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��o�oguFFaty ' Town of Southold 2/14/2023 P.O.Box 1179 W .?� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43849 Date: 2/14/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4200 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-79 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/22/2021 pursuant to which Building Permit No. 1 46517 dated 6/30/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch, rear deck entry 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-21-0053 8/2/2022 ELECTRICAL CERTIFICATE NO. 46517 12%15/2022 PLUMBERS CERTIFICATION DATED 6/1/2022 4 \ (Narles Satyers 0 ori ed Signature f=FDi/C TOWN OF SOUTHOLD cay�; BUILDING DEPARTMENT a TOWN CLERK'S OFFICE 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#: 46517 Date: 6/30/2021 Permission is hereby granted to: Brooklyn Timber LLC c/o Patricia C. Moore 51020 Main Rd Southold, NY 11971 To: Construct new single family dwelling as applied for with SCHD approval. At premises located at: 4200 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-79 Pursuant to application dated 6/22/2021 and approved by the Building Inspector. To expire on 12/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,458.80 CO-NEW DWELLING $50.00 Total: $2,508.80 Building Inspector pF SO!/jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinA-town.southold.ny.us Southold,NY 11971-0959 COUNn,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooklyn Timber LLC Address: 4200 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 46517 Section: 106 Block: 8 Lot: 79 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 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 69 Ceiling Fixtures 24 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 58 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors 1 Disconnect Switches 51 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Micro, Hood, DW, W/D Notes: Two Story Unfinished Basement Inspector Signature: Date: December 15, 2022 S. Devlin-Cert Electrical Compliance Form Town Hall Annex i Telephone(631)705-1802 54375 Main Road Fax(631).76-4502 P.O.Box 1179 ;_ :.; ►':,+�. . tea;•; Southold,NY 11971-0059 BUILDING DEPARTMENT TOWN OF SOUTHOLD c C.ERT1FIC.A.TLO.N Date- Building Permit No: Owner: &OtAn i ck: X L VA rn l Z�S� ._. 4 (Please print) .Plumber:. .(Please print) I certifythat.the solder used in the water supply system contains less than 2/10 of 1%0 lead: �(Pl rs Signature). Sworn to before.me-this day of 5Zvae- Vineeh f 41 set 211 0 , ',, Ge�AL% ® 0 2 2023 Notary Public Sv �. :: unty - PIP, •, '��'°s;• h ,•� FEB FXp�RES ;Slo.%J%' 4' uuuw► `�% 1111A1(iIC��11 / pE so # ��# TOWN OF SOUTHOLD BUILDING DEPT. �ycourm,N�' 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLBG. ' J4[: ] 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: S ovv L � t � soum �q C,4 DATEZ� INSPECTOR OE SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. °`ycouur+,N�' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING K] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ff2A _7g,&,e p Tlt,6 zs DATE q—q'ZZ— INSPECTOR 50GTy��o y 6 s 17 y lav f # LD B ILDINQ' DEPT. TOWN OF SOUTHO U -Z� 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 REMARKS: C> DATE S7//&1&7, INSPECTOR OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 �� - -=1 N=SPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARK y1 DATE ` 3 � INSPECTOR I -1 ti��aOF SO(/lho� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � q— mil�000000r c� DATE Y INSPECTOR rjf soyOlo L4L7' 7 w Lew eS;j-vv, /c pd # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t-w-+- .!�-t�►yY L" 1�- DATE �'L �� ?� INSPECTOR / �SOF SOUIyO# 1'[n TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 .INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL iVb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t Widt, co VIVVAV 1 45 14? - �✓�( DATE S Y INSPECTOR Iii- NXER6T AMES LIPA Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes ® 2 I1 117 Certified Home Address: 4200 Stanley Road City: Mattituc rrr, Builder Name: Oasis at Mattituck Corp. Builder ag# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: BasemeThOMM E) (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: January 25, 2023 Outdoors Temp During Test: 40 eF CAZ DepressurizationN( OTE: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 System Primary: Yes ✓ No— Type: Furnace ✓ Boiler_Heat Pump_Other 1 a Venting Tvne 3 Drat Sin 11aQe Sin llaee CO CO E tCien Fuel Tvtle Circle Type) Pascal"" orst Case)' atura!: orst.Case atural Ratin N_P✓ O—E N V_M_S✓ Pa. Pass ✓ Fail_ Pass-' Fail_ 14 PPM 14 PPM Yes ✓ TTym: Standard Tank ✓ Indirect Tan1dess Size: 50 Style Common Vent ❑ Water Heater Primary: No _ Instantaneous Commercial (See Note S below) (Gallons) 4 Stand Alone IKI a, z Venting Tyne'3 Drat "S in(lame 'Spillage(Natural] CO '. CO E rcien Fuel Tvne (Circle Type)• (Pascal) (Worse Case) (Worse,Case) (Naiural) EF: N P 610—E— N M✓ S - Pa. Pass *' Fail— Pass✓Fail 6 PPM 6 PPM Overt 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 z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Commonly Vented with Heating System or Stand Alone(Independently Vented or O hand 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 17 Rater Number: 2614397 Rater Signature: - Date: January 25, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 s HOMESLIPAs Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 4200 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 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: January 25, 2023 Outdoors Temp During Test: 40 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 System', Primary: Yes ✓ No_ Tvue: Furnace ✓ Boiler_Heat Pump_Other t i Venting Tyne a. DraftiSn llaQe S i�Mage CO CO, E we Fue[Tvne „'; "Circle,T <> Pascal"= ,, orst.Case Natural o2t9c, a (Natural Rating: N_P✓ O_E_ N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 14 PPM 14 PPM Yes ✓ Tvve: Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water Heater Primary: No _ Instantaneous Commercial See Note (Gallons) �] ,. _ ( ) ) a Stand Alone s z 1 Venting Tvpe'3 Drat Sin lla�e Spillage(Natural) CO CO E tcien Fuel Type (Circle Type) (Pascal) .:. , (Worse Case) (Worse,.Case) (Natural). EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 6 PPM 6 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. Water Heater Style Commonly Vented with Heating System or Stand Alone dependently Vented orOrphaned) 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 Rater Number: 2614397 Rater Signature: Date: January 25, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 r REWRate - Residential Energy Analysis and Rating Software v16.0.4 ; New York Compliance Certificate Project Title: New Home 1000-106-8-79 Report Date 2023-01-25 Data Filename 2021_031 4200 Stanley Rd.C.CC_HERS.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 54 Construction Site Owner/Agent Designer/Contractor HERS Rater 4200 Stanley Road Brooklyn Timber, LLC Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4200 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631=878-7808 Building Information Conditioned Area (sq ft) 4613 Conditioned Volume (cubic ft) 52890 Insulated Shell Area(sq ft) 9039 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) 5910 Maximum UA 500, Your Home Energy Cost($/yr) 5192 Your Home UA 474 Better Than Code (Pert) 14.49o' Better Than Code (UA) 5.3% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R39,FG1,OC-SPF** 1281 39.0 0.0 39 Roof 2: R39,FG1,OC-SPF** 422 39.0 0.0 13 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2773 15.0 5.0 151 AG Wall 2: R15,FG1,4-16** 237 15.0 0.0 19 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. REWRate - 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-16.7 JD OC SPF** 375 11.7 5.0 23 AG Wall 4: R15,FG1,4-16** 110 15.0 0.0 9 Joist 1: Cond->ambient 168 13.0 5.0 0 Joist 2: Cond -garage 25 13.0 0.0 0 Joist 3: Cond-ambient 65 13.0 5.0 0 Window 1: 11:0.30, SHGC 0.27 DH** 239 0.300 72 Window 2: U:0.30, SHGC 0.28 DR** 82 0.300 25 Window 3: U:0.28, SHGC 0.31 PIC** 71 0.280 20 Door 1: PCH Front Door** 32 0.230 0 Door 2: PCH Garage** 18 0.150 0 Door 4: 1-3/8 Wd panel 12 1.111 0 Floors Over Garage Floor 1: R30,FG1,X-16** 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Blanket-10ft-pa** 1628 0.0 11.0 88 Wall 2: R-11 Blanket-10ft-pa** 250 0.0 11.0 14 Window 4: U:0 0.27 CS** 28 0.290 8 Door 3 22 0.220 0 Duct Insul ion R-Value Inf' ation 2.23 Clg: 2. ACH50 M anic quipment Hea mg: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Cooling:Air conditioner, 24.0 kBtuh, 16.0 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 the 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 REWRate- 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 2 of 3 iii. ..c_... RFWRate - Residential Energy Analysis and Rating Software 06.0.4 New York Compliance Certificate 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 the home is built. I further attest that I am a certified Home Energy Rater and affiliated with ��'✓ a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. --J Name-Title Signature Date REWRate-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 3 of 3 y 11fifid-lb, CERTIFICATE OF INSULATION f_,R„?!Y:05I11;2i :ill' For the following home: Lot 25- The Fields at Mattituck; 1000-106-08-79 STREET ADDRESS 4200 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No4Bum Plus ThB Intumescent Attic.Gable End-Wails-2 inches Rafter R-39;End-Wall R-1� Walls Kndur Ecobatt R-15 HD Kraft-faced 3.5 inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 inches Other: Band Joist:R-13 Closed-Cell SPF 8 Intumescent Band Joist-2 inches Garage Ceiling-16 inches Garage Ceiling:2-Lasers Knauf Ecobatt R-25 en 2nd floor platform(total:R-50) The undersigned certifies that Knauf Insolation products have been installed in accordance with the manufacturer's recommended applications for these products.. Hunter insulation A/-7 5�/ �j INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 1 0 CITY STATE U i SIGNATURE FEB 0 2 2023 � D E ®U&l�li111G `�1AIA1 P�l1: `�4ti�o��tetts:��ttrrra�r f � Contractor's Subnuttal ,�, �r ���Yf�/ice Material approved for use in project. `���'� •�E;j�D •,f”ijf� Kri u€ 1fQauLllTttSii, Ii4C< One Knauf Drive 4200 Stanley Road,Mattituck Crj•-�� ,,' Shelbyville, IN 46175 Approved by D'Amaro Engineering and Surveying,P.C. Technical Support (317)398-1430 ext.8727 '—. .�� .pq��tdo QA•••���'�� '�':-.r.'_•r_.ar;�,;_;I_;I,�ly�r r; CHECKED JAN 2 3 202301-20 s 02020 Knauf Insulation,Inc. DATA SHEET Basement Wall Insulation 1tkNA1f!kkq!AT16NSET"' Technolo LD WE LIVE IN.'" with ECO Technology DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR:: SOB: The Fields at Mattituck- Lot 25 a perforated facing that can be left exposed. It is also available unfaced for non-exposed areas such as crawl spaces. It gives you DATE: January 9, 2023. 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. DOING.MORE FOR THEWORLD The perforations in the facing allow moisture to pass through the Knauf Insulation products;,with,ECOSEIITc-chnology are material, reducing the possibility of condensation and ensuring proper thermal performance. using our patented, biombased binder-A smarter alternative to the . binder APPLICATION traditionallyproducts. bio-based • New construction or for retrofit in existing homes productbinder holds our product SPECIFICATION COMPLIANCE All of our productsmade from sulsta i Ina,le resources., • ASTM C665 proud • Type 11, Class A, Category 11 ,• putting glass bottles backto work • IECC Code for a continuous R-value with a Class A Fire landfills,Our productsof 5,06/6 rating with no further modification recycled glass—totaling an average of 26millionbottles „ each month. INDOOR AIR QUALITY • EUCEB Certified With EC�r Contractor's Submittal Material approved for use in project. 