. : L.!.rttiltn 6 Hdb . q 4 8Fp -. 45 m PROPOSED ASPHALT DRIVEWAY PROPERLY UNE -®- PROPOSED CONTOURIX (;ARACfcryo 1300 1.1)--EXISTING CONTOUR 17)� `-- S 0.7S!!�- { Ei . PROPOSED SERVO TANK 1250 gallon L p,� - ►7"" . P1tOPOSED svmART tFAc1DNo Pool 8'x 12'ED PROPOSED FUNRE EO'A1MN SANITARY LEACHING POOL PROPOSED SAMTALY PIPE PROPOSED B'ADS ROOF DRNNAGEPIPE" I .. _ PROPOSED BY DR04CE STRUCTURE(SOLID COYER) -- PROPOSED WATER SERVICE '• a��,�,0' )4' �J"] �• . —��PROPOSED U.Q.ELECTRIC SERVICE EX UNDERGROUND WATE� EK.UNDUMOUND TELEPHONE \ 40 30 .. . LOCATION MAP SCALE: t'= 1,000' hh ON DISTURBANCE NATURAL VE s GETATION , i i N j 1 . / I DATE BY DESCR1PnON' APPROV. BY / RETENTIf)N BUFFER <7 \_ .... ; c-�`1•PI_A.;sT.f.�.�;�: `! " REVISIONS TOWW SO U HO LDFFOLK COUNTY, -78 7V THE FIELDS AT MATTITUCK 59 - J-- 192 LOT 10: PROPOSED SANITARY PLAN '000 SCAOL. K. MCLEAN ASSOCIATES, P.C..eV wlT CmGM.SPLrNEOW6A4A.SEN tURR./00061 10IL<7W•H714 SIveN MF/CFD Sc. AS NOTED o.D. aea�i SITE, PLAN " o SCALE. 1 MF .:DEC. 2020A w,ronmw , a.........e o.. PAQ rn.u.. 9nnoo nnn Sf'l F.F.ELEV.-52.75' ! .. . STOPPER OR END PLUG EXISTING ` - 106 a 15'OUAZIIE - GRADE ' • GRADE I ENCLOSURE WITH COVER FINISHED LOCKING CASTING.TO.GRADE - CONCRETE COVER SEE ATTACHMENT (s) . �y G IN lANOSCAPE AREA GRADE (EL 50.60) 50.80' i 20' 1' IN. 1' IN. .. __ � #►11-1•}7I— --- __ f 4' .. ... IT.,.T1 CONCRETE . (JJ'I1-U''l1 CHIMNEY CRETE 20- I SDR 35NIN. 4•DIA PVC SPE PITCHED MIN. 7 4•PER IT . MfN 4'O1A S SDR 35;!C PoPE PITCHED . INVERT(IN) 6•; 6' MIN- 1/8':PER 1' T . ELEV. 46.45' T-- --, -1 25• SUFFOLK COUNTY DEPARTMENT OF HEALTH' SERVICES CAST IRON PIPE SHALL INVERT(IN) INVETIT WALL Y EMEND THROUGH ELEV. 45.45' 8• ELEV. 449$n INVERT(IN) FOUNDATION WALL A MIN. T t OF 27. 5.0' 1 ELEV, 44,10' (EFF. DEPTH) 6•SDR 35 I . PVC DROP TEE _ - 4. 4 ! S<ANJW SECTION - - Smm BOLT fLAN I/V 1ffIL X8901 8'0 1.250 .GALLON SEPTIC TANK W/DOME W 0-m cow i 12•-D• um . 1. 1MTF WM CCtEMM M AMU AM CUM]OB OR ase s>mlocmons 2 MVD ruraa FON AA41f0 4t NS 20-44 x1CNfur . lO�OOq a FRgC A/0 WIOI AS•fWC6AC1UMD Or[OxC RAPID vRLrASr OR ASID[alar NOTES; 1.CONCRETE MINIMUM STRENGTH: 4,060 P.S.I. O 28 DAYS. 3.0' (MIN.) 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER 2 ALL FRAMES & COVERS SHALL BE. WATERTIGHT, INSECT-PROOF AND COLLAR sm LOCKABLE. M3.0'" ( 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT COUHR - EXCEED TWO FEET IN HEIGHT. (TYP.) _ 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I fI EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY.. R IS THE ` I cava om nuo ftT•'4• CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL BOTTOM OF POOL ovac -gA& AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ELEV. 32.43' 16MIN.PENETRATION INTO AVIRGIN STRATA OF 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL SAND 4 GRAVEL " COMPACTOR AT V LIFTS. - 8 CONTRACTOR DISTURBED AREAS. 'BE RESPONSIBLE FOR RESTORATION OF ANY ,eta a He m BACKFILL.MATERIAL CLEAR SAND AND GRAVEL 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH _ m w n" CLEAN FlLL'MIN. 3' AROUND AND BELOW SANITARY STRUCTURES, 3' MIN.ABL H GHEST EXPECTED G tOUJ WATER 4><ru•o"m ffI1VO1 TYPICAL LEACHING POOL- ' � ,TYPICAL CLEAN OUT DETAI HI_ PECW7E_1ampLe05 _________ ___�____—__�_�� _ _______________�____� _�____�������� -___v_�___ L Nil I LOT 10 SANITARY PROFILE N.T.S. DATE BY DESCRIFRTON _ APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT.MATTITUCKO LOT . 10""SANITARY DETAILS • L'K. MCLEAN ASSOCIATES, P.C. - .. - .. 2� CONSULim D"I m 477 SCUM CWNW M MOOKKANEK fan Y=11712 . - a¢amuvni ms arovwn® C SMa1.Ho. ,.,.ax.nw+�w.o,•n.c a ns eio•m ` 0 7 / Dfniga•d BY: .Mf/CFD seole: AS NOTED - wv ix rooms s�npv wan 7'l'. DEC. 2020 �SQZ MPfa+��. ' RAS FC•Tia 20D99.000 i SURVEY OF PROPERTY LEGEND ON THE OE . •......••••••• ELECTRIC MANHOLE - SUBDIVISION MAP OF •......•••.... WATER VALVE Tp 4B•7X Ir. qsp THE FIELDS AT MATTITUCK ® ••••••••'••"'WATER METER ep''94 P�Lf NT STANLEY ROAD I 49.1 Q CABLE TV BOX `� !PRIVATE ROAD 50' WIDE, - TC LOT L O �`1 E F��f OF pglEy TC 49.2 EP 4B oo' FILED MARCH 31 2006 AS MAP NO. 11370 ••••.......••• BUFFER AREA ' eoNCREr �vr EP 48.8 �30oQot ' —T—.•••.••••••••• UNDERGROUND TELEPHONE �, E CURB RIN=4503 © E E v QT " ''TELEPHONE MANHOLE �� '/' 9Qi _` pp�_95,2�� SITUATE AT —E—••••••••.••...UNDERGROUND ELECTRIC MATTITUCK —W—•............•UNDERGROUND WATER � ; I TOWN OF SOUTHOLD . .•.•••••••••••CONCRETE MONUMENT I SUFFOLK COUNTY,NEW YORK ® ........ ....•PIN W/CAP SET I T.FEL. ••••••......••T17P FOUNDATION ELEVATION AREA OF PARCEL = 47,933± SQ.FT. OR 1.100± ACRES x44.5 SPOT ELEVATION / b TC ..............TOP OF CURB I 1, EP EDGE OF PAVEMENT I NOTES I 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. "90�- 41.4 / C415 9.4'� 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK FILED MARCH 31,2006AT rx^ 41.6 �3 THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. T.FEL.51.5 3. ELEVATIONSREFERENCE NAVD 1966. OUNDATIONUNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEWYORK STATE ata EDUCATIONLAW.415 5, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND ,/\ /► (((///.,tA/tA'A^III 1///1 1 SURVEYOR'S EMBOSSED'OR%NKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 1 1 d l/`. �� \ 1 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN �Oc \ LOT 11 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS (►� / \ Val SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO LOT 9 THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THEASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. .d{.9'F ren.' \ i T S•_ „•, •, z;_ !, '•, ,1 !,. \ 17, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON n1 THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. A F R 8 2021 9. THE SURVEY CLOSES MATHEMATICALLY. JE�TA(IQN \ter+\\ 30• • / RBANCE NAtUH ffER88. 0 NDN �1STU RE1EN110N S 59.23'00 P,��`Of NEW Yo /v .per • 'moi/ O��, KEIT DATE BY DESCRIPTION JAPPROV. BY GAR � 050528 Z) REVISIONS / 2.51'o 01 � F L�4N0 � Suffolk of Southold / Q uffolk Count , New York S 6 Stanley Road go Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual suivey FOUNDATION AS—BUILT DISTRICT 1000 completed by me on 04/05/2021. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 / CONSULTING ENGINEERS & LAND SURVEYORS BLOL'�” K 08.00 �� 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK 064.000G' sheet Na. TAMARA L. STILLMAN,P.L.S. Suneyd By. KG/JL Sca,e: ,�- 40'Drawn Byi DM Date: 04/06/2021NYSPLS No. 50528 Fields P Mattltuck Engr & Survey\Survey Dept\Drawings\LOT 10\20099.000 lot 10 Fnd AsB.dwg 6/29/2011 4117 PM Tamara Stillman approved By, TLS nie No. 20099.000 SURVEY OF PROPERTY LEGEND ON THE O •"•"'••"'•• ELECTRIC MANHOLE SUBDIVISION MAP OF •............. WATER VALVE TL.49.7X THE FIELDS AT MATTITUCK 49 ASP ® '•"WATER METER G� f`A494 ayVeyENr STANLEY WGAD t 91 DT 10 CABLE TV BOX E EDGE OF PA(ERrNATE ROAD TC49.2EP 4' o 001 FILED MARCH-3 102006 AS MAP NO. 11370 •.••••.••••.•. BUFFER AREA y 'YCRET EP 48.8 ,3 . . . �/P /9� ` CG E CURB RIN=49.03� T E E ND SITUATE AT OT ""'""•"'TELEPHONEUMANHOLEPHONE L5,271 MATTITUCK -E—••••••••••••••UNDERGROUND ELECTRIC I -W—•• •• •••• UNDERGROUND WATER I Y TOWN OF SOUTHOLD ■ I lW • •••••••CONCRETE MONUMENT I iA 1SUFFOLK COUNTY,NEW YORK ' O •••••••••••PIN w/cAP SET '> x44.5 ••••••••••••••SPOT ELEVATION - e� o o. \'11 1 n ,� REA OF PARCEL = 47,933± SQ.FT. OR 1.100± ACRES TC ••••••.•••••.•TOP OF CURB � I AUG � � -�EP ••••••••••••••EDGE OF PAVEMENT 202 _ ._. I`O i DECK/ VOOD I '1- STEPS PIER I \ 1 ROOF is BRAIN VOOD PA _ VER VALK `\� R1 i3UiLDii\1G DEP Pl£R r— £LECTRIL^'Z N V'6 air:`,01,11 . 4i �GA \ --- ROD- Ra IRR.BOX 39.2' — T��' 4 18.9' n k'd 134,` -800E_0YEB VfN. 97, '7.1' 0 22.9' I ' VELL 1 d, FF EL-5a..92 ROOF DRAIN EL EC WOOD I N IQ 1 C, PANEL STOOP 2-T MR FRAME a i= i 1 NOTES 3s' HOUSE d GARAGE U E METER I �! I I71J POSTT ROLF DRAIN 1o' io 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. H 3L0' - h F- ---- 1� PDX Ea P. _ __ 35-- p ON CONC.PAD ----- _ RODE DRAJY_F 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK"FILED MARCH 31,2006 AT EDNC.RET. 5A GA THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. � MASONRY Pq TIp STONE ��� 5'ALUM F£. X36.2• STOOP BB.6' RDOF BRA �� ✓IN. VELL ���� 3. ELEVATIONS REFERENCE NAVD 1988. CONI. ELLAR b' 39.81 ENT. LOT 11 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND ��. IN-GROUND SVINNING POOL W 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE 61 EDUCATION LAW. LOT 9 111 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. MASONRY PgTIp ' 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN O N ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE y NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS /. SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO / THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO \ \_ _ / /• ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \ LtNdF//TAS 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS,BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BYTHE t zAIA'I;INK FE. EDGE 17F VOOD, RESPECTIVE UTILITY COMPANIES. B. RIGHTS-OF-WAY NOT SHO WN ARE NO T CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. URAL JETAt10N 0 30' �r�' NcE NptU reR .�� � % NDN .0s. T'JR5A BUF •23100 4I �.�Q �� L. Sr/ �? 5 y9 KEIU ,192, 05a8 8 Nig! n �O !! DATE BY DESCRIPTION APPROV. BY REVISIONS L CERTIFIED TO: A • i W Counsel Abstract,Inc. Town of Southold 2.51/p0 Core Title Services,LLC Suffolk County, New York S 6 I First American Title Insurance Company Stanley Road �. The Gnessin Family Irrevocable Trust Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP Rebecca Gnessin, Trustee Final AS—Built Survey DISTRICT 1000 , SECTION 106.00 I hereby certify that this map was made from an actual survey L. K. McLEAN ASSOCIATES, P.C. / comp/et d by me on 04/05/2021,06/22/2022 and 07/25/2022. CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 _ 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 064.00001Sheet N. Surveyed By. CM/NR Scale: . 1'= 40' TAMARA L.STILLMAN,P.L.S. Drown By. GLB Date: July 26, 2022 Il S+\Shared Wfth Me\Pro•ects\20099.000 Fields 9 Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 10\20099.000 lot 10 Final As-builtalwg 7/26/2022 122 PM Tamara Stillman NYSPLS N0. 50528 Approved By, TLS File No. 20099.000 Il ll . . .. ., _ ,. . - - -,t , I 11 , - : SURVEY'UF PROPERTY �__ ____.__. _ , ON THE' -'• - t " . 1. LEG.EI✓D STJBDIVISION'TVIAP OF -."'� _ . A` c n E�'ral NH;,zE ','`••� EL z< `\\`\\� - h\„ WATE A .. - .,.,1. ,. =_.- - '.•S',{yam , r i THE FIELDS AT-MATTITUCK I ` _ , " .. ..,, _ - - '9b , . .. a zi '^ - • " �. r LOT 10 P1. - = '_ :,;: -� �` ear LSD - , , . ,,. , y�' �Y7 r _ ... v__ =;w-„�- o C Tv ,F �MARC I 3'1,�00b A S MA F''Nd. 113 70 �4. ��' '�.. ✓, YP,'P�(:,,,� �, "/y_",,'--. ."-'�.-�,.`+-..s-�.,_•^."'SDG^•„ , J...., "AIsL.• , I �, ,. ' a`� l�n. r� </ (.bW 1 �7J7YtJELL . 1ZJ i - ,SIT;tIATE AT , w �': . vairH aAs.N r� p +.1- S �,. fNnc�D,Nb TELEPHONE 1'1 1 "F i ``J i' v. + . 4. IID',QD' 1. 'TE'LEPFIhNF. NAN!-ddt£I - '1 lJ YV 1V �1- IJUTi71;/ =moi "�': L.. ekGaiTu o L c rizrc s7rr,, -E --, UND E' ORNN S.L7 i OL1 CC)tJN 7" ' _N1 V YC RI . F. -1. „ .. h A "U'IlE'RGRUUNa.W rt_'a d f' �' i✓ h `� DW. ,a t ..! -.. •1:, - -CL7NC`cETE"7•;f.INU!`fttiNi - CE1 F' , rA O ,7' 93 � 5t.,�T. C, '1.1nC� A.C�C5' . . !p. , ;;',,... ,. ;t;. 5K ptN iVrCAP SE.T t / 1 Nt77 r S' _ n _,. . I: „ .._... ._.0 1 . . o-' , ` anti - (tAEASUREMEN i SAKE/V ACCORDANCE tNTTFf U.S,STANDA DS b e R d t Sf /' t E, - J . �' /_ 2, BEARINGS AND DISTANCES 5.'IOta9V O THEFlELD - K"FILE 'h+ . i ru 43�.• A Sr N S A7.MATTI C;,, D .A4CH 3,2006 A7 z;Q. ', THE UFFOLK CO m t" -- S UNTY'CLERKS OFFICE AS MAP NO,1,9376.• , . - �r W ,., CO ,. - - • ,.?; e„ :,., >, .. , - :. ..' V VD S1` B ELE ATIONS REFERt N ENA 9988.' 11 , , , ^ . , , - 1. I'> - - I� ., . : ,,,' .,. , 2 J•�a. A• :'UNAUTHORIZED ALTERATION OR ADDITION TO A'SURVEY A4AP.BEARING A LCENSED LAND_ ,,':. .' a.:. °� NOtSECTIO DIVfSION F ST sty. d AS-BUILT SANITARY SURVEYOR'S SEAL IS,AVIOLAi16 N 7209 SUB z D THENEwVO(2K A'PE ,. . _ • 11 ., •' "..'• " - - ,,, CDROp�r . - DISTANCES7TROM Cn� ..._RNERS OF BUILDING' ., EtiUGArinNLAW , , I UN" A. :., r ,,r. _ ":" 'l L BASF k SHfp; _ , A, ,. -B. r,"o. - - F'# ANT 5; ONLY COPIES'FROM THE ORJt3fNAL OF THIS SURVEY MitRitED WfTH AN O✓71iNAL"OF?W 1 r1ND ..' t W.. $?.7g bW�; ST 79' 19' -,CENTER O.COVER. SURVEYOR'S EMBOSSED'OR"INKED"•SEAL SHALL BECbNSIDERED:TO BE VALID TRUE COPIES. , �- q" �'� ' o,, a,`.-;.; `,. .;', >; ;` a`.: LP' '2S' 32' 'CENTER OF CRIER ,. ,,:a.. t „ L-D HEREO •�, . -_ ,: _ ' -' ,., ,. ,,r _- „ R G. CERTIFIC 11 I . lND1GAT" N SIGNIFY rHAT THIS SUl3VEYWAS Pt2EPAAREO tN 11 - , /'' `r' ' ;••"'. .. THE EJ(1STm CODE OF'PRACTICE,FOR LAND SURVEYORS ADOPTED BY THE. t' ACCORDANCE•W1TN 5,`; I "I t'jI �`�1\'rn/' /:;' - • - NEW YORK STATEASS_OCIATlONOrPROFESSIONALLAND'S(tf�I#YORS, SAIDCI RTIFICATIONS, _ 11 E PERSON FOR.WHOM THE SURVEY M PREPARED AIJL>`ON HIS BEHALF TO SHALL RUN ONLY�TO'TH 4; - ," - - )NETITLE Q0114PANY,GOVERNMENTAL AGENCYAND LENOING,INSTITUTION LISTED HER86N AND` 'w,a •; ,', t�rynry 11 r - ` - . • & ` .- , TO THE ASSIGNEES OF THE LENDING INSI'17#7ION,:CERT ,AT IONS ARE,�NOT TRANSFERABLETO . - 11,,�,t /11 L J ADDITIONAL tNSTITUT1. IIONS.OR'SUBSEGTUENT OWNERS, " AUG°: , J ' - z� ' - . ., ' il l .! " - •J, 'UNOERGROUND UTM ITIES SHOWN ON-THIS SURVEKARE FRtlM UTILliY MARKOUT LOCATED ON- u °:" "t E . < � y !'' 48 , - THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL . v:' _;'.�UEI-OIC O LIEF1. ' 'UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,-SIZE AND-TYPE BY THE 11 c•TQ �, RESPECTI JE UTILITY COMPANIES .. , „'. . -,.•. " RIGHTS-OF-WAY T ARE '. Ld • �V '' B. RIGHTS- - 1'NO SHOWN NOT CERTIFIED Wi, r; , h , ,9, THESURVEY.CLOSESWATHEMATICALLY- c 7 :\ - - t: �' t�<. :<".,. I.ti r, , a2 .. , ' -. -• _.. .. ,, .a,: 1XZ ,i " - ,, , ,; . (' - - aS , - 1. 11 <. • - • • ' ' a If . „ . ,r' ,. ? - . ^'1 .. - - n . c �: �., . - n; , _. „_'..";. " � -- •,, ,. F2AANCE NATU(.A- ,V : . EGETRTIQN , : „ NON 4DIST. . . , / T DN BUFF ER , - " c. / - REtEN T ' ,. , 1. 1 . z11 I - 11 I ,. _ , , . --."- - 8,.70 - - , ' - �, ' , .•... _a. , . `,: =-== , , ,19E,8, . . , , . SUFFOLK COUNTY DEPARTMENT OF HEEALTH BERME E$ , . .',';,< M �:�^""'.�,'w Q AF'PI VAI I l�! :- 51:'0 KEIL: Q O CONSTRUCTE �,ORDS F OIC a .'': , .. 7/,71/22 ,MF AS P 'CRMM£NTS T .7 _ 1' :•=•-_ -, '_ -,. ".. CARD4-'C. A S I N 071. FAMILY .RA£D 9/7.9 CFD, I a11 �1OE bnTe ar REscaiPrtoN . fPPRD/. ar , Pi1gLTD wA1ER, - I Gi, Im - Rat nzazz t-{S 6 R-zi-ooaz S.0 REVI NS SITE PLAN, TOWN' `QF SOUTH.OLD ,•SCALE:•1"=-aR' is ,SUFFOLK,__._._. ..: - „ - , :, =° 1. :..:. The sewage disposal and water sv,pply tacilit s,pit this.kscation 6ra�e 4a ae - --- ___. ___..___ ` :> .. • • ins ected and/or Certifies!b this Der>artt�tenl or oth r a. .ence%and found t lK CQUNTY.-NY 1. c'; ' -', .Q " �' , tD be satisfactory FOR A VNA}I€dtll4�i(2F',..,_,L.____E�f�F�Cl6Ot��tS. __ I THE FIELDS AT MATTITUCK -, .., _, a "I- f ::c c. r F, , - - L ;, , ,,r - LOT 1.0"'SAN1TAftY 'AS-BUILT , _ /� OF -. . , .;r 3 , _. _ h� cRal F .,ci'�i ... /h'';*L $T<< ,5_ - . PL4N` ` SUFFOLKCOUNTYREAL PROP:ER.TY.T,AX MAR- - . _ J_' ��� - ",, -- Office of vvastewater management :(70 l j. • *�1 L. K: M6IEAN'ASSOCIATES P.C. N DJSTRICT 9000' `, ��14 '-CGNSULIWG ENGINE� 11ERS I so mf c. . ao,;RWMIAW0,atvi'YNK 17719, D [) , ` ' • - - -z w_g tILW W t 11E 911iE'Cf 1\i t0,et 9f,Y. • ' ' . . - � _ '. SECTION'`:,106.00 , �: - -:, - - - - - , - a9A na sar 0scap�a""'Eix t Q; D619ned Dy:' "MF�CFI) i:•-�"",7 She. No. - _ - - -umcn,�e.tea.�nam - - _ sos2e p §core:- ASNdTED'acocK, '°os:oo? ,..,, . o I -I JU ..=,,,r, �: ." - ., , .: as six- s-uie�cwRa.>s - Crown Gy: _MF Date: JUNE.2022. tOT• 064.000:.,- :.r.i1. " ``.,,a„�, m LE9lNYKp034D.- tAtv95" c,, 11 , ,, ;': `:, , : .',: u>xs; -_-' tac"orad`e: RAS Fe:Nn..20099'.000 . . , . r; ,.. � � :SUFFOLK COUNTY DEPARTMENT-.OF.HEALTH SERVICES r I I w W TOV4N COMMENTS z ' ' THE I - ZENITH ' ' � 11117 ED AS NOTED z DATE: __hjB.P.# �" v COMPLY WITH ALL CO S �o FEE: PY• A QUAL I TY NEVq HOME MODEL. BY' NOTIFYBUILDING LcPARTMENT AT AEW YORK STATE TOW C _ CORP. 765-1802 8 AM TO 4 PM FOR THE S REQUIRED AND O^JDI INS OASIS AT MATTI TUCK, CFOLLOWING INSPECTIONS: � 0)1. FOU DATION - TWO REQUIRED — Z FOR POURED CONCRETE c 1i T �L_ TCVI'ti F! O 2. ROUGH - FRAMINC & PLUMBINGO 3. INSL LATION u N TR' I S cv4. FINA - CON;T PT_1,;T!ON MUST BE COMPLETE PC-: C.O. (V ALL C NSTRUCTI 1N SHALL MEET THE REQUIF EMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAW UL WITHOUT CER I��C, • TC � RETAIN STORM WATER RUNOFF WITHOUT OCCUPANCYt�✓ PURSUANT TO CHAPTER 236 OF THE TOWN CODE. } PLUMBER CERTI FIC I TION ON LEAD CONTENTE EFOR CERTIFICATE OF OCC PAN PLUMBING SOLDER USED IN vv 4 TER At LPLU1*11BING WASTE SUPPLY SYSTEM CA'VN0 & WATER LINES NED EXCEED 2/10 OF 1% "_Ef�� All exterior ligfm T;�T NG BEFORE COVE-RING installed, replaccc t repaired shall corT ;m 111 11111 h1h R'UGc;rLACAf'?®INC REQ,,, of the Toto wn Cod er 172 EL . CTRICAI� INSPECT ON REQUIRM D4 NOT PROCEED WITH ��FOUNDA.T10 SIL SURVEY RAIJING UNT - - - - - - - I - - - - - - Must provide Manuals N L0CAT10Pj G D, J and S as ger HABE':PJ ArPPROVErl NYS Energy Code 44 E?o�hfer ��n. o and cja?Cj,j,,-nr r testinglu m w � I I U I W� gu � wm zZ 8 Z < 't FINISHED SECOND FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ Q (i1 < = �0 z v — --1 y— J W - - - - 11-1 az 4Lo z R0@0 FLOOR AREA TABLE U 0 �� > � Q W- FIRST FLRn/ Q } SECOND FLOOR ,515I112ci 5f < 4 Q GARAGE 585 5f Q BASEMENT 1,406 5f Z PORCH 66 sf N ° TOTAL LIVING SPACE 2,502 5f O CONDITIONED FLOOR AREA 5,Q08 5f J� (INCLUDES BASEMENT) FINISHED FIRST FLOOR o _ _ - - - - - (INCLUDES ATTIC,4U BASEMENT42,555 cf .t,��� �; ;P•,p AV FINISHED GRADEpit a r° ".. � \�{',.''►►!+� fir,-,k". .4 i I I I I I I I IS INDEX TO DRAVll NQS '} �Iy✓�it . §,tf t Kr tg p# C — — — — — — I I i I I DRAWING No. rY�s+t�A Rp�d — _ — EVATIONS A ELEVATIONS2 DE141VEREDFEB Q g FOUNDATION PLAN A-5 2�Z1 FIRST FLOOR PLAN A-4 2nd FLOOR PLAN A-5 p � — - -I - - - - - - - - - - - - - - - L - - - - �--_1 - - - - 1 L_ - -1 WALL BRAGINO 4 ROOF PLAN A-6 - - I - - - - - - - - � - - - - - - - - - - - - - - - ] — � - - - - - - - - - - - -1— � - - - - - - - - - - - - - - - - - - - - - - - � NOTES SECTIONS 8 DETAILS A-7 O � 5 A-5 d) TJI-DETAIL5 A-q 6 ` f 00 7 z l� m °oo O � d) FRONT ELEVATION SCALE: I/4" = I ft ~ O z 1ZL1 °o � IL 0 N < �— o z LI w OL T < z I— °- < -1 v_W o= I � o � m DATE: FEBRUARY 2021 e COVER a ELEVATIONS DRAW 1 NO NUMBER z O v z O O LU z z `� O - - - - - - III HIM III IIIII III III III HIM III 1 111111 - - - - - - - - - - - - - - - - - - o �-- tu lu Q uj .. . . . . MET z V O Z Z 4,t d� za — — J1OZw p tl� <- T- O �z � �z �Ul _' m � < REAR ELEVATION � O � o� �< 7 XQ SCALE: 1/4" = 1 ft N z < 0 Q Rn4 eper tef, frZ AE�.lVERED FEB 0 9 2021 0 J 0 5 --- 12 12 z 0 0 �- 8 - - - - - - - - - - - - - - - - - - - - _ _ T12 LU Q E3 E3 E3 EEI— EE] E3 EE IM— 11A tu z - - - - - - _ _ 0�0 - - - - �- � -1� � 0 ® < OL 0- - Fr=77Fr 1:113 ® � 0 El El oW O IL o O m J DATE: FEBRUARY 2021 SIDE L Y T I O N SIDE REAR $ SIDE ELEVATION ELEVATIONS SCALE: 1/4" = I ft SCALE: I/4" = I ft DRAWING NUMBER A === 2 A 235# ASPHALT 5HIN6LE5;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE [Rc105.2.61 F_ O No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER> 4:12 2x8 [UG35] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED 1/2"(P x 4" 6ALV. LAO SCREWS AT 16" O.G. 5TA66ERED BITUMEN IGE SHIELD BARRIER (Rc105.1.21 0 [R507.2] 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < ,5:12 5LOPE5 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES 1/2" STRUCTURAL PANEL SHEATHING [R&03.21 35'-0" 2'-0" 3'-6" IL R-39 CLOSED-CELL SPRAY FOAM (5PF) INSULATION (� 0 .. W 5-6" 14'-0" 6'-6" 4'-6" SOLID WOOD BLOGKIN6 � r (V P.G. FT6 N - - - - - - - - CEILINO JOIST QQ BASEMENT ENTRANCE STAIRSDRIP EDGE CIA 8" REINFORCED CONCRETE RETAINING WALL �(2)-2x8 P.T. GDR+-O+- _ I 1x8 WOOD FASCIA IF #4 REBAR AT 12" ON-GENTER EACH WAY - J L - J L DECK LATERAL G NNEGTION [R507.a. ] 1/2" 6YP5UM WALLBOARD I ' _ (1 STANDARD HOOK AND LAP INTO 16" x 8" P.G. I 8: SIMPSON DTT2 i SOFFIT VENT Ll- FOOTING. 2" MIN REBAR COVER H o DEGK INSTALL IAW MANU AGTURER'5 SPECIf IGATION3 DOUBLE 2x TOP PLATE j VINYL SIDING. ATTACH THROUGH RIGID R .z ABOVE (TYPICAL-2) MINIMUM 24" LAP SPLICE LEN6TH [R602.3.2] ' INSULATION TO WOOD FRAMING PER II 1z MANUFAGTURER'5 INSTRUCTIONS FOR HIGH-WIND REGTI O_ _ I SULOAS RAD (TO EXPOSURE BI) OR 40NIMUM pf f +1137 rt - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - i (EXPOSURE G). _ _ __ __ __ _ _ _ _ _ _ _ _ _-_ -_ _ _ GONGPLAT� r 3°24 SLR - - - - - - - -- - - - - - - - - - - - - - - - - - - - 3024 SLR , I AND STEPS I 18 it I I N I R 5E S - QO I EMERGENCY ESCAPE +t RE50UE OPENING I I # DRYWELL I I [R310] PLASTIC HOUSEWRAP INSTALLED OVER FOAM 4'-3" I INSULATION. INSTALL AND TAPE ALL 5EAM5 PER - - - - - - - - - - - - - - - - - - - - -I i- - - - - - - - - I 3°68 i L - 2x4 WALL STUDS AT I6" O.G. MANUFAGTURER'5 INSTRUCTIONS [R703.2] R-15 UNFACED FIBERGLASS BATT INSULATION _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - -_- - - - J � - I R-51-INGHTHICK EXTRUDED POLYSTYRENE (XPS) O 7 r BASEMENT I 1/2 GYPSUM WALLBOARD RI61D FOAM INSULATION. INSTALL U51NO _ ' I I I I 4" P.G. SLAB I GAP-HEAD NAILS WITH A MINIMUM 3/4" 1 d 2x8 PLATFORM `? R-13 2 CLOSED-CELL SPF INSULATION PENETRATION;SPAGED 12 O.C. PERIMETER AND 1 1 I I iv (ALSO AT RIM JOIST IN SECOND 16 O.G. FIELD. 1 1 - 6A5 WATER HEATER � I FLOOR PLATFORM - NOT SHOWN)A. O. SMITH I I � I/2 STRUCTURAL PANEL SHEATHING -�'p GAPTYVT � 50 gal HW I I 200 NOTE' AI 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE HOLDDOWNS ARE N I i- - - - O 3-1/2"d) STL COLUMN 2x BAND JOIST I I o k I I NOT REQUIRED FOR6"x1x12"A/2" TOP PLATE I '' m z I I I I 5 TH15 PROJECT. N 12" 2"x3L/4" BASE PLATE - - - a 2x6 PRESERVATIVE TREATED SILL [UG2] tL w 1 1 ® ON 4'-O"x4'-O"xl4" DEEP P.G. FT6. I Q p 0 I I I 1 ® l� Z w/#5 REBAR AT 8" ON-CENTER EACH WAY iV x FLOOR JOISTS Q I ( __ __ C� x N(TYPICAL-4) I I - N OVER SILL SEAL COPPER TERMITE SHIELD P.T. LEDOER C, I I 1/2"(P x 4'" OALV.]LAO 5GREW5 I I I ` 1 I . (L EXTEND 51DIN6 TO WITHIN 12" OF FINAL cV I I p Q I I I I (3)-1.