4200 Stanley Road;Mattituck Approved by D'Amaro Engineering and Surveying, P.C. [FORM_ S, 'a �R=Value ' JDimensions: aFacing:°;- .. 3.5"x 48"x 60' R-11 PSK Perforated(White) 3.5"x 88"x 60' - FEB 0 2 2023 TECHNICAL DATA Nest";: A , < Performaneet': 'bd.t'^ a tiN3a, �. s•, nY,-"'.,I:i'• :?.J_""��'! Y-;`.ti Y'� + .a,..�r' � �e 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. A Plus ThB N> -BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION _ No-Burn Plus ThB is an International Building,International Il Residential,and National Fire Protection Association Life - 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 intumescent coating,Plus ThB is applied to spray •, _ a polyurethane foam insulation,achieving the fire performance prescribed. a � 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: (170 L) 586.5 lbs. 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (1 Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. 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 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 4200 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 httl2s://www.noburn.com/policies-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 EcosattOInsulation Wgf!k�q!ATIDNwith ECOSEO Technolo LD WE LIVE IN: b'Y DESCRIPTION Hunter Insulation .. EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: JOB: The Fields at Mattituck- Lot 25 barrier for energy-efficient construction. Ecobatt insulation . products can be used in new and retrofit wood and metal frame DATE: January 9, 2023 . 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 WE LIVE 1N. Free batt insulation is flangeless kraft-faced batts that friction fit Knauf Insulation products With ECOSE"Technology are between 16" on center Wood studs, eliminating the need to staple. made using our patented., bio-lbased binder-a smarter APPLICATIONS alternative to the,phenol/formaldehyde . ,- traditional ly,used,in fiberglass • Cavity walls, exterior and partition walls, floors, ceilings, products. �binder holdsour product ,•. -product attics, basements and crawlspaces unique appearance and makes it formalldehyde-free. SPECIFICATION COMPLIANCE All of ourproducts, made from sustainable;resources, • ASTM C665 (facing); such as recycled , to • Type I, Class A, (Unfaced) be , bottles , • Type 11, Class C, Category 1 ,(Kraft) dfills. Our productse . Type III, Class A, Category 1 (FSK-25 foil) recycled _ • of 26 million bottles • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-M with EC098 • State of Minnesota LM INDOOR AIR QUALITY • UL Environment j • GREENGUARD Certified • GREENGUARD Gold Certified r Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 4200 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. DATA Property(Unit)� ry,< ` i- ' 3 Nest' `nPerforman cew ."r'&,dllu .8 ^z ...n .. sx .+, '°'•y ..Y i.�TW., ''+h� , .$`rt+'F4+',!E'i. r«^ `i ., _'+X�. w7.:. 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 Unfaced and flamed-rated FSK facings: 25/50. (flame sp(ead/smoke developed) ASTM E84 Kraft facing will burn and should not be left exposed. REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York compliance Certificate Project Title: New Home 1000-106-8-79 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-05-22 Data Filename 2021_031 4200 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 4200 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4200 Stanley Road 3080 Route 112, Suite C Jerry D'Amaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 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($/yr) 5742 Maximum UA 473 Your Home Energy Cost($/yr) 5309 Your Home UA 462 Better Than Code (Pert) 7.5% Better Than Code (UA) 2.1% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 422 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 X19. 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 v%.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 375 13.0 5.0 22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond ->ambient 164 13.0 5.0 0 Joist 2: Cond ->garage 25 13.0 0.0 0 Joist 3: Cond ->ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, S:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 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 the 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 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 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 a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. ,;Z- k7V UM626-0 to U ��2Z-202 Name Title Signatur Date REWRate- 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 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Date: 5/22/2021 Building Information Conditioned Area(sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 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 processwill 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 IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(445 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 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 (237 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 Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Date: 5/22/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 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 [ ] 4. Wall: R15,FG1,4-16 (110 s.f:), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name:to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] I. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: East Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: East Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: North Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-4 Orientation: West Comments/Location REM/Rate- Residential EnergyAnalysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,.Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 . Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Date: 5/22/2021 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-5 Orientation:West Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., West), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: West Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: East Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: East Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., East), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: East 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. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Date: 5/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: East Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: North Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: West Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: West Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f.,West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: West Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: North 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 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.big Date: 5/22/2021 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation:West Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W-16 Orientation: West Comments/Location Doors [ ] 1. Door: PCH Front Door(32 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: Attic Access (12 s.f.), R-Value 5.0 Comments/Location 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 REM/Rate- 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 5 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Date: 5/22/2021 Slab Floors [ ] 1. Slab: R-0 Paramount (1723 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II 111 Face/ inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount(1309 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 [ ] I. Joist: FF to outside (164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: I II III Face / inset Comments/Location [ ] 2. Joist: FF to garage (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: I II III Face / Inset Comments/Location [ ] 3. Joist: 2F to outside(65 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 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 Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Date: 5/22/2021 Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70.EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number 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: 2442) [ ] 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. 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 @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate- 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 7 of 8 Energy Code Inspection Checklist Y Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Date: 5/22/2021 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. O 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-79 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-05-22 Data Filename 2021_031 4200 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 4200 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4200 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 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($/yr) 5742 Maximum UA 473 Your Home Energy Cost($/yr) 5309 Your Home UA 462 Better Than Code (Pert) 7.5% Better Than Code (UA) 2.1% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 422 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4-16 237 . 15.0 0.0 19 REM/Rate-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. 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 375 13.0 5.6. 22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond - ambient 164 13.0 5.0 0 Joist 2: Cond ->garage 25 13.0 0.0 0 Joist 3: Cond ->ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18. 0.280 5 Door 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 the 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 20151ECC 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 v16.0:4 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. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title qSignatur Date REWRate- 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 3 of 3 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 . 2021-05-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg °Property/Bu'1 d Information Building Name New Home 1000-106-8-79 Owners Name Oasis at Mattituck, Corp. Property Address 4200 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Oasis_2-R-S Community/Development The Fields at Mattituck-Lot 25 Identifier/Other 420-25 O�ganizatonlnformation Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineenng.com 'Rating/RESNET information Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro RaterslD 2614397 Rater's Email jdamaro@optonline.net Last Field Insp 2021-05-22 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021331 Rating Permit Date 06/01/2021 REM/Rate-Residential Energy-Analysis and Rating Software v16.0.4 This information does not constitute any-warranty of energy costs or. savings. O 1985-2020 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg ;General Building.Information Area of Conditioned. Space(sq ft) 4604 Volume of Conditioned. Space 48830 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation all Information = Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo" (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grT 163.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd-. 25.00 9.00 7.00 2.00 0.058 0.086 " Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Library List Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- 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 2 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Foundation.Wall'Library List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall ;SlabFloor:Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1723 7.00 169 169 0 -Slab--F ioorLibrary Lisf Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD LFrame' , oor Information :" Name Library Entry p�Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond£t garage 18 0.035 Frame_Floor"Library List " Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size(w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 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 3 of 14 Building Summary - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Frame Floor Library.List. Floor Covering HARDWOOD Note JTD Rijn,and Ban J t Information -..� Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins . Cavity Ins Thk(in) Spacing Grade FF to outside' Cond > 163.70 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond -> garage 25.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond -> 64.70 5.0 13.0 2.0 16.0 1 0.056 ambient Above=Grade Wall' Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond ->ambient Medium 2773.00 0.056 to garage R15,FG1,4-16 Cond -> garage Medium 237.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic->ambient Medium 375.00 0.058 to attic R15,FG1,4-16 Cond > attic Medium 110.00 0.079 Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+Rigid Foam Above-Grade Wall: R15,FG1,4-16 Information From Quick Fitt Screen 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 NORESCOV Boulder, Colorado. Page 4 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 . 2021-05-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg ore-Grade Watt Library`List, Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing(in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness (in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam �i Tlnforination W ndow Overhang~y Interior I Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 East 0.320 0.350 45.00 6.0 1.0 6.0 0.85 0.70 None None W-2 AGWall1 East 0.320 0.350 45.00 1.0 1.5 6.5 0.85 0.70 None None W-3 AGWall1 North 0.320 0.350 6.00 1.0 1.5 4.5 0.85 0.70 None None W-4 AGWall1 West 0.320 0.350 32.70 1.0 1.5 6.5 0.85 0.70 None None W-5 AGWall1 West 0.300 0.300 41.00 1.0 2.0 8.5 0.85 0.70 None . None D-6 AGWaU 1 West 0.300 0.320 41.00 1.0 2.0 8.5 0.85 0.70 . None None W-7 AGWall1 West 0.320 0.350 9.00 1.0 1.5 4.5 0.85 0.70 None None REWRate- 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 5 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:202.1_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Window Information .• Overhang �Interior Ydjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-8 AGWall1 East 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 East 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 East 0.260 0.300 23.30 1.0 2.0 6.0 0.85 0.70 None None W-11 AGWaII1 East 0.320 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None None W-12 AGWall1 North 0.320 0.350 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWaU 1 West 0.260 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 West 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 West 0.260 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWall1 North 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 West 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 West 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most Dooranformation Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWaII 1 32.0 0.189 4.3 No to garage PCH Garage AGWaII 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No Attic Access Attic Access AGWaII 4 11.5 0.168 5.0 No Of ihforn ation + - �` . v Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1281.00 1540.00 Medium No Sealed 0.035 No No Attic 1st sty R-39 SPF SA 422.00 445.00 Medium No Sealed 0.035 No No Attic Roof-Library List Ceiling: R-39 SPF SA Information From Quick Fill Screen 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 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Roof Library List ... - Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness(in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.big Mechanical Equipment. Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 I Heai 'Prop,Forn;64k,96%JD .. __r -- SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW Prop,:ST,;50gaf;70% _ VWater Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200, AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 ,.Cool: J4,15ASEER,34.8K 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 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg M nical Equipment A-- System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 D_H Efficie -m _ _ All bath faucets l-t showers<=2gpm false All DHW pipes fully insulated >=R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.51 peRatio 0.65 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 23.51 Mains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate- 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 9 of 14 BuildingSummary rY Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Duct:Systeirs., " - --- Name main Conditioned Floor Area(sq ft) 4604.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 932.3 Return Duct Surface Area(sq ft) 345.3 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply It Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable 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 10 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg infiltration and.Mechan_kal Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH C 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate- 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 i 1 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Lights-and Appliances - Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate-Residential Energy Analysis and Rating Software.v1 6.0.4 This information does not constitute any warranty of energy costs or.savings. 01985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021_031 4200 Stanley Rd.P.CC.blg Mandatory Requirements . � IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 false Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1723.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REWRate-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 13 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4200 Stanley Road 631-878-7808 2021-05-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_031 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-79 Oasis at Mattituck, Corp. 2021-9314200 Stanley Rd.P.CC.blg DOtlero;Energy Ready.'Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Acfiv 8'!ae System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 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 14 of 14 S y t ,a ! all ( S, 2S t 9r k ` y i 4 � 1 k 9 AS"y �P x r } On tq - v — � ��• 'Np' Ta - edBs f / k ' - i � r f HR7 Y@R6t iAA •` Arm s..a. m r s ft f X24 bs; 017, Bunch, Connie From: Lanza, Heather Sent: Monday, February 13, 2023 10:04 AM To: Chris Dwyer, Bunch, Connie Subject: RE: Lot 25 - Fields at Mattituck Hi Chris, They were just double-checking. The Fields is all set with Planning and c.o.'s can be issued on the houses being; built there. Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday, February 13, 2023 6:40 AM To: Bunch, Connie<Connie.Bunch @town.southo Id.,ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Lot 25- Fields at Mattituck Good morning Connie, Our office was notified that the CO (Building Permit#46517) on Lot 25 at the "Fields at Mattituck" subdivision could not be issued due to a letter from Planning needed. When this became an issue earlier, our office coordinated a site walkthrough with Southold Town Planner Heather Lanza. At this meeting we went over setbacks, maintained vegetated buffers, etc.... It is our understanding that the manner in which these lots have been developed was considered satisfactory to the Department. I have copied Heather on this email so that she can concur. If not,we would hope that a site visit could be performed as soon as possible to confirm that Lot#25 (like all of the lots)was built in strict accordance with the approved final plat. Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X2451 f(631) 286-6314 www.lkma.com I cdwyer@lkma.com LKAU ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i 1 • e • e � m A tt:vl • s TO WIZ-11 WIT Tw ® ' �.��$�:` �s: '`��'�' 1K�"��1t�1._-.. �►a► --„rte A A F + i . 11 L�J�pl 711 1 RIM"Im 7�i G� • B b � • g 9. v ir lWas W 09 s v .i. • • • qb51 `7 LICAIA 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 �7 Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDE ( �'J Fa JAMES L.DeKONING,P.E.,VICE PRESIDENT D , lin CHRISTOPHER F.DWYER STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER OCT 21 2021 MATTHEKEITH JDMA SERIA PAE. VINCENT A.CORRADO,P.E. BU1LU14G E LPT TAMARA L.STILLMAN,P.L.S. TOWN OF SOUTIAOLD October 25,'2021 Town of Southold Building Department bj"�Ca-- 54375 Main Street (NY-25) Aumi VV P.O. Box 1179 GIA S Southold,New York 11971 k"-T Attn: Mr. Michael J. Verity, Chief Building Inspector Au"",0/1 Re: "The Fields @ Mattituck" —Lot 925 (1000-106-8-79) -4200 Stanley Road Modifications to "Oasis" Model by Oasis at Mattituck Corp. Q 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 "Oasis" 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 f Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS. Since 1950 2 S' n � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://,.vww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMITf�I�J LD, For Office Use Only V _ J PERMIT N0. Building Inspector: JUN 2 2 2021 % iplications arid`farms.must be filled out In their entirety.Incomplete �I..TTI,DT1�' ->O1 PT. applications will not be.accepter!.`Wherethe Applicant..is:notthe ownerian*'. trims#r'sAuthorixatlon faia i#;{ e.Z)shall be completed. ...: Date:February 18, 2021 .dWNER{S}OF PROPE'k* Name:Zenith,PropertyµGroup LLC „ scTM#1000-106.00-08.00-079 __ Project Address:4200 Stanley Rd., Mattituck NY 11952 _ Phone#:917-626-2996 _.. .. .. ._... .... ..... Email:monumentalproperty@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACT.PERSON: Name:Christopher F ,Dwyer Mailing Address:437 South Country Road,,,.Brookhaven NY 11719 Phone#:631-286-8668W w _ Email:cdWypr.@,LKMa.com DESIGN PROFESSIONAL INFORMATION: Name:Robert A. Steele, P.E.,.,Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country,Road,Brookhaven, NY„11719 Phone#:6317286-8668 _ Email:rsteeie 1kma.com e "CONTRACTOR,INFORMATION. Name:Oasis at Mattituck Corp.__ r........._._. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631767-4807 „ yy _ Emai�: star moderns ehomebuildin com p........ @ . 9 . ... 