-15x11.8'15 LVL GDR AT 16" O.G. 5TA66ERED I O I - (ENGINEERED DESIGN) - [R50-12] I I I 2xb'-J-I- - = WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS DOUBLE FRAME - - - - -1 I IAT I6'} c� Q N [R403.1.6] AT STAIRS I I I I I I I i I m MINIMUM Ya" dia. ANCHOR BOLTS SPACED NOT Q I I 1 GREATER THAN 6 FEET ON-GENTER EMBEDDED _ __ I_ I _ I ;------- I _ I -- I I I J I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE -' UNEXGAVATED ;__-- - -- - - -- -- -- -- - -- ,__-- -- -- -- ----_ --- -- -- GELL5 OF CONCRETE MASONRY UNITS. THE l l BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD = I I I BEAM POCKET I ( I I I I I I 3 0 OF THE WIDTH OF THE PLATE. A NUT AND (TYP-2) L - - - - J I WASHER SHALL BE TIGHTENED ON EACH ANCHOR �- I I'-8" �' - - - - J 10'-4" L - - - - J 8'-10" L - - - - 8'-10" I BOLT. THERE SHALL BE NOT FEWER THAN TWO m I11-- BOLTS PER PLATE SECTION WITH ONE BOLT p a In Z iV N I I - LOCATED NOT MORE THAN 12 INCHES OR LESS z H p N W 11 THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH u z lT Z END OF THE PLATE SECTION. WALLS 24 INCHES p- } N w0 } z Z <,t O W I( I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT D IN THE _.j0-z fQ ,^ _ Z w I T ('30 I I I I FEWE 13 z CENTER THIRDTHAN ONE GO HHOR E PLATE SEOLT CTION AND S N v �- SHALL BE ATTACHED TO ADJACENT WALL p Q v m v a z W Z f- Z a 0 I I Q PANELS AT GORNER5 A5 SHOWN IN ITEM Q OF N U V Q O LU O I I TABLE Rb02.50). Q -Q- -�i p- J @ () I oQ I i N � I I I I o Uj < Q-► OAC I I u� I ( x NI I I R-11 BASEMENT WALL BLANKET INSULATION O O 0L tY O .•• - - - - - - - - -- - - - - m I I I < T �_j o� o} z o I I Q I I - N N I I P.G. FOUNDATION WALL w U_ d) U- CIO -7 Q CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 w w R - - - - - - - - - I I I = BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY - O O L- - - - - r AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL w w N - - - - cq ( I 8 P.G. FOUNDATION 5TEMWALL UPON I I _ - cv I L_ - - - - -- - - - - - - - - - - - - - - - - - - - - _I m I I I I 16" x 8" DEEP CONTINUOUS P.G. FOOTING I I STORY [TABLE R404.1.20)] O 'C - - - - - - - I I p EXPANSION JOINT t- ;) -� i= - - - - - - - - - - -- --� I ' DECK I - - - - - - - - - - - - - - - - - - - - � I o Q N Q ABOVE I 4" P.G. FLOOR SLAB - - - - - - - - - - - - - --- - - - - - --- - - - - - - - - - - - - - - ry2x8 [UG3B] P.T. LEDGER POURED GONGRETE FOOTING I(2)-2x8 P.T. 6 R4+_ __ I I/2 m x 4 6ALV.LA6 50REHS AT 16 O.G. ON UNDISTURBED 501L [R403.1] . .A 5TA66ERED [R507.G] '�'�: ," •�. (f r a'=l - _ 6 MIL POLYETHYLENE FILM4- CONTINUOUS UNDER STEMWALL • '', �� P.G. FTG `r w.,.. .� .,,•t� r f, r.-:. 2" 22'-8 12'_4" 2 10'-O" -10. TY 'I OALNALLSEOT I Oi17' %L SCALE: NTS .,r+.r._,,,74�tf ryf�.g.sar.gMR•E�n",., ,Y.. .*4. 8" DE)VEREG FES D 5 2021 • 71'-6" 4"x4" [UG45] PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE ANGHOR ON Q 12"�P x 6-0" HIGH P.G. COLUMN e4ITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM MAXIMUM SUPPORTED LOAD AT 7'DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) A (ENGINEERED DE516N) A-7 >r O O FOUNDATION PLAN SCALE. I/4 - I ft - Id °O X 1- a N �- LL z 5TRUCTURAL DESIGN NOTE ul v Q- � Q v Z In accordance with the 2020 RGNY5; structural �-- HINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and ~ (L < -1 �j No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and Qirders that: I- .^ WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS g 0 V 1 N Oq _ A UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and v W �LI B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE .V !L O C UNITED WINDOW 3900 TWIN 3050VA 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE A 2) are not contained in the prescriptive design O = D UNITED WINDOW 3900 TRIPLE 3050VGA 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNY5 IL I- E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 41)O F NOT IN PROJECT F were designed in accordance with � m G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 with 2018 supplement. p H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sfJ 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sfi 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as Halls and fenestration J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE that: DATE: FEBRUARY 2021 K THERMA-TRU FIBER-CLASSIC FCM651FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads and • L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sfi CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17,8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN $ N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 m NOTES INDEXED TO THE 2020 ENERGY GONSER\/ATION CONSTRUCTION CODE OF NEW YORK STATE H RI01.5 COMPLIANCE, This building was designed and shall be l0'-8" A constructed to meet the 2020 EGCGNY5. Both REScheck N.S. MAJESTIC QUARTZ 32 DIRECT Department of Energy) Z and REM/Rate (Norelco) computer P-� VENT GAS FIREPLACE. software was utilitzed to demonstrate compliance. All INSULATE 8 AIR-SEAL ALL O i mandatory provisions of the 2020 ECCGNY5 - Residentlal CEILING AND FLOOR OF V THE CHASE. INSIDE WALL Provisions are in force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS SURFACES SHALL BE RI052 2 WRITTEN STATEMENT, To the best of my knowledge, FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.a] 5HEETROGKED AND TAPED. O �- HALL 1L, - CLOSED-CELL SPF belief and professional judgement, these planENET s comply with the d t (ID ( N �� FIRE5TOP5 SHIELD5 SHALLBEBEIGAULKED W Energy Code. Furthermore,as a R5certified rater . . WITH CAULK HAVING A 300° F i No. 26143411), 1 certify that these plans comply with the Home ATTIC PATHWAY FOR 50LAR ELECTRIC [TIO32,1 DECK / MINIMUM CONTINUOUS EXPOSURE Energy Rating System (HERS) program. A signed certification INSTALL 2"m VERTICAL SCHEDULE 80 PVG CONDUIT 5/4x6 DECKING ,( RATING. COAXIAL VENT HAS U1 --- of compliance with the HER program (NERC will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS JJJ OUTSIDE COMBUSTION AIR of the constructed building to demonstrate compllane. OR GAPS AT EACH TERMINUS [E3802.3.2]. INTAKE. i''10 36 GUARD [R312.11 � �' I GYPSUM BOARD CONTINUOUS BEAD OF B 8301.1 CLIMATE ZONE: 4A Suffolk,NY 3030 O O OG N Q r SEALANT R4OL2 COMPLIANCE: This project complies with 2) Section R405 C_______ ____ _________________________ (] n Simulated Performance Alternative, and the provisions of I I I I I 6°641 5LDR 6°68 5LDR (2)-3050 N OL GYPSUM BOARD Sections R401 through R404 labeled "Mandato r---I ----J I I (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR ,...- g "Mandatory.", _ I r I r----j l --I I Li Mandatory requirements: BASEMENT ENTRANCE i r _ - _--______ __ l 1� 1 Q _ Mandatory R40r.3 CERTIFICATE: r -----, }} Builder to post per Code. DOWN -> W CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE. To be tested 8 verified to 3 I I II l4 NtI I WALL LINE ABOVE I �t IKK O PL TE Ht. " A F LA H . 41'-I" A5F I I I z z I I O ,I SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. _J i I it Q III I R402.4.2 FIREPLACES: Factory built with UL 12"1 doors. Q CONTINUOUS MINIMAL R402.4.3 FENESTRATION. See window/door schedule _ �_ ----------------- --JIB WPI ____� EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and ® KITGHEN I� } IL `I UNIT PERIMETER hot water heating appliances to be direct vent with both - 23'-4 1/2" = 7'-O I/2" I U Intake and exhaust pipes Installed continuous to the m I w ---� (O ° I t j outside. ' 3 1/2" n O Q `o i— d O N j I `� WINDOW UNIT 8402.4.5 RECESSED L16HTIN6: IG-rated and labeled as d _� z f- 12 I- qz I I® - having an air leakage rate of not greater than 2.0 cfm U -- i i z i i 1 Q Q 01 N cv per Code. o cp - I I �u O I I W Io V R4025 MAX. U-FACTOR d SHOO, See window schedule. ---------------g cv w I I d I I > i I� O FAMILY ROOM �I — a✓ R403.1 CONTROLS: See plans for thermostat Information. I c0 - _nil I I 4'-3" I W Q - R403.3.2 DUCT SEALING: All duct joints shall be I ° I I _ �-_ I_� 1 LU1 `o N mechanically fastened and sealed with duct mastic I j CcARAGE I z I n sealant. Apply mastic to duct seams. 1 I CONTINUOUS MINIMAL _ EXPANDING FOAM AT WINDOW 8403 3 3 DUCT TESTING, A duct air-leakage test Is not �I i ►- 5" P.G. SLAB O I'-3 I/2" A I I I I u- L I UNIT PERIMETER required under exceptions I and 2. Q I Q PITCHED TO DOOR ___ _ ' I F I I NOTE: 41'-O" CEILING HEIGHT 20 cfm CONT. TO ERV R403.3.5 BUILDING CAVITIES: Framing cavities shall not be _ z j v r I I = THROUGHOUT FIRST STORY �t [MI505.4] used as ducts or plenums. iv I 0 I � I Q IL r R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate N I I x I F ----� r r- i`:____,, mechanical system piping carrying hot water to on N _ _�_ x 25 cfm GO ! lIl R-value of not less than R-3. �I I I �. 1 84035.1 HEATED SERVICE HOT WATER (SHW) CIRCULATION iv I WALL LINE ABOVE--I n 8 e T x ` x T !,! SYSTEM: Not in project. ' 1 I I r. 256" 2868 N [ 5051-] I V" I SMOKE B G.O. s� C] CONTINUOUS BEAD OF p j O I HEAT DETECTOR SELF-CLOSING 20-min I O 1 7" x 7" L COLUMN 1 DETECTOR (TYP) 2468 iv "`fl O O N R403.6 MECHANICAL VENTILATION, ERV continuous 1 I 'r T SEALANT ventilation system specified In the tans exceeds the n I F.R. DOOR[R302.5.1] I (2)-1.75 x 11.8'75 LVL N PDR N O y p p I I FLUSH HDR n �� n - m �. minimum efficacy of 1.2 cfm/watt. _ (2)-2x10 O dJ ---------------d = (4)-1.75 x 11.875 LVL FLUSH HDR )-L75 x 11.8_75 LVL FLUSH HDR_ HDR I; R403.7 HVAC, EQUIPMENT: Sized in accordance with AGGA _� L_ _ __ __ _ I Manual J and Manual 5. u� m __ __ N (3)-1.75 x 16 LVL DROP HDR__ __ i (ENGINEERED DESIGN) - ---- ---- - - GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable N - 2 6 (ENGINEERED DESIGN) BEARING WALL e 8 8403.41 SNOW MELT, Not in project. iv (ENGINEERED DESIGN) s 2- 3/4 - ® BATH R403.10 POOLS AN SPAS, Not in project. _______________ Pro I TEGHNOLOGI E5 S246" ' I I CONTINUOUS BEAD OF R403.11 PORTABLE SPAS. Not in project. i� GL ") �Ll �}/� Ii MODEL T105 20 cfm CONT. TO ERV LJ--1 ADHESIVE R404 LIGHTING: Builder to install high-efficiency lamps in at i N Q 111 ti} D v \ -SII PROGRAMMABLE [MI505.4] least SIO% of permanently Installed fixtures. I INTERIOR GARAGE WALLS: I 1 U-11 THERMOSTAT I „ v J v, , CONTINUOUS BEAD OF 1 I R-I5 BATT INSULATION w 2x10 STU WfjhL AT 24 O.G. ° ° o SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was I HVAC R.A.G. CHASE I cv used to show compliance with the Ener Code. REM/Rate I I Ys GYPSUM BOARD I, - ( F N P 9y o I I N 2 a Q r 1 N FOYER -. - - software was used to model the building performoce - see z I v GARAGE CEILING: IK m dJ II OPEN TO ABOVE - I— (� 2020 Ili Energy Cost C<) pllance report provided with cv I I ° „ D I n Q = I Q BEDROOM 4 !_--i E /- 2" CLOSED-CELL SPF App g (p x O I [TABLE R502.61 2468 6 t? x I LL Z - ermit Iication. REScheck was used to model the build►n N I i � [ hl _ D I N I NC ROOM O �I i � O ---------- Compliance _- - N performance based on national standards - see RECcheck - , — ,'' Compliance Certificate and Inspection Checklist provided with N I < p m -II m - L (�/ - --- ---- - - -- --- .. .. Permit Application. I 4 II 311/2" 12'-5" it I0'-3 1/2" (2)-1.75 x 11.875 LVL FJ I ' I i UNDER SECOND STORY WALL q PANTRY i ►- N 3 1/2" 3 I/2" 11 1 (n Wlu Jl .: _ J J-J v I x I 12'-5" 5'-2 1/2" - Uj Z CONTINUOUS BEAD OF I N r n Z Z l J� SEALANT ---------------d III 7'-4.. I c0 _ ----------, � }- Z Z 4 � ' GYPSUM BOARD N ------ 3°68/(2)-010 i= m Q = Z W O LU N n m PORGH WALL LIN_E_A_B_OVE ------_---� 2468 I Q Z1' ' z O W dJ (3)-3050 5/4x6 DECKING -- - ---------(3)-3°5° -- I)_ Lu o o - -' (2)-1.75 x 11.875 LVL HDR (2)-L75 x 11.875 LVL HDR Q ► O I SEALANT OUS BEAD OF O 3°5 O 3°5 - 4x4 P.T. POST (L D (TYP-2) D O N O < i ! CONTINUOUS MINIMAL (� t O PLATE Ht. 8'-5" ASF PLATE Ht. 41'-I" ASF 0 +�`- v , Z < 0 EXPANDING FOAM AT WINDOW UNIT PERIMETER WOOD STEP5 Z ' WINDOW UNIT (OR < WEATHER-PROOF DOOR) (� 1-1 sl 6'-4" 10'-O" 6'-4" 6'-6" 6'-6" (2)-2x12 UPSET HEAD 6_6" S' ,� • n CONTINUOUS MINIMAL 10'-O" 18'-6" r •_ ~e, it EXPANDING FOAM AT WINDOW UNIT PERIMETER Alii SEAL.INO NOTES .� �,�•��. �� ��. ., �� i TABLE 8442.4.1.1 -2420 � 1/`• AIR BARRIER AND INSULATION », / i•g�. , INSTALLATION ; 1 A� �• f INSULATION INSTALLATION 1 !' CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA V ( �`* °` v•� 4'":, *° e- ,w. SEALANT CRITERIA `- Y A %.raw x,. ...•,r(.. ;,r, . i A continuous air barrier shall be installed in the s a,•f f> R»,R�" building envelope. Air-permeable Insulation shall not be used as A-7 (i General requirements The exterior thermal envelope contains a a sealing material. D �.IVERED FEB Q 9 2021 II GYPSUM BOARD continuous air barrier. CONTINUOUS BEAD OF Breaks or olnts In the alrbarrier shall be sealed. ADHESIVE The air barrier in an dropped ceiling/soffit/soffit shall be y pp g FIRST FLOOR PLAN aligned with the insulation and any gaps in the air O CONTINUOUS BEAD OF Celling/attic barrier shall be sealed. The Insulation in any dropped ceiling/soffit J SEALANT shall be aligned with the air barrier. 50ALE: 1/4" = 1 ft O Access openings,drop down stairs orknee wall O doors to unconditioned attics aces shall be sealed. I`- ---.-------,---------------------------- Cavities within corners and head ers of frame 2 CLOSED-CELL SPF The junction of the foundation and sill plate shall be walls shall be Insulated by completely filling r sealed. the cavity a material having a thermal 1L t- +) resistance of R-3 per inch minimum. O O m Walls The junction of the top plate and the top of exterior r Exterior thermal envelope insulation for Z walls shall be sealed. O �p ! `L--- - -- -- ---- -- framed walls shall be installed In substantial O X 0 Knee walls shall be sealed. contact and continuous alignment with the air l l (I barrier. `' m l The space between window/doorjambs and Windows,skylights and doors framing,andskylights and framingshall be sealed. "t' O V O CONTINUOUS SILL SEALER - Rimjoists Rim Joists shall include the air barrier. Rim joists shall be insulated. -t- Q ,"� 1 FULL WIDTH OF SILL Floorframing cavity insulation shall be installed to maintain permanent contact withthe underside of subfloor decking. ,� r d, iL " lox- FOUNDATION WALL Alternatively,floor fram Ing cavity insulation � O O ��,,% I Floors including cantilevered floors The alrbarrier shall be installed at any exposed shall be in contact with the top side of I and floors above garages. edge of insulation. O Y /` sheathing or continuous Insulation installed N �- Q 0 CONCRETE SLAB on the underside of floor framing: and J < Z / extending from the bottom to the to of all 1U __ A r p STRUCTURAL DESIGN NOTEw Z erimeter floor framing members. U lY Exposed earth in unvented crawls aces shall be Crawls ace insulation,where provided 11 p p p In accordance with the 2020 RGNY5; structural d ,— — Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall beOL t-- �'' 1 :;., .. overlapping in oints to ed. ermanentl attached to the walls. elements such as engineered wood, steel and - -1 n i i Duct shafts,utility penetrations,and flue shafts steel/wood composite osite columns beams headers andOL Shafts,penetrations opening to exterior or unconditioned space shall be p ' Q sealed. girders that: Batts to be installed in narrow cavities shall p — �' �' ' be cut to fit or narrow cavities shall be filled 1) resist rovit loads, and V W SLI Narrow cavities with Insulation that on installation readily g y conforms to the available cavity space. �1L Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O W Garage separation and conditioned spaces. provisions of the 2020 ROWS IL NOTE: IT IS THE INTENT TO PROVIDE FOR A Recessed light fixtures installed in the building Recessed lightfixtures installed in the O GO15 THE IN AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight THERMAL ENVELOPE. THIS DETAIL SHOWS surface. and IC rated. Were designed in accordance With O m TYPICAL METHODS OF AIR-SEALING USING in exterior walls,batt insulation shalt be cut ANSI/AWG ND5-2018 with 2018 supplement. O VARIOUS BUILDING ELEMENTS, APPROVED neatlyto fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring insulation that on Installation,readily Structural elements such as walls and fenestration CONFIGURATIONS NOT 5HOWN, 5UGH AS conforms to available space,shall extend CANTILEVERS AND STAIRWELLS,SHALL BE behind in and wiring. that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR showers airband tubs shallalled separatat e the lis adjacent to Exteriorwalls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wall showers and tubs shall separate me wall from the shall be Insulated. 1) resist wind loads, and DATE: FEBRUARY 2021 ' THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. The air barrier shall be Installed behind electrical Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design FIRST FLOOR boxes shall be Installed. provisions of the 2020 RGNY5 PLAN HVAC supply and return register boots that fi� SL.11�O DETAILS HVAC register boots penetrate building thermal envelope shall be sealed to the subfloar,wall covering or ceiling penetrated were designed in accordance with ASCE "I-I6 wind bv the boot. provisions and acceptable engineering practice. DRAWING NUMBER 50ALE: 5/4 = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is recommended by the manufacturer. Caulking or where such elements occur in the pilaris, they are Concealed sprinklers other adhesive sealants shall not be used to fill annotated "ENGINEERED DEVON." voids between fire sprinkler cover plates and walls A - 4 or ceilings. m A A-7 Z O F- z 4-71-1011 O V I'-10 1/2" (� 7'-4" 2'-5 1/2IL " Q 31-1 3/4" 14'-2 1/4" 6'-4" 6-4- 3'-8" 3'_b" F- LU Z N ------------ N .. Z �— —1-------------1 -------------------- Q N (1 I I I I # N I I I I — I OO i HAZARD GLA TNG [R308.4] O I I I (2)-3050 1 j r------------------------ —j--------------------- ---------- HALL -- -----WALL LINE BELOW 'I G �p 2x8 GJ AT 16" oz. 4040 PIG I I 4040 PIG I (2)-1.75 x 11.815 LVL FL HDR - r------------------------------------------ ------------ ---- _ -- - ----� I 7-0 I/2" (ENGINEERED DESIGN) � I DOUBLE HALL STUDS - 4'-II" X - 3 BEDROOM 3 Q 2'-2" 1 6'-9" 2'-5 1/2" E m 2x8 PLATFORM W.I.G. o S'-0" G Ht m I oO - I m BATH 1 20 cfm CONT. in .0 I TO ERV a�i l cQ j i [MI505.4] -I � : 1 1 I I N § m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 2468 v I ;- M BATH 3'-10" i LENNOX HEALTHY CLIMATE ERV5-1'15-TPD ENERGY RECOVERY VENTILATOR 4'-0" -1 - ____, 20 cfm CONT. 4'-2 1/2" Pro I TECHNOLOGIES I 8'-0" G Ht - INSTALL ERV UNIT IN CONDITIONED ATTIC, TO ERY _ N MODEL T705 I O -------- DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. zA I I 1 [MI505.4] I m = z 1 - PROGRAMMABLE 01 THERMOSTAT I ---------"1 ---------� j I I I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL Q m I m 1 SHOWER 1 -------- INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY HALL. i- cv LIN 36" GUARD[R312.1] _ _ _ N j STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" d1a. DUCTS Q cs 2468 r / _ co CONNECTED TO HEALTHY CLIMATE HEATHERHOOD KIT MODEL G5PO-f HVAC EQUIPMENT IN ATTIC - - - - ® �- - -�I IA.G. F, T RNI �i m SMOKE a G.O. HALL 2868 2868 J I N , I m DETECTOR (TYrI.O. o I FRESH AIR TO IN51DE DIFFUSER IN HALLWAY: 6 d1a. DUCT GAS OR PROPANE FURNACE: LENNOX ELIg6UHO70XE36B SLOPED x �- J I STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 2018401570 = GEILING (2)-2x10 - - (2)-2x10 - I I = STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 O �- - -y _(2)-1.75x11.875 LVL FLUSH HDR___ `fl HEATING GAP: 64,000 Btuh;AFUE = G6.1 HDR HDR __ (3)-1.75x11.875 LVL FLUSH __ I ALL DUCTS INSULATED TO R-4.2 i 3ifi�i}C �� N 2868 BEARING HALL 2868 (ENGINEERED DESIGN) (ENGINEERED DESIGN) d I r Z I INDOOR COIL: LENNOX GH35-30B+TDR I" RIGID INSUL - � I SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: U 1 OUTDOOR UNIT: LENNOX MLI4XGI-036-23OG;AHRI 203374690 ON ATTIC � /'� v j m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM 12 x 12' AIR 36' GUARD [R312.1] X AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. I COOLING GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR TRANSFER GRILL S m INSTALL IAN MANUFACTURER'S SPECIFICATIONS OL z x I OO 2844 N LAUNDRY IN GEILING I Q O 2x10 STUD HALL AT 24" O.G. v w mUj HVAC R.A.G. CHASE MASTER BEDROOM I z'T z Z - 9' Ht TRAY GEILING W.I.G. } Z Z 4 tt � - QC DRYER EXHAUST O -- — J O Z W DRYE HASHER OPEN TO BELOW I fA cV [MI5027 Z_ ~ 0 I 13 6 N BEDROOM 2 m 3 v2" 3 v2" ° ° 4 o- r z 6-O 1/2 v � ° w r- ---- 10-0 N 2 3 E iOWy- Qfl °C N N DOUBLE HALL STUDS O _ OL } N N 51042 EYEBRON PIG j N t ry ° Q Q W.I.G. 2668 12'-5" O 12'-5" < 9 io o I L-1 _ (2)-1.75 x 11.875 LVL HDR __ cv (2)-3 5 m i Z I�- ul -----------------------WALL LINE BELON r = (ENGINEERED DESIGN) N m •� (2)-3050 m G -HALL LINE BELOW Q — - -- --------------- ------------------------ ---- L ----- -------� I I O I I L ------------------------- J , r 7 4 -- ----------------------- I I 6'-6" 6'-6" 6'-6" 6'-6" 2'-6" 3'-O" y♦rl`� C) «> t 6'-4" 13'-O" 10'-O" 13'-O" 5'-6" �,�� ":�:t E,�.,.Mq?„*•?'..: 47'-10" �IV�f Ell FEB 0 9 1021 SEC.ON 7 FLOOR PLAN, ° J A SCALE: 1/4" = 1 ft O O O r O O z � m 0o O � i`- v m _ � z 11 ° �- d- SOLAR-READY O (a E-- P CERTIFICATE N O This home has STRUCTURAL DESIGN NOTE tu v WW� incorporated features at OC v the time of initial In accordance with the 2020 RGNY5; structural d �— Z construction to enable the elements such as engineered wood, steel and 11-_ < —1 installation of solar steel/wood composite columns, beams, headers and d �j Q— _____ electric. girders that: F- N IS) Q _ N The solar-ready roof o o 1) resist gravity loads, and lu zone is shown on this — construction plan excerpt 2) are not contained in the prescriptive design p w O GO JI and is free of IT provisions of the 2020 RGNY5 IL obstructions that would O limit placement of solar were designed In accordance with m panels. T7 AN51/AW0 ND5-2018 with 2015 supplement. O Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: 7F e installed through walls at DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and • facilitate the installation of wiring between the 2) are not contained in the rescri tive design electric service panel and p p2nd FLOOR roof-mounted solar SOLAR-READY provisions of the 2020 R0NY5 PLAN panels. ROOF ZONES were designed in accordance with ASCE -1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] E3WL A BWL B BWL G BWL D 10'-4" I 1 z -4111 BWL I -� --- -----_-------------- ----- ----------------- ------- I 12' 21-5 - ' WALL LINE BELOW "„^°x ROOF BELOW V p ROOF BELOW 02x10 RR AT 16" o.c. 2x10 RR AT 16" O.C. o x N Q - 1 --- Lo 1 , - ROOF LINE x w f�`Ii -d! "rt i !Y r 3 - a _ I Q ....n- ' 1 , 1 z I � ATTIC PATHWAY FOR SOLAR ELECTRIC [7103.8] / \ INSTALL 2"� VERTICAL SCHEDULE 80 PVC, __ - x TEMPORARY PLUGS OR GAPS AT EAX(b RR CONDUIT THROUOH ALL HALLS CH H TERM N1UH ( Al16" O.C. (I / 6 < AGGESS ROOF - I, --- ----- a w V - - A 13 N N AGGESS ROOF h I, 0 1.75 x 14 LVL STRUCTURAL RIDGE G m 1J-1 - POST RIDGE DOWN TO BEARING 0 z jq 4 ' WALL AT 12'-0" ON-GENTER OR LESS ^ F - I 2x12 RIDGE 2x12 RIDGE' I , -- ---- - -----� to L2'-0 BW 2 ---- - ----------- ---------- EXTEND RIDGE TO L „ 1 BEARING WALL AT p I ROOF BELOW AL AUL D - "'I - a ' I CEILINGS `fl ° Q 6 SOLAR-READY ZONE [7103.3] PROVIDES 36" WIDE AGGE55 PATHWAYS I ~ :p FROM EAVE TO RIDGE WHERE 5HOWN a+ X [R324.61. THE 5OLAR-READY ZONE SHALL Q l Q \RPAT\1)6' N d REMAIN CLEAR OF OBSTRUCTIONS SUCH A5VENT5,ETC,. [TIO3.4) x(TYPICAL-2)xN2x6 RR AT 16"SEGONI7) STOfi�Y E3NL. FLAN 2xIO RR AT SCALE: 3/16" = 1 ftx RR T o.c. WALL LINE -� ,KK..,..., x,_*,.., a,•_ 2x10 RR AT I6" o.c. 2x10 RR AT 16" o.c. - 1 E PORCH ROOF BELOW Q LL LINE r.., ...., - wA NE O - -! 1,.,..._ �X LU m z IV LU ROOF LINE N Iv z w z z Z Q� d ? TABLE R802.5.2 RAFTER/CEILING JOIST HEEL - - -' V- 0-115 JOINT CONNECTIONSa,b,c, d, e,g Z o z Ld GROUND SNOW LOAD (psf) Q >. j ORF FLAN AN FTER RAFTER 20f 30 � � �> m< Y SPACING Roof span(feet) O V SLOPE d BWL E BWL F BWL C BWL H SCALE: I/4" = I ft (inches) 12 20 28 36 12 20 28 36 � � �� � � 22-4 -f-8 38-6 < I , Required number of 16d common nailsa,b per heel joint splices',d,e I I I ...,__._._...._..._..,_.,._._..�-...._.....-_._...,...__._... ....__..,_.....___._..._, I 12 4 6 8 10 4 6 8 11 '� z I I 3:12 16 5 8 10 13 5 8 11 14 !1 ' BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 1--1 4'-10" 3'-0' 4'-4" I 12 3 5 6 8 3 5 6 8 I I 1 I a•••P+r.. 1 4:12 16 4 6 8 10 4 6 8 11 -..._�..,.�..._...W�r.___._... _.�_.. ,._..,a.__ .............._. 1 _ _ ., -:---_ . , ._ ;; _:--. _.,_::r__._�_ .:.-_ Wind Adjustment Factors -Tal}le RG42.10.3{2} {p.187} 1 _ Upper Story 12 15 5 9 12 16 g .t �� 24 5 8 __... -w------------------------ -------- 12 3 4 5 6 3 4 5 7 ;y`C `M , c ,�y ,• Numbered Lettered � r�,r c ...•u;-� „a 5:12 16 3 5 6 8 3 5 7 9 Wall Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty 24 4 7 9 12 4 7 10 13 12 3 4 4 5 3 3 4 5 Roof Eaw-to-Ridge Height 0.98 0.98 9'-8"; Roof Only 1 7:12 16 3 4 5 6 3 4 5 6 Wall Height 0.90 0.90 8'-0" y;•:, , Number of Braced Wall Lines 1.00 1.45 2; 4 24 3 5 7 9 3 5 7 9 Additional 800 Ib Hold Down 1.00 1.00 NIA 12 3 3 4 4 3 3 3 4 _ _ •1� r1VERED FEB 0 S 2021 Gypsum Board Fastening 1.00 1.00 NIA 9:12 16 3 4 4 5 3 3 4 5 - -I ' l n., Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 I !, I -,,,.,,.,_ 1.-- I - ----- 12 3 3 3 3 3 3 3 3 p - ? m I y I � 12:12 16 3 3 4 4 3 3 3 4 p r 40 mph Total Bracing 3 4 4 5 3 3 4 6 O Braced Wall 1 24 z 1 Braced Wall Bracing Wind Factor O �i ` r I Lines Spacing Required Re Required Length Status O (� I Line Method p gTotal q g ctt r ' (� ' (ft} Bra cing (ft} Bracing Provided (ft} For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per I 1 WSP 27.0$ 7.27 0.8$2 6.41 17.G7 OK square foot=0.0479 kPa. i ' a. 40d box nails shall be permitted to be substituted for 16d z 2 CS W SP 27.08 6.42 0.882 5.66 24.33 OK common nails. p Q A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailing requirements shall be permitted to be reduced 25 0 � V m ' B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. 4 o C GB 12.96 6.83 1.279 8.73 26.08 OK c. Heel joint connections are not required where the ridge is v V _ D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by a load-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided b - O ih" ; ;� _ � PP p Y - ,! i m - ��`� vertical struts or purlins to aload-bearing wall,the 0 � tabulated heel joint connection requirements shall be 0 � I-- - Wind Adjustment Factors-Ta ble R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N v X� F' 0 5 - �I Lower Story span. w 0_ Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist v x to ceiling joist la slices. IK 0 Z o �, I Wall Lines Wall Lines Wall Lines Comment gJ p p < < �- T 2-6 - 2_6 -' f. Applies to roof live load of 20 psf or less. �-- 0- 7 BWL 4 N --------------------- - --- Exposure Category 1.00 1.00 1.00 Exposure B .� � -1 _- /4 g. Tabulated heel joint connection requirements assume F- I'-q" i Roof Ear-to-Ridge Height 0.98 1.00 0.99 9'-8"; 10'-0"; 9'-8" that ceiling joists or rafter ties are located at the bottom d g J 4'-10" W al I Height 0.98 0.98 0.95 9'-8"; 9'-8"; 9'-0" of the attic space. Where ceiling joists or rafter ties are -6 Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection I I ;....:.,.......-....._...__.._..,__.__,___.,._._..-._......___..._.__r.._. ' Additional $QQ lb Hold Down 1.00 1.00 1.QQ NIA requirements shall be increased by the following factors: < Gypsum Board Fastening 1.00 1.00 1.00 N/A 0 l o ' ' I --' -- _ -- ----_ -- - ---- ' Wind Factor Total 0.96Q Q, 80 Hc/HR Heel Joint Connection Adjustment Factor IL F GARAGE DWELLING 1/3 1.5 4 O 1/4 1.33 m Braced Wall 140 mph Total Bracing 1/5 1.25 Braced Wall Bracing Wind Factor 1/6 1.2 FIRST STOR)" BNL FLAN Line Method Line Spacing Required Total Required Length Status ftBracing ftBracing Provided ft 1/10 or less 1.11 SCALE: 3/16" = I ft ( } g ( } g ( } DATE: FEBRUARY 2021 3 CS-W SP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.50 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK He=Height of ceiling joists or rafter ties measured vertically WALL BRACING F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the;top of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21,12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 0K ROOF ------------------------------------------------- 2x EXTERIOR WALL t I> It ZO - - - - - - - - - - - - - - - - -17 - I t R-30 BATT INSULATION Q STUD TO FLOOR JOIST V I SIMPSON COIL STRAP ------------------{------- I---I------------------------------------------ --I--------------------------------- -------------------------------t-------------------------------------------------------y (4)-8d NAILS AT EACH END O GEILIN6 LAUNDRY I I I FAMILY BATH �_ I - - - - MASTER BATH I j 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ LL _ _ 0 - - - - - - - - - - '- - I 2x RIM BOARD 111 >I I 1 > � — > I >I I I >I > I > I >1 1 i 3 N .� U) I 1 � ( in. I u� I I 11 u� I u� 1 u� I n I GANTILEVERED FLOOR JOIST V1 - I - WC - - - - - WC � —t I WASHER I i I I LAV. I I I LAV. I LAV. I I I 1 TUB I i I TUB I I i ?/(b" 05B d VINYL SOFFIT p I_ FLOOR JOIST TO WALL: SHOWER 1 I 51MP50N H2;(5)-8d NAILS TO FJ d (5)-8d NAILS TO STUD u 2nd FLOOR I I I I 1 j 2x EXTERIOR WALL - -------------- -- t-- t------- --- --------- ------ ----------- ----- 211 I„I 2" W 3" W I-I/2" W r I-I/2" W--- I-I/2" W 2" W --- 3" W -- 2" W ---�-------------------------------------------------------4 ALTERNATE WHERE FJ/STUD M15ALI6N5: �: I I G.O. 211 I"1 3" W I I G.O. 2" W FLOOR JOIST TO PLATES: G.O. 2 W 3" W I I SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES -------------------------------------------------------� SIMPSON H2.5;(5)-Sd TO PLATES, (5)-Sd TO STUD ----- --------------------------------------------- PLATES TO STUD: GEILIN6 _ _ _ - - - KITCHEN - - - - - - - - - - - - - - - POWDER - - - - BATH I 2x ROOF RAFTERS AT 16" O.G. O T ) I USE GALV. HURRICANE TIE BETWEEN — >1 >1 >1 >T >1 } EVERY RAFTER AND THE ROOF BEAM lr� DETAIL AT FLOOR 2x GEILIN6 JOISTS AT 16" O.G. V I NAILS AT 3 KIT SINK 1 I WG 3 I 1 WG - I ; CANTILEVERS 4 SET5ACKS HEEL 3J0 JOINT CON ECTIONFTER ON LAV. LAV. 1 i SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) " " UG3A PRESERVATIVE TREATED 1 I ASSEMBLE WITH 10-d NAILS TUB 12" O.G. 5TA66ERED ALONG LENGTH I I I _ 1x8 TRIM BOARD \"I-- T---,/ T--"/ 15t FLOOR D VINYL SOFFIT 2 W I-I/2 W 3 W 1-1/2 W 3' W 2"W I UPLIFT CONNECTIONS: 6518 6ALV. COIL STRAP G.O. 211 W G.O. 2 W 3" W G.O. 2 W 3" W USE (2) AT EACH POST, TOP d BOTTOM -------------------------- ----------------------------------------- --- ------------------------------------------------------------------ ------------------------------------- t 5/4"xb" DEGKIN6 (4)-I0d NAILS AT EACH END GEILIN6 I PERPENDICULAR TO JOISTS G.O. 4" 1"14„ W I (2)-8d THREADED NAILS OR 411 W F•A.I. (2)-No. 8 WOOD SGREWS AT :4x4 WOOD COLUMN 1 4- EACH SUPPORTING MEMBER I TREATED [R50?•7] RES PRESERVATIVE DIRECTLY OLOOR BEAM I I I 1 I FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS UG55 PRESERVATIVE TREATED 'LUMP I NO I S D IOM (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS UG3B PRE / I / SERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R50"1.5] �/ I TO APPROVED SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE cn t 4x4 WOOD POST ` BASEMENT FLOOR I UG35 PRESERVATIVE TREATED zv ------------------'--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� PB44 HOT-DIPPED 6ALV. LL— POST BASE ANCHORLu m - LU 12 VERTICAL REBAR ONUMN WITH (2)-#4 Z Z Q� � z a 24" x 24" x 12" DEEP P.G. FOOTIING WITH (2)-#4 m •G- — _� O z w REBAR EACH WAY,REBAR 4" ABOVE p Iv ,-- d F 0 z TYPICAL ROOF R-3q _;_" BOTTOM W Z A O Z L '6 ASPHALT ROOF 5HINOLE5 OVER 15# FELT OVER < Q- d O W " STRUCTURAL PANEL SHEATHING OVER 0-• � 2x10 RAFTERS AT 16' O.G. TY 'I GSL fi=OfizGf� DETAIL <�' m a ci � R-3q 6 THICK 01 -CELL SPRAY POLYURETHANE FOAM (SPF) (� 1.75 x 14 LVL 5TRUGTURAL RIDGE O } d • (SEE ROOF PLAN FOR POST LOCATIONS) WITH y2 GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NITS �/ N Q Q OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] R I D07 TENSION STRAP• 12 � < � WRAP STRAP OVER RAFTER —�8 (5) 10—d COMMON NAILS AT EACH END OF STRAP I I t 1 I I I I I I 2x4 COLLAR TIE &ABLE WALL INSULATION AT 48" O.G. j *y�."�•a±Ir,*•,eP• (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XP5 MT530G STRAP-TIE � � ••�'" • 1/-`'}" GAv1rr: R-I3 2 SPF 5E/�LED ATTIC INDI GTLY CONDITIONED �• , •. '1. c'1 (BEYOND SECTION) 2 SOLID EACH RAFTER p`s`J�.. M.i -� •+�,7 I WOOD BLOCKING 2x8 GJ AT I6" O.G. SMOKE h G.O. I S CN DETECTOR IN ATTIC ^�' • b p I I t it I I d I-I/4" WIDE 20-GUAGE "�`•'''Y 1 s�:"r'�� F•,Art. ;" rb,A;^ GALVANIZED STEEL STRAP ;v'� RAFTER TO STUD : NOTE: ALL DUCTS SHALL BE EAGH SIDE OF WINDOW AND -- ''•`^ +ta ' � ' WRAP STRAP OVER RAFTER TYPICAL. EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2" GYPSUM •, DOOR OPENINGS. INSTALL 2x4 STUDS AT I6 O.G. INTERIOR SECOND STORY BOARD FINISH STRAP FROM TOP OF TOP X (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 50LE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD. )EUVERED ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 FEB 0 5 2021 MINIMUM LENGTH BELOW IAN MANUFACTURER'S SPECIFICATION R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD VINYL 51DIN6 OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION OVER 1/2" STRUCTURAL PANEL 5HEATHING G5-W5P dJ _ BOTTOM OF HEADER <c 3r in HALL m LAUNDRY BEYOND SECTION J (2)-1.75 x 11.875 LVL " 0 n DOUBLE-FRAMED STAIRWELL (TYP) 3/4" 5UBFLOOR - a 11.875 TJI-560 FJ AT 16' O.G. R-13 2" CLOSED-CELL OIL O O T SPF AT RIM J015T TYPICAL INTERIOR WALL y I I z Q 3 O 2x4 STUDS AT 16" O.G. i I (2)-1.75 x 11.875 1/2" GYPSUM Q dJ m NALL STUD TO !MALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FINISH � ° • ° O � O STRAP OVER OR UNDER SHEATHING GYPSUM WALLBOARD ON BOTH SIDES (4) 8—d COMMON NAILS AT EACH END OF STRAP — 1 I 3: p v } - SEE WIND COMPLIANCE PATHWAY I5t FLOOR PLATFORM NOTES ON SHEET 8 R-13 2" CLOSED-DELL SPF-- 2x8 PLAT 0 — O p z - WOOD FLOORING OVER AT RIM JOIST I I � i 2 x 12 FLO3/4" PLJOISTS OOD A BF OOOG 1 I O TENSION STRAP I NO Z o < LL i--- �- CROSS BRIDGIN& AT M105PANW O T 1�l LL Ofi� N I NOS °o � p[ 1/2" GYPSUM I I HALL PANTRY SCALE: NTS N J p < 0 SILL CONSTRUCTION: BOARD lu W - 2x6 P.T. (UC3B) SILL ON TERMITE SHIELD FIN15H J0►�J ON SILL SEAL WITH 1/2" ANCHOR BOLTS I Q fL V (SEE TYPICAL WALL DETAIUSTAIRS FINISHED FLOOR (3)-1."15 x 11.875 ~ Q V STUD TO 51 LL f'LATr- : LVL 61f; E I/2" GYPSUM FINISHED GRADE V w 1(� FINISH GRADE -j BOARD FINI5H < WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LA6 5GREW5 S BASEMENT v FL O (6) 8—d COMMON NAILS AT EACH END OF STRAP W Q PA SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2x8 PLAT (INDIRECTLY CONDITIONED) o LL FIF, =- Q INSULATION A5 MANUFACTURED BY a '.• • ° ° CERTAINTEED CORP. A5TM E84 MAX.SPREAD INDEX s 25 O •a ° 1/2" GYPSUM MAX. SMOKEDME DEVELOPED INDEX � 50 J BOARD m FINISH 4" P.G. FLOOR SLAB TOP�OF BA5EMENT SLAB DATE: FEBRUARY 2021 8" POURED CONCRETE FOUNDATION STEM WALL 48" x 48" x 14" DEEP SECTIONS 4 UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING P.G. FOOTING DETAILS MINIMUM 3'-O" BELOW GRADE w/#5 REBAR AT 8" ON-CENTER E.W. I�+i Off+-lel I ND UPLIFT STRA�'P I NO SCALE: NT5 DRAWING NUMBER SECTION A NOTE: ALL. METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (51MP50N 0520 COILED STRAP). SCALE: 1/4" = I ft _ STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. A7 NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - IQ WORR TABLE 8301.2(1) -.�.. and publications Incorporated by reference therein. O WIND COMPLIANCE PATHWAY NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT: A building permit shall be issued by the H WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit V GROUND SEISMIC WINTER ICE BARRIER AIR MEANULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shot[ be kept on-site FLOOD until project completion. SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL httpr,://hozorcls.atc.ouneil.org FOR THE PROJECT LOCATION: Pr p LOAD (mph) CATEGORY Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p g `` z0 effects region debris zone depth N 41.0031 W '12566✓ THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH F16URE PRE-EN61NEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amoro v 20 psf 127 None No No B Severe 36" M to H 15 -F Yes None 599°F-DAYS 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provlde professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLETHE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, !L R30I.2(3)] AFFIX THI5 516N IN ACCORDANCE WITH supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall 1Q Elevation Latitude EXPOSURE CATEGORY: EXPOSURE B ;r TITLE Iq NYGRR PART 1265. immediately notify Designer, n writing, if there is any heating cooling factor temperature cooling difference COMPONENT AND CLADDIN6 LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and plan 70 ft 41' North 150 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R3012(3)1 dimensions, especially with regard to existing construction. 0 N MAIN ROOF UPLIFT CONNECTION FORGE = 200 If (28'-0" roof - p 83012.1 WIND DESIGN: In accordance with Figure 8301.2(5)B wind Cooling temperature Wind velocity Wind velocity Coincident Winter Summer 9 N Daily range - span, 140 mph, pitch greater than 5:12) [TABLE 8802.111 design Is not required. This building is designed In o difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. 10°F =15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-T04FOUNDATION UPLIFT CONNECTION FORGE = 80 plf 8301.2.1.2 PROTECTION OF OPENINGS: This building In not located D UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Wtndborne Debris Region. tv OF ALL BRACED WALL PANELS [8602.3.5]. R3012.4 FLOODPLAIN: This building 15 not located In a flood # hazard area. } - R301.5 LIVE LOADS: Minimum uniformly distributed live loads: lUl�l Attics without storage 10 psf, Attics with storage 20 psf, Balconies d decks 40 psf,Rooms other than sleeping rooms O TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 psf,Sleeping rooms 30 psf,Stairs 40 psf Z R301h ROOF LOAD. Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A5GE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 8301.6. Span table _F I ITEM DESCRIPTION OF BUILDING ELEMENTS a b,o SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b SPACING AND LOCATION NOMINAL MATERIAL e t, design corresponds a the c psf ground snow load column to OF FASTENER � OF FASTENER ° THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges intermediate account for unbalanced load conditions. Roof Floor orches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2%2"x 0.113");or 4-8d box(2%" x 0.113");or p lu-lams,etc) are actual dimensions. or 3-8d common(2/ x 0.131 ),or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL, P5L, I foists,g 3-Sd common(2�" x 0.131")• 1 " " ' 1 Blocking between ceiling joists or rafters to top plate Toe nail 21 Joist to sill,top plate or girder Toe nail 3-1 Od box(3"x 0.128");or 3-1Od box(3"x 0.128"); or Staple 15 ga. 1 4 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALLS. All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails i 1 projections shall be located at least 5 feet from lot fines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 8d box(21/2"x 0.113 ) 4"o.c. toe nail Staple 16 ga. 1 %4 3 6 4-8d box(2%" x 0.113");or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 4" x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2%2"x 0.131") 0.113 Nail 2 3 6 WALLS AND GEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-lOd box 3"x 0.128" or Per joist,toe nail 22 (roof applications also) l Od box 3"x 0.128" or or 6"o.c, toe nail 1%2 and Staple 15 and 16 ga. 2 4 8 having a F5f = 15 (req'd max. 200) and a 5D1 = 0 (req'd max. ( )� ( )� 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 4 4 8 1 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3 x 0.128 ), or 3-8d box(2 "x 0.113 ), or Staple 14 ga.2 4 8 INSULATION: Exposed Insulation that Is not installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %" x 0.162");or Face nail „ 2-8d common(2 y"x 0.131"); or Staple 15 ga. 1 %4 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist :, :: . Face nail 2%2 and 4 surfaces shall have a F51 s25 and a 501 s450. See plans R802.5.1(9)] 4-3 x 0.131 ) 3-10d box(3 x 0.128 ), or 0.097-0.099 Nail 2% 4 8 for exposed insulation values. 2 staples, 1"crown, 16 ga., 1 3/" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 8302.11 FIRE BLOCKING= Use approved material to flreblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3Y2"x 0.135")• or Staple 14 ga. 2 1/4 4 8 around all penetrations of the floor and ceiling planes, and Z-16d common 3/2 R802.5.1(9)] 24 2"subfloor to joist or girder 1 „x Blind and face nail 0 0.162) .113 Nail 2 i 3 6 were otherwise specified by the 2020 ROWS. ( 4-10d box(3"x 0.128"); or 3-16d box(3%2"x 0.135");or 1 Staple 15 ga.2Y4 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter, face nail or 1 %4"x 20 ga. ridge strap „ „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3%" x 0.162 At each bearing, face nail i 8302.13 FIRE PROTECTION OF FLOORS. Not needed for his 5 to rafter � 3-1 Od common(3 x 0.148 ),or Face nail each rafter ( ) 0.097-0.099 Nail/ 4 8 project under Exception 4. 4-3 x 0.131 ) i " :: . SPACING` O FASTENERS 3-16d common(3/ x 0.162 ),or NOMINAL MATERIAL Y2"„ 4-10d box(3"x 0.128"); or DESCRIPTION a,b OF FASTENER AND LENGTH 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3/ x 0.135 or d luminaires shall be IG-rated I/A/W N1102.4.5 with separation ( )' 2 toe nails on one side and 1 toe 26 Band or rim joist to joist End nail THICKNESS Edges Body of panel P 3-IOd common(3"x 0.148")• or 4-3 x 0.131 nails;or inches (inches) from Insulation per listing. 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 a staples, X16" ( ) (inches) (inches) - 4-1 Od box (3"x 0.128") or g . pcrown or truss i 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows:32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cements other approved safety glazing material shall be installed in O 20d common(4 x 0.192 ), or and adjacent to door panels;within 60 Inches of wet surfaces; at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. t torn Z O 4-16d box(3%"x 0.135");or p V Z I to Z 3-1Od common(3"x 0.148");or l Od box(3"x 0.128"); or 24" o.c. face nail at top and bottom 3d, corrosion-resistant,ring shank nails R3o9.i 6ARA&E FLOOR SURFACE: Garage floor shall be 5-Inch Z Z d� dJ 4-10d box 3"x 0.128" ;or Toe nail 3"x 0.131"nails staggered on osite sides finished flooring other than tile 3 6 thick poured concrete sloped I/4-inch per foot toward vehicle - - --t O -i W ( ) gg PP ( g ) P P P m - Z W 27 Built-up girders and beams 2-inch lumber layers entry doorway. � �•- 4- � O Z Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131" nails And: Staple 18 ga.,8 long,%crown la ill )., � O 7 3 6 R310 EMERGENCY E50APE AND RESCUE OPENIN65: It Is the O Z d) to minimum 2"ridge beam 1 „ • 2-20d common 4"x 0.192" • or (finished flooring other than tile) t-- Z 3-16d box(3 /2 x 0.135 ), or ( )' Face nail at ends and at each splice a builder's responsibility to verify that window units supplied by d a- O w „ . 3-10d box(3"x 0.128");or 1 4 los x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 0. � > QC w ® O 2-16d common(3 YZ x 0.162 ),or End nail g 8 8 emergency escape and rescue openings where required. Q 3-3"x 0.131"nails (galvanized or stainless steel roofing nails for tile finish � m 1)C 3-1 Od box (3"x 0.128");or (g ) g ( ) � O �} 3-3"x 0.131"nails 8311:7 5TAIRWAY5: Interior stairways shall be pre-assembled O > �-d 4-16d box(3%2"x 0.135"); or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws 8 8 wood units. The maximum riser height shall be 8-I/4 Inches and No X Q Wall 3-16d common 3%"x 0.162" • or (for tile finish) the minimum tread depth shall be &l Inches,plus nosing where Z 28 Ledger strip supporting joists or rafters ( )� At each joist or rafter,face nail required. Provide handralls per Code. Q 16d common(3%"x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128"); or Plywood � 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128"); or 4-3"x 0.131"nails 14 ring or screw shank nail-minimum 8312.1 6UARD5: Walking surfaces more than 30 Inches above CA 3"x 0.131 nails 16 o.c. face nail 1 s i :: 3 6 grade,and steps leading thereto,shall have guards that 2-10d box(3 x 0.128 ); or 2-8d common /and/6 12/ga. (0.099 )shank diameter conform to Code. 29 Bridging or blocking to joist i „ „ • Each end,toe nail _ (2/ x 0.131 ) or 2-3 x 0.131 nails Staple 18 ga.,2/,%6 crown width 2 5 16d box(3�" x 0.135")• or ' 83122 WINDOW FALL PROTECTION: Windows with sills less than 1-1 Stud to stud and abutting studs at intersecting wall „ 12 o.c. face nail 24" above finished floor and greater than 12" above rade 9 corners(at braced wall panels) 3 x 0.131 nails SPACING OF FASTENERS i�2,s,is i 1 Y4 ring or screw shank nail-minimum e g g /2 and/ 6 8 shall be protected per Code. 16d common(3 4"x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099")shank diameter 16d common(3 Y2"x 0.162") 16" o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER Edges b supports',' 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION. Interconnected ,,.