9 DESCRIPTION OF PROPOSED CONSTRUCTION @New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? @Yes El No Will excess fill be removed from premises? @Yes []No ` 1 I � ::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 ❑No IF YES, PROVIDE A COPY. , Check brit After Reeding: The ownerlcantractnrldesigh professional is resj onstbte for all drainage and storm avatar issues as prayidied by ">;, Chapter 236 of the Town 00de.,AiNYW!0N IS HEREBY All Plkto the,Nullding Department for the issuanee of's Suilding Permit pursuant' Ptiu�`building 2orie ordhnance of the'1'own of 9au Id;Stiffolk,,County,Naw YYerk and other.appiieabie taws;.ordlnances at Regulations,far the cor0.wtruction of„ktuiidings, addltlons;alterations or for removal or demolition as herein described:The'apptkant agrees tri comply uiith alt Applicable tars;ordinances,buiie�itig�cvda: hausing code arut iegufations and to admit authorized inspectors.on premises and In buildingjsi#or necessary,inspections.False statements rriade lieria9ty are , punishable as a CiasiA misdemeanor pursuant to section 2.0.AS of the Near York State Penal 6W. Application Submitted By(print name):Christopher F. Dwyer MAuthorized Agent ❑Owner Signature of Applicant: G� Date: February 18, 2021 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 -- lO�"dayof February 2021 Notary Public CHRISTINE WIEGAND NOTARY PUBLIC,State of New York PROPERTY OWNER AUTHORIZATION No.01W16210359,SuffolkCoun (Where the applicant is not the owner) Commission Expires August 172/ 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 to a ow o So Id Building Department for approval as described herein. d 02 Oer's Sig tura Date John Popovitch,Zenith Property Group LLC Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD t o ` Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov - seandna.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF MATION (All Information Req ired) Dom: Company Name: j ,�e P4�C 'on" C' Name: License No.: e email: i ,C Phone No: @14. ,aogf) request an emaif copy of Certificate of domplia9ce Address.: 6wi,;l1a 184 JOB SITE INFORMATION (All Information Required) Name: N&I,S C." a -A f Y, Address: S��4A PA LPA Cross Street: Phone No.: m oil BIdg.Permit#: email: Tax Map District: 1000section: Block: L BRIE DESCRIPTION OF WORK (Please Print Clearly) i,3; T Check All That Apply: Is job ready for inspection?: B' ES ❑NOough In ❑Final Do you need a Temp Certificate?: �S [:]NO Issued On Temp Informatio : (All information required) Service Size g2f Ph ❑3 Ph Size: 00 A #Meters Old Meter# [21New Service . ❑ Service Reconnect E KUndergroundE]Overhead # Underground Laterals 21 ❑2 ❑H Frame ❑Pole Work done on Service.? Ad itional Information: i :'ffm-e /�s R 11 PAYMENT DUE WITH APPLICATION 4 GJ Vu� o Electrical Inspection Form 2020.xlsx r10 �o�g�fFO(�cO BUILDING DEPARTMENT-Electrical Inspector G o y< TOWN OF SOUTHOLD o +z Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4,, �y0�� Telephone(631) 765-1802 Temporary Certificate # I Date 2022 Customer Name S.� R Electrician Name 01 Address Phone e-mail e-mail ��e tt&, ro Phone License# X9,66 MAC Size_2Z A Phase Overhead Underground_ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from lue.1,late above. Authorized by SUFFat .• BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 `n Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' rogerr aasoutholdtownny.gov ~ seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF MATION (All Information Req fired) . Date: "�p > ;'0 z 9 d Company Name: ICf--l ', ,� ��'- �, r r Name: Y License No.: yl"r e il: f " )L `--Q ,tl Phone No: `` request an erAif copy of Certificate of dompliance ` Address.: f �. f ,� JOE SITE INFORMATION (All Information Required) Name: Address: �* Cross Street: m Phone No.: BIdg.Permit#: „ # email:lot-, iy DA tY-V)kP. > g'`� ftttA Tax Map District: 1000Section: Block: L' BRIU DESCRIPTION OF WORK (Please Print Clearly) 689 \ f 3Q 4, Check All That Apply: Is job ready for inspection?: [�ES ❑NO Pf folu"gh In ❑Final Do you need a Temp Certificate?: FQY6 ONO Issued On-(fYY�, Temp Informatio : (All information required) Service Size Ph 03 Ph Size: ° � A # Meters Old Meter# New Service ❑ Service Reconnect ��UndergroundE]Overhead # Under round Laterals D1 ❑2 ❑H Frame —]pole Work done on Service? ❑N 9 .Aci itional Information: ne PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx mss; q(0 0 0 0 MODEM P _ EMER M 6' A Y SERVICE A. 21 Frowein Road Center Moriches NY 11934 631-874-20/98 info Onuccioelectric QM gom Job Name& 4? 6 3_�a-h le-? ll.�G�4 Y�!'c.��� �t/`''D ``..Lot# Address ►. -Qiy 2- A/C Units Zpp AMP if Arc Fault Breakers 30 Breakers Used Ceiling Fans Dish Washer ., Dryer GAS ELECTRIC NOV 17 2022 VL Dual Function Breakers 'f •--(r Exhaust Fans -�� Fan Speed Control Fire Place �ti.. Florescent Lights �—L— GFI Breakers 3 GFI's I Heat Sensors rj Hi Hats 't Lights PO. a Outdoor Lights XG g q Outlets 1 Panel um �--� Septic Line u SM/CO Combo Smoke Detectors -I Stove A ELECTRICSwitches go Total Breakers Washer SAS LECTRI , SITE PLAN DATA: Captain Kidd Lirt ZENITH PROPERTY GROUP LLC ' 4200 STANLEY RD., MATTITUCK NY 11952 1000-106.00-08,00-079.000 ' NIF... SITE AREA: 34,082 SF /0.782 ACRES SIGNAT(/RE FIVE LOAN TRUST - LIMITS OF GRADING: 34,500 SF (/0.792 ACRES ,, TZ7 BE DEVELOPED � W N 70°47'59"w_,E. �- Y .--- PUBLIC WATER NO WELLS LOCATED WITHIN 100 190,00. ,-- in _..., Maffitasr„k Hills PROP. SILT FENCE ., t , M'AtYPNi ON MTC � C` MLT IMIN” AS DETAILED (TYP.) �6, ti �3 �ir {�u .�,t y � y 0O�Qaa�5`I� ,. L CKPILE I � 4 ...r•w. �«u�' ✓�r �. ,r:� � ,.. SOI L--STOCKPILE Nom• �.. j ti�s'; A •' ��,.� � z �`� I`AREA 500 i o rj,,k. rs r k ,i.•M., f. 5+( t I �+ < ;�''v�'X't�".' , K s.rr �.tg. '+'""'`y.r.r �. , .ysi.d•.K � � / ^ I �,;etaJ ,, Mrd .s t Fw�, +t ►jC O b / / �� � --—��... � �} �'"� t a x ,�K"L.S•�s+��7��a�y, ���" .f."^y� ,atifi�'-'r•1„t' T:�.Y4 N g / .. �.1 fir'°r �I "' •{A" '�V ..�:� �+t„y�'. . $' ••�J':l # - � PROJECT _.�..-- �• , �` I LOCATION ; . D OF COMPA00 31,V MW MJM Olt PLY. STME 0,01.APPAMM RZA ML 70 Ir PLAN VIEW \ I ��4z / /� ROAD f \ `CJ (�`� Y•m` LOCATION MAP sT�o Fu.7Mr pr.)Aeon O MM MWE FOR oavr,�c ICY CROSS SECTION SCALE: 1"= 1,000' \ \ ,�•t��\�� o> I ,� ti���� TEMPORARY CONSTRUCTION ENTRANCE ry 8• THICK REINFORCED CONCRETE COVER tb CONCRETE SLAB BELOW GRADE " \\ E E SURFACE 1 Sv �r,j v 4j a � E `S PER SITE PLAN ri ILA \\ C9^ - E•X ROOF LEADER '� rrr �► ,1 \ �P�P mm TRANSITION d� POOL , iv CAST IRON CLEANOUT "T• cam' BRANCH WITH BRASS OR 44•\ CO \ , I N RECAST CONCRETE BRONZE THREADED PLUG PERSPECTIVE VIEW 4" CAST IRON PIPE • CHIMNEY S /'1 °D I(I 36 MINIMUM 2 x 2 o C3®®I=® ® 1% MIN. PITCH- GRADE FENCE POST \ ` "� p• o I I III ©®®®® ® WOVEN WIRE FENCE 0®®®® ® (—III (6 x 8 - 10 / 10 q \ \ P j ®®®®® 6" ADS DRAINAGE PIPE L7®CU®® TRE H DRAIN ONLY,' ADS DRAINAGE E FOR 7_ FILTER CLOTH " FE r w IrS � � (__„_ 5,-0" 8 ADS EMBED FILTER CLOTH g44H 13 C11 SLOPE m 1 X MIN. 60 INTO GROUND \ `' \ ` ,�-�/ � ��� ' _ ~. v®® _ ROOF LEADER DOWNF ILL DETAIL 11 l pw f \ JPS / \. a® Iw N.T.S. NOM 4 MAXIMUM DRAINAGE AREA 1 j � \ � --"" �� �1 I �� � � '°\° ©I� � 1/2 ACRE / 100 LINEAR FEET OSE \ -==I I I I I SECn ON DETAIL E ` \ r- --I / V,1 / LQ �r f \ h-� Iw ► ( // �` / 4�� I • CLEAN SAND do i L- �-j 1 �" _... _� y" I GROUND GRAVEL FILL. N. " ILT FENCE DETAILS \ cp � DWtj . . W \ ,,• + tF - 2'-0" Mi 8'-0" Diameter 2'-0" Mi CLEAN SAND b. \ \ PROPOSED TRENCH DRAIN GRAVEL FILL. \ \ W 6" ADS DRAINAGE PIPE I 2• HEAVY DUTY BAR GRATE, HOT " \ 5 TO DRYWELL TYPICAL SECTION 0 LEACHING POOL DW GIPPED GALVANIZED, 1.5" O.C. ON Y. E \ ROPOSED CONSTRUCTION * "� ` 3/4• DIA. o •_ ENTRANCE HOLE 4 ~ � ANGLE FRAME • �, ,✓ c `�' ( DEEP FOR a .-,.7• CONNECTING " PROPOSED SILT] FENCE TO' '-1" p, Ln .� �,,,,..-•�'' � .-- % ; AT ENTRANCE 1 �YP� A A t N+: ' r g/ O O ARI / Al END VIE0--- W SAND BAG rim SITE PLAN 0 HE " r�- �._,3" E 11 ,. CONCRETE DESIGN STRENGTH SCALE: 1"= 20' PER ASTM C31, 4,000 PSI AT 28 DAYS U 0 20 40 9" 4�,�-•- 2. REBAR ASTM A-615 GRADE 60 I 3. WELDED MORE FABRIC ASTM A-185 ' 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING Feet - p O O O O O O 1:1 OR FLATTER '••'" 4 SIDE SLOPE 9 •,•. �� .•!• •:' •S. • ••�' ••4••!..may•.+.�• ;.r CONCRETE WASHOUT DETAIL 4' s°''D �" DMR END WALL FOR INSIDE SECTION DEPTH EXISTING N.T.S. GRADE SECTION A—A >_ TYPICAL TRENCH DRAIN v LEGEND: 0.0' 48' DARK BROWN LOAM STORMWATER DRAINAGE NOTES: 0.5' + 47.5' DETAIL PROPOSED BUILDING CALCULATIONS: 1. 11111 THE AFOLLOWINNG TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED BROWN AND PALE GRAY SILT N.T.S. 4' 44' U) PROPOSED ASPHALT DRIVEWAY REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALT. COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE ---- PROPERTY LINE IMPERVIOUS (ASPHALT) - 2,100 SF COURSE OF THE CONSTRUCTION. BROWN CLAYEY SAND C-(1,050 x 1)- 1,050 DATE BY DESCRIPTION APPROV. BY L-- —•(�}— PROPOSED CONTOUR 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SWAT BE 1.050 X 2•/12' NF )- 350 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT REVISIONS —11.0—EXISTING CONTOUR PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS Q) IMPERVIOUS (ROOF) - 2,200 SF WITHIN THS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE $ 40 200 X 1 - 2,200 CONTRACTOR DIME. MAINTAIN ALL Y BASIS CONTROLS AND REMOVE TOWN O F S O U T H O L D �1 PROPOSED SEPTIC TANK C-(2' ) COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE �`� 2,200 X 2•f 12" (RAINFALL- 366.67 CF OFF—SITE LOCATION DIRECTED BY THE DISPOSED ENGINEER. Of PROPERLY TO AN Tri PROPOSED SANITARY LEACHING POOL PROP QSED DRAINAIE CALCULATIONS! SUFFOLK COUNTY NY 4. NO CONSTRUCTION MTD/Oft GROUND DISTURBANCE MAY OCCUR UNTIL ALL ✓ SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED PALE TO BROWN FINE TO E � � PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL ASPHALT DRIVEWAY (DWI) BY THE ENGINEER. MEDIUM SAND WITH GRAVEL IN s ��r 350 CF REQUIRED LAYERS o, --s PROPOSED SANITARY PIPE 6'0 DRYWELL- 350 CF/42.25 CF/VF- 6.26 vF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION THE FIELDS AT M ATT I T U C K PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. PROPOSED ADS DRAINAGE PIPE �E (Dw2 & �3) LOT 2 5 STO R M WAT E R 333.33 CF REQUIRED two, PROPOSED 8*0 DRAINAGE STRUCTURE (SOLID COVER) 6'0 DRYWELL- 385.67 CF/42.25 CF4ff- 6.67 VF 17 31' � -,_� PROVIDE: (2)80 LEACHING STRUCTURES 05' DEPTH r, v —w PROPOSED WATER SERVICE r�ur o °`4 MANAGEMENT SITE PLAN PROPOSED U.G. ELECTRIC SERVICE /��� t>7 STF o —o-- PROPOSED SILT FENCE TEST HOLE BY MCDONALD GEOSCIENCE L K. McLEAt'�J ASSOCIATES, P.C. DECEMBER 23, 2020 0 N a TEST HOLE LOCATION (NO WATER ENCOUNTERED) 4' w " CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 --w—— EX. UNDERGROUND WATER ' 1He EDUCAITON LAW OF THE fTATE OF WW YMK P/OHBrtS t' Sheet No. 6, HIGHEST EXPECTED GROUNDWATER 0 EL. 0,50 ANY PID" FROM Al OV ANr "ON nt DRAWINOlL 11i �.•: ' � Designed By: MF/CFD Scale: AS NOTED 0 � --T -- EX. UNDERGROUND TELEPHONE ,���y� ieY�O �, v � U Dt7T THE DIRECTION of A LLC✓:ltSED PROPTStEOhUrL L Gam,WHERE SUM ALTEWtAro"ARE THE ° 0�� �• N TEST HOLE N�MUST SM. � % Q ��,,�,! ' Drawn By: MF Date: FEBRUARY 2021 SW Approved By: RAS File No. 20099+000 DT BE THE FULL EXTF]fT OF THE THE N.T.S. LTNWW MID/ON IN THE 9PECIFICA"OM ED. LW \.�0 S s RECTION,7xOo-z). \��_...�._.�- SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL.. 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK MAP OF SUNSET KNOLLS, SECTION TWQ I TOWN OF SOUTHOLD MAP NQ. 5448, FILED 4/9/70 AREA SUMMARY SUFFOLK COUNTY,NEW YORK LOT LOT AREA ND. SQ.FT. SUNSET DRIVE 1 56,640 ��Lo rao (50' WIDE) 2 61,994 m 3 100,312 I 9 t5 N DANIEL V AND MARIA T 5 38,395 + (s 1 I uW It) U1 L-' S.C.VA. WELL SITE 4 BRISDTTf I W� N/F ANDREW AND MICHELLE AND 6 41,673 H wzyuER RD N/F NIT I I CONSTANTINDS STEVEN MACROS N/F__ U]I, 7 36,951 �?