•• ..., P ( „ „ t „ p ) 10 Built-up header 2 to 2 header with/2 spacer) i (inches) inches) t9 s 23 s 12%ga. (0.099" shank diameter 3 6 smoke alarms,carbon monoxide alarms,and heat detection 16d box(3/2 x 0.135 ) 12 o.c.each edge face nail ( /2, /, /2 and/ ) alarms shall be Installed at all locations shown on the plans. Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a., 1 % 6 8 0 ', r' 5-8d box(2�" x 0.113");or P g g P g g P g 8315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common 2%2"x 0.131 or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. f;:•Irr` ! 4-1Od box(3 x 0.128 ) 30 6d common (2"x 0.113" nail 1 %los ring-grooved underlayment nail 6 6 R31'7 WOOD DECAY PROTECTION: Lumbers ecified In the tans �1 ( 3 S5 3 ,: 1 ,: 1 } " 16d common(3 1/2" x 0.162") 16"o.c. face nail ( ) 6 12 0.200 4d cement-coated sinker nail 6 6 ascordance pressure with AN A Ulfve-or treated intended shall be In a [ rs: 12 To late to to late „ ( � ) P g g(P ) steel, a con all be ,Pt- ip e og I/2iz mett eordon. -rte f ^ R 1�, y� P P P P lOd box(3"x 0.128");or 31 1%2" - 1" 8d common nail 2�"x 0.131 6 121 Sta le 18 a. %ion lastic coated 3 6 Fasteners shall be hot-dt ed alvanized steel stainless � - t - .' :`;;�• 12 o.c. face nailgreater �.` 3"x 0.131"nails l Od common(3 x 0.148 )nail,or Particleboard pp steel bolts. 32 1 %" - 11/4" 8d(2%"x 0.131")deformed nail 6 12 4d ring-grooved underlayment nail 3 6 4 � 3 8401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on `��;.������ FEB 0 8-16d common(3%2g Staple 18 ga., long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 - Face nail on each side of end joint 1 „ psf. Visually graded soils that have this load-bearing value 1/ galvanized roofing nail /6 head 6d ring-grooved underlayment nail 6 10 12-16d box(3%2"x 0.135")• or :: 1 „ g , s include 6W d 6P-gravel and sandy gravel;6M d 60-911ty and 13 Double top plate splice 12-1 Od box(3"x 0.128"); or (minimum id lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or V crown staple 16 ga., 1 y"long 3 6 Staple 16 ga., 1 %long,%crown 3 6 cla a gravel;5W 4 5P-sand and gravely sand;SM d 5G-silty each side of end joint) La ' 12-3"x 0.131" nails 3 :: 2 :: an clayey sand. Unsuitable subsot material encountered � 1 / galvanized roofing nail, /6 head 1 s 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ O t- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., I V4" long 3 6 �' Staple 16 ga., 1 s/long,3/crown 3 6 with Y4" crushed stone to a minimum depth of 8 Inches or AOBE. O 16d common(3 1/2"x 0.162") 16"o.c. face nail I d 1 72"galvanized roofing nail;staple galvanized, 84022 CONCRETE. Basement walls,foundation waifs,exterior O=p Bottom plate to joist,rim joist,band joist or 35 X gypsum sheathing i „ 1 „ 7 7 walls and other vertical concrete work exposed to the tf1 t- 14 16d box 3 1 "x ") 1/2 long; 1 /4 screws,Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum w blocking(not at braced wall panels) ( /2 0.135 ,or 12"o.c. face nail compressive strength of f'c,=3,000 psl at 28 days. Porches, 131343 Q- r 3"x 0.131" nails s d 1 %4" galvanized roofing nail; staple galvanized, carport slabs and steps exposed to he weather,andgarage i 36 / gypsum sheathing s „ s ,: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. "I' r "I' Z m 3-16d box 3 y"x 0.135" ; or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P P floor slabs shall be air entrained stone concrete with a O � O �0 Bottom plate to joist,rim joist,band joist or ( ) b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'o=3,500 psl at 28 days. O O 15 2-16d common 2%"x 0.162" ; or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing blocking(at braced wall panel) ( ) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. dJ f- 4-3"x 0.131" nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations O Q O 37 4" and less6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e., to a minimum ' Y T _ 8d common(2 Y x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O v - 4-8d box(2%"x 0.113");or 1� O � 3-16d box(3%"x 0.135");or „ - 8d common(2%" x 0.131")nail;or 6 12 e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. R404.1.'1 BACKFILL: Backfill shall not be placed against r O O Z 4-8d common(2%"x 0.131");or Toe nail 38 I 8d deformed(2%"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of '1 days. Brace top 1 w - 4-1 Od box on x 0.128");or 1� l Od common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. Z O < d- 4-3"x 0.131" nails 39 1%" - 1/4" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using R502.I WOOD FLOOR FRAMING: Load bearing dimension lumber Id O u� O ' 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail g N O u U k w 6 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - V 3-16d box(3 %"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVLJ shall have a minimum Fb=3,100 psi and modulus W LLU..I Z ( ) For SI: 1 inch=25.4 mm 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x ►HAL0^6. ul Z 2-16d common 3 y"x 0.162" ; or � OC U End nail -•�- a 3-10d box(3"x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall d 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and beDouglas fir-larch No. 2 or better. Studs shall be a minimum OL sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. < 3-10d box(3"x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c WALL SHEATHING USED TO RESIST WIND PRESSURES R"1o2.3 GYPSUM BOARD: All Interior walls to be covered with Y2" ►- 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise :, „ noted on plans. - 3-3 x 0.131 nails ULTIMATE DESIGN v b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM w 3-8d box 21/2"x 0.113" c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R?03.3 SIDING: ( ); or P PP P g NOMINAL Ott Exterior wall covering shall be vinyl siding tested aL 1L � 2-8d common(2%"x 0.131") or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. STRUCTURAL PANEL FALL STUD SPACING (mph) by the manufacturer for use In high-wind regions and Installed -O w Q Q 18 1"brace to each stud and late „ . PANEL SPAN SPACING with fasteners in strict accordance with the manufacturers 0 2 OAC P 2-1 Od box(3 x 0.128 ), or Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. Use stainless steel nails for IL RATING (inches) g p g y fastenin vinyl siding on buildings located within 3,000 feet of O 2 staples 1 %4„ f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size (inches) a y g g �j O dJ p (inches) ( ) (inches o.c.) (inches o.c.) $ C D the ocean Ilse. O inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less m 3-8d box(2,V2"x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common s 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber O 2 0"x 0.113" 1.5 24/0 / 16 6 12 140 115 110 for rafters,trusses, roof beams and ceiling Joists shall be -t „ 2-8d common(2%2"x 0.131"); or less than 140 mph. ( ) g 19 1 x 6 sheathing to each bearing 2-10d box(3"x 0.128"); or Face nail g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 1.75 6 12 170 140 135 Douglas fir-larch No. 2 or better. 2 staples, V crown, 16 ga., 13/4" long sheathing shall conform to ASTM C 208. (2.5m 75 24/16 "x 0.131" 1. %6 24 6 12 140 115 110 RSo6 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required ace within he sminimum net free ventllatinoffit. Attic Is unvented.area of Xso of he area of the DATE: FEBRUARY 2021 3-8d box(21/2 vented s x 0.113 ), or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p 3-8d common(2%" x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges e endicularto For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RL1052 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g g g P g PrP � � 9 Pp 3-10d box(3"x 0.128");or be labeled to indicate compliance with ASTM D-1158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, V crown, 16 ga., 1 %4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 acco,or rdanceTwih he l manufacturer's Class turer''s nstr<ucand shall tionsttoed in achieve g P PrP PP PYPY g P inches on center shall be applied with panel strength axis perpendicular to supports.20 1"x 8" and wider sheathingto each bearing �� � Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on PP P g PrP PP that rating. Use a minimum of six Halls per strep shingle. Use g Wider than 1 x 8 b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 21/2"x 0.113" ; or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on saltwater. ( ) Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%2" x 0.131");or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY. All combustion air for factory-built 3 x 0.128 ;or ) 3-10d box " " j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. fireplaces shall be provided from the exterior of the dwelling _ ( span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. in accordance with he UL listing. 4 staples, V crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS ( ) Load bearing or braced/shear wall m -7 Plate nail-16d 0.135"x 3Y2" at above(must stack over wall below) Load bearing or braced/shear wall above 1 �� Plate nail, 16d(0.135 x 3 YZ") 12"on-center � 9 Plate nail, ent16d(0.135"x 3/2 ) at 16"on-center When sheathing thickness exceeds 7/8", 2x stud wall at Floor panel nail- Blocking panel: 1/8"TJ®Rim Board,1 (must stack over wall below when present) R ALLOWABLE HOLES - TJ 1® Joists at 16' on-center , / ® o• No load bearing z trim sheathing tongue at rim board 16�on-center 8d(0.131"x 2/2'")at 6"on-center a"TimberStrand LSL or TJI Joist. Blocking panel: Web Stiffener wall above Min.distance from Table A Min.distance from Table B 1y"hole maybe cut Q 1Y8"TJ®Rim Board, 1Y4" Plate nail-16d(0.135"x 3Yz") Blocking panel: anywhere In web out- required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand' LSL or at 16"on-center* IV'TJ®Rim Board, o sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® cue or notch flange. TJI"joist Floor panel nail- 8d(0.131"x 2Yz")at 6"on boundary nails, at B3W ONLY IX"TimberStrand LSL 1 or TJI joist O 8d(0.131"x 2Yz")a 1/a"TimberStrand® • N Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Ys Web stiffeners 6" 6 O nail j each side at A3._W se required on both • v Toe nail-10d(0.131" Sides of both joist 6" L1 2 x D1 01 Closely grouped round Lz 2 x L2 D2 6" 6" 2 Toe nail, Toe nail, When sheathing holes are permitted if - O 1Ya"TJ Rim Board(A3/A3W g x 3")at 6"on-center ends at B4W ONLY No field cur minimum P minimum No field cut Do not 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist y) thickness exceeds 7/8 12" Web stiffeners re uired DO NOT holes M (applies to all holes the group perimeter holes in holes larger at 6"on-center at 6"on-center one i trim sheathing tongue min. q End of joists at hatched meets requirements for hatched 1 s LL 1/a TimberStrand LSL. 9 9 3 „ on both sides at B1 W cut reins In cantilever except knockouts) q than to In For nm board thicker than 1/a centerline zones round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement q Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support w Toe nail-10d(0.131"x 3") required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blockingpanels may be required pp at 6"on-center* p p g Blocking panels may be required with braced/shear p y Minimum distance from edge of hole to inside face of nearest end support Z N * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W 9 p Y 4 63 63W with braced/shear walls above or g4 B4W pp Al Al W A2 A2W j p 8(91919 nail from side of parallel closure into rim board. walls above or below-see detail B1 O O below-see detail B1 O O TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - O rim joist per A3 detail. Joist *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 A3.4'* DEPTH 2'• 3" a" 5" 6Y2" 7" 8%" 11" 13" z" 3" 4'• 5" 6Y" 7" e'/o" +1" 13'• O O Nail through 2x cantilever,wood backer and O O O Details and Installation in Weyerhaeuser Installation Guide 110 r-0" V-6" 2'-0" T-0" 5'-0" r-0" r-6" T-6" T-6" 4'-6" N Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1 e"TJ®Rim Board or 14'TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") Q for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9%" 210 1'-0" V-s'• 7-6" T-0" 5'-6" 1'-0" 7-0" 2'-6" 4'-0" 5'-0" - ( ) panel 230 V-6" 2'-0" T-6" 3'•6" 5'-6" V-0" 74. T-0" 4'-6" 5'-0" Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJ10 360 V-6" 2'-0" S-D" 4'-0" 6'-0" 1'-6" T-s" T-6" V-0" 5'-6" t`1 with connections equivalent to floor panel joist flange widths. 560 V-6" 2'-6" 3'-6" F-O" T-0" 2'-0" T-0" 4'-0" V-e" 6'-0" schedule. 1+0 V-0" 1'-0" V-6" 2'-0" 2'-6" T-0" 5'-6" ,'-0" 1'-6" 2'-0" 2'-6" 4'-6" T-0" 6'-0" # 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 11/e"TJ®Rim Board 11/a"TimberStrand z10 r-o" r-6~ 2'-0° z'-o" 3'-0° 3'-6" s•-o•' ,•-o" r-6" 7-s" 3'-0" s'-o" s'-s~ s'-s° reinforcement and filler 16"deep blocking panels;6"diameter 4'-0"length of 7 ". block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3')nails, Attach reinforcement to joist 1+8 230 11.0" V-6" 7-0" 2'-s" T-0" T-6" 6'-6" 1'-0" 2'-0" 7-6" T-s" s'-s" 5'-6" T-0" 9 8"diameter maximum hole for 11/ 9 with one 8d(0.131"x 2/) 360 r•s" 7-D" T-0" 3'-s" 4'-6" s'-0" T-0^ r-s^ 7-s" 3'-s" a'-s^ s'-6^ s'-s" 7'-s^ 1 7 one each at top and bottom flange. " 560 1'-6" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" S'-o" V-6" 7-6" T-6" 5•-6" T-0" T-6" T-0" �--1 %a"reinforcement both 16"deep blocking panels; p diameter with 9/2"and 11/"TJI® or shorter than 12"long. Attach reinforcement to joist nail at each comer F1 applies to +10 1'-0" T-0" T-0" 1'-0" F-6" 2'-0" 3'-0" 5'-s^ 2-0" T-0" 1'-6" F-0" T-s" T-0" F-o" a'-o" 8°diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. J Web stiffeners / 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Yz") Horizontal blocking uniformly 210 1'-0" ,'-0" V-0" 1'-6" V-o" 2'-s" T-e" s'-D" V-0" 1'-0" 2'-0" 2'-6" T-o" 4'-s" 6'-6" a'-s" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ys"TJ®Rim Board 1Ya" nail at each corner panels between each loaded joists 14•' 230 V-0" 1'-0" ,'-o" V-6" 2'�" 2'-6" 4'•0" T-0" v-0" 1'-0" 2'•0" T-0" 4'-0" s'-0" T-0" 9'-0" sides at E1 W ONLY panels 9/"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r o" r-o" r-s° 2'-6" 3'-6" 4'-0~ 5'-6" 8'•0" r-0" v. 2'-6" a'-o" 6'-0" 6'-6" 8'-0" 9'-6" 1• " 12"long. 1 10d(0.131"x 3")nails,one 12"length of 3/" connections equivalent to Wood A eta 560 •r-0" r-0" 2'-0^ 3'-0" a'-e^ 5'-0" 6'-6" 9'-0" r-6" T-D" a'-o^ 5'-0" -T-O" T-6" 9'-0" 10'-0" - /i1 0Do not cut flanges. 1Y8"TJa Rim Board or 1/a" each at top and bottom flange. reinforcement on floor panel schedule. backer a vd`Jet CEJ) 210 r'-0^ r-o" •r-o° r-o" r•o° r-s" z'-s" 3'-6" 6'-0" 1'-0" r-o" r-0' T-o" 3'•0° 3'-6" s•-6" a'-0' ,r-o" O ((( 1101, TimberStrand® LSL. Nail with one side at E5, 12"length of 3/4" vie et ca����°ad2o 16" 360 V-0" 1'-0" 1=0° 1'-0" z=6" 2.6" a-6" 6'-6-- s=o" 1=0° ,'-o~ 1-6- 3 0" F-0" F-6" V-0. 10'-0.. 11-s~ 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6- reinforcement on ones e 112 •e� <�` each at top and bottom flange. joist web with 3 rows Full depth verticalid a�tiv� tit ego 5so r-0^ r-0^ r o" r-o° r-s° 3'-0" s-0" T-6" 10'-0" r-o" 2'-o" T-0" a'-6~ s'-6^ T-o" 10'-0" 11'-0' 12'-0" blocking between at E7,both sides at E8 F1 ° �e�`° l� , 10d(0.148"x 3")nails at 6" 9 a•• s'• s'• r• s" 10•• +z^ 1s•' 1r' a" s• s" r• e" +o•' +z" 1s^ 17- T_ - Attach reinforcement on-center,clinched. Use 2 each joist 18" 360 -0" 1.0" r-o" r-0" 2'-0" a'-o^ s'-6° 10'-0" r-0~ r-6" T-0" a'-6" F-0" 10'-0" 1r'-o" 13'-6" 2x4 minimum 0 7 " E7 E8 Less than 5" to Joist flange with 2'. R` rows with 9Yz"and 11%" Less than 5" 5so r-o^ r-o" r-o" r-o" 2'-0~ a'.6" T-0" 1 r-o^ 7-0" 3'-6~ 5'-0^ s'-s~ e'-o" 1 r-o^ 17-0^ 14'-6^ squash blocks �" 8d(0.131"x 2Y2")nails at 6" aIS", TJI®joists. * 20„ 360 1'•0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" 10'-6" 1'-0" V-0" V-6" T.0" 4'-6" 8'-0'.11 1'-6" 1/"TJ®Rim Board or 2 �� on-center.When reinforcing E5 E6 �/Gap . WEB STIFFENER ATTACHMENT 56o r-o" r-o~ no° r-o~ r-o" 2'-0° a'-s° 9'-0" ,r-s" r-o" r-s° CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a'� both sides,stagger nails. Ya"minimum transfer load aroundTJl5 'oist horizontal E4 1 " ® • 23/"maximum Table B - Intermediate or Cantilever Support / E1 E1V/ Nail with 10d(0.131"x 3") E2 E3 Not for use with 3/2 TJI Joist flange widths 1„ Minimum distance from edge of hole to inside face opearest intermediate or cantilever su ort nails,one each at top and (1�"for TJ Is Nailing: p bottom flange. Option#1: 560,560D) See sizes below. JOIST rJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJ 10 joist blocking with end Web stiffener both sides. DEPT" 2' 3 4' s sY' T' s% ++" 13" r 3 a" s sY2 T' e% ++" +3 blocks installed at Y3 joist-span adhesive to all See sizes below. *With point load from above,and no support 110 T-0" Z-6" T-6" 4'-6" T-6'• 1'-6- 2'-6" T-6" 5'-6" 6'-6- Hanger bearing plate required. Structural exterior sheathing locations using P PP Ha minimum must Double TJI®Joist Filler Block: Hanger Backer Block:Install ti ht Maximum Ya"overhan contact surfaces 7� * below,install web stiffener tight to top flange y�•. 2+0 2'-0" T-6" 3'-s" 5'-0" 8'-0" 2'•0~ T'6" a'-6' e'•6" T-6- be g Flashingtwo 8d(0.113"x 2Y2") I Tight fit a 230 2'-6^ 3'-D" a'-o° s'-s^ e'-6° 2'-0" 3'-6" a'-s" s'-s" T-6" be a minimum of so% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. (gap at bottom flange) ofJoist depth p p g ( g P nails Or Nailing Requirements 360 T'6' T.0" V-6" T'6" 0'-0" 3'-0" 4'-6" 6'-6" T-6" 8'-0" nails when possible. flange with face mount hangers). Treated 2x_ ieQa 2%"screws, ® Depth Minimum Web g q sso 3'-6" 5'-0" e'-o" 7'-s" 10'0" a'-o" 5'-s" s'-s" s'-o" s'-o" Clinch nails when possible. a led er �1°va a� typical TJI Joist Series (in.) Stiffener Size Type Number Nails ++0 1'-0" r-o~ r-6^ 7-6" a'-0" 4'-6^ 8'-6" r-0" r-6" 7'6" a'-o" T.0" T.0'• 9'-6- ledger $ End Intermediate 210 1'-0" 1'-0" T-0" T-0" 4'-6" s'-0" V-0" 1'-0" T-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" zy; See fastener 1 110 All Y/8"X 2Y6,") 118 230 1'4" 2'•0" 2'-6" T-6" F-0" 5'-6" 10'_0" 1'-0" 7-6'• T-6" 5'-0" 8'•6" 9'_0" 10'_6" r'^•' 1/a"TJ®Rim Board or 1Ya" 210 All /a X 2/e" 360 2'-0" T-0" 4'•0" 5'-6" T-0" 7'-6" 1,•-0" 7-0" T-6" V-0" 7'-0" 9'•6" 9'-6" 11'-0" • -:"••: .. table below.Maintain 3 �� s c+l 8d Top mount 2"distance minimum from TimberStrand® LSL. 7 s 0.113"x 212„ 560 V-s" T-0" 4'-6" 5'-6" V-0" V-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6^ 11'-0" 12'-0" (minimum) 230&360 All / x 2/6" ( ) 3 3 110 r-0' r-0" r-0" r-0" 7-0" 2'-6" 4'-6" 8'-6" r-0" r-0" r-0" 2'-6" s-0' 6'-0" 9'-0^ 12'-0" hanger Option#2: edge of ledger to fastener. 1 2x_strapping installed at/ 16d 210 r-o" r•o" r-o" r-o° 7-s° 3'-0° s'-s° 9'-6° r-o" r-o" z'-o° 3'-s° 6'-0° T-o" 10'-0" 13'-0~ Fmount Backer block joist-span locations using two 2 560 All 2x4'2' V2") +a" 230 r-0~ r-0' r-0" 2'-0" T-6" a'-0" F-o" 10'-6" r-0" r-0" z'-6° a'-0" s'-6" T-6" 11-- ace o" Allowable Load(lbs 1 „ (0.135"X 360 1'-0" 1'-0" T.0" T-6" 5'-6" V-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger both sides of web / screws perjoist,typical with single TJI®joist Fastener 1%"TimberStrand® I%"TJ®Rim Board 18" 4 4 560 V-0" 1'-0" 1'-6" T-6" 5'-6" V-6" V-6" 13'-6" 1'-0" T-0" F-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0•' LSL rim board 16d Option#3: 560D 20 2x4'2' 5 5 210 r-o" r-o° •r-o^ r-o° r-o° r-o" 3'-6" s'-o" 10'-0° r-o" 1'-0" r-o" r-s" a'-s" s'-s° 10-0" 12'-6° 16'-0" Web stiffeners required if sides of With top mount hangers,backer block required only Y"lag bolt 610 a8o Directly applied ceiling 22"(1) (0.135"x 3Y2") 6 11 16" 230 r-0" r-0~ r-o" r-0" r-6" T-0" a'-o" 6'-6" 1r-0" r-0~ 1'-0" r-0" 2'-6" 6-0" s'-o^ 10'-6" 13'-6" 16'-6" H1 hanger do not laterally support at H2 H3 24"c3J 6 13 Seo r-o" r-o" r-o" r-0.. 3-0" 4'-0" s'-s" 10'-0" 13'-6" r-0" r-0" 2'-0" 4'•0" T-s^ 8'-s^ 13'-0" 14'-6~ 17'-0^ 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 O least/"of TJI joist top flange O conditions.For nailing requirements see page 5 TJ• LA When specified on the layout,one of W (1)PS1 or PS2 sheathing,face grain vertical see 1'-0" ,-o" 1'-0^ 1'-0" 7-6" T-6" 7'-0" 11'-0" 15'-0~ 1'-D" ,'-o~ 3'-6" 5'-6" 9'-o~ 1o'-o" 1a'-s^ 16'-o" cn q p l the bracin o tions above is re required O 4- s' " T " " • " " " " , 9001 Weyerhaeuser installation Guide for Floor and O g p q (2)Construction grade or better s e +o +2 +5 +7 a s s 7 s 10 +z +s +7 y 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 r-o" r-o" ,'-0^ r-s" 3•-0" s'-o° 9'-0~ 15'-o" r-o^ r-s" a'4' 6'-s~ 9'-0° ,a'-s~ Roof Framing,TJ-9001. 1a^ 56D r-o" 1'-0" r-o" r-o" z'-o 6'-0" ,o'-o^ 1s'-6" i,-o,, 3'-6" s'-o" e'-6" 1r-s" 1s'-s^ BEAM DETAILS FASTENING of FLOOR PANELS 360 ,' 1' 1'-0" , 6'-0" 11'-0" 1 s'-6" 1'-o" 1'-0" 1'-s" a' 7' 12-s" 1 ,s'-o" 2,' Guidelines for Closest On-Center S Spacing per Row FILLER and BACKER BLOCK SIZES 20' +t<- P 9P 560 1'-0" 1'-0•' 1'-0" 1'-0" 1'-0^ 1'-6" 5•-6" 1z'-o" � TJI®(1)(2) Rim Board 1V. TJi)Joists 110 210 230 or 360 560 Rectangular holes based on measurement or longest side. ' V ® Microllam® Parallam® 1 • Leave Y8"of web(minimum)at top and bottom of hole. DO NOT cut Joist flanges. LU V z z BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, iso and 1a"TJ®RI 1Ya" TimberStrand LSL 9�"or 9/z"or 14"or 9Y2"or 14"or 18"or r 14"or 18"or OR WINDOW HEADER and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth r 14" 16" z 16" 20" 11 16" 20" • Tables are based on uniform load tables In current design literature. Z Z _ BEARING AT WALL CONNECTION CONCRETE WALL Ills'• 11/e" 11/e" � •g � � � 8d(0.113"x 2Yz"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" Y Filler Block(1) 2x6+W 2x8+%" 2x6+)i" 2x8+y" 2x12+Y" Two Two Two - - _l 75 Q _J W 1%"TJe Rim Board Or Strap per code if top plate (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 • For simple span(5'minimum),uniformly loaded joists used In residential applications,one maximum size round hole maybe located � ,^ - �Z W 1Y4"TimberStrand® LSL or is not Continuous over 10d(0.148"x 3"),12d(0.148"x 3y") 3 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur In the joist. Q V ,- Q z Cantilever 2x6 2x10 2x6+Y" 2x10+%" 2x6+j2` 2x10+Yz" N tl Q Q blocking for lateral support header 16d(0.162"x 3Ys") 6" 6" a 8" 6" Not �- Filler long long sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES - Headers and Beams Ztu (3 OL z r- w (1)Stagger nails when using 4"on-center spacing and maintain 1 Y8"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long app Ilcable 1' ' Q panel edges)for diaphragms.Fastener spacing for TJI 0 joists In diaphragm applications cannot be less than shown in table.When fastener spacing for + R I -tlJ Backer Block() 1.55E TimberStrand@ LSL Headers and Beams 0 1)C _ ® Q Strap per Code if top ;�•;• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. Detail F1 %11 3 " 3 " � " 7 " 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least"/"and staggered. ( or/ / or/e / or 1"Net 2x6 2x8 2x12 llN1 N plate is not Continuous ( ) PP P P gg or H2) 2 x diameter of the •" *�- m V Q over Column (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 1 " Q O } <T Top mount 4 Can be reduced to 4"on-center if nail penetration into the narrowed a is no more than 1 3/"(to avoids splitting). r1 IIn ecessary,increase filter and backer block height/or face mount handers and maintain/s ap at top of/oist,see detail W.Fillerandbacker largest hole(minimum) Q ( ) p 9 P g)• block dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). N (� Q hanger t• (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). Y depth - V / � Q (� Column Protect untreated ■Recommended nailingis 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Face mount wood from direct g P g g q g g p hanger recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor concrete and Roof Framing,TJ-9001. O O L1 L2 L3 See current Weyerhaeuser L4 ° literature for framing connectors ■Nailing rows must be offset at least Yz"and staggered. ® 0 0 0 0 0 1.55 E TimberStrand®LSL ■14 ga.staples may be substituted for 8d(0.113"x 2Yz')nails if minimum penetration of 1"into the TJI Joist or rim board is achieved. ■Maximum nails spacing for TJI joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P 9 1 Depth Hole Size cantilever and end bearings by blocking panels,hangers,or direct attachment to 9Ya"-9 z" 3" Multiple-Member Connections for Top-Loaded Beams 6„ 6" „y"_11 ri• 35r" P P TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements O 14"-16" 45/8" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone *y_."•"�+¢r,•.. p Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. ,`� �..�••t"•a.r' ' ,• sides,stagger fasteners on the second 10d nails 3" 3'2i 99 • Round holes onlyJi BEARING AT 12" side so they fall halfway between �" lrz" ,K-� J COLUMN 2 12d-16d nails 3 Y4" 2i2i One side fasteners on the first side. • No holes in headers or beams in plank orientation. 4;rM !�,I t_ y+/ � Screws 33/8"or 3Y2" 2 24" 1 r 10d nails 3" 3 / Al ' c2i DO NOT bevel cutjoist �. •,pf f H2 ff 12" Both sides joint Other Trus Joist® Headers and Beams 12d-16d nails 3 Ya" 2i2' beyond inside face of wall. Microllam® LVL B �1!t•, ` c' rs';'a° 3 Rim board E2 between joists DO NOT overhangseat cuts `i4, "4;'?� ¢• C�*'"�i''>r�, 1.3E TimberStrand® and Parallam®PSL 3%8"or 3Y2' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the + %s`,"" p`°"'''``'p• �' `t Screws 2 24" Load must be applied evenly across Y3 depth o 5" One side face ofsupportmember largest hole(minimum) entire beam width.Otherwise,use Verify column capacity (3) c2) connections for side-loaded beams. DO NOT cut,notch or drill , fY P y 10d nails 3" 3 r and beam bearing 12" One side holes In headers or beams I L5 length.See current 12d-16d nails,,, 3Y4" 2i2) (per ply) d except as Indicated in ----=�k��l �')�"� O g 4 0 0 o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° ° 6 3q" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams Q 5"or 6" Both sides maximum width of 7" • 1Y' TJ Rim Board or 1Y" Parallame PSL Header or Beam Maximum Round -� 3 „ TimberStrand® LSL. allowed hole zone Depth Hole Size Screws 2 24" O 3 2 6 One side L3 Q Y A2 middle Y span 4%" V Q 1- � Y2"bolts 8" 2 24" - 5Y2" 13/4" Q d d 1.3E TimberStrand® LSL allowed hole zone d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM'. B1 L1 7Ya" 20" 2" �j f COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See Illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Q Q B2 IZ Ism Allowed hole zone suitable for headers and beams with uniform loads only. Q • Round holes only O O BEAM ON • No holes In cantilevers. H m COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes In headers or beams in plank orientation. O O 1/"TJ®Rim Board or (Load bearing wall above) 1Y4"TimberStrands LSL. Joist may be shifted up to 3"if Use B1 of B2 at Q One 10d each x e floor panel edge is supported O WARNING �- Q k Q Z + '• nail into each flange p g pp B4 intermediate bearingsCZ 0 One l e (0.113"x 2/ ) and span rating is not exceeded. With load bearing Or Joists are unstable until braced laterally Z < IL nail each side.Drive Do not cut joist flanges. nails at an angle at Plumbing Drop braced/shear wall Bracing includes: 1 I 1 X (� O least%"from end. JJ_! from above P1 End of joists • Blockers • Sheathing • Strut Lines Q Ni Q Hangers Rim Board • N - v 17- Q 6 at centerline 9 Rim Joist 3Y2'minimum of support L2 211111, COLUMN BASE 3 intermediate bearing Also see detail B2W Z 1/a'minimum end bearing dLU single-family applications 5Y4"may be required l for maximum H1 , - < p Shear transfer:Connections equivalent capacity O r i- x to floor panel nailing schedule . u f- < ;:.•,,�, Rim to TJI®Joist ° . DO NOT walk on joists DO NOT walk on joists DO NOT stack building a < 1Ys"TJ®Rim Board, TJI®560 rim joist:Toe O O until braced. that are lying flat. materials on unsheathed ~ V J N ;•�,;:;:;,,• 1 Additional joist is required if 1/a"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 ° INJURY MAY RESULT. TJI®110 rim joist: nails,one each side of • : ;: ••� joists.Stack only over V W or if span rating is exceeded. ' Exterior Deck WARNING NOTES: beams or walls. Y 1U < P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 : : O LA DO NOT use sawn Lack of proper bracing during construction can result in serious -1 lU 0 into each flange floor • ' ? ° Attachment p p g g Q Q g j �� �' �`• Structural /umber for rim accidents.Observe the following guidelines: !1• TJI®210,230,and 360 rim INSTALLATION TIPS •• ° sheathing board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI 0joists must be completely installed and properly nailed. IL ELEVATED I I joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Q COLUMN BASE +� One 16d(0.135"x 3%")nail 1173 •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 13/"minimum bearing Into each flange may not be required, O Use On/ 3.Safet bracin of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each 1- to Top View Y y g ( ) ( ) Locate rim board joint between joists. O Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. 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 must be completely attached to each TJI®joist before additional loads can be placed on the system. ' O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ' of a TJI Joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 112"from true alignment. 1Y8"TJ®Rim Board or 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with ;3:;:•N? "' ''f" TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P3 non-shrink See framing Ian if applicable)or flush with inside face rout Drive nails at an g p ( pp ) of wall or beam I-.101ST DETAILS " 9 One 10d 10.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJO&Instaiiation Guide, TJ-9006, which should be referenced for additional information. - p l TONIN COMMENTS z ' ' THE I — ZENITH ' ' o w A GUAL I TY NEN HOME MODEL BY o A � OASIS AT MATTI TUCK, GORE. o tu z N N 1U �O Ll Hill Mu V I I � I i V l \ a � V L m1v LU wm zo Z z 8 7 z� �?z FINISHED SECOND FLOOR f� O z lU - - — L — - - - - - - - - - - • z 11..1 100 tu oz 4oW FLOOR AREA ° � � <� �13 TSL Q > Y- < ILIFIRST FLOOR 1,373 sf (� N O Q 5ECOND FLOOR 1,129 sf u GARAGE 585 sf PORCH 66 1466 sf 0 ° TOTAL LIVING SPACE 2,502 sf CONDITIONED FLOOR AREA 3,908 sf (INCLUDES BASEMENT) FINISHED FIRST FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFILTRATION VOLUME 42,583 Gf �•"4`•YP' r� r 'r„ - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTIC 8 BASEMENT) FINISHED GRADE ON .s •• • ,' , - . . . , .. .' • , � ���f* •,�MI^,.•• g' l tA v.0// ,- . I I I I INDEX TO Dfi�ANI N0S " `4_Ff mss" r i.e ia,4r '.94. i I I i t I I I I I I I DRAWLING No. ' i'��.r;�>E`.M, �•'� . I I I I I I I I I COVER ELEVATIONS A-1 ELEVATIONS A-2 0�-UVERED DEC O Q 2021 FOUNDATION PLAN A-3 I I I I I I I I I FIRST FLOOR PLAN A-4 I I I I I I I 2nd FLOOR PLAN A-5 — I h HALL N5 8 4 I NO 4 ROOF PLAN AA_6 U O 0 'r NOTE5 A-8 0 I I I I I I TJI-DETAIL5 A-9 0 ` �— — - - - - - - - - - - - - - - - LL L - - - - - Q L - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - L - - - - - - - J - - - - - - - - - - - - - - - -1- - L- - - - - - - - - - - -I- -I- - - - - - - - - - - - - - - - - - - - - - - - �- - - -] pp -- �- rr Oz O 00 FRONT ELEVATION SCALE: I/4" = i ft _ DEC 2 12021 Z o< o 9 d- 0 0 BU!!_DIN DEFT. IBJ Q O TOWN OF SUU7"HOLD UL W Q OL � W V- I o � O �° IL o to DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A - 1 Z Z HIT ILL HI 111 11 111 1 O p rr- v ar O w IL 111 11 M11 , 111, 11 1�11 I all U111H 111111 HH 11 Ilu 11 [lull JHII N LILLLIL]IiULLLilffI�Lfl-WLML�i-L]Lji-WLJU-L]Ltj Ll 11 u 1111 1-11 AA-H 11I ATIA mmmtm - - - - - - - - - - - - - F- Q ry4 } UJ Q - - - - - - - - - - i� V LU m o LU wLU Z m Z Zd) t—� — —1 p 13 V � r- Qz Z fu �z zOw > Q J moa REAS' ELEVATION OL0, � o> �Q rY � 50ALE: 1/4" = 1 ft � z Q IN; (4 ydly. r41^9 a r•�����S�.rx!A4R DE VERED DIC 0 8 2021 - p 12 12 0 d) a a p >r 00 OL -- 8 a 0 0 0 � to 12 12 Y O LU p N o� o 0 El � �® � _ ® E3 E3 7E] W� < < 000 El El El 3: � 4 .n OL ® J L El DO 0 ~ N Vry 60 - - - - - - - - - - - - - - - - - -- - - - - - - _ - - - - _V IL < L1 0 0 L1 El El El 0 o IL o O m DATE: FEBRUARY 2021 5117 1D E ELEVATION 51F_ ELEVA71ON REAR 8 SIDE ELEVATIONS 50ALE: 1/4" = I ft 50ALE: 1/4" = I ft DRAWING NUMBER A A 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER z Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE Q A-� No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] v TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 F- 2x8 [UG35] P.T. LEDGER N 1/2" SELF-ADHERING POLYMER-MODIFIED 0O.C. ITUMEN ICE SHIELD BARRIER [RgO5.1.2] 0 WW [R50-7.21 R507 2] W x 4" GALV. LAG SCREWS AT ib" O. (85 . STAGGERED 24" INSIDE EXTERIOR ALL LINE FOR 2:12 TO < 8:12 SLOPES V 36" IN51DE EXTERIOR ALL LINE FOR> 8:12 SLOPES LL AC 1/2" STRUCTURAL PANEL 5HEATHING [R803.2] LL 35'-0" 2'-0" 3'-6" R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATIONQ .. W Lu 4'-6" 5'-6" 14'-0" 6'-6" 4'-6" 0 DECK LATERAL SOLID WOOD BLOCKING _ CONNECTION i- - - - - - - � [R501A.2] P.G. FT65IMP50N DT-1`2 EGRESS WINDOW WELL - INSTALL IAW 8" CONCRETE STEM WALL ON CEILING JOIST - - - MANUF RCR'5 16" x 8" P.G. FOOTING Q O Q SPE FIGATION5 _- PROVIDE FALL PROTECTION DRIP EDGE [Rg05.2.8.5] (V BASEMENT ENTRANCE 5TAIR5 O_ _ __�_O�-_- -.� I ( IGAL-2) 8" REINFORCED CONCRETE RETAINING WALL - - - - - - (2)-2x8 P.T. 6DR - - - - - - (TMP-3) �IxB WOOD FASCIA # _ #4 REBAR AT 12" ON-CENTER EACH WAY L - -I L - -I L 1 GYPSUM WALLBOARD { (� SOFFIT VENT - iL- STANDARD HOOK AND LAP INTO 16" x 8" P.G. _ _ I _ u- o DEGK 8 I _ _ FOOTING. 2 MIN REBAR COVER _ ;n � _ DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID dJ I F -1 I ' Q ABOVE c0 I I MINIMUM 24" LAP SPLICE LENGTH (R602.3.21 ! INSULATION TO WOOD FRAMING PER - -� - - - - - -- - - - - - - MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND AREAS AND TO?/a R m I �Q_� - L - _I N - LQ _ J L - I SUCTION LOAD EXPOSUREMB) O 428 psf - - - - - - - - - - - - - - - - - - - - - - - ' I- , P ( ) OR O sf 't�} - - - - - - i (EXPOSURE C). 6" aN IL'[ 11 .8] GONG PLAT] \ - - - - - - - - - - - - - - - - - - - - D 2836,CA5EMENT - - - - - - - - \- (D - - 2836 GA5EMENT AND STEPS I EGRESS-WINVM EGRE55 WINDOW I ( i N I R SE 5 * DR DELL I \ I I PLASTIC HOU5EWRAP INSTALLED UNDER FOAM - DRYVIE J EMERGENCY E50APE $ RESCUE OPENING I L - INSULATION. IN5TALL ALL OL - - - - - - - - -1 - - - I3o6e [R310] I �� MANUFACTURER'S INSTRUCTIONS [R-705.21MS PER � 2x4 WALL STUDS AT I6 O.G. R-15 UNFAGED FIBERGLASS BATT INSULATION R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - ' J BASEMENT I- - 5/4" - -i GAP-HEAD NAILS WITH AMINIMUM 1 4" P.G. SLAB I PENETRATION;SPACED 12" O.G. PERIMETER AND f 2x8 PLATFORM ; 6 I I R-13 2 CLOSED-CELL 5PF INSULATION I6" O.G. FIELD. 1 A. O. SMITH I N FLOOR PLATFORMM(AL50 AT RIM 1- NOT SHOWST IN D I GA5 WATER HEATER ( 1/2" STRUCTURAL PANEL SHEATHING F r GPVT 50 200 HW CAPACITY = 50 gal I z a I I • NOTE: - I (- - - - 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE HOLDDONNS ARE N X N I AFGO ZIP MODEL 4X I 2x BAND JOIST O o I NOT REGU I RED FOR x 4"m 5TL COLUMN ON w z I I S THIS PROJECT. N 4'-O"x4'-O"x14" DEEP P.G. FT6. I 2x6 PRESERVATIVE TREATED SILL [UG2] (�w , ® H/#5 REBAR AT 8" ON-CENTER EACH WAY 0 I I € C� (TYPICAL-4) I - N cv O FLOOR JOISTS COPPER TERMITE SHIELD -- OVER SILL SEAL a O I I 2x8 [UG3B] P.T. LEDGER 1 (a I I/2":P x 4" GALV. LAG SCREWS I I I `® I -J EXTEND SIDING TO WITHIN 12" OF FINAL N I OH (3)-1.75x11.875 LVL GDR AT 16' O.G. STAGGERED I GRADE FOR HISTORIC DISTRICTS 1! Q I I -1- - (ENGINEERED DESIGN) _ - - - _ - _ _ _ _ [R50-12] 2x6�J; p WOOD SILL PLATE TO FOUNDATION ANCHORAGE m I DOUBLE FRAME 1- r (- - F I AT 16' c!- N MINIMUM Y2" d1o. ANCHOR BOLTS SPACED NOT II I i AT 5TAIR5 = GREATER THAN 6 FEET ON-CENTER EMBEDDED m ip Q i I - -- - 1-= _ I -- -- - I -i________; I -- -- I-- _ I I I I ( NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE UNEXCAVATED -- ; 1 -- -- -- ' *�"- -- -- CELLS OF CONCRETE MASONRY UNITS. THE `l BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD `-; BEAM POCKET I I I I I I I I I OF THE WIDTH OF THE PLATE. A NUT AND L - - - - J VIA5HER SHALL BE TIGHTENED ON EACH ANCHOR E- (TMP-2) L - - - - J 10'-4" L - - - - J 8'-10" L - - - - J 8' BOLT. THERE SHALL BE NOT FEWER THAN TWO Z 1 I 1 m F- BOLTS PER PLATE SECTION WITH ONE BOLT a 'J�I] ( W LOCATED NOT MORE THAN 12 INCHES OR LESS J-L-1 IJ z ZW z _ i THAN SEVEN 13OLT DIAMETERS (3.5 ) FROM EACH w0- J1 3 z - in O END OF THE PLATE SECTION. WALLS 24 INCHES cn 0 z Q'�- � _ V J I I I " POURED CONCRETE FOUNDATION STEM WALL I I N TOTAL LENGTH OR SHORTER SHALL HAVE NOT O _ N Z z [Q 11 w I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O)6� � 0 3-8 FEWER THAN ONE ANCHOR BOLT LOCATED IN THE di`� (� Iv �- Z Lu Q Z V4 TO 4/4 CONCRETE COVER FROM INSIDEGE r � I CENTER THIRD OF THE PLATE SECTION AND tI 'HORIZONTAL REINFORCEMENT: #4 REBAR AT 18 . -�J 3 Z Lu O Z dJ [� Z Q O I TOP BAR WITHIN 12" OF TOP OF WALL Q I I PANELS AT CORNERS AS SHOWN IN ITEM q OF La Q ry U V Z� < W W F j SHALL BE ATTACHED TO ADJACENT WALL Q w V m c� Tl 24"-r�42'_Ht CONTINUOUS P.G. FOOTING _ p =F- O.- IX ® O O I TABLE R602.3(I), fA _ �j -� Q I MINIMUM 3'-O'SEJ<OW GRADE w Q I Q a a <J m Q[ Q OF w I w Q ,, � ' N� R-II BASEMENT WALL BLANKET INSULATION .N O O �' �Q - - - - - - - - - - - - -1 N ICU I I I IO I I P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL � 4R0 LL O j +�- V 1 6 6 Q Q _ LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS O LL d) U-� Q _ I w IHORIZONTAL REINFORCEMENT OF ONE No. 4 BAR i- f� 1- - - - - - - - - - -� I - - - - - - - - - -� I X ILILw J� I I WITHIN 12 INCHES OF THE TOP OF WALL STORY AND =.�. O O - - - - - - - - - - - - - - - - - - - - - - - - - - - -' I I - - - J ONE No. 4BAR NEAR MID-HEIGHT OF THE WALL = = N STORY;OTHERWISE, SEE PLANS [TABLE R404.1.20)] O N - - - - - - - - - � I O L - - - - - - -- - - - - - - - - - - - -J EXPANSION JOINT ri>J - - - - - - -1 - _ - ( DECK I I o Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _i O O I Ix ABOVE I I 4" P.G. FLOOR SLAB - - - - - - - - - - - - -N -� T I I _ POURED CONCRETE FOOTING - - - - - - --- - - - - - - - - - - - ..._ .- 2x8 [UG3B] P.T. LEDG-R .�•<: ,., ( )-2x8 P.T. G Rt^gam - 1/2'® x 4' GALV.LAG 5GREW5 AT 16' O.G. ON UNDISTURBED SOIL [R403.1] E J - 'v + -- L STAGGERED [R50 f.g] - 6 MIL POLYETHYLENE FILM A 1,0 @� - - - - - - - - - - - CONTINUOUS UNDER STEMWALL ` P.G. FTGIr r ( 9 2.. 2.. TYF I G lel L LL SEDT 1 ON 1r�A 1�Fri"laC h•"'R t� S!'• 22'-8" 7'-4" 12'-4" 10'-O" SCALE: NTS ¢ q..•K" r rr-6" DE AVERED DEC 0 0 2021 4"x4" [UG45] PRESERVATIVE TREAT=D P05T WITH GALV. METAL P05T BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH(2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM r- MAXIMUM SUPPORTED LOAD AT-f' CESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) O (ENGINEERED DESIGN) A O �j 00 cj (Y m z cj O � v In FOUNr�)ATICN PLAN, SCALE: 1/4" = 1 ft z O< IL UA Q N u I- o 6 STRUCTURAL DESIGN NOTE Lu v Z In accordance with the 2020 ROM15; structural < �-- WINDOW AND DOOR 5CHEDULE elements such as engineered wood, steel and ~ 11-- -1 No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/WOOd composite columns, beams, headers and Q WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: - Q (n rl O _ A UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and U Lu B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE d FL C UNITED WINDOW 3900 TWIN 3050V^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE -12) are not contained In the prescriptive design p y D UNITED WINDOW 3900 TRIPLE 3050VGA 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS II.L. F- E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE F NOT IN PROJECT F were designed in accordance with m G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sq 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GP.ILLE AN51/AWG NDS-2018 with 2018 supplement. p H UNITED WINDOW 3900 SPS-7G:11C N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sq 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sfl 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRLLE(BASEMENT) Structural elements such as walls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sq 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf) CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR rovisions of the 2020 RGNYS 0 CUSTOM Z-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH V RIGID XPS INSULATION p 'TYPICAL WALL SECTION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE "7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR V(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A === 5 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GONSTRUGTION 31'-O 35'-0" 2'-0" 3'-6" Z Z GODS OF NEW YORK STATE 0 O '7'-4" F- RIOI.5 COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 ECCGNY5. Both REScheck(U.S. MAJESTIC QUARTZ 32 DIRECT Department of Energy) and REM/Rate (Noresco) computer A-� t11 /= software was utllltzed to demonstrate compliance. All VENT OAS FIREPLACE. Z 0 INSULATE 4 AIR-SEAL ALL mandatory provisions of the 2020 ECCGNYS - Residential WALLS, CEILING AND FLOOR OF W Provisions are in force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS THE CHASE. INSIDE WALL � IL FUTURE SOLAR ELECTRIC INSTALLATION[TIO3.q] SURFACES SHALL BE O 810522 WRITTEN STATEMENT: To the best of my knowledge, 5HEETROGKED AND TAPED. 11- CLOSED-CELL SPF belief and professional judgement, these plans comply with the 14'-0" SHIELD A CEILING ' WALL AND Energy Code. Furthermore,as a RESNET certlfled rater (I D. FIRE5TOP5 SHALL BE CAULKED 111 No. 26143cM I certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] DEGK _ WITH CAULK HAVING A 300° F 0 ZW I, = Energy Rating System (HERS) program. A signed certification INSTALL 2"(P VERTICAL SCHEDULE 80 PVC CONDUIT MINIMUM CONTINUOUS EXPOSURE O _ of compliance with the HERS program (HERO) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS 5/4x6 DECKING RATING. COAXIAL VENT HAS Z lf1 of the constructed building to demonstrate compllane. OR GAP5 AT EACH TERMINUS[E3802.3.2]. 'o OUTSIDE COMBUSTION AIR GYPSUM BOARD OB INTAKE. ty N CONTINUOUS BEAD OF 8301.1 CLIMATE ZONE: 4A Suffolk,NY 36 GUARD [R312.Q 0 J J O !jj O O 3°3 O O G F- N cV SEALANT "Mandatory." .o ----- -------------------- Ir II _D_W__lI ® 1I•----1 II�J-I R4012 COMPLIANCE. This J Ii 0n(-roJect co Iles with 2) Section 8405 - - ------------------------- - j33i I - 43 1?Performance Alternative,and the provisions of 6o6roSLDR 6o6IoSLDR (2)-3°50 V� NL GYPSUM BOARD Sections R401 through R404 labeled "Mandatr ." (2)-2x12 HDR 22 HDR (2)-2x12 HDR Mandatory requirements: BASEMENT ENTRANCE I J---__- ------L___ J I R4013 CERTIFICATE+ Builder to post per Code. `i I r I I j1 P DOWN -> i r------------------r � - (V j I CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 j 1l4 1011 WALL LINE ABOVE `� O SEALANT AGH by HERS rater. See Table 8402.4.1.1 In plans. PL TE Ht. " A ? �- LA E H q'-I" ASF I I D_ I R402.4.2 FIREPLACES: Factory built with UL 1277 doors. I I O i Q Q II O ! ;I CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door scheduleT -_- _-- ---------------d ---� III Im I + EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and J KITCHEN I� UNIT PERIMETER hot water heating appliances to be direct vent with both _ „ ® (Y v I J-l- 23-4 1/2 = 7-O 1/2 I I I I �. Intake and exhaust pipes Installed continuous to the m Q w O o O outside. ' 3 I/2" I-- j WINDOW UNIT R402.45 RECE55ED L16HTIN& IG-rated and labeled as tY d - j having an air leakage rate of not greater than 2.0 cfm -- - I- T_ I I N er Code. - 0 cw I I I I I O 01 - , o dJ _ I 0 -/ v (V 1Z IL 840 5 MAX.U-FACTOR 4 SH6G: See window schedule, --------------- 6 ______________ cv _ `� I I O 1 I w u w 10) FAMILY ROOM I R403.1 CONTROLS: See plans for thermostat Information. I =I I : I I I I O � s ! R403.32 DUCT SEALING: All duct oints shall be I in I 4 3" I cr tY ' i s1 mechanically fastened and sealed with duct mastic I I ° Q I CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I GARAGE -� -I I I 1 1 m I it EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test Is not I I- 5" P.G. SLAB 0 I'3 I/2" - UNIT PERIMETER re vlred under exceptions I and 2. I Q I I w t! i, Q p Q I PITCHED TO DOOR ___ __ I F I I NOTE: q'-O CEILING HEIGHT I 20 cfm CONT. TO ERV R403.35 BUILDING CAVITIES: Framingcavities shall not be r I - J I I - I 0 Q � > = THROUGHOUT FIRST STORY > [MI505.4] J used as ducts or plenums, iv I I i ,n I I I i-r R403.4 MECHANICAL 5Y5TEM PIPING INSULATION: Insulate NI O I X i w - Q �____� 1io N1 (� mechanical system piping carrying hot water to on i i ) R-value of not less than R-3. j I j x 25 cfm CONT. x R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION �y I I WALL LINE ABOVE—, 2aio o N TO ERV x l T CONTINUOUS BEAD OF SYSTEM: Not in project. ' 1 I I _ 287 [M1505.41 I lrn -I SMOKE 4 G.O. .p I (� R403.6 MECHANICAL VENTILATION: O I SELF-GLO51NG 20-min I O O - - ERV continuous I HEAT DETECTOR N I- �" x -i" PSL COLUMN 1 DETECTOR(TYP) o i SEALANT rn I F.R. DOOR[8302.5.1] (2)-1.