• aPi� � *9y O I FEGGY I N� ILATNERINE AND NI I LOIILOU NIFAND M4RKfLLAI MAORIPLES I I WATER AUThERITY - THAWS PANIC KOVS TANTINIDES LAMAS Fq �Ny PER7SINIDES ti CONTOVEROS 8 32,744 �i wMi `y a t „� 50374'10' S2 •T / X38. "rpoWt222pB9 56,954a. N Luc 674-00' 100.03• �� _ N: 10 47,933 No-� ”` - - - - - - - �L — -7 — / 11 37,104 cM — 2] / FF:R / W 25'VIDE RELOCATES R AND/OR NF' RELOCATED R.OV' 13 51,437 C4 14 50,850 W I O taro-/abs-aBro-o7sroo t�� t4 ` st.rO I _ � P Na I C1P 1000-IOBDP-0BW-0670W I(„ EASEMENT FDR - 15 37,240 08 Pa 0z'! .IE e N/F I WI�I] =T.AD / �v SC rA AO T � � A12097'OO"✓/210.00' STORM WATER PETfR AND ELAINE 1�~1 IOOI-IIID-OR01-07Sg00 .1 IOW-Igs.oO-Oecn-q:&PPO — RETENTION -% N //•,J -.520'3 24 -AREA A 7 (U r PSYLLDS I tp vy f 17 30,931 SUBJECT 3���„Il W 20 32,685 PROPERTY d Mir /aro-,asWT-mao�P]aaaP Ise- WIN An , , 12 a�l'l I 2 PI 41,195 tr• �4 anc RDW uc n 1 i 'T Lk q.'3t ' surx rK H 1 I I 1.. = 22 31,876 Sr s�<N _ _ // �% qe�T• "�7�; a \/�, U 23 33,931 24 32,803 TOWN OF SOUTHOLD $+ NICKOLAS AND DINP J �� N/F / / 16 1 ``Ky PS 34,082 ” LV(.11 NF LLC S.C.r.M.M3 tiv et KAM£LLOS I I O SCTX NQ •1 INP-IpS.W-PB.OP-OBP.W SG.TA In ' t 4 u7x Na loop-,a6.ap-aBPpo]ecalP ,aao-lasmmm-P7xaW M6y.y 26 3P,010 e / M O Iiu serMwo-aRm�eBa.Is � !1 1 W 27 1,367,048 � ,n+ � hW ROAD 145,800 taoq`E � 1 ro w ,aao-,ns.au-PBW-a6'sa6 `� ePr ,Ev m 2,481,801 ' RELOCATED 4gti �I R1LV,IDE N8F 17 22 24 I ; TOTAL N/F i Nryr� W R JOSEPH N ANP SC.TX AO SCTA M] a '^ 56.974 ACRE SBII�D A t -'� scrx In IAtl-,asW-oaW-o]saaP 23 urM Mz W �� JGO RIROIADNE W 4 ERIN R MACAki ,Pro-106.W-0Bp0-0]1.00e , v -MW.W-P9Ltl-0]RPPV yY( ��uu ,OW-195.PP Q{Od-O)2.1tl0 I'.g2W Scr.M hG B tO 1 a f,..f r € 1 1000-,POW-C6W-P]].NP laro-fam'mm0640ro --1 t 50'WIDE WATER MAA' � - • /S,�l `\�� - -_ __ hx\ 63 EASEMENT TD THf_. -� LEGEND SUFFOLK COLWTY WATER AUTHORITY a te� t�> (`?�S'I ,AREA=:45.BDO SO.FT/ O h'/. DRAINAGE TREE � 9 / c LARD' f.KCl[ ® DRAINAGE MANHOLE ; LOCATION MAP SLTX 116 © ELECTRIC MANHX- (NOSCAL F.) O O like BA-1 Mro-M61'l2w N/F 2p I 8 TELEPHHONE MANHOLE 1 Z 1 O `L O Z CATCH BASIN CVE S7RRL'SMAN V/NTTLTr I O SLTA M1 =TA MI 7 1 _ 1000-/06W-A9�-OSAe6 /m0-fMW-0B.Pe-USPWO ROUND DRAIN'INLE' j 1 SC TM AQ 4 1 SLTX/n SLTX A4 WATER VALVE NOBS (FORMERLY ARTHUR BURNS] 1000-IOB.W-OBW-PS>OW laro'Ia6.ro--a6p-KPMII IOttl-la6,A-0•a8-OW/A0P0 WA TER �} / ® CABLE TIVTER B X L MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. .u'.rAr.Aa _ PAINT OF •_:` L Z /, faa0-/OK.00-aB0o-a5em0 / BEGINNING ® LOT N1IMBCRS I 2. BEAR/NGS AND DISTANCES AS SHOWNON THE FIELDS AT MATTITUCK',FILED MARCH 31 2008 AT BLIFER_ -- �- -- UNDERGROUND AREA THE SUFFOLXCWMYCLERI(S OFFICE AS MAP NO 113][1 OVDERORAREA iELCPNDAE 29.52' - - - x- - -- LK2n ® - .7 ELEVA TIONS REFERENCE NA VD,BBB N2375,W,v N15'37'v , NE078'00"V 4!C85' NV` N212Y20"V 13' WELL J 'q7•'V I _.____-_ LINA UTHORRPDAL TERATION OR VIOLATION OF SECTION 7200, SUR200,S YMAP BENZ OF LICENSED LAND DDJGLAS R Ah'D FRAACES N COOPER - -- -- - 1. SUR 77ON SEAL/SAVIOUTION OF SECTION 7208,S(/BOV/SIONT.OF THE NEW YORI(STATE EDUCATION UW. 5. OPLL Y COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EI®OSSED'OR'INKED'SEAL SMALL BE CONSIDERED TO BE VALID TRUE COPIES PROPERTY 15 SU&ECT T0: 6, CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • DECLARAT1d+OF COVENANS AND RESMC70NS IN USER 11835 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PAGE 254(NOT LrSTEC)AND[BER 12389 PAGE Bte(NOT NEWYORKSTATEASSOCIATIONOFPROFESSIGNALLANDSURVEYORS.SAID CERTIFICATIONS LISTED) SHALL RIM ONLY TO THE PERSON FOR WHOM THE S(A�VEY IS PREPARED AND ON HIS BEHALF TO L • DISTED) 'ION AND COVENANT FOR RCAC DEDICATION'AND THETfTLELOMPANY,GOVERNMENrA AGENCYANDLENDINGINSTDUTIONLIS7EDAVWONAND HOMEOWNERS ASSOOATION IN LIBER 12429 PAGE 522(NOT TO THE ASSIGNEES OF THE LENONG tNSTfTUCA iION CERTIFITIONS ARE NOT TRANSFERABLE TO LISTED). ADORK)NAL INSTITUTIONS OR SUBSEQUENT OWNERS • ELECTRO AND TELEPHONE EASEMENT IN LIBER 12520 PACE 531 (AFFECTS STREETS). 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILTrYMARKO,T LOCATED ON • ELECTR'C EASENENT IN JKR 10702 PACE 482(NOT APPLICABLE) THE GROUND ANDOR RECORD PLANS BEFORE ANY EXCAVATION IS TO BEGIN ALL • WATER EASEMENT IN LIBER 12495 PAGE 137(KOTTED) UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,Si2E AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. 8, RIGH7S-OFA AY NOT SHOWN ARE NOT CERTIFIED, E 9, THE SURVEY CLOSES MATHEMATICALLY '0. ZONING USE DISTRICT AD(LOIS 1-26)AND LOT 274ROTECTEG DATE BY DESCRIPTION APPROV. HY REVISIONS pglr.. 'j IT - Town of Southold LIMA Suffolk County New York x TITLE SURVEY d SUFFOLK CO/NTYREAL PROPERTY TAX IMP NO CERTIFIED TO: I I'I' 11 i.II r il u.' "r Property at Mattituck ! TO9MN DF SOUTMOD- ZEN"PROPERTY GROUP: _ f f 6 I 1 SCHEYERCOURTUC, "THE FIELDS AT MATTITUCK 'I SECTION 113.00 JOHANNA RICHARD 2012 TRUST: p�G of NL-jI,Y _- - BLOCK 0200 BROOKLYN TIMBER LLC y'� pi.L.STP O•P $ LOT 001002 GRAPHIC SCALE // �� 4� L. K. McLEAN ASSOCIATES, P.C. 'i AND •oP I IaDy perOly 0a11N0 map Nom I( �r CONSULTING ENGINEERS & LAND SURVEYORS lw o ao lac 300 mwas Ram m Ochi&.axveY . SUFFOLK CWNTY NEAT.PROPERTY TAI MAP NO. conrpbMC Oy msm 10NW2020. I 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK To-0--glm F 10-od-LD' r ' Snrrt No. DI$TRICr 10."-_- �j� l \ R: D4rignra er G.L.B./D.M. Sear: 1"= 100' SECTION 10800 (TN FT" �-i�'MI.4P�lq L. \�,F�� - - 1 BLOCK 0800 JJ 050528,.A O q. LOTS 055.W0457.ODO INCL ma 059000-0850001NCL. 1 i��- L� n N PL S No S5052BAN P.LS. lT�` ` MM 067000.071.DOD INCL.an a 0. arra 075 000 e.MD,� APPrI.By, Y T.L LS.M, FU DatNo. 1200 .00 2 Approvr6 B� 20099.000 Y PER SURVE OF'PRO TY \,X46.8 014,THE .. .. SUBDIVISION MAP OF THE , FIELDS AT MATTITUCK ' 9 LOT 25 oz ED N 113 3. H 31, 2006 AS MAP O. 70 MARC SITUATE AT. . . II., 1 MATTITUCK z6 ; TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 34,082± SQ.FT. OR 0.782± ACRE NOTES 115/ I. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT 1 cv THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. ' 3. ELEVATIONS REFERENCE N4 VD 1988. X44.5 w 1 UNAUTHORIZED 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 NEW YORK STATE EDUCATION LAW. 1 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. 6. CERTIFICATIONS'INDICA TED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE T\0 1 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 ~ X 45.2 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL 23 J UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCA TION,SIZE AND TYPE BY THE ,O -VACANT-T 'O 2 RESPECTIVE UTILITY COMPANIES Lo . �` OB. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. Q ti 9. THE SURVEY CLOSES MATHEMATICALLY. J z e LEGEND .............. ' � n •k– y � .Q ELECTRIC MANHOLE —TV—.............. UNDERGROUND CABLE TV 46:6 ............ •• LOT NUMBERS `\ - F •• BUFFER'AREA - �tOf NEW y 4 —T—•............. UNDERGROUND TELEPHDNE �� L. S TTt` ••••• .......CATCH BASIN _ ti \ .1 Q ��' � * —E— •••• UNDERGROUND ELECTRIC A. \ e * Imo! y —V—•••...........UNDERGROUND VA TER 'Y \ ��® , J ■ .••........CONCRETE MONUMENT i y 050528 LAND DATE =� BY DESCRIPTION JAPPROV. BY REVISIONS \` CERTIFIED TO: To n of Southold 1.BROOKLYN TIMBER LLC Suffolk County, New York jam\ f 2.FIRST INTERNATIONAL TITLEAGENCY Stanley Road Mattituck, New _York SUFFOLK COUNTYREAL PROPERTY TAX MAP `\ I hereby certify that this map was made from an actual survey Survey of Property DISTRICT 1000 X46.3 completed by me on 05/13/2009 and updated 11/25/2020. L. K. McLEAN ASSOCIATES,- P.C. SECTION 106.00 CONSULTING.ENGINEERS & LAND SURVEYORS BLOCK 08.00437 SO. COUNTRY ROAD. BROOKHAVEN. E w LOT 079.000 O l NEW YORK TAM�A[RA L. STILLMAN,P.L.S. w—xa By KG/JL s..j. 30' 1'= Shit No. /� NYSPLS No. 50528 nro.�By. GLB Data: 12/09/2020 Il P�\20099000 Fields @ Matt/tuckEngr 8 Survey\Survey Dept\Drawings\20099.000 lot 25.dwg 6/29/2011 4+17 PM Tonoro St/llnan i .- - .. Approved By, TLS R,No20099.000' Il SUFFOLK COUNTY DEPARTMENT OF HEALTH:SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A N/F BUILDINGS• SlONATURE F/VELOAN,-Rusr I� ;'I 2 STORY RESIDENCE SINGLE FAMILY RESIDENCE ONLY N_70`47'59' E TO BE DEVELOPED pROpOSED PUBLIC WATER 4 BEDROOM 190,00' jZONING —' �F (�• 49 II R I� R-40 (RESIDENTIAL) 20 Ir II SITE DATA, c 9tio ' fi i� SCTMB: 10OD-106-08-079 13� / I SITE AREA: °.782 ACRES 6/21/2021 R-21-0053 . ji DATE F. o. 45 f' GENERAL NOTES: APPROVED $ fit,' 1 I A 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY e i sTRUCTUROF Es. .FOR MAXIMUM F= 4 BEDROOMS a ('^yl h j. 3. N 20 THRE ISS A WATERE NO K OMAINWN SAVAILABLE ON STANRM DRAINS LEY LEY ROAD.PROPOSED CESSPOOLS. To /� 47 j�G( I 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS, EXPIRES THREE YEARS FROM DATE OF APPROVAL SURVEY NOTES: 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE. Permit Updated:6/21/2021 1 \ >E x 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP LIDAR:POST SANDY FROM THE p NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION Expiration date:2/0/2021 5. PROPERTY SURVEY PERFORMED BY LK.MCLEAN ASSOCIATES.P.C.ON 5-13-2009&UPDATED P�=Q ON 11-25-20 J O =eek SUFFO RVICES O PROPOSED n5 n� WATER V EXCAVATION INSPECTION REQUIRED (vo SERVICE // ^ �, . �.�4`2F`��� FOR SANITARY SYSTEM - INLEGEND: - - PROPOSED BUILDING BY HEALTH DEPARTMENT Z; rT EX MASTER TER �' / PROPOSED ASPHALT DRIVEWAY - �'\ G OQ�Qe,^ PROPERTY LINECa ✓ O G'- G 4 / / l PROPOSED CONTOUR S 5 `✓ - �' m C7 i.c EXISTING CONTOUR .. v fL`1 1�O C C{:G _- ; L L, c x /O• 9 /1 / / ) PROPOSED SEPTIC TANK v 'u (vN PROPOSED SANITARY LEACHING POOL -j r _ ��• CJ £� v�� m ,/OP �f �R) PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL - _ Malfit&Hills ., ��� �� �• C ��+�- .(V/ .c C�lO, ` PROPOSED SANITARY PIPE 45m FE 9\ ,�S• / / O PROPOSED e'ADS ROOF DRAINAGE PIPE -� 70.4f/N\� \_� _26S /. Q�h I�/ — �_) PROPOSED 8'0 DRAINAGE STRUCTURE(SOLID COVER) D. /'• F uGsc� ;p9� - � Q0 / • PROPOSED WATER SERVICE - vol"'G'r m1•O •O � PROPOSED U.G.ELECTRIC SERVICE' - �cl t, �%c'' �• l � TEST HOLE LOCATION 15-"' • 5(P F�.m G ''" Ly L \ TRENCH /�/S QQ\ / rm —•— EX.UNDERGROUND WATER `' '✓''� - �. PROP.U.G. DRAIN L </ — --- E.UNDERGROUND TELEPHONE ( r„ 3 ES_.0 47 / 4" S r PROJECT LOCATION - . DEPTH EXISTING — \ +� ✓ti. GRADE 0.0' 48' DARK BROWN LOAM 47.5' �. BROWN AND PALE GRAY SILT 4- rI BROWN CLAYEY SAND 4� B 40' LOCATIONSCALMAPDMAP PALE TO BROWN FINE TO MEDIUM SAND WITH GRAVEL IN , SITE PLAN LAYERS SCALE: 1"= 40' - i 17L 31' TEST HOLE BY MCDONALD GEOSCIENCE DECEMBER 23, 2020 - (NO WATER ENCOUNTERED) HIGHEST EXPECTED GROUNDWATER ® EL 0.50' = TEST HOLE #4 1 N.T.S. 5-24-21 MF UPDATED FLOOR PLAN CFD DATE BY DESCRIPTION APPROV. BY REVISIONS -_ TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 25 PROPOSED SANITARY PLAN , R L. K. MCLEAN ASSOCIATES, P.C. Z *1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RO"BROOKHAVEN,NEW YORK 11719 » OXGVIW w a nc snec or irte rma rpa�sSheat No. DeslgneH BY MF/CFD some: AS NOTED inn nc orsem+s ummn aermoee f' «. o �.•���""+���M SSIO'It��.�:-' Down By: MF Date: DEC. 2020 S A/-\1 '\ 0 ilE NLiM M/11FAI.141 W M • �. ,/.. p+llM/l�/ce W 11E SPagTwT?I O✓t's F¢w smion rno-�. Approved By: RAS FlIe No. 20099:000 F.F. ELEV. STOPPER OR END PLUG - 10"x 15"DUAZITE ENCLOSURE WITH COVER FINISHED LOCKING CASTING TO GRADE - GRADE IN LANDSCAPE AREA r GRADE (EL 47.45) GRADE + . 47.75' CONCRETE COVER MIN. 2'AX. - 2' . �EXISTING 1 . GRADE ® 4' CONCRETE CHIMNEY 2p"' SDR 35MIN.4•p� PVC PIPE PITCHED MIN.'1 4•PER 1' 4'Dtk INVERT(IN) 6 _ 6" ____ SDR NMW 8 PIPER CHED - ELEV.43.25' _ iFFLE 1g• 25' AX. CASs IRON PIPE SHALL WALL (1 INVERT(OUT) EXTEND THROUGH INVERT(IN) 8" ELEV.41.75' FOUNDATION WALL A MIN. ELEV.42.25' 4.0' .. OF 2'. (EFF.DEPTH)T INVERT(IN) SDR 35 ELEV.40.75' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - 6" PVC DROP TEE L��l 1 11 . . - 4'MIN. 8'e 8'0 1.250 GALLON SEPTIC TANK W/DOME I LF" 4• STAINLESS SECTION NOTES12'-0" STEEL BOLT . : I .. PLAN 118•TK WASHER 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. CLD 28 DAYS. 3/8•o-Rwc cASI(ET 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND LOCKABLE. I !ROTES: MAX. 3.0 1. MTERAI-S:CONFORMS Y ASTM A48 CUSS 30B OR 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I (MIN.)�-I 35B SPECIFICATIONS EXCEED TWO-FEET IN HEIGHT. (TYP.) COLLAR_j Y. LOADD'ROA71NG:FOR AASHTO&HS z0—be HIGHWAY LOAD3.0' 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON (MIN.) PRECAST OR APPROVED EQUAL. EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE coLLAR CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. I 'm-- I 24"� WATER TIGHT HEAVY DUTY FRAME & COVER 3 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL BOTTOM OF POOL 6'MIN.PENETRATION INTO N.T.S. = COMPACTOR AT 6" LIFTS. I A VIRGIN STRATA OF SAND ELEV.29.08' &GRAVEL _ 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY 3'MIN:A80VE HIGHEST -' ,DISTURBED AREAS. _ _EXPECTED G ROUNDWATER _ __ _ _ _ _ _ 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH BACKFILL MATERIAL CLEAN S10PF°'°R END P"'a ,a•.,s•EnansuxE mN CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY - SAND AND GRAVEL STRUCTURE. - awns m I/SIDSfJPE ASA - TYPICAL LEACHING POOL HIGHEST EXPECTED WATER ELEV.0.50' --------------------------------- ----_--____ _______--------_— sec IbV.SIXV D5 PJc Ae a•ow w¢BaW _ LOT 25 SANITARY PROFILE .YA{BOwEBeR CH N.T.S. a•oiA r M songs soR-as TYPICAL CLEANOUT DETAIL DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY s THE FIELDS AT MATTITUCK LOT 25 SANITARY DETAILS � L. K. McLEAN ASSOCIATES, P.C. ur,nasty w�,HE a rmr wAtt Fra )- ,'t;� CONSULTING ENGINEERS 437 SOUTH COUNNIY RD.,BROOKHAVEN,NEW YORK 11719 1Na. A FBNaaa xcMax D773g7 c Designed By: MF/CFD scale: AS NOTED � um�m,ME mPum+s soFaunora.Aus rcs A Demo,av.um�n maFssroxu. qp A. C SS a.w,��N.w:wMra Mec,� FfG$IONa/ a ��B PER C. Drawn By: M F Date: DEC. 2020 S A 2 am.r a nc a,aumrnx ah nc "° ,�zi On App,—d By: RAS File No. 20099.000 SURVEY OF PROPERTY \ X 46.8 ON THE SUBDIVISION MAP OF D C D M THE FIELDS AT MATTITUCK do \ `_ LOT 25 % n02� 9�3' NOV 2, 2 2021 FILED MARCH 31,2006 AS MAP NO. 11370 1 70m F 2 o SITUATE AT BUILDING DEPT. 190° TOWN of SOU-MOLD MATTITUCK es �� \%% \ TOWN OF SOUTHOLD / SUFFOLK COUNTY,NEW YORK J* \ U/ 07�- AREA OF PARCEL = 34,082± SQ.FT. OR 0.782± -ACRE NOTES 116,7 O /� 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. O° / \\\ \ /� • I l 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK'FILED MARCH 31,2006 AT \ THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.1137.0. N 6 v�.z 3. ELEVATIONS REFERENCE NAVD 1988. – �� X44.5 / \ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND \ 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE \ \ EDUCATION LAW. \ n 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND \ ; _ _44.7 1 SUR VEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. \ „ �° b _ A,4,Y;04't§N EL.=50.0 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN Al ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE cu NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 3.6' tb�- 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 HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 3 6' of Z AX 45.2 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1 0iy 1 W Q ?z oil - A 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON W CONCRETE _' O O ., THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL ST �TYP PO –_G l 3 J UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE O 23 U q0 O RESPECTIVE UTILITY COMPANIES. &6 t: ' 10 Q A V _ 1 Ln4 O 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ti N L4 2 9. THE SURVEY CLOSES MATHEMATICALLY. Z b Z LEGEND 1 y QE '••"•'••"'•• ELECTRIC MANHOLE CUf w,6 6 —TV— UNDERGROUND CABLE TV """"""" LOT NUMBERS �` F ............•• BUFFER AREA 46'8, —T—•••••••••••••• UNDERGROUND TELEPHONE C •............•CATCH BASIN —E—••••••••••••••UNDERGROUND ELECTRIC OF NE —V—....... ••••UNDERGROUND VA TER ••••CONCRETE MONUMENT � 'tQ'p�p �. ST��! ■ DATE BY DESCRIPTION JAPPROV. BY 24 V� REVISIONS `.\ o 060528 r Town of Southold Suffolk k Count , New York GLAND / Stanley Road 88` / Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP `. I hereby certify that this map was made from an actual survey Foundation As—Built DISTRICT 1000 X48.3 completed by me on 05/13/2009 and updated 11/01/2021. L. K. MCLEAN ASSOCIATES, P.C. ti CONSULTING ENGINEERS & LAND SURVEYORS SECTION 106.00 BLOCK 08.00 � O ��CLQ � 437 SO. COUNTRY ROAD, HROOKHAVEN, NEW YORK KG/JL sewed e LOT 079.000 rV TAMARA L. STILLMAN,P.L.S. eBysh scale: I'= 30' eet No. � •- Drawn By. GLB Date: 11/16/2021 Il NYSPLS No. 50528 b P+\20099.000 Fields P Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 25\20099.000 lot 25 Fnd Loc.dwg 6/29/2011 4,17 PM Glenn i Approved Bye TLS Flee No. 20099,000 i ...... .. ..... . .... __. . .. SURVEY.OF.PROPERTY X468 ON THE SUBDMSION MAP OF. THE FIELDS AT MATTITUCK LOT 25 Ol.. ,/ `% Z�� �3� FILE H 36 AS 1,200 NO. 11370. J. . � SITUATE AT: MAP MATTITUCK TOWN OF SOUTHOLD N: SUFFOLK COUNTY,.NEW=YORK AREA OF PARCEL = 341082±" SQ.FT. OR. 0.782± ACRE E 1 111 00110 NOTES ..._ - `�P t•1 WOODED N. .. 1. MEASUREMENTS A. R.E..INACC ORDANCEWITHU•S.STANDARDS. RDS• .. CZ 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK'FILED MARCH 31,2008 AT THE'SUFFOLK COUNTY CLERKS OFFICEASMAP NO.11370. 3. ELEVATIONS REFERENCE NA VD 1988. UNAUTHORIZED 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 NEW YORK STATE I?o3.9 X44.5 EDUCATIONLAW. . PROP. C� TANK - - 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND -� SURVEYOR'SEMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. WIN, ELEC.WELL METE /G IRR. 44.3__—_ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN .. . ACCORDANCE WITH THE EXISTING'CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE \ \ NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS --- 50 56'tn 21.0'. i¢ \ BLOCK PATIO'- i 6 5,c SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO N-Ri i� 24• THE TITLE COMPANY GOVERNMENTAL AGENCYANDLENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF.THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. a i _ i co, , 7• UNDERGROUND UTILITIES SHOWN 0N'THIS SURVEYARE FROM UTILITY.MARKOUT LOCATED ON 1 ..8.2' 1 4.6 X 452 THE GROUND AND/OR RECORD PLANS.BEFORE ANY IXCAVATION IS TO BEGIN,ALL q ^ UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,S/ZEAND TYPE BY THE J d o�' Q q RESPECTIVE UTILITY COMPANIES. STORY 61 a. 18' o O .3 �. i Q B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. Q WOODED q FRAME. . Q ; _ �i o .. ' HLIUSE & x i '� � Q ❑¢ � 9. THE SURVEY CLOSES MATHEMATICALLY. ' ._, GARAGE a ❑ J u Iz 1' 3 _ O \L-11 NOTE:ALL BURIED u77L IES(WATER,ELEOTRIC/TELEPHONEAND GASI SHOWN ONTHIS SURVEYARE BASED UPON +Fj, �� _ _"- .2 _ E OWNERIDEVELOPER OR DUL AUTHORIZED REPRESENTATIVES (U .. 19.9' w (INSTALLER) EAS .1 76,5 L.P' AS-BUILT 0.7 ' H T� B THE THEIR Z B25' A38.5' Q BLOCK"PATIO pV 9 -B35' , V -ti LEGEND 1 (Ily 46.6 6 - .. y . ••• •• ...... ELECTRIC MANHOLE: . � ^ . 1 " � —TV—......'.... UNDERGROUND CABLE TV " -------------- — NUMBERS i BLOCK BORDER __ , 41 46.S' - .e y ..... BUFFER AREA.. .. ...... ... UNDERGROUND T .. . STONE DRIVEWAY .. ••••••••••••••CATCH BASIN 0// —E—.............:UNDERGROUND EL 'Y h� BLOLK BORDER �'`r L. S 1'o,P" _ —............. FEB 0.2 2023 C, y ;�_ ++ .. W. UNDERGROU .. ` / .. ■ ..:.:..:::....CONCRETE % . 0 Tk.4 N, Q. p� B'A�pp�� y AIR qne 1 ... .... ... ... `\/. .. ... V ... ... . d .. .. ell- .... _ .: y�Op�F \� DESCRIPTION 24 \` _ �� 05Q,�2S. O - REVISIONS .. �o T Southold DATE own of u of \ LrIIVD Suffolk County,-New. York l8` / 4200 Stanley Road Mattituck, New:York SUFFOLK COUNTY REAL PROPERTY TAX MAP `. 9 I hereby certify that this map was made from an actual survey 47 Final" Survey DISTRICT 1000 , completed by me L. K. M LEAN ASSOCIATES P.C. SECTION":106.00 On 01�14�2 CONSULTINGENGINEERS & LAND SURVEYORS RK BLOCK 08.00. . . . " �O'WLGitG4 GJPL See o. TAMARA L STILLM sq. ur eyed By coLiuxTaY ROADS�a, HRooIO3AVEx LOT 079.000: . r� AN,P.L.S. .. . i�Ew � NYSPCS No. 50528 Drorn By, GLB ...Data: January 23 2023 Ile' S+\Shared W/th Me\Pro•/ects\20099,000 Fields EMott/tuck£ngr 8 Survey\Survey Dept\Drawings\LOT 25\20099.000 lot,25'F/nal AB,dwg 1/23/2023 12+44'PM Glenn Brewster Approved Bye. TLS File No. 20099.000" Il SURVEY VEY OF PROPERTY LEGEND ONTHE .: '" :.. .. ... £ ELECTRIC .. CTRIC MANHDL£ .. .. 9NDIVISION N4AP OF .. - - WATER VALVE WATER METER � � � - FIELDS T MATTI ® THE F SSS A TUCK CABLE TV aD 1 z o X LOT 25 19 :°w� DRrwELL FILED MARCH"31 2006 AS MAP NO. 11370 s A. . . .CATCH.BASIN .. P ER � . ® SITUATE AT- QI�.J i - - :N'p —T— UNDERGROUND"-TELEPHONE. ' . . . TELEPHONE MANHOLE MATTITUCK .. . ... .. f -. y —E— UNDERGROUND ELECTRIC '1591 4 —W— "UNDERGROUND WATER - TOWN OF SOUTHOLD . " - /1' • - SUFFOLK COUNTY,NEW YORKCONCRETE MONUMENT: AREA OF PARCEL 34,082± SQ.FT. OR 0.78 2± ACRE❑ PIN W/CAP SET . " 11 AS—BUILT SANITARY . NOTES ' t DDISTANCES FROM CORNERS OF BUILDING "" �_/ �'� 1. MEASUREMENTS ARE INACCORDANCE WITH.U.S.STANDARDS. " A B - - TTITU FILED MARCH AT ... - - m � � �� � �- �- � - - ST 31 30.5' CENTER 0F'C COVER � - 2 .THE SUFFOLK COUNTY CLERK'S OFOP CE AS MAP NO:11370. MA BEARINGS AND,DISTANCESAS ON"THE FIELDS C " LP 39' 38' CENTER OF COVER _ - - - •�5 -"- 3. ELEVATIONS REFERENCE NAVD-1988. h 1 u NP 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND o _- -" - - _ SURVEYOR'S SEAL IS A VIOLATION OF SECTION"7209,SUBDIVISION 2,OF THE NEW YORK STATE o U m~=W�n .. EDUCATION LAW. .-... -i�� O - .. - - a= .2z H .. .: ONLY COPIES FROM THE ORNAL OF SURVEY MARKED WITH A ORIGINAL OF THE LAND 5 SURVEYORS EM OSSED"01 R/INKED'SEA1 L SHALL BE CONSIDERED NO BE VALID TRUE COPIES. 20'x40' - .. INGROUND 3. .. .. - E RI O `G 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE POOL .. -YORK STATE ASSOCIATION OF PROFESSIONAL_LAND SURVEYORS."SAID CERTIFICATIONS o-��TO�0�1 4 .. :SHA 3 1. m .. THE RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO' � Ds \_/ / J TITLE COMPANY"GOVERNMENTAL AGENCY AND LEN _ N LISTED HEREON AND "' TO THE ASSIGNEES OF THE LENDING INSTITUTION. CER IFICATIO TRANSFERABLE TO ed a.^a "1 �,. ] "" "- ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. T _ DING INSTITUTION L_._—_� NS ARE NOT - 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON .. ? .. _THE-GROUND ANY L UNDERGROUND UTILITIES SHOULD BE VERIFIED TO THEIR LOCATION,SIZE AND TYPE BY THE STRIP P RESPECTIVE UTILITY COMPANIES. DRAIN OT SHOWNCERTIFIED. ..- � t V W 8. RIGHTS-OF-WAY N ARE NOT m ''"..- - Aire """ "_D v y "" "" - - .. - ""- 9. THE SURVEY CLOSES MATHEMATICALLY. " RI. AY tow) " a SUFFOLK COUNTY.REAL PROPERTY TAX MAP " 2 " / - DISTRICT 1000 ' SECTION" 106.00 G BLOCK .08.00 LOT 079.000 Np -. _ .. .. .. IM 48.26 p BOTT v SITE PLAN .0 .. .... - SCALE: 1"= 40' a Z•P .. oranaic w° morr n nc9P1am+6°'imn m."mia ` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AP FOR s APPROVAL OF CONSTRUCTED WORKS r ASINGLE FAMILY RESIDENCE 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CFD' ESI DATE BY DESCRIPTION APPROV. BY c " .. Date_ 8/2/2022 — H S Ref No., R-21-0053 REVISIONS TOWN OF LD The sewage disposal and water supply facilities at this location have been SUFFOLK COUNTY, inspected and/or certified by this Department or other agencies and found Y NY t to be satisfactory FORA MAXIMUM OF 4" BEDROOMS. THE FIELDS AT MATTITUCK �,. . a c' " . -BUED ILT 25 :. NITARY A u CHIEF PLAN Wastewater t f � •;_, ry�* - L. K. MCLEAN ASSOCIATES, "P.C. CRAIG KNEPPER, PE., Office of W Managemen �* s. ,s 1 - - - \!