-15 x 11.8-75 LVL '� 2`�I M cv IN � -� ventilation system specified In the plans exceeds the }-� FLUSH HDR m ti ° minimum efficacy of 1.2 cfm/watt. --------------J = �� (2)-2x10 PDR m i X O m R403:7 HVAC EQUIPMENT: Sized In accordance with ACOA , (4)-1.-15 x 11.8'15 LVL FLUSH HDR (2)-1.15 x 11.8-15 LVL FLUSH HDR HDR Manual J and Manual S. ;n - L- - - —-- -- -- - ;,------------------------ -- GYPSUM -— _-—- -- - GYPSUM BOARD N m -- -- N (3)-L f5 x 16 LVL DROP HDR (ENGINEERED DESIGN) , - - ------------- - — f R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable -- -- _ _ _ IU (ENGINEERED DESIGN) BEARING WALL 2e io R403A SNOW MELT: Not in project. iv (ENGINEERED DESIGN) 2113" Q 8403.10 POOLS AN SPAS: Not In project. --------------- 3 I „ O ?470 I R403.11 PORTABLE SPAS: p J 2x10 STUD WALL AT 24 O.G. Pro I TECHNOLOGIES CONTINUOUS BEAD OF Not In project. � 11 ! I I ADHESIVE �' I 1 o HVAC R.A.G. CHASE 11 MODEL T?OS I I J 1-J 8404 LIGHTING: Builder to Install high-efficiency lamps In at I PROGRAMMABLE 20 cfm GOVT. TO ERV E--- least qO% of permanently Installed fixtures. I I N ! [MI505.4] _ CONTINUOUS BEAD OF I INTERIOR GARAGE WALLS: = GL THERMOSTAT - I � I ,; � ! � � BATH � SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was I R 2" BATT INSULATION o >II o o ' used to show compliance with the Energy Code. REM/Rate ( i Y�" GYPSUM BOARD I, 2'- 3/4" �I i F 1, INZi ° O software was used to model the buildingerformace - see I 11 N O ER i ' N p i 13 GARAGE CEILING: E c01 OPEN TO ABOVE _ �] 2020 IEC-0 Energy Cost Compliance report provided with iv d)1 I o " m d = O Q BEDROOM 4 !t _J O V 2 OL05ED-GELL 5PF : x O Y2 GYPSUM BOARD o Permit Application. REScheck was used to model the building N I I 241 _ -7 x i - w l v performance based on national standards - see RECcheck , i [TABLE 8302.6] �, DINING ROOM w J 1 H< Compliance Certificate and Inspection Checklist provided with N I I- 1 I m ~I m O w - ----- Permit _____ __� _ Permit Application. I I Q 4 3i I/2° 12'-5" ';� 11 10'-3 I/2" - ,n O Q h L� +'- - 1 I (2)-I.`f5 x 11.8-15 LVL FJ q I ' Q� � O 0 UNDER SECOND STORY WALL PANTRY I �' iv sHowER LU m Ir- LU v 3 I/2 3 I/2° d . CONTINUOUS BEAD OF j cv pi r m 12'-� I/2" 5'-O" �-�1 v W Z 1ita.-i, SEALANT ---------------J I'-4:: I tr Z z - _ Z Z Qv ly GYPSUM BOARD nl __ __ o a o e m — — -1- O 7- W ------ I: 11.1 O - 3 6 /(2)-I 6 SL I O 0 �J <- 0 Z LU cv 22'-1" rn dJ r lJ� N r - m PORGH WALL LINE ABOVE d llC Z Z 6 Z -- ------------------------------A 241° � (L t- � it CONTINUOUS BEAD OF o o (3),D-15 5/4x6 DECKING (3)-3°5° I Q � W SEALANT 305 3°5 (2)-I.IS x 11875 LVL HDR (2)-l.-15I p- <J '� ® O i O O ' - - - -- - 4x4 P.T. POST x 11.85 LVL HDR 1LI (�/ I J m V Q CONTINUOUS MINIMAL D (TYP-2) D lQ�x� (O/ ,l(��� O Q s� PLATE Ht. 8'-5" A5F J PLATE Ht, q'-I" ASF O O 1� V 1 O Qn 3 EXPANDING FOAM AT WINDOW - Z D �\ UNIT PERIMETER ���((( -- -- i_ WNDOW UNIT (OR HOOPS Z WEATHER-PROOF DOOR) -n (2)-2x12 UPSET HERDER *-' b'-4" 10'-O" 6'-4" 6'-6" 6'-6" 6'-6" 12'-0" I' CONTINUOUS MINIMAL 22'-8" 'T-4" 13'-0" " +t-!'."»"""'�°••"rs� ,,•,, �M w,�ls v11` ' I UNIT PERIMETER ANDINO M AT WINDOW ��_���'4• ®,. AIR SEAL I NO N07ES 1 TABLE R402.4.1.1 -2020 AIR BARRIER AND INSULATION INSTALLATION CONTINUOUS BEAD OF INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA SEALANT CRITERIA A continuous air barrier shall be Installed In the A building envelope. ,.,'1.+�,,,,� ,•, General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as A-7 a seal!ngmaterial. pE,�Vt�E� L�' C 0 8 2021 GYPSUM BOARD continuous air barrier. ,_ I' CONTINUOUS BEAD OF Breaks or oints in the air barrier shall be sealed. ADHESIVE The airbarrierin any dropped ceiling/soffit shall be I aligned with the insulation and any gaps in the air FIRST FLOOR PLAN � CONTINUOUS BEAD OF Ceiling/attic barrier shall be sealed. The insulation in any dropped ceiling/soffit 'I I SEALANT Access openings,drop down stairs or knee wall shall be aligned with the air barrier. SCALE: 1/4" = 1 ft Q O doors to unconditioned attics aces shall be sealed. 3 - - - -- - Cavities within corners and headers of frame O 'd is 2" GL05ED-CFSPF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling Q r. fsealed. the cavity with am aterial having a thermal tt resistance of R-3 per inch minimum. IL T- Walls The junction of the top plate and the top of exterior O Q walls shall be sealed. Exterior thermal envelope insulation for r - framed walls shall be installed in substantial Knee walls shall be sealed. contact and continuous alignment with the air y barrier. V (!7 Windows,skylights and doors The space between window/doorjambs and O O framing,andskylights and framingshall be sealed. I ; TT_ Q CONTINUOUS 511-1- SEALER - -RIM joists Rim Joists shall Include the air barrier. Rim joists shall be insulated. FULL WIDTH OF SILL Floorframing cavity insulation shall be installed to maintain permanent contact with 0 O Z W the underside of subflaor decking. FOUNDATION WALL Alternatively,floor framing cavity Insulation L ~ V r Floors Including cantilevered floors The air barrier shall be Installed at any exposed / shall be in contact with the top side of � O 0 `- \, I and floors above garages. edge of insulation. sheathing or continuous Insulation installed O �[ WO CONCRETE SLAB on the underside of floor fram ing,and N < < 0 extending from the bottom to the top of all Z STRUCTURAL DESION NOTE w Z \+ ,/ / •% , ,,; -_._..__________ _..___________.____._ perimeterfloor framin members. IK 7L -7o Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance with the 2020 RGNYS; structural Q overlapping ointstaped. errnanentl attached to the walls. �-- � � / Duct Shafts,utility penetrations,and flue shafts elements such as engineered wood, steel and Shafts,penetrations opening to exterior or unconditioned space shall be steel/wood composite columns, beams, headers and V;? j� sealed. girders that: I- /. x . ' Batts to be installed in narrow cavities shall _N % '�/ �/ % be cut to fit or narrow cavities shall be filled Q - Narrow cavities 1) resist gravity loads, and v w with insulation that on installation readily g � _ Conforms to the available cavi space. a1- IL Garage separation Air sealing shall be provided between the garage 2) are not contained In the prescriptive design -1 0 and conditioned spaces. p p g O Z provisions of the 2020 RGNYS NOTE: IT I5 THE INTENT TO PROVIDE FOR A Recessed light fixtures installed in the building Recessed light fixtures Installed In the !L ~ CONTINUOUS AIR BARRIER ALIGNED P4ITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be alydght THERMAL ENVELOPE. THIS DETAIL SHOWS surface. and IC rated. were designed in accordance wiith O TYPICAL METHODS OF AIR-SEALING 051NO In exterior walls,batt insulation shall be cut ANSI/AWG ND5-2018 With 2018 supplement. ~ th VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or pp 0 ADHE51VE5 AND SEALANTS. FRAMING Plumbing and wiring Insulation that on installation,readily GONFIGURATIONS NOT 5HOWN, SUCH AS conforms to available space,shall extend Structural elements such as walls and fenestration CANTILEVERS AND STAIRWELLS,SHALL BE behind piping and wiring. that: — SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. i) resist wind loads, And The air barrier shall be installed behind electrical Electrical/phone box on exteriorwalls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design boxes shall be Installed. p p 9 FIRST FLOOR HVAC supply and return register boots that provisions of the 2020 RGNYS PLAN I /�' II HVAC register boots penetrate building thermal envelope shall be sealed AIR SIE'A �I N0 I�ETA I LS to the subfioor,wall covering or ceiling penetrated were designed in accordance with ASCE 1-16 Wind b the boot. provisions and acceptable engineering practice. SCALE: 3/4 I ft Where required to be sealed,concealed fire DRAWING NUMBER sprinklers shall only be sealed In a mannerthat is Concealed sprinklers recommended by the manufacturer. Caulking or wplans, y ore such elements occur in thethe — other adhesive sealants shall not be used to fill annotated "ENO►VEERED DESIGN." voids between fire sprinkler cover plates and walls orceilin s. A A-'i Z Z O p V � 4T-10" W_ 1'-101/2" p[ U- 18'-O" 12'_8" -7'-4" I LL 3'-9 3/4" 4-2 1/4" 6-4 3'- F- ° W lu W r------------, ------------i N N I I D r- --------------L----------------- --i p N I I I I I I ry I I I I — OO i HAZARD GLA INC [R308.4] O I I ----- ----(2)-3050 j WALL LINE BELOW I OI G �p 2x8 GJ AT 16" o.c. 404° PIG �p O I I 404° PIG I ------------------------------------------ __(2)-115 x 11.875 LVL FL HDR I -7'-0 I/2" (ENGINEERED DESIGN) � I DOUBLE WALL STUDS BEDROOM 3 2'-5 I/2w l cn - 2x8 PLATFORM W.I.G. \ 8'-0" G Ht m oO I N Q 20 cfm CONT. m I - BATH i TO ERV cv [M1505.41 O I I N § I m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 2470 v I "r M BATH 3'-10" j LENNOX HEALTHY GLIMATE ERV5-Il5-TPD ENERGY REGOVERY VENTILATOR 4'-0" - I- 20 cfm CONT. Pro I TECHNOLOGIES I 8'-0" G Ht I I I 4-2 I/2 , INSTALL ERV UNIT IN CONDITIONED ATTIC. f TO ERV , cyMODEL I O --------- DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. j zn I I z ^ I [MI505.4] PROGRAMMABLE I -' 705 �`�/ - - ® m THERMOSTAT I ----------, --------- ;'Z -------- j "� m I I m I I SHOWER i I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ---------- -------- o o ° _--------i INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. , s= -------- 2¢1 28? 2a1 I I 36" GUARD [R312.11 _ _ - STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUCTS LINJ o 2470 ® (� / _ N �� i I dJ GONNECTED TO HEALTHY GLIMATE WEATHERHOOD KIT MODEL G5PO-1 HVAC EQUIPMENT IN ATTIC Q - — — — — Imo— — —� IA.G. f3ETURNI m SMOKE IT G.D. HALL 2 10 2"'70 I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dla. DUCT GAS OR PROPANE FURNACE: LENNOX EL196UH070XE36B SLOPED x L__ _ _ J m DETECTOR (TYP) o GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 20184015'10 GEILING (2)-2x10 _ STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. HEATING GAP: 64,000 Btuh;AFUE = Gb.1 I HDR �— — —� (2HDR1O (2)-1.75x11.875 LVL FLUSH HDR--_ - I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 —-- _ (3)-I."15x1i.8�5 LVL FLUSH _ � I I � ALL DUCTS INSULATED TO R-4.2 �(� 2�° BEARING WALL 28?° - -- (ENGINEERED DESIGN) (ENGINEERED DESIGN) Q r INDOOR COIL: LENNOX CH35-3015+TDR I" RIGID INSUL - _ _ _ -7 m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: OUTDOOR UNIT: LENNOX MLI4XCI-036-2300;AHRI 203374690 ON ATTIC I� /�I v - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM — I GOOLING GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR 12 x 12 AIR C, 36 GUARD [R312.1] X INSTALL IAN MANUFAGTURER'S SPEGIFIGATIONS TRANSFER GRILL m , x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. OO 2844 0 N LAUNDRY IN GEILING O �- 1U m I QQ� _ jul WA _ 2x10 STUD WALL AT 24" O.G. HVAC R.A.G. CHASE M E�'BEDROO M irn _o Wz-< DRYER EXHAUST O OH _LRAY GEILING W a JWW WR OPEN TO BELOW[MI502] m < - � Z W 19 Q Z Z� O ' C7Ht DROOM 2 3 I/2° 3 I/2" 'I ' p- t- O LU Z N 6'-O I/2" TRAY GEILING m 10'-O" cv 203°E i Q '"' LU O fY0 N jj CNn j DOUBLE BLE-WAL-STUDS ry O 0N > Q 51042 EYEBROPIG V Q 31/2W ° ° 28'10 12'-5" I (2)-3050 1-J iv m Z I __ (2)-1.75 x 11.875 LVL HDR WALL LINE BELOW --_� (ENGINEERED DESIGN) N m L------------------------------------ (� -------------------- -WALL LINE BELOW !_I --r ------------- ------------------ -------� I I i L O I I r ------------------------- — — 'r �t ------------------------ I ,y. ll tia 7 w w QV 6'-6" b'-6" 2'-6" 3'-0" �' S . . . 6-4" 13'-0" 10'_0" 13'-O" 5'-6" %s.'�`.'� .,,4s310.0. . 4T-10" D °.IVERL-D KC 0 a 2021 5ECONr7) FLOOR FLAN A SCALE: 1/4" = 1 ft O 0 r OO � m z LL I— d- SOLAR-READY LU O La O CERTIFICATE NV 1L _ v 4 < ° This home has STRUCTURAL DESIGN NOTE v pW- Z incorporated features at a r OC O Z the time of initial In accordance with the 2020 RGNY5; structural 4< construction to enable the elements such as engineered wood, steel and ~ F- < —1 17 installation of solar steel/wood composite columns, beams, headers and Q OL electric. girders that: cv The solar-ready roof o o 1) resist gravity loads, and v w zone Is shown on this aL IL 1U construction plan excerpt 2) are not contained in the prescriptive design p IU O GO UI and is free of IT provisions of the 2020 1;?GNY5 LL �- obstructions that would N limit placement of solar were designed In accordance with m panels. AN51/AWG ND5-2018 with 2018 supplement. p Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: e Installed through walls at DATE: FEBRUARY 2021 the locations shown to I) resist wind loads, and facilitate the Installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and SOLAR-READY provisions of the 2020 RGNY5 PLAN roof-mounted solar ROOF ZONES panels. were designed in accordance with ASCE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are annotated "ENGINEERED DEVON." A - 5 CONTRACTOR TO AFFIX A50\/r= CERTIFICATE TO 1N,4LL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] BPC A BNL B BwL G BWL D 10'-4" 1: 151-11115'-7" - I I V N : BWL I -------I------------------ � . ...`;'_ _ ---- -5------- I I Q ---------- ------- LU 12'-2" i 2- I U WALL LINE BELOW I .... ,. 1,I ROOF BELOW 1L _ I 2x10 RR AT I6 o.c. 2x10 RRA 6 T 16" o,c. 0� o O `Y I O ROOF BELOW - p IL ...,_.. - mI ROOF LINE tu W i L.,,...,,.. - W O N Z N �' n � - -- - - I W L. y „w. ,.,. - Xz d 1 I i J O O IL AR G - AT PATHWAY FOR SOL ELE TR 103 X6 RR N (V - INSTALL 2'V T SCHEDULE 80 PVG x VERTICAL S L - ,I - I • - i , ,. „.,, . .„,,,... � a CONDUIT THROUGH ALL WALLS TO ATTIC, WITH ( ( TEMPORARY PLU05 OR GAPS AT EACH TERMINUS , % _ [E38023.2]. , ;io \JI o o - II # - _ - - -- ,. Q f�GGE55 ROOF __-- r; # a \ /- �X V,,. .,, - ' AGGE55 ROOF I IF I °a N ?..........,, I 1.15 x 14 t_VL STRUGTURAL RIDGE x mm _ _ I POST R DGE DOWN TO BEAR1 NCO \` ? HALL AT 12'-0" ON-CENTER ORLESS y 2x12 RIDGE 2x12 RIDGE? ---- - \` ----------- 2-O 2_O �- ------ ' '. EXTEND RIDGE TO BWL 2 - ---------- 'i; _: I BEARING WALL AT p ; - _- -- - ---- - 3-6 3-6 I ROOF BELOW e , s I i . i •}r I ALL VAULTED 6' 4 I CEILINGS SOLAR-READY ZONE [TIO3.31 o PROVIDES 36" WIDE AGCESS PATHWAYS - Q FROM EAVE TO RIDGE WHERE SHOWN ° F- [R324.61. THE 50LAR-READY ZONE SHALL \RRAT Q REMAIN CLEAR OF OBSTRUCTIONS SUCH ASQ C 0VENTS, ETC. [TI03.4] ' `(TYPICAL-2) � wX JI 2x6 RR AT 16" o.c. x SGON17 STOGY �31�1L 'LN '�SCALE: 3/16" = I ft \``� 2x10 RR AT ib" o.c. HALL LINERR AT I6" o.c. 2x10 RR AT 16" 0.6. PORCH ROOF BELOW ~ �+ -- -- -- - - - - I 'E 2x0...- , Q WALL LINE ttII '' (nom m W ROOF LINE N LU V z�i W Z � Z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL m �' z w JOINT CONNECTIONSa"b" d"e,g o z F 0 z z LUw GROUND SNOW LOAD(psf) 0. > a 1LI ® O ROOF PLAN RAFTER 20r 30 p� O j 7-- Q < RAFTER SPACING Roof span(feet) fl O V 7 < BWL E BWL F BWL G BWL H SCALE: 1/4" = 1 ft SLOPE (inches) 12 20 28 36 12 0 p Q 22'-4" Required number of 16d common Q - nails',b per heel joint splices,d,, I ._.,__,_.._,_._.._. _.__.._.._..-._____.....................___..-.__. I 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 AL ULATIaNS 4'-10" 3'-0' 4'-4" I 12 3 5 6 8 3 5 6 8 4:12 16 4 6 8 10 4 6 8 11 •A Wind Adjustment Factors-Table R602.14.3(2) (p.187j � . -- - Story 24 5 8 12 15 5 9 12 16 - - -------------- - - -- -- I ----------------------- -------- l- - --, -- - a. . 0 Numbered Lettered 12 3 4 5 6 3 4 5 7 ���1 � K. �. 31,_d"i Wail Lines Wall Lines Comment 5:12 16 3 5 6 8 3 5 7 9 r Exposure Category 1.00 1.00 Exposure B; 2-Sty 24 4 7 9 12 4 7 10 13 _ _ 12 3 4 4 5 3 3 4 5 1• . w^: E` ._�- i 3 I , Roof Eave to Ridge Height 0.98 0.98 9'-8"; Roof Onlyt,� Wall Height 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 r Number of Braced Wall Lines 1.00 1.45 2; 4 Additional 800 Ib Hold Down 1.00 1.OQ NIA 12 3 3 4 4 3 3 3 4 ` DSC Q fl 2021 �� .sv��E� 9:12 16 3 4 4 5 3 3 4 5 ' - Gypsum Board Fastening 1.00 1.00 NIA i a Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 I - - „- _ 12 3 3 3 3 3 3 3 3 p - -' r° _ 12 12 0 6 3 3 4 4 3 3 3 4 Braced Wall 140 mph Total Bracing 24 3 4 4 5 3 3 4 6 O 1-- d� Braced Wall Bracing Wind Factor O d Line Spacing Required Required Length Status O r Line Method Total For SI: 1 inch=25.4 mm, 1 foot=304.8 mm 1 pound per tt • .p (ft) Bracing (ft) Bracing Provided (ft) p p � 1L _,.. square foot=0.0479 kPa. O O O ' OL 1 WSP 27.08 7.27 0.882 6.41 17.67 OK � - - - a. 40d box nails shall be permitted to be substituted for 16d z 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OK common nails. p A GB 19.08 9.59 1.279 12.26 18.67 OK O � � �• ,;i , , .�. b. Nailing requirements shall be permitted to be reduced 25 x B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. u C GB 12.96 6.83 1.279 8.73 26.08 OK C. Heel joint connections are not required where the ridge is v D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by a load-bearing wall,header or ridge beam. I d. Where intermediate support of the rafter is provided by z i Q U... �- I f- vertical struts or purlins to a load-bearing wall,the Z m _ ' tabulated heel joint connection requirements shall be LU O u� p Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N < u 1 = Lower Story span J 0. z - - - p I Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist k - 2'-6 I Wall Lines Wall Lines Wall Lines Comment to ceiling joist lap splices. < d p --_-_-_---_-�-_-_' f. Applies to roof live load of 20 psf or less. f- Q BWL 4 - ------ - ---- '' ' --- Exposure Category 1.00 1.00 1.00 Exposure B Q N ,:. . ,. g. Tabulated heel joint connection requirements assume < - ---------------- ----------- _...._ - - I Height - - ed ttorn OL ,,- Roof Eave to Ridge Hei h 0 98 1 QO 0 99 9"-8" 10' 0"' 9' 8" that ceiling joists or rafter ties are locat at the bo N 4'-10" I i ' Wall Height 0.98 0.98 0.95 9'-8"; 9'-8''; 9'-0" of the attic space. Where ceiling joists or rafter ties are q - �: - Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL g w 7_6 located higher in the attic heel joint connection U� Additional 800 Ib Hold Down 1.00 1.00 1.00 NIA requirements shall be increased by the following factors: Y - - w - - Gypsum Board Fastening 1 AO 1.00 1.00 NIA O= IL __._____.-_______._-._______-_1 I 0.980 1.223 H /H Heel Joint Connection Adjustment Factor IL f- Wind Factor Total 0.960 GARAGE DWELLING 1/3 R 1.5 , 1/4 1.33 m Braced Wall 140 mph Total Bracing 1/5 1.25 -I Braced Wall Bracing Wind Factor 1/6 1.2 FIRST STORY E3NL PLAN Line Spacing Required Required Length Status Line Method Total 1/10 or less 1.11 SCALE: 3116 = 1 ft (ft) Bracing (ft) Bracing Provided (ft) DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.00 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK Hc=Height of ceiling joists or rafter ties measured vertically WALL BRACING t F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 0K i ROOF -------------------- i--------------------------------------------------------------------------------------------------------------------------i 2, EXTERIOR WALL > O N Z . I O I I I - - - — "- - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - -- - - - - - i R-30 BATT INSULATION O Q 57UD TO FLOOR v 5MP50N COIL ot - ------------------{-------4---I------------------------------------------I--4---------------------------------------------------------------f-------------------------------------------------------; f (4)-8d NAILS AT EACH END O IL CEILINGFAMILY BATH MASTER BATH - - - i 2x SOLID BLOCK Q AIR-SEAL BETWEEN F-1 1 - - - - /- - - - -� - - I - - - -� - - - - - � - - - - — ( 2x RIM BOARD W tu >1 I 1 } � > I ? I I I } I > I > > > I o f CANTILEVERED FLOOR JOIST u') I � I I I �' I �' I nI i - IWC I i I i I I - 1WG I I I DASHER I I I LAV. I I LAV. LAV. 1 I I (V (V Q 7(b" OSB d VINYL SOFFIT TUB TUB p g Q (V — 1 I I I SHOWER I FLOOR J015T TO WALL: # (� SIMPSON H2;(5)-8d NAILS TO FJ $ (5)-8d NAILS TO STUD ----------------------- 2x EXTERIOR WALL — N 2nd FLOOR I I I ____ _____ I a ALTERNATE WHERE FJ/STUD MI SAL IONS: -------------- ---�--�------- 2:. W --- 3:. W-------- i-I/2" W-I---�------------ 1-1/2', N--- I-I/2" W 2" W --- 3.. �-- 2.. W ---�------------------------------------------------------- FLOOR J015T TO PLATES: 22 I I I I G.O. 2 W 3" W I I G.O. 2" W 3" W I SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES ------------------------------------------------------j 51MP50N H2.5;(5)-Sd TO PLATES, (5)-Sd TO STUD Z P TES TO STUD: ------------------------- ----------- ---------------------------------- ------- I CEILING KITCHEN — — — — — — — — — — — — POWDER — BATH I 2x ROOF RAFTERS AT 16" O.G. _ — — — — —\ — — — — — — — I USE GALV. HURRICANE TIE BETWEEN >1 >I >1 >� - - - - l I EVERY RAFTER AND THE ROOF BEAM >� I� T, IL. TL.00i� tl ul I u?i 1 I I } I I 2x CEILING JOISTS AT 16" O.G. v 1 I I I G NT I L_ Y ids S T� GfGS USE ( NAILS RAFTER RA JOIN I HEEL JOINT CONNECTION ION X KIT SINK I WG 3 I WC ( IROOF BEAM (SEE PLAN FOR SIZE) cv DW LAV. LAV. I I SCALE: NTS UC3A PRE5ERVATIVE TREATED I ASSEMBLE WITH 10-d NAILS TUB I 12" O.G. 5TA60ERED ALONG LENGTH I I I I 15t FLOOR I VENTED VINYL SOFFIT Ix8 TRIM BOARD -------------------------- ------------------------------- ----- ----------------------------------- ---------- -------------- ------- --------- --- ------------------ � 2" N 1-1/2" W 3" W 1-1/2" W 3" W 2" W I UPLIFT GONNEGTION5: G50 GALV. COIL STRAP G.O. 2" W G.O. 2" W W G.O. 2" W 3.: yl i USE (2) AT EACH POST, TOP 4 BOTTOM I 5/4"xb" DECKING (4)-10d NAILS AT EACH END ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS GEILING (2)-8d THREADED NAILS OR G.O. 4" W F.A.I. (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 4" W i 4" i EACH 5UPPORTING MEMBER UC55 PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTSU036 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) -:::�:'_�A55EMBLE WITH TWO ROW5 OF IOd NAILS FL_UME31 NO RISER D I AORAM � I TD APPROVED UG36 PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R50'7.5] I SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE 4x4 WOOD P05T BASEMENT FLOORI UC3B PRESERVATIVE TREATED Z -----•--------------------------------------------------------------------------------------------------------------� ------------------------------------------------------- PB44 HOT-DIPPED 6ALV. POST BASE ANCHOR1 i 1 m I- Lu `n w to z 12"iP x 6-0" HIGH P.G. COLUMN WITH (2)-#4 z w— VERTICAL REBAR ON } z_ z �� O Z W TYPICAL ROOF R-3Q 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 _ ASPHALT ROOF 5HINGLE5 OVER 15# FELT OVER REBAR EACH WAY, REBAR 4" ABOVE F Q Z " STRUCTURAL PANEL 5HEATHING OVER BOTTOM t- _ � z 2x10 RAFTERS AT 16" O.G. ''uLu z w 1.75 x 14 LVL STRUCTURAL RIDGE R-3q 6" THICK OL05ED-CELL SPRAY POLYURETHANE FOAM (5PF) J-L-1 >' w/ W Q -A -� WITH Y2 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] Q faL � (SEE ROOF PLAN FOR P05T LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] T1'F I GAL. FORCoH DETAIL. � p (Z o W_ �Q � 12 SCALE: NTS / N O Q Q R I r7)OF= TENSION 57RAF: WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP _ 2x4 COLLAR TIE AT 48" O.G. GABLE WALL INSULATION (OPTIONAL) I I CONTINUOUS: R-5 I-INCH RIGID FOAM XP5 CAVITY: R-13 2" 5PF SEALED ATTIC (INPlf�tGTLY CONDITIONED) SOLID 2"I (BEYOND SECTION) i I WOOD BLOGKING MT530G STRAP-TIE a'• Rd;•,..1, . SMOKE G.O. a +s 5 2x8 GJ AT 16" O.G. �� DETECTOR IN ATTIC �'` `�• * '° i3O + EACH RAFTER ,:I ;1s'/ u-i �'° •,'J e.. • .r� {t` Y C F; " `3'~" •�°� L.1. K 1�.� rte. � ; NOTE: ALL DUCTS SHALL BE 1-O 1-1/4 WIDE 20-GUAGE :3 i. 9 *4 f ACc. ,• �, TYPICAL EXTERIOR WALL R-20 I/2" GYPSUM 2x4 STUDS AT 16' O.G. LOCATED IN THE ATTIC, GALVANIZED STEEL STRAP RAFTr—R TO STUD ' (2)-2x4 TOP PLATE;2x4 50LE PLATE INTERIOR SECOND STORY BOARD FINISH EAGH 51DE OF WINDOW AND ;f,'-? "r" •�w^"°tp � WALL CAVITIES AND SECOND -� WRAP STRAP OVER RAFTER DOOR OPENINGS. INSTALL (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN FLOOR PLATFORM. MIN. R-b �;�.,#.,q•„,�"�°: R-15 UNFAGED FIBER5LA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION z PLATES TO JACK STUD. — ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED OVER I/2" STRUCTURAL PANEL SHEATHING GS-WSP � ly � - MINIMUM LENGTH BELOW ®�' IVE�ED DEC 2021 IAW MANUFACTURER'S SPECIFICATION J Q ' u, HEADER = LENGTH ABOVE WHERE RAFTER ALION5 WITH STUD HALL m LAUNDRY W.I.G. N N BOTTOM OF HEADER BEYOND SECTION (2)-1.15 x 11.875 LVL m DOUBLE-FRAMED O 3/4° SUgFLOOR fl STAIRWELL (TYP) N 11.8"15 TJI-5(90 FJ AT 16" O.G. R-13 2" CLOSED-DELL13 Q U) SPF AT RIM JOIST d IIL• N r � TYPICAL INTERIOR WALL - I I Z ° . 2x4 5TUD5 AT 16" O.G. I I (2)-1.-15 x 11.8-15 Q 1/2" GYPSUM (2)-2x4 TOP PLATE;2x4 SOLE PLATE G 3116' 1 LVL FL HDR BOARD FINISH o O O P l�I�L.L_ STU1� TO l�l>�L_L_ STU17 : Ys' GYPSUM WALLBOARD ON BOTH SIDES ° dl m II - STRAP OVER OR UNDER SHEATHING 15t FLOOR PLATFORM 'n — (4) 8-d COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER R-13 2" CLOSED-CELL SPF 2x8 PLAT 3/4" PLYWOOD 5UBFLOOR AT RIM JOIST I I O V z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR JOISTS AT 16" O.G. — — GROSS BRIDGING AT MID5PAN r� TENSION STS'Aim I NO Z O < O t— d- I/2" GYPSUM I I HALL PANTR tu ci I- 13 SILL CONSTRUCTION: BOARD I I AT Y `AL.L. OPEN I N65 V ti i 13 U � �- t O a Z 2x6 P.T. (UC3BSCALE: NTS ) SILL ON TERMITE SHIELD FINISH Z ON SILL SEAL W -1 < WITH I/2" ANCHOR BOLTS q3/161 FINISHED FLOOR Lutu (SEE TYPICAL WALL DETAIL) STAIRS Q Q Q 0. QJL � r ►- _n l (3)-I.-I5 x 11.875 FINISHED GRADE < DL LVL GIRDER 1/2" GYPSUM tton FIN15H GRADE (4)-3/8" LAG SCREWS �'°`RD FIN15H U p -- SLOPE b" IN 10' MIN. AWAY FROM BUILDING STUD TO SILL i�L_>�T a" o BASEMENT v w WRAP STRAP UNDER SILL PLATE PER CODE 2x8 PLAT (I ND I REGTLY CONDITIONED) w O O ((o) 8-d COMMON NAILS AT EACH END OF STRAP m FULL HEIGHT R-II BLANKET WALL - IL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 r N v INSULATION A5 MANUFACTURED BY u O o Q GERTAINTEED CORP. A5TM E84 MAX. O cA FLAME SPREAD INDEX 5 25 ,O A g0ARD SUM MAX. SMOKE DEVELOPED INDEX 50 O FINISH J 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 10" POURED CONCRETE FOUNDATION STEM WALL SECTIONS 8 VERTICAL REINFORCEMENT: #4 REBAR AT 12 O.G. 14" TO 4j" CONCRETE COVER FROM INSIDE FACE 48" x 48" x 14" DEEP DETAILS HORIZONTAL REINFORGEMENT: #4 REBAR AT IS" O.G. P.G. FOOTING H I O H-!tel I Nil UAL_I FT STfiZAFF I NO TOP B &-4dtTHIN 12" OF TOP OF WALL _ w/#5 REBAR AT 8" ON-CENTER E.W. - _ _ SCALE: NTS UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING DRAWING NUMBER MINIMUM 3'-0" BELOW GRADE SECTION A NOTE: ALL. METAL STRAPPING SHALL BE 1 I/4" x 20 GAGE (51MPSON G520 COILED STRAP). SCALE: 1/4" = I ft A — 5TR'.AP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. ------- NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE, All work shall conform to the New York State Uniform Fire Prevention and Building Code - 19 NYCRR and publications Incorporated by reference therein. O Z TABLE 83012(1) WIND COMPLIANCE PATHWAY NOTES O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the H WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A WIND DESIGN cop of the building permit V � and approved construction documents s all be kept on-site GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM PP � P �j SNOW Seed l'o o ra hic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hcizorcls.otc.ounc.1l.org FOR THE PROJECT LOCATION: until project completion. p p g p Weathering Termite HAZARDS p o 0 9 z Q LOAD (mph) effects region debris zone CATEGORY depth TEMP REQUIRED INDEX TEMP N 41.0031 W '12.5665 THI5 NEW RE51DENTIAL 5TRUCTURE UTILIZE5 R106.3 DE516N PROFESSIONAL: A Certificate of Authorization is WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUCTION filed with The State Education Department entitling D'Amoro 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying, P.G. ("Designer") to provide P R301.2(5)B U_ MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer has � THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, IL 8301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall 0 u� Elevation Latitude EXPOSURE CATEGORY: EXP05URE B TITLE IQ NYGRR PART 1265. immediately notify Designer, In writing, If there is an W heating cooling factor temperature cooling difference y y 9 9 y g g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions n 13 tu p y and plan dimensions,especially with regard to exfetin construction. O kn O 70 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)1 p y 9 9 z - MAIN ROOF UPLIFT CONNECTION FORGE = 200 pif (28'-0" roof R30I2.1 WIND DESIGN: In accordance with Figure 8301.2(5)8 wind Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - g cv 11 n Daily range span, 140 mph, itch greater than 5:12) [TABLE R8D2.111 design is not required. This building Is designed In O o heating cooling wet bulb humidity humidity p N N difference 9 9 WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pif accordance with the wind provisions of the 2020 ROWS. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = W pif 83012.12 PROTECTION OF OPENINGS, This building In not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Wlndborne Debris Region. (V OF ALL BRACED WALL PANELS [8602.3.5]. R3012.4 FLOODPLAIN: This building is not located in a flood # V 1 hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads: 11LKJ J 1�J Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD: Roof Design Load Is based on the greater zI of the Ground Snow Load (20 psf,applied per A5GE--I) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b'` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a'b'` SPACING AND LOCATION NOMINAL MATERIAL a n design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL 51ZC-5: Dressed lumber dimensions specified on Y2"" +, r „ 0. „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2/2 x 10.113 }, or 4-8d box(2/ x 113 ), or P 9 3-8d common(2/2 x 0.131 ) or 3-8d common 2/ x 0.131 • or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL I joists,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128"); or Toe nail 21 Joist to sill,top plate or girder 3-10d box(3"x 0.128"); or )� Toe nail Staple 15 ga. 1 Y4 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails I 1 projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2/ 3 6 are not fire-resistance rated. 8d box(2 2" x 0.113") 4"o.c. toe nail Staple 16 ga. 1 3/a 3 6 4-8d box(2%"x 0.113"); or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 2 2" x 0.131" ;or Rim joist,band joist or blocking to sill or top plate 8d common 2%2"x 0.131" 0.113 Nail 2 3 6 WALL5 AND GEILIN65: sum wallboard Is a Glass A finish 2 Ceiling joists to top plate ( ) Per Joist,toe nail 22 roof applications also ( )'or I9 5 having a F51 = 15 (req'd mapx. 200) and a SDI = O (req'd max. 3-1Od box(3"x 0.128"); or ( PP ) l Od box(3 x 0.128 ), or 6 o.c. toe nail /2 and/ Staple 15 and 16 ga. 2 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 1/ 4 8 �� �� I �� �� Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ),or P g 4 8 INSULATION, Exposed insulation that Is not installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 2" x 0.162"); or Face nail 2-8d common(2%"x 0.131"); or Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-10d box 3"x 0.128" • or Face nail 2Y32 and 4 surfaces shall have a F-51 s 25 and a 5DI ` 450. See plans ( )] ) ( )� 0.097-0.099 Nail 2 4 4 8 for exposed Insulation values. 2 staples, 1"Crown, 16 ga., 1 4" long Staple 16 ga.2 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock Ceiling joist attached to parallel rafter(heel joint) pp 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2"x 0.135")• or Staple 14 ga.2% 4 8 around ail penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2"subfloor to joist or girder 1 „ Blind and face nail 2-16d Common 3 / x 0.162 I where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail 2/ 3 6 3-16d box 3% ' ) At each bearing,face nail P g"x 0.135" • or 1 Staple 15 a. Z% 4 8 8302.12 DRAFT5T01'PIN6: Not needed for this project. 4-10d box(3"x 0.128"); or 25 2"planks(plank&beam- floor&roof) 1 5 Collar tie to rafter,face nail or 1 4" x 20 ga.ridge strap (3-10d common(3"x 0.148");or Face nail each rafter 2-16d common(3 „ x 0.162) 0.097-0.099 Nail 2 4 8 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") project under Exception 4. 3-16d common(3 I/2"x 0.162");or SPACING O FASTENERS 4-10d box Y x 0.128" • or NOMINAL MATERIAL a h 8302.14 COMBU5TIBLE INSULATION CLEARANCE: Recessed ( „ ")� 26 Band or rim joist to joist ( „ )' DESCRIPTION ° OF FASTENER AND LENGTH 3-16d box 3� x 0.135 or End nail THICKNESS a luminaires shall be IG-rated I/A/W NI102.4.5 with separation „ 2 toe nails on one side and 1 toe J J 4-3 x 0.131 nails;or Inches Edges Body of panel p 3-1 Od common 3 x 0.148 or (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate ( )' nail on opposite side of each rafter 4-3"x 14 ga. staples, %6"crown (inches) (inches) (inches) - 4-10d box (3"x 0.128");or or truss' I 8308.4 HAZARDOUS 6LAZIN6 LOCATIONS. Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be Installed In 'I ' IA O 20d common(4"x 0.192");or and adjacent to door panels;within 60 inches LU of wet surfaces; m V 4-16d box(3 %2" x 0.135");or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W m l4 Z IT z 3-IOd common(3 x 0.148 ), or Toe nail l Od box(3 x 0.128 ),or 24 o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30q.1 6ARA&E FLOOR SURFACE: Garage floor shall be 5-Inch Z Z <�t dJ V 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle 1p - - --t U O -i w Roof rafters to ridge, valley or hip rafters;or roof rafter 4-3"x 0.131" nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q r \ <- cq Z w And: Staple 18 ga., s %long, crown V 1- 0) 7 ,17- 7 �O•- z 7 to minimum 2"ridge beam finished floorin other than the 3 6 8310 EMERGENCY E50APE AND RESCUE OPENINGS: It Is the O dl tL 16 g ,+ ,+ 2-20d common 4 x 0.192 or ( g ) z z 3-16d box(3 2 x 0.135 );or ( )' Face nail at ends and at each splice % builders responsibility to verify that window units supplied by 0- r_ O w 1 „ ,+ . 3-10d box(3"x 0.128");or 1 % ion x.121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for < � 0.j L ® O 2-16d common(3 /2 x 0.162 ),or g -1 .� End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. X J O tX 3-1 Od box(3"x 0.128"); or (galvanized or stainless steel)roofing nails(for the finish) p� O V �- m p/ < 3-3"x 0.131"nails 1 8311 1 STAIRWAYS: Interior stairways shall be e-assembled L > o< 4-16d box(3 I/2"x 0.135")' or 1 long,No. 8 x 375 head diameter,ribbed wafer-head screws n, O Wall 8 $ wood units. The maximum reser height shall 8-I/4 inches and it q) N O d 0 3-16d common(3 2"x 0.162")' or (for tile finish) the minimum tread depth shall be q inches,plus nosing where Z 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 16d common(3%"x 0.162") 24"o.c. face nail 4-1 Od box(3"x 0.128"); or Plywood required. Provide handrails per Code. 8 Stud to stud(not at braced wall panels} lOd box(3"x 0.128");or 4-3"x 0.131"nails 1%ring or screw shank nail-minimum 8312.1 6UARD5: Walking surfaces more than 30 Inches above 16"o.c. face nail I 5 1 „ 3 6 grade,and steps leading thereto,shall have guards that X 3 x 0.131 nails 2-1Od box(3 x 0.128 ),or 2-8d common /and/6 12/ ga. (0.099 )shank diameter conform to Code. 29 Bridging or blocking to joist Each end,toe rail _ 16d box(3%2"x 0.135")• or (2,V2"x 0.131");or 2-3"x 0.131"nails Staple 18 ga.,%,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 83122 WINDOW FALL PROTECTION: Windows with sills less than 9 3"x 0.131"nails SPACING OF FASTENERS Ir s rs r 1%ring or screw shank nail-minimum e 24" above finished floor and greater than '12" above grade corners(at braced wall panels) 1 „ /2, /x, /2 and/ I 6 8 shall be protected per Code. 16d common(3/2 x 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND EdgesIntermediate 12/ga. (0.099 )shank diameter 16d common 3 2" x 0.162" 16"o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER nc h supports',' I 8314 SMOKE ALARMS AND HEAT DETECTION, Interconnected 10 Built-up header(2" to 2"header with%" spacer) ( ) g inches pp 1 /ring or screw shank nail-minimum 3 6 plans. 4....ArI�. (• ) Inches r9 5 2s s I „ smoke alarms,carbon monoxide alarms, and heat detection .� : 16d box(3%2" x 0.135") 12"o.c. each edge face nail (inches) /2, /, /2 and/ 12/ga. (0.099 )shank diameter alarms shall be Installed at all locations shown on the r Cta', �; .f'� '.,.. 5-8d box 2 2" x 0.113" or Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 12 6 g r h*..•,r t. G;s .jy�(}' + s. '' ( ); 8315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common 2 2"x 0.131" or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] r specified on the plans. ( ) Hardboard p 1 4-1Od box(3"x 0.128") 30 3/811 I 6d common(2"�x 0.113")nail 6 12f 1 /long ring-grooved underlayment nail 6 6 831'1 WOOD DECAY PROTECTION: Lumber specified in the plans - subfloor,wall as pressure preservative- treated (P.T) shall be in 16d common 3 2"x 0.162" 16" o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 r ' accordance with AWPA UI for the Intended use and location. «� L-i.„.., R ;,, ,.ti�• lOd box 3"x 0.128" or 31 I%2" - 1" 8d common nail(2 2"x 0.131") 6 12f Staple 18 ga., g long(plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless / %i .a j'•t¢�,.,C;°' �•';,• 12 Top plate to top plate ( ) g(p ) pp ' 12"o.c.face nail steel,silicon bronze, copper or 1/2" diameter or greater ✓p'f"'- 1Od common 3"x 0.148" nail;or I'P g •° '. ." ,, , St ^`` 3 x 0.131 nails ( ) + Particleboard 32 1%" - 1 I/4" ++ 6 12 steel bolts. 8d(2 2 x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 S q 3 8401.4.1 6EOTEGHNIGAL, Footings and foundations shall rest on DR�VFREQ ��� g 2021 Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-beortn value of 2,000 8-16d common(3 %2' x 0.162"); or Face nail on each side of end joint g J 1 2"galvanized roofing nail, %6" head 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this load-bearing value 13 Double top plate splice 12-16d box(3 2"x 0.135"); or (minimum 24"lap splice length 33 2" structural cellulosic fiberboard sheathing „ I „ 3 6 g Include 6W 4 GP-gravel and sandy gravel;6M 4 6C-silty and 12-1Od box(3" x 0.128"); or diameter, or 1 crown staple 16 ga., 1 / long Staple 16 ga., 1 y long, s crown 3 6 cla a gravel;5W 4 5P-sand and gravely sand;5M 4 SC-silty each side of end joint) �` yj 0 12-3"x 0.131"nails13/4" � ++ an c ayey sand. Unsuitable subsoil material encountered J galvanized roofing nail, /6 head I 6d ring-grooved underlayment nail 6 10 durinq excavation shall be excavated and replaced In-situ r0 34 2%2" structural cellulosic fiberboard sheathing diameter, or V crown staple 16 ga., 1 4" long 3 6 �' s Staple 16 ga., 1 5/long,%crown 3 6 with %4' crushed stone to a minimum depth of 8 Inches or AOBE. O ~ �16d common(3 y2'x 0.162") 16" o.c. face nail I „ d 1%2" galvanized roofing nail; staple galvanized, R4022 CONCRETE, Basement walls, foundation walls,exterior 14 Bottom plate to joist, rim joist,band joist or 35 / gypsum sheathing 1%2" long; 1 %" screws,Type W or S 7 7 walls and other vertical concrete work exposed to the to 1- 16d box 3 I "x 0.135" ' or For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum `fl blocking(not at braced wall panels) �� ( ��2 )� 12 o.c.face nail .fl LL (� r 3 x 0.131 nails 1 4" galvanized roofing nail; staple galvanized, compressive strength of Vc,=3000 psi at 28 days. Porches, O O ' 36 g"gypsum sheathings s +, s ++ 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage 3-16d box 3 2"x 0.135" ;or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P P + floor slabs shall be air entrained stone concrete with a O 3 0 Bottom plate to joist,rim joist,band joist or ( ) b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'�=3,500 psi at 28 days. Q O 15 2-16d common 2 2" x 0.162" • or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing blocking(at braced wall panel) (. )' c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater, d) ►- m 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail;or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations 3 " 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. s stems shall extend below the frost line, i.e., o a minimum 37 /4 and less 8d common(2 2"x 0.131")nail y t O U d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. �4-8d box(2 2"x 0.113");or p� 1 3-16d box 3 " x 0.13") • r 2 „ _ 8d common(2 2"x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. ( )� 38 / 1 8d deformed 2 6 12 R404.1.1 BACKFILL: Backfill shall not be placed against Z W 4-8d common 2 2"x 0.131" ;or Toe nail ( 2"x 0.120")nail f, Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of'7 days. Brace top - 4-lOd box(3"x 0.128");or ) l Od common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. ZtI , O' IL 4-3"x 0.131"nails 39 1%" - 1%4" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using J-4_I O f- p 16 Top or bottom plate to stud 8d deformed(2 2 x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O Y IL 6 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N - v h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Catego C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus -J Z 3-16d box(3 2'(x 0.135");or Y g �' v tL 2-16d common 3%2"x 0.162" ;or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x 10"b. w 3-10d box(3"x 0.128"); or RbO2 WOOD WALL FRAMING: Load bearing dimension lumber shall 4 ,4 OL O 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum I X ►J�1 sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. I_ < 3-10d box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a b c „ ( >> g g WALL SHEATHING USED TO RESIST WIND PRESSURES R'102.3 6YP5UM BOARD, All Interior wails to be covered with Xz �- 17 Top plates,laps at corners and intersections 2-16d common(3%2"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise 3-3"x 0.131"nails 2 noted on plans. 4 J - b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN U W ,/ MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2 72"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„II R"103.3 SIDING= Exterior wall covering shall be vinyl siding tested a,L 1L d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed -a W 2-8d common(2 2"x 0.131");or Y Y P PP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's O = O 18 1"brace to each stud and late 2-1Od box 3"x 0.128" • or Face nail Spacing ( ) PANEL SPAN SPACING IL P e. S acin of fasteners not included in this table shall be based on Table 8602.3 2 . THICKNESS Instructions for high-wind regions. Use stainless steel nails for H ( ): Penetration RATING (inches) Edges Field Wind exposure category d9 9 O 2 staples 1 34" f, For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches (inches) ) fastening vinyl siding on buildings located within 3,000 feet of P (inches) (inches o.c.) (inches o.c.) B C D the ocean line. p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less 3-8d box(2 26d Common"x 0.113")• or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but s 16 be 8802.1 WOOD ROOF FRAMING' Load bearing dimension lumber I/2O 2-8d common(2 " x 0.131");or less than 140 mph. (2.0"x 0.113") 1.5 24/0 for rafters,trusses,roof beams and ceiling joists shall -i 19 1"x 6" sheathing to each bearing 2-1 Od box(3"x 0.128");or Face nail 6 12 140 115 110 Douglas fir-larch No. 2 or better. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, V crown, 16 a., 1 Y4" long sheathing shall conform to ASTM C 208. +, ,+ 1.75 24/16 %6 RBob ROOF VENTILATION- Soffit vents shall be- provided with o p g g g (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of X50 of the area of the DATE: FEBRUARY 2021 3-8d box(2 I/2" x 0.113");or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic is unvented. 