� CONSULTING ENGINEERS l37 SOUTH COUNTRY RD.,BROOKNAYFN,NEW YORK Sh 11719 Sheet No. a seele AS NOTED A=`J v i Deter JUNE 2022 SA De:t9�ed By. MF/CFD :. Drown By: MF .. ... .. . "SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES " Approved ey: PGD File No 20099 000- TONIN COMMENTS l3Iorrer door RETAIN STORr,4 WATER RUNOFF Z PURSUANT TO CHAPTER 236 Q � ' ' THE ( _____ � and ductE�►vr�; flF THE TOb'VN COD � testing required. E 0 Must provide Manuals APPROVED AS NOT D A aLlAL.1 TY NEVI HOME MOi�)E-L BY D, 1 and S Zr, per DATE: �O �✓�'� B.P.# 51-7 IL NYS Energy Code Tnufoo rLACARDING nEQUiRED FEE: # �` ABY: 0 OASIS T M ITI TUG�G, GOfi� '. tu NOTIFY BUILDING DEPARTMENT AT 13 - • .,•-.,,m..4• 765-1802 8 AM TO 4 PM FOR THE z 1. FOUNDATION - TWO REQUIRED Z All exterior lighting; _- FOLLOWING INSPECTIONS: p 0 installed,replaced or PLUMBER CERTIFICATION FOR POURED CONCRETE repaired shall conform ON LEAD CONTEN 4 CERTIFICATE OF OCCUPANCY 2. ROUGH - FRAMING & PLUMBING p cv to Chapter 17x 3. INSULATION "' Of the Town Code SOLDER USED IN WATER 4. FINAL - CONSTRUCTION MUST # } s SUPPLYSYSTEM CANNOT BE COMPLETE FOR C.O. — ' EXCEED 2/10 OF 1% LEAD. ALL CONSTRUCTION SHALL MEET THE � REQUIREMENTS OF THE CODES OF NEW LU YORK STATE. NOT RESPONSIBLE FOR 101,1 -:r DESIGN OR CONSTRUCTION ERRORS. � PLUMBING ALL PLUMBING WASTE & WATER LINES NEED OCCUPAI NII OR TESTING BEFORE COVERING USE IS UNLAWFUL O kViTi OUT CERTiRICA_E v UE 0CCUP71,I2y !I C(-,N^PL`( WITH ALL CODES OF P ^RLOUI K DT ASATE & TOWN CODES AND CONDITIONS OF SOUT HOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD - - - - - - - - - - - - - - - - - - SOUTHOLD TOWN TRUSTEE DO NOT P710CEED V.1TH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION z o HAS BEEN APPROVED. LL— 111 m O wm wz. t� J 1 LU 2 z FINISHED SECOND FLOOR m r� <= O Z Ju Z W - - - - - - - - - NOTES INDEXED TO THE V r 0 t- Q 2020 ENERGY GONSER\/ATION GONSTRUGTION Z Q z - 0 z GODS OF NEW YORK STATE } tla U RI01.5 COMPLIANCE: This building was designed and shall be +� I� d constructed to meet the 2020 ECGGNYS. Both REScheck N.S. O O > `- < Department of Energy) and REM/Rate (Noresco) computer N O __ software was utilitze to demonstrate compliance. All Z Q } mandatory provisions of the 2020 EGGGNYS - Residential `� 7 0 Provisions are in force. N 8105.22 WRITTEN STATEMENT= To the best of my knowledge, iv belief and professional Judgement, these plans comply with the _ o Energy Code. Furthermore, as a RE5NET certified rater (I.D. No. 26143x•7), I certify that these plans comply with the Home Energy Rating System (HERS) program. A signed certification of compliance with the HER5 program (HERO) will be 'submitted FINISHED FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - 01of e constructed ZONEbuildingASufi o demonstrate co pllane. ,r• `"Rte"'�+� .'°".., t m - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMA olk, NYt- 4awar! .+ FINISHED GRADE 0 - project complies with 2) Section R405 to �•.�' �° l �� 8401.2 COMPLIANCE= This ro ect co •,-���-��'"�'. ,° Simulated c Alternative,and the provisions of to Performance e Sections 8401 through 8404 labeled "Mandatory." .u3=`�':w• '" Mandatory requirements: " I� - R4013 CERTIFICATE= Builder to post per Code. F,x;r�.�v�,F �t� ,` 4111, - - - - R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 - - - - - - - i!f"•�;'.3a ,,, C.,S. e.:^ . AGH by HERS rater. See Table 8402.4.1.1 In plans. ,; • ^ "` `� '' n r,. - _ - - - - - 8402.42 FIREPLACES= Factory built with UL 12'i doors. ,3 C - - - - - - I I I I I 8402.4FENESTRATION: See window/door schedvie �- - -I- - R402.4.4 FUEL-BURNING APPLIANCES, All room heating and hot water heating appliances to be direct vent with both DE IVERE) KY 2 2 2021 Intake and exhaust pipes installed continuous to the outside, 3 F - L7 - - L-1 R402.4.5 RECESSED LIGHTING: IG-rated and labeled as 3 _ _ havfng an air leakage rate of not greater than 2.0 cfm Q per de. O fr -L - � - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R4025 MAX. U-FAGTOR4SHOO: See window schedule. - - - - z O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8403.1 CONTROLS: See plans for thermostat information. � - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - 8403.3.2 DUGTSEALING: All duct joints shall be Q� b- mechanically fastened and sealed with duct mastic Q sealant. Apply mastic to duct seams. R403.3.3 DUCT TESTING: A duct alr-leakage test is not i-u- l� required under exceptions I and 2. 840335 BUILDING CAVITIES, Framing cavities shall not be OJ Z iL used as ducts or plenums. Q X O R403.4 MECHANICAL SYSTEM PIPING IN50LATION: Insulate mechanical system piping carrying hot water to an O R-value of not less than R-3. i a[ ONTELEVATION R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION O tJ N SYSTEM: Not In project. (� O `` 8403.6 MECHANICAL VENTILATION: ERV continuous — %0- V ,, } SCALE: 1/4" = 1 ft ventilation system specified In the plans exceed's the ,n Q « Z O FLOOR AREA TABLE minimum efficacy of 1.2 cfm/watt. v , 1 Q IL �- R403.'1 HVAC EQUIPMENT: Sized in accordance with ALGA Q X p4 Manual J and Manual 5. O O FIRST FLOOR I, 'Q O "1'02 sf R4o3.8 MULTIPLE DWELLING SYSTEMS: Y STEMS: Not applicable � ' SECOND FLOOR 1,171 sf R403A 5NOW MELT, Not in project. v d D 6 8403.10 POOLS AN SPAS, Not in project. p GARAGE 586 sf p J w _ a- z < BASEMENT 1,723 sf 8403.11 PORTABLE SPAS, Not In project. V V X- R404 LIGHTING: Builder to Install high-efficiency lamps In at 3: lX V Z PORCH 175 sf least cIO% of permanently Installed fixtures. 1 - TOTAL LIVING SPACE 2,881 sf R405 51MULATED PERFORMANCE ALTERNATIVE, This method was f X 11-- -� used to show compliance with the Energy Code. REM/Rate d< OL software was used to model the buildin erformace - see . til (� CONDITIONED FLOOR AREA 4,604 sf 2020 IECC Energy Cost Compliance report provided with p Q — (INCLUDES BASEMENT) Permit Application. RE5check was used to model the building v Ul ts) - INFILTRATION VOLUME 48,830 of performance based on national standards - see RECcheck (INCLUDES ATTIC # BASEMENT) Compliance Certificate and Inspection Checklist provided with J E Permit Application. O= O Q IL O O m INDEX TO DRAV41 NC S -� DRAWING No. COVER 4 ELEVATION A-I DATE: MAY 2021 ELEVATIONS A-2 FOUNDATION PLAN A-3 F I RST FLOOR PLAN A-4 COVER 4 2nd FLOOR PLAN A-5 ELEVATIONS WALL BRAG I NG PLAN A-6 ROOF PLAN A-7 SECTIONS 4 DETAILS A-8 NOTES A-q DRAWING NUMBER TJI-DETAILS A-10 I m z O H-• N z 11 1 11 H 111 v O LL w � ° N O Q - - - - - - - - - - - - - - - - - - - - - - ° } - - - Lu Q 11 111] 11 1111 it 11ITIi IIITII IIITII IITII IM 11 111! 1 I1� t� V O z �m �z <� — Ja OJw REAR ELF-\/ATION o Iv � <� F o z SGALE: I/4 I ft Z OL W ®w a >` d� m0rz OL o I > �rzQ to No `�a z •Ry�i*A!W 1.Q p t D UVERED MAY 2. 2 2021 Q O r O�p � 4 dj r O O p- Z m - - - - - -�� - - - - - - - - - - - -12 - - - - - - - - - - 12- - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 - - - - � � O m 4f �4 4� —14 c - is) o � z O O ° ° O --- � E3 FEB QBE �� a z ® ElEJ Ll 0 El El EX� < < Q D_ 60 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w - - - - - - - - - - - - - - - - - - - - - - ® ® ® ® ❑� � � � oW o � • b r P�� Vii- VI `\ � m O J DATE: MAY 2021 511E ELEVATION 51DE rzL.F-\/ATION SGALE: 1/4" = I ft SCALE- 1/4" = I ft REAR 8 SIDE ELEVATIONS DRAWING NUMBER A - 2 2x8 [UC3B] P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER I/2"� x 4" GALV. LAG 5GREW5 AT 16" O.G. 5TAG6ERED z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O (8507.2] [R905.2.6] O 75-O No. 15 ASPHALT FELT UNDERLAYMENT[R905.1.1] - TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 42'-6" I'-6' SELF-ADHERING POLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [R9Z05.1.2] O 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V 15'-0" 4'-6" 5'-b" 14'-0" 6'-6" 12'-0" 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 1/2" STRUCTURAL PANEL SHEATHING [R803.2] A I P.G. FTG R-39 GL05ED-CELL SPRAY FOAM (5PF) INSULATION ILQ .. jl.f 17- SOLID V400D BLOGKING z �(2)-2x8 P.T. GDR I - J L - J L DECK LATERAL G NNEGTION [R50-7.9.2] 0 p DECK g ISTA�N NIAW MANU AGTURER'S SPECIFICATIONS BASEMENT ENTRANCE STAIRS 1-: = CEILING JOIST d ly 8" REINFORCED CONCRETE RETAINING WALL p �p ABOVE (TYPICAL-3) 0 (V #4 REBAR AT 12" ON-GENTER EACH WAY DRIP EDGE [R9o5.2.8.5] STANDARD HOOK AND LAP INTO 16" x 8" P.G. OI N O Ix8 WOOD FASCIA �J FOOTING. 2" MIN REBAR COVER _ _ _ - - - - � - - ( - - - _- - -- - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - - - - - i/2" GYPSUM WALLBOARD (1 - - - - - - - - - SOFFIT VENT - l� �75.feR _ - - - - - - - - - - - - - - - - - - - - - - - - - •;_ - - - - - - - - --- - - - - - - - - - - - - -I I DOUBLE 2x TOP PLATE I VINYL5IDING. ATTAGHTHR000HRIGID - - - - - - - - --- - - - - J r 3020 SLR S 3020 5LR GAS WATER HEATER I I MINIMUM 24" LAP SPLICE LENGTH [8602.3.2] ! INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND ' - - -- - -- - GPVT 50M200 HI t ITH I AREAS AND TO RE515T A MINIMUM 28 psf r 36" H ND I [R 11.78] GONG PLAT rn CAPACITY = 50 gal O I I I SUCTION LOAD (EXPOSURE B) OR 40 psf } Q ' j (EXPOSURE C). AND STEPS I Op EMERGENCY ESCAPE & (2)-I.T5x11.8-75 LVL GDRIL ( I { N 12 R 5ERS - QO I RESCUE OPENING [R310] O (ENGINEERED DESIGN) DR4YWELL ( I r - - - , x 17' r - - - , r - - - -i - - - - - - - - J L - -'-1- 3068 I I N - - - - - - - - - - -- - - - - - PLASTIC HO E INSTALLED AM OL 5 W PIN AL OVER FO INSULATION. INSTALL AND TAPE ALL 5EAM5 PER 2x4 WALL STUDS AT I6" O.G. MANUFACTURER'S IN5TRUGTION5 [R703.2]7r L - - - J L - - - J L - - - J L - - - J I -44 I R-15 UNPAGED FIBERGLASS BATT INSULATION i R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) 2x8 PLATFORM 1 I I I r I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ GAP-HEAD NAILS WITH A MINIMUM g/4" Q BASEMENT PENETRATION;SPACED 12" O.G. PERIMETER AND G OI 4" P. . SLAB I u ( I R-13 2 CLOSED-CELL 5PF INSULATION 16" O.G. FIELD. (D I I I I o N I I I ST IN5ECOND FLOOR PLATFORM(AL50 AT RIM [- NOT SHOWN[) I I NOTE: _ 01 I z I/2" STRUCTURAL PANEL SHEATHING I I I i HOLDOONN5 ARE I N X uI I NOT REGU I RED FOR d o I X I I 3/4" STRUCTURAL PANEL SUBFLOOR Z z 15 THIS PROJECT. N I I I I 2x SOLE PLATE to I I I t o O i ^Q ( I 2x BAND J015T T O O I I I I Cp x I z I I 2x6 PRESERVATIVE TREATED SILL [UG2] Q o I IL CD N ( I I I FLOOR JOISTS COPPER (a I I I I (2)-1.15x11.875 LVL GDR - - - - - Q I POST I L - OVER SILL SEAL RMITE SHIELD o Q I I I(ENGINEERED DE51GN) F ABOVE I Q I I DOUBLE FRAME L AT STAIRS - EXTEND SIDING TO WITHIN 12" OF FINAL O F - - 1 I r - - - l F - - - r - -I-- -i WOOD SILL PLATE TO FOUNDATION ANGHORAGE GRADE FOR HISTORIC DISTRICTS I I Q I I [8403.1.6] I I I MINIMUM y2" dia. ANCHOR BOLTS SPACED NOT UNEXCAVATED -- I- ;--_-.