3-8d common(2 2" x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rg052 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g g g P g PrP � � g Pp 3-10d box(3"x 0.128");or the framing members need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance with A5TM D--1158 Glass G ++ 3 „ g P P q Y P P or H,or ASTM D-3161 Glass F,and shall be fastened In NOTES 3 staples, 1 crown, 16 ga., 1 / long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 , PP Y g g accordance with the manufacturers Instructlons to achieve 20 1"x 8" and wider sheathing to each bearing Wider than V x 8" i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use Face nail J P g J P g• p P 9 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2 2"x 0.113" or saltwater. ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2 2"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY. All combustion air for factory-built 3-10d box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be- provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 13/4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. A - a THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING to '7 JOIST DETAILS Plate nail-16d(0.135"x 3/2")at Load bearing or braced/shear wall above(must stack over wall below) • 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135"x3Xz°) Plate nail, 16d(0.135x3/2 ) 7 „ ® ALLOWABLE HOLES TJI R Joists N at 16"on-center When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- Blocking panel: 18"TJ Rim Board,1 (must stack over wall below when present) p. - O at 16"on-center 1 No load bearing Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x2/2")at 6"on-center Y"TimberStrand® LSL or TJI®joist. g Z Z 9 p Web stiffener wall above Q27 Min.distance from Table A Min.distance from Table B 1Yi'hole maybe cut Q Q Ti er Rim Board,1/a" re uired on both Plate nail-16d(0.135"x38") Blocking panel: anywhere in web out- sides * Web stiffeners required on 2x4 minimum Web stiffeners � g P DO NOT TimberStrand LSL or sides at A2W ONLY at 16"on-center 1/a"TJ®Rim Board, side of hatched zone Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cur or notch flange. } TJ Is joist Floor panel nail- g q 1/4"TimberStrand® LSL g (pL[i „ boundary nails, at B3W ONLY • 8d(0.131"x 2/z")at 6 on-center � „ � or TJ Is 8d(0.131"x 2/2 )a 18"TimberStrand Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %s Web stiffeners 6" O •• 0 O g• Z Q nail each side at A3._W 61 CB required on both W nil t „ Toe nail-10d(0.131" O sides of both joist Th.l.. L, 2 x D1 D, Closely grouped round L2 2 x L2 D2 6" 6" IL Toe 0.nail, Toe nail, 1/a TJ®Rim Board A31A3W When sheathing holes are permitted if Qr 10d 0.131"x 3" 10d 0.131 x 3" TJI®rim joist • • ( � 12„ x 3")at 6"on-center ends at B4W ONLY cur minimum P minimum No field cut Do not cut ( ) ( ) / only)or thickness exceeds/8", Web stiffeners required Do NOT (applies to all holes the group perimeter holes In holes larger O at 6"on-center at 6"on-center ® trim sheathing tongue min. End of joists at hatched meets requirements for hatched + IL 1Ya"TimberStrand LSL. 9 9 3 , on both sides at B1 W cur holes in cantilever except knockouts) q than 1/z•!n For rim board thicker than 1/ centerline zones TJI®rim joist at rim board reinforcement. round or square holes. zones cantilever 1 and B2W ONLY W Web stiffener ( ,) -Attach TJI Joist to nm board with one 10d(0.128"x 3") of support Toe nail-10d 0.131"x 3' required on both Must have 13/4"minimum * Install proper blocking to nail.To nail from TJI joists into rim board. Table A - End Support jja at 6"on-center P P g P Blocking panels may be required pp * sides at Al W ONLY * joist bearing at ends. Attach �c support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O Al Al W A2 A2W rim joist per A3 detail. 819(9(9 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE OO OO TJI® *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 t * DEPTH 2" 3" a•• 5" 6Y" T' 6'/e" ,t" 13" 2" 3" a" 5" 6Yz" 7" 9Ya" 11" 13" Nail through 2x cantilever,wood backer and O O O O O W Details and Installation in Weyerhaeuser Installation Guide 1 „ ® ® - 110 1'-0" 1'-s" 2•-0" T-0" s'-0" ,'-o" 1'-s" 2•-6'• T-s" a'-6" cV N Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1/a TJ Rim Board or 18"TimberStrand LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1•-s~ 2-s• 3'-0" s-s" ,'-0' z'-o" z'-s" a'-o" 5'-0" >S d� ,� for Floor and Roof Framing,TJ-900 1. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9Y" 230 1'-6^ 2•-0" 2'-6" 3'-6" 5'-6'• T-0" 2'-0" T-0" 4'-6" s'-o" Q O Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 38")nails with 38"TJI® 360 ,'-s" 2'-0" T-0" 4'-0^ 6'-0" 1'-6" z'-6" T-6" 5'•0" 5'-6" i1 (V with connections equivalent to floor panel joist flange widths. 560 ,'-6" 2'-6" 3'-6" F-0^ T-o" 2'-0" T-0" 4'-0" 5'-6" s'-o" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- 1 „ g 18"TJ®Rim Board 1/a TimberStrand® schedule. 110 r-o" r-o" r•s° z'-o" r-s° 3•-0^ s'-s" r-o° r-s° z'-o° z'-s" a'-s• s'-o" s'-o" # reinforcement and filler 16"deep blocking panels;6"diameter zio r-0^ r-6" 2'-0" 2'-0" 3'•0" T-6^ s'-0" r-0" r-6" 2'-6" 3•-0" 6-0" s'-6" s'-6^ 4'-0"length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 1'-0^ 1'-6" z'-o^ 2'-6" 3•-0" T-s" 6'-6" 1'-0" 2'-0" 2'-6" T-6" 5'-6" F-6" T-0^ 3/4"reinforcement on , „ 7 ® one each at top and bottom flange. 360 r-6" r-o^ T-0" T-s" 4'-6" s'-o^ T-0" r-s" 2'-6" T-6" 4'-6" 6'-6" 6'-6^ T-s" p 16"deep blocking panels;6' diameter with 9/ and 11/ TJI or shorter than 12"long. with one 8d(0.131 x 2/) 8"diameter maximum hole for 11 one side at E2,both " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 560 1'-6" 2'-6" T-0" 4'-0^ s-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6~ F-s" T-0" T-6'• F-o" 7 „- maximum for blocking panels 9/ j 9 F1 applies to Web stiffeners / 16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 28") 110 r-0" 1'-0" r-0" 1'-0^ r-s^ z'-o^ 3-0° 5'-6" r-0" r-o" r-s" r-o" 3'-s^ a'-o° s'-o° 8'.0- Web or shorter than 12"long. Horizontal blocking uniformly 210 r-o" r-o" r-o" r-s° r-o" T-6" T-s" s-o^ r-o° '-a' r-0^ 2'-6" 4'-0" 4'-6^ s'-6" 8•-6^ Load from above required on both diameter maximum for blocking 1'/a"TJ®Rim Board 18" nail at each corner • Do not cut flanges. panels between each loaded joists 14" zio r-o" r-0" r-0" r-6" r-6" 2'-6" 4'-0" r-o" r-o° '-0" 2'-0" T-O" 4'-0" s'-o" T4' 9'-0" sides at E1 W ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 ,'-0•' ,'-0" 1'-6~ z'-6" T-s" 4'-0" F-s" 8'-0" 1•-0" ,'-s" 2'-6" 4'-0' s'•0" 6'-6" s'-o" 9'-6- Do long. 1 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood ��` Ys° Do not cut flanges. ® 5so r-o~ r-o" 2'-0° 3'-0" a•-s" s-o" s'-s^ s'-o" r-s^ 3'-0" a'-o^ 5'-0" r-o^ T-s^ '-o° 10'-0^ a 9 1X8"TJ Rim Board or 1/a" each at top and bottom flange. reinforcement on floor panel schedule. backer �J0 M) 210 r-o' r-0" 1'•0" r-0" r-0" r-6" 2'-6" 3'-6" 6'-0" 1'•0" r-0" 1'4' 2'-0" T-0" T-6" s'-6" 8'•0" 1 r-0" O TimberStrand® LSL.Nail with one side at E5, es \-\I-t`<`�e b ° 16„ zio r•o" r-o^ r-o° 1'-0" r-s" r-s° 3'-a' a'-o" T-o" r-o° r-o~ r-0" 2'-0" 3'-6" a'-0" 7'-0" s'-o" 11'-0" 10d(0.131"x 3")nails,one Attach reinforcement to 12"length of 3/" ���` et °a Boa 360 r-o" r-o" r-o" r•o" 2'•s" 2'-6" 4'-6" s'-6" 9'-0" r-o" r-0" r-s" T-0" s-o" F-6" 9'-0" 10'-0' 11'•9" both sides at E6 112 e� ' each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side a��� �r ��*<° 560 r-o" r-o" r-o° r-o° z'•s" 3•-0" s-o" r-s^ 10'-0" r-o° z'-o^ 3'-0° a'-s" s'-s" T-o° ,o'-0" 1r-o• 1r-o° blocking between at ET both sides at E8 F1 ° �e�`9 �a , 10d(0.148"x 3")nails at 6" 9 a" 5•• s" r' e" 10" 1z•• 15^ 1T• a" 5•' s•' 7" s'• 10'• 1z•• 15" 1T' � Attach reinforcement On-center,clinched.Use 2 each joist 3so 1'-0" 2'-0" 4'-0" s'-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum to joist flange with Z " E7 E8 Less than 5" 1s" 1 g 2' t<` rows with 91/2 and 11/8 Less than 5" 2'-0" 4'-6" 7'-0" 11'-0" 2'•0" 3'-6" 5'-0" B'-6" 8'-0" 11'-0" 12'-0" 14'-6" squash blocks p"` 8d(0.131"x 21/2")nails at 6" a+`� TJI®joists. ° r-o° r-s" 3'-0° -o" 1s'-s" 1'/s"TJ®Rim Board or Face rain 2����� on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENTr-o" r-o" r-o" a'-s" s'-o" ,r-s" r-o° r-s~ 3'-s" s'-o" T-o° ,o'-s^ 13'-0' ,a'-s" ,6'-0" CS Use 2x4 minimum squash blocks to 18"TimberStrand® LSL. g d`a both sides,stagger nails. Ya"minimum transfer load around TJIO joist E1 E1W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1.• 23/"maximum Table B - Intermediate or Cantilever Support O O P O O (18"for TJI g: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support nails,one each at to and ® Nailing: bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® -72T-374- ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJ Is joist blocking with end DEPTH r 3" a• S. 6Y2" 7" 8%" 11 13•• z• 3' a" 5•' 6Y" T• a'/s" 11• 13" blocks installed at joist-span Web stiffener both sides. adhesive to all Y.t P See sizes below. *With 110 2'-0" 2'-6" 3'-6" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using point load from above,and no support Hanger height must p g contact surfaces g below,install web stiffener tight to top flange 9%.. 210 2'-0" 2'•6" T-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" T-6" Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Xa"overhang two 8d 0.113"x 2 Tight fit* 230 z'-s" T-0" a'-0^ 5'-6" 8'-6" 2•_ be a minimum of so% Attach per the table.Clinch to to flan a ti ht to bottom permitted at beam. Flashing ( 8') 9 (gap at bottom flange) o^ 3'6" a's" s'-s" T-6" ofjoistdepth p P g ( g P nails or 360 T-0" 4'-0" 5'-6" F-6" T-0" T-0" 4'-6" 5'-6" T-6" 8'-0" nails when possible. flange with face mount hangers). Treated 2x_ kspa 28"screws, o Depth Minimum Web Nailing Requirements 560 T-s" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-s" 6'-6" 8'-0" s-o" Clinch nails when possible. ledger ��31°`a �a�' typical TJI^ Joist Series (in) Stiffener Size Type Number Nails 110 1'.0" r-o° r-s" 2'-6" 4•-0" 4'-6" e'-s" End Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" s'-0" 9•-0" 1'-0" 2' See fastener 1 5 5 11r/e" 230 1'-0" 2'-0" 2'-6" T-6" s'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'•6• 5'-0" 8'-6" 9'-0" 10'-6" �•'^�' 1/a"TJ®Rim Board or 18" 110 All / x 2/s"i" table below.Maintain ® 210 All 34"x 25Ig")') 8d 560 ?6" 3'0" 4'-6" T-6" T-0" T-6° 12=0" 3-0" 4'6" 6--0- 8'0" 10'-6" 11-0" 12=0" Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All �/"x 25/9""' (0.113"x 28") 3 3 110 r-o° r-o" r-0" r-o" z'-0" 2'-s" 4'-s" e'-s° r-o^ r-o° r-0" V-s" s'-o" s'-o" 9'-0" 1z'-o° hanger Option#2: edge of ledger to fastener. � 2x_strapping installed at/ 16d 210 1'-0" r-o" 1•-0" r-o" 2'-6" T-0" s-s" 9'-6" r-a' r-0" T-o" T-s" 6'-0^ TAY ,0'-0" 13'•0" Backer block Face mount Allowable Load lbs joist-span locations using two 2 560 All 2x4'2' (0.135"x 38") 14" 230 r-o^ r•o° r-o" z'-o° 3'-s^ a•-o~ s'-o" io'-s" r-o^ r-o" z'-s" a'-o" 6'-6° T-s° it-o" 13•-6" hanger both sides of web 8"screws per joist,typical 360 r-0" r•0~ r-o" 3'-6" F-6" V-o" 8'-6" 12'-6" r-0" 2'-0" 4'-0' F-s" 9'-0' 10'•0" 12'-0' 14'-0' with single TJI®joist Fastener 1%"TimberStrand® 1Y8"TJ®Rim Board 18' 4 4 560 1'-0" 1'•0" ,•-6" T-6" F-6" 6'-6" 9'-6" 13'-6" ,'-0" T-0" T-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'.0- LSL rim board Option#3: 20" 21 16d 5 5 210 1'-0" 1'-o" t•-0" 1'-0" 1'-0" ,'-0~ 3'-6" T-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" s'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of With to mount hangers,backer block required only Y2"lag bolt 610 480 Direct) applied ceiling 560D 22„(3) 2x4 (0.135"x 38") 6 11230 r-0^ 1'-0" r-0" r-0" r-6" r-o" 4'-0^ s'-6~ 1r-o" r-o" r-o" r-o" 2'•6" 5'-0" s'-o" 10'-6" ,3'-s" 16'•6" hanger do not lateral) support at P g q y y PP g L16 H 1 g y pp H2 for downward loads exceeding 250 lbs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. 24"(3) 6 13 360 -r o" 1'-0" 1'-0" 1'-0" 3'•0" 4'•0'• 6'-6" 10'-D" 13'-6" 1'-0" ,'-0" 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'-6" 17'-0" 3 ®• 9 P q PP PB1 O least/"of TJI joist top flange O conditions.For nailing requirements see page 5 TJ- LA When specified on the layout,one of W 1 PS1 or PS2 sheathing,face rain vertical 596 r-o" r-o" r-o" r-o• z'-s^ 3'-s" T-0" 11'-0" 15'-0" ,'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" g q P g the bracing options above is required ( ) g' g 9001, Weyerhaeuser installation Guide for Floor and (2)Construction grade or better a 5 s 7 a 10 12 1s 17 a s 6" T^ 8" 10" 12 15 17^ e Roof Framing,TJ-9001. 3 Web stiffeners are alwa s required for 22"and 24"TJI®560D Joists 18„ 3so ,'-o~ 1'-0~ 1-0~ 1'-s" 3'-0~ s'-o" s'-o^ 1s'-o" 1'-0~ 1'-s" a'-o" 6'-s" 9'-0" 1a'-s" 16'-6" is'-s" _ 560 1'-0" T-0" ,•-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-8" 6'-0" 8'-6" 11'-6" 16'-6" BEAM DETAILS FASTENING of FLOOR PANELS 360 ,'-o" 1'-0" 1'-o" ,'-0" 1'-o" T-0'• s'•o" ,1'-0" 15•-6" 20^ 'I , m o Guidelines for Closest On-Center Spacing per Row LL an K R L IZES 560 1'-0" 1'-0" 1'-0" ,'-0" 1'-0" 1•-6" 5'-6" 12'•0" 18'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 1T-6' 19'-6" 20'-6" Jl-! TJI®(+)t21 Rim Board 1Y2" TJI®Joists 110 210 230 Or 360 560 Rectangular holes based on measurement oflongestside. BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 8'•TJ®Ri 1%" TimberStrand®LSL Microllame Parallam® 9Yz"or 98"or 14"or g8 or 14"or 18"or 14"or 18"or • Leave 8"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. � ItJ t� and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14" 11/e" z 1LI Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11/a" 11/s" 16" 11,1/8'. 16" 20" 16 20" " Tables are based on uniform load tables in current design literature. } Q Z 8d(0.113"x 28"),8d(0.131"x 28") 4" 3" 6" 4" 3" 3" 3" Filler Block(tl 2x6+3/" 2x8+3 2x6+' 2x8+ 2x12+ Two Two Two For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located �_ Q 11J 2x6 2x8 /„ /2' y, y„ . -I iXa"TJ®Rim Board or Strap per code if top plate (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur In the joist. Q `(, ,- Q Q Z 1Xa"TimberStrand LSL or is not continuous over 16d(0.162"x 3Y2") 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2x6+Y2" 2x10+8" Not v � r Q blocking for lateral support header Filler 4'-0" 6'-0" sheathingsheathingsheathingsheathingNota applicable (1)Stagger nails when using 4"on-center spacing and maintain 1 3/"joist and panel edge distance.One row of fasteners is permitted(twat abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long U-0"long applicable pp ALLOWABLE HOLES - Headers and Beams p- Z T Q W • panel edges)for diaphragms.Fastener spacing for TJI 0 joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block t+l .55E TimberStrand® LSL Headers and Beams W Strap per code if top f. blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI a joists. %11 a „ 3 r , i . IL V_ Q (Detail F1 or/ / or 8 /a or 1"Net 2x6 2x8 2x12 1�} Q Q V plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/i'and staggered. or H2 V over column (3)With 10d(0.148"x 1'/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the (L O y Top mount (4)Can be reduced to 4"on center if nail penetration into the narrow edge is no more than 1 3/g"(to avoid splitting). ft)If necessary,increase filler and backer block height for face mount hangers and maintain%"ggap at top ofjoisY see detail W Filler d backer largest hole(minimum) Q>/ block dimensions should accomodate required nailing without splitting(12"minimum for backer locks and 24"minimum for filter blocks). .(� ry Z 0 hanger (5)Can be reduced to 5"on-center if nail penetration Into the narrow edge is no more than 1 8"(to avoid splitting). 8 depth v, Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Q Column Face mount 9� 9 p 9 9 q 9• 9 P hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L 1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. 0 0 0 literature for framing connectors ■Nailing rows must be offset at least Y"and staggered. ■14 ga.staples may be substituted for 8d(0,113"x 2)/2")nails if minimum penetration of 1"into the TJI Joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSIL ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole Size panels,hangers,or direct attachment to 9X"-9y2" 3" Multiple-Member Connections for Top-Loaded Beams ® . a rim board or rim joist. 11X 11 /a 3 8 p p TJI joist framing does not j a" ' "- ' " 5 " Fastener Installation Requirements require bridging or mid-span E1 14"-16" 45/" Piece #of Fastener q g g P General Notes See illustration for allowed hole zone .•*t•±r<. Width Plies TypeM Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking • Allowed hole zone suitable for headers and beams with 0�: t,'�!*:•.�'�. sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. ,••*..+••••.."` BEARING AT 10d nails 3" 312) side so they g fall halfwaybetween • Round holes only .•.` h "•. i O a ° 2 12d-16d nails 3 Y4" 2i2j One side • No holes in headers or beams In la COLUMN fasteners on the first side. p Screws 33/8'or 3Y2' 2 24" H2 plank orientation. 10d nails 3" 3)2) DO NOT bevel cutjoist Al Other Trus Joist® Headers and Beamsl;t) �;'s . I ; . 12" Rim board joint •�" , „ ; , t F Both sides be and inside face of wall. O 1 ;3 �° 12d-16d nails 3 Y4" 2'2' y Microllam® LVL B �tl,f•. .. " ' c •y t:'? E2 between joists DO NOT overhang seat cuts ;it.' ^•'� r g 1.3E TimberStrand® and Parallam®PSL ,. .: •.t•7� 4'*.�"L°.9 •'�' 3s/"or 3Y2" Both sides _ +, • :,..".,,"• �e.,�,' Screws 2 24" Load must be applied evenly across 3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the 8 depth 5" One side entire beam width.Otherwise,use face ofsupportmember• largest hole(minimum) Verify column capacity 10d nails'3j 3" 3c2) connections for side-loaded beams. DO NOT cut,notch or drill and beam capacity 12„ One side L5 g 12d-16d nails(') 3 Y4" 2'2) (per ply) except as indicated In Iength.Seecurrent 4 holes in headers or beams ��.iVERED DEC 0 8 2021 d 0 0 o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24„ Both sides Multiple pieces can be nailed or bolted together to CS 0 0 6 Y4" One side L6 form a header or beam of the required size,up to a TJI®rim joist ' '� '• Microllam® LVL and Other Trus Joist Beams Q . 1Y8"TJ®Rim Board or 1Y4" Parallam®PSL Header or Beam Maximum Round -1 5"or 6" Both sides maximum width of 7" L3 TimberStrand® LSL. allowed hole zone Depth Hole Size Q Q 3X2 2 Screws 6 Via" 2 24 One side A2 middle 8 span a3/" 1" Q Y2"bolts 8" 2 24" - (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM'. %2 1%" Q d B1 Li d 1.3E TimberStrand® LSL allowed hole zone d COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. 7Xa 20 2 �t (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. H1 See illustration for Allowed Hole Zone B2 General Notes p Allowed hole zone suitable for headers and beams with uniform loads only. I Z BEAM ON NAILING AT BEARING FLOOR • Round holes only Q 1 O COLUMN CAP (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 a No holes in cantilevers. O • No holes in headers or beams in plank orientation. l � (h ® (Load bearing wall above) Q U 1_ Q O � 1/e"TJ Rim Board or 1'/a"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 or B2 at - One i to each x e floor panel edge is supported O B4 intermediate bearings WARNING I_- O QC z 102 nail into each flange One l e (0.113"x rive and span rating is not exceeded. With load bearing or Joists are unstable until braced laterally i t- leasteach side.Drive Do not cut joist flanges. nails at an angle at braced/shear wall � Q � least 18"from end. Plumbing Drop Bracing Includes: 1 I 1 Q I • Blocking • Sheathing • N Q u 11 IL O P1 End of joists from above a ) 9 Strut Lines �- 38"minimum of support at center e L2 , Rim Joist Z COLUMN BASE a intermediate bearing Also see detail B2 • Hangers • Rim Board 1L1- 1/ minimum end bearing 1 9 single-family applications 5/ may be required l for maximum H1 , _ _ � < < v Shear transfer.Connections equivalent capacity ° r �11 to floor panel nailing schedule • ;:.:,•,, Rim to TJI®Joist ° ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1Ye"TJ®Rim Board, TJI®560 rim joist:Toe Additional joist is required if ° until braced. that are lying flat. materials on unsheathed N 1Y4"TimberStrand LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists. Stack only over U � (� - TJI®110 rim joist: nails,one each side of or if span rating is exceeded. •' WARNING NOTES: beams or walls. Exterior Deck IL P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 : '••'. '•.•. : ,,• ° LA DO NOT use sawn � U- o Lack of proper bracing during construction can result in serious -t into each flange floor joist •.: ,; • Attachment lumber for rim W TJI®210,230,and 360 rim a: Structural accidents.Observe the following guidelines: Q Z O AL INSTALLATION TIPS O board or blocking g 9 j pp joists must be completely installed and properly nailed. IL ~ •,. • ' •�•' sheathing r 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®' ' ELEVATED joist: o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the ba This can also be O �- One 16d 0.135"x 3y2")nail •Subfloor adhesive will improve floor performance,but ° y t j cQ COLUMN BASE ( 8 ) after inStd//ation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 13/4'minimum bearing into each flange may not be required. ° Top View ° Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a Q •Squash blocks and blocking panels carry stacked Protect untreated wood O 1 minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. 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 must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 18"knockouts at ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. »,• 1Y8"TJ®Rim Board or 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand- LSL. 12"on-center two 8d(0.113"x 28")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 •When joists are doubled at non load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit corn/inform. Optional plumbing or HVAC. P3 non-shrink See framing Ian if applicable)or flush with inside face rout Drive nails at an g P ( pp ) of wall or beam I-.101ST DETAILS 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 18"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistlnsta//ation Guide, TJ-9006, which should be referenced for additional information. -