� I �-- -- ---- �--- - � - , - , GREATER THAN 6 FEET ON-CENTER EMBEDDED N i I I I I I I I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE J BEAM POGKET L - - J Iz- I L - - J L - -J - �- J I I GELL5 OF CONCRETE MASONRY UNITS. THE(TMP-6) 8'-6" II'-10" 10'-O" 7'-6" 7'-0" 6'-10" I _ BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD - - f OF THE WIDTH OF THE PLATE. A NUT AND (� o IL-� I I cs WASHER SHALL BE TIGHTENED ON EACH ANCHOR +�- N I I BOLT. THERE SHALL BE NOT FEWER THAN TWO zI In 3 3-1/2"cp STL COLUMN 3-1/2") STL COLUMN j I I BOLTS PER PLATE SECTION WITH ONE BOLT O Jaw to Z ItJ 1 z I ( 4"xl2"xl/2" TOP PLATE i- 4'x12 A/2 TOP PLATE -a CD I I LOCATED NOT MORE THAN 12 INCHES OR LESS z I- - N � W i Z 12"x12"x3/4" BASE PLATE Q ' 12"x12"x3/4" BASE PLATE z THAN SEVEN BOLT DIAMETERS (3.5") FRoM EACH IL z W z 7 cs ( NtY I I O^ v�i0 <tY d) z1Y W I I ON 4'-0" x 4'-O' x 14 DEEP P.G. FTG. u_ ON 3'-O'x3'-O"x12' DEEP P.G.FTG. Q END OF THE PLATE SECTION. WALLS 24 INGHE5 O�p u -� O W 'o I I O 0.O I I w/(6)-#4 REBAR EACH WAY O w/(3)-#4 REBAR EACH HAY P05T x w I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT o j z a'- - W i tY 3" COVER FROM BOTTOM (TYPICAL-10) ABOVE I in (Y FEWER THAN ONE ANCHOR BOLT LOCATED IN THE `� -I`--� " Q O I I x r NII I I CENTER THIRD OF THE PLATE SECTION AND 3 W -7 1 I 1 Z Do I I N (2)-1.75x11.875 LVL,CDR m o I I SHALL BE ATTACHED TO ADJACENT WALL Q lu U m v z (L� z J-L-J W r O z (ENGINEERED DESIGN) N i PANELS AT CORNERS AS SHOWN IN ITEM 9 OF q N Uy 'd �. 1LI ® W LL Q I I F - - -7 F - - - I stn I T I O p TABLE 8602.3(1). Q IK a �j OL J t) O o I i - - - - - - - - ooa�R � �_' m � Q p I I LT.!�� __ __ I---�=-�_, �-_ R-I► BASEMENT WALL BLANKET INSULATION O v LY()-i O w a a O Q I I I = 6'-Io" 6'-10" I I LU o} �Z p < I- - - - - -- - - - d� I L - - -J L - -I- J I P.G. FOUNDATION WALL Mp�O6Oa-O < Q - - - - - - - - - - - - I I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 ~f O O I- - - - - - - - - - - - - - - -� o I I BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY N I - - -- - - - I `� I I I I POST I I O AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL 1( � IL u� DEGK I 2x8 [UG3B] P.T. LEDGER ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _� STORY [TABLER404.1.2(I)] QO - - I o ABOVE I 1/2"4P x 4" GALV. LAG 5GREW5 AT 16" O.G. I n z Q I I = t- cz!u ' - - - - - - - - - - - - - - J -7 I I STAGGERED [8507.9] i N-w I I EXPANSION JOINT O - Q � x I ILL I i 4" P.G. FLOOR SLAB N Q I I 8" P.G. FOUNDATION STEEMWALL UPON I P y x I I _\�i DEEP CONTINUOUS P.G. FOOTING I i LUN - I I ,^.N►rr'rr�,., ON UNND15TURBED 501 R403.11 - - - - -- -- - - - - - - - - 6 MIL POLYETHYLENE FILM =�. •'°, Cn��^iy -I I- n- - - - - - - -- -- - - - - - - - - - - - - - - 0 + CONTINUOUS UNDER 5TEMWALL (2)-2x10 P_T_GDR � - - - - P.G. FTG - - - - TYPICAL Y `ALL SECTION A L -- -- - - - - - - - - - n'-4" SCALE: NTS IVERED MAY 2" 0 2" 22'-&" 7-4 13-O' 101-01, 221-011 75'-0" In 1� >s!L Zs 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANGHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON O 24" x 24" x 12" DEEP P.G. FOOTING WITH(2)44 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM Q O 0 MAXIMUM SUPPORTED LOAD AT T DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) (ENGINEERED DESIGN) O V j(� FOUNDATION PLAN � (v SCALE: 1/4 1 ft - pi z Q O � v ~ I STRUCTURAL DESIGN NOTE LU lL Z v z In accordance with the 2020 ROWS; structural WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and ~ D- F� -1 steel/wood composite columns, beams, headers and Q CIL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: to o WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS O 0 _ A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and V _W B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf! 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON J FL Fj- C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 114"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sfJ 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design O LU O D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sq 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNYS ILIL Lr O E PELLA 250 SERIES 2-013-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sq 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON a 111 dJ F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf 120 sfI 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed In accordance with m G PELLA 250 SERIES 4-014-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sfI 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG ND5-2018 with 2018 supplement. p H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sq 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON 1 PELLA 250 SERIES 3-012-0 12 13/16"x 19 1/4" 1.70 sf 3.60 sf 1.70 sf 6.0 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sfI 36"x 24" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as walls and fenestration that: J PELLA 250 SERIES 6-016-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sq 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON 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: MAY 2021 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 I) resist wind loads, and M THERMA-TRU FIBER-CLASSC 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 sq CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 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 R0NY5 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 0 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 sfI CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed In accordance with ASCE -1-I6 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[_sfI Where such elements occur in the plona, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED E51GiN." y A - 5 z O P- v f 15-6 O 42'-6" 2'-0" (X LL +` - -a.. CLOSED CELL SPF 6'-4" 10' -- x<". lu MAJESTIC QUARTZ 32 DIRECT O J VENT GAS FIREPLACE. z N INSULATE I AIR-SEAL ALL Z " GYPSUM BOARD A WALLS, CEILING AND FLOOR OF N THE CHASE. IN51DE WALL O ' A-a WOOD STEPS it,l .4j' SURFACES SHALL BE CONTINUOUS BEAD OF SEALANT 5HEETROGKED AND TAPED. N n 14'-O WALL SHIELD AND GEILING fa D_ SHALL BE I -- GYPSUM BOARD _ DECK WIRTHE CAULK HAVN6 AG300 FD y— � 5/1 DECKING MINIMUM CONTINUOUS EXPOSURE # ATTIC, PATHWAY FOR 50LAR ELECTRIC [TI03.8] (2)475 x 14 LVL HDR RATING. COAXIAL VENT HAS } — INSTALL 2"m VERTICAL SCHEDULE 80 PVC, CONDUIT Q ± LONG OUTSIDE COMBUSTION AIR ►A��! O CONTINUOUS BEAD OF THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU65 N I3' WALL LINE ABOVE INTAKE. i1 SEALANT OR GAPS AT EACH TERMINUS [E3a02.3.21. O ° O 2x6 GJ O O O O CONTINUOUS MINIMAL 303 16, o.c. EXPANDING FOAM AT WINDOW UNIT PERIMETER 3°610 5L 6°b1O SLDR 3°610 5L b2 --- -- ® ---- (2)-2x10 HDR ° 36" GUARD [R31-- I I DW I I I l--- --__--- v U WINDOW UNIT - -------- I � �---- ------------------- i. r ----------- -------------------------- I r --- ---�--- II (2)-1.15 x 11.815 LVL FLUSH HDR �I p I 1 p 1 I U u II x 1 I x I _ ii I I i Nli I WALL LINE ABOVE BASEMENT ENTRANCE I I� NOTE. q O GEILING HEIGHT 11 n----__----__ 1 l `r DOWN -> I KITCHEN 0 I Q THROUGHOUT FIRST STORY z 11 I (2)-1.15x11.875 LVL FL HDR 11 1 I. PL'ATE Ht. 3'- " F-,\ LA H . ci'-I" ASF 13 I I E) EXPAND�G FOAM AT WINDOW _----_ _-- I z Q --- I ---- ----_ J U..I L__ --J i L--- UNIT PERIMETER =r= -- -- -- (2)-Ll5 x ILb-75 LVL FLUSH HDR i w I(2)-2x10 HOR1 I(2)-2x10 HDR 23'-4 I/2" _ 1'-0 1/2" al 1- o Q 1 ��I C- LIIIJ w z > dJ N m 3 I/2.. IL rn O Q , I Q u l tr 5ANDWIGH FJ BETWEEN (4) RR ( u- _ f I z U I FAMILY ROOM I I ! i � . t® USE (3)-3/4" x 12" THROUGH BOLTS > -- cV I I Z O I I I < �I `q I `n i __11 1 j CONTINUOUS BEAD OF �Y " • " AT CONNECTION I f I 0 p I I t? I =1 o r I �I E 2x6 GJ x r SEALANT I Ii 16 o.c. ,t�, I t(� � f- x I " `w'"' I p PLYWOOD SHEATHING UNDER J Q �I - f_-J I I� I r PLYWOOD 5HEATHIN6 UNDER xi �I a I GYPSUM BOARD FOR HSP GYPSUM BOARD FOR NSP I I z I r _ _ �\ i Q A Q I F i i x BRACED WALL LINE _ 13 + � DOUBLE LVL HDR GYPSUM BOARD I BRACED WALL LINE 1—1 I t I t- tL O __-------- - --- ---- n I - Q N I t r Pro I TEGHNOL061E5 m l I r I I *-' CONTINUOUS BEAD OF $ v GAR,4GE I I'-3 I/2" � f t i I ' N iv I I 5' P.G. SLAB x I- I I ^ MODEL T10S 1 I SMOKE b G.O. I 1 ' ADHESIVE I x O d t1 - I Q - L----� I m PR06RAMMABLE I- N I t x PITCHED TO DOOR I I�n Q I I DETECTOR(TYP) 1 1 (2)-1.75 x IL815 LVL FJ CONTINUOUS BEAD OF r`n THERMOSTAT ;n N I I � _ �_ I P05T I CD P05T I ^ SEALANT cV 1 WALL LINE ABOVE--fly 2868 8 s 25 cfm CONT. I DN ON p 'V� O N �p TO ERV I t _ f - I SELF-CLOSING 20-min i O - 1" x 7" PSL COLUMN - --- -- - ----- - ------- --- v - - ---_--------------------_ - m I I F.R. DOOR [R3o2.5.i] (2)-1.75 x 11.815 LVL _� cv r4e4/' 2" CLOSED-CELL SPF FLUSH HDR m [MI505.41 1Go" 2�-I' 6 ~ �p ---------------� '� / - (3)-1.75 x 11.815 LVL FLUSH HDR _ z0 I i 2x6 GJ _ - -- - -- - - -- -- -- LONG -- -- -----"----'------- - N 15 x I6 LVL DROP HDR-_ __ __ }�� 34 _____ _ __ ® _ fi r 0 iBATH - (ENGINEERED DE510N) 3' I,, 1611 ' N ---------------1 INTERIOR 6ARAOE HALLS: it it PL HOOD SHEATHING UNDE // N e e j `9 J-I--1 �-/ Z m llj _Z CONTINUOUS BEAD OF R-I5 BATT INSULATION I iii O-�P5UM BOARD FOR W5(' m (2)-2 6 4 e r I i 20 cfm CONT. }- d � Z (� r SEALANT I t Y2 GYPSUM BOARD it �i J } \BRAGED WALL L1NE \ (2)-2x10 DOOR HEADER 2 6 �_ 1 II TO ERV [Q — W N� j 'I l,r I 2x10 STUD WALL AT 24" O.G. -1 ` IN BEARING HALLS AS 5HOHN I [M1505.41 Q Iy I GYPSUM BOARD 1 I GARAGE GEILING: "r p ` L_ _ D F 0 z �i I „ I cV2"0' -' HVAC R.A.G. CHASE - (V O� Z J, lY I Y2 GYPSUM BOARD �_ Q 2- m O II FOYER N (TYPICAL-4) I _ l ! J [TABLE R3o2.6] I m m Q I , \ �? F < LL I I OPEN TO ABOVE p (L Z i- W CONTINUOUS BEAD OF N t OL I PLYWOOD 5HEATHIN6 UNDER 4 e __ / \ POST N N m »,I 1z GYPSUM BOARD FOR HSP _, DINING ROOM -1 , DOUBLE LVL HDR I E 1� - (�Q I SEALANT I BRACED HALL LINE I 2 6 m _ 0 MASTER BR SU I TE I ON -__----__ 0 O > I d 7 l l I Q 1 0 31/2" 12'-5" �11 ,/� 10'-31/2" \� - (�/ ,(� CONTINUOUS MINIMAL I I (2)-1.15 x 11.815 LVL FJ ` _ L� V 1 N z Q (� I v UNDER SECOND STORY HALL F N` EXPANDING FOAM AT HINOOH _ < UNIT PERIMETER I FOR PLYWOOD SHEATHNG UNDER - O I N HEAT DETECTOR i1 1'-4' BRACED WALLOYPSUM �LINE R HSP 2 i� m � WALL LINE m -�• ---------------� ® _ -- ------- - ABOVE 5HOHER .[- HINOOH UNIT (OR N F 500/(Z-106" 5L _ HEATHER-PROOF DOOR) - TYPICAL BEARING sl ELEG. PANEL 22-I m � _ -1 WALL (SHADED) m (2)-1.15 x 11.815 LVL FLUSH HDR P05T ON N - ----------------------------- ---- - - WALL LINE ABOVE m N II O3°5° 0 3°5° - (2)-1.75 x 11.815 LVL HDR E 2x6 GJ A A � CONTINUOUS MINIMAL go5o PORCH ,, , o .� �' EXPANDING FOAM AT WINDOW 20 cfm CONT. D p t 2 b ' , r- UNIT PERIMETER TO ERV x i.0 5/4x6 DECKING �p _ t-- ��-;"•�"�• �;� •_ ° PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR LMISO5.41 (o'-& 1/2 ~ L- l / FUTURE SOLAR ELECTRIC INSTALLATION [T103.q] 7" x7" FINISHED COLUMN i PLATE Ht. 5'-5" ASF PLATE Ht. q'-I" A5F 6x6 P.T.POST ; •fr'/ dt IA°� + CONTINUOUS BEAD OF (TYP-3) (2)-I.1S x 11.815 LVL HDR SEALANT -(2)-2x12 P.T. HDR -- - —- - -- -- -- go5o WOOD 5TEP5 GYPSUM BOARD CONTINUOUS BEAD OF [��1�1i�ER�D P�A`� 2 2 2021 ADHESIVE 6'-4" 10'-O" b'-4" 6'-6" 6'-b" 1'-6" 14'-6" 0 I CONTINUOUS BEAD OF SEALANT 22'-8" 1'-4" 13'-O" 10'-0" 22'-0" O - - - -.- .. 2" CLOSED-CELL 5PF IL 0 t I� m O A CONTINUOUS SILL SEALER - A-8 ` \ FULL WIDTH OF SILL ,^ z O t ) F- IL FOUNDATION WALLfj IL �� 1 CONCRETE SLAB FIRST F LOOS' PLAN STRUCTURAL DESIGN NOTE LU LU � �- � � � / . SCALE: 1/4" = 1 ft - v z /`- In accordance With the 2020 RCNYS; structural Q ._;.. elements such as engineered wood steel and x 611 steel/wood composite columns, beams, headers and Q d girders that. Q - � ) resist r v W I g avity loads, and < �u Y� 2) are not contained in the prescriptive design O= O provisions of the 2020 RGNYS IL � O NOTE: IT 15 THE INTENT TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED WITH THE Q THERMAL ENVELOPE. THIS DETAIL SHOWS were designed in accordance with tt(0) TYPICAL METHODS OF AIR-SEALING U51N6 ANSI/API NDS-2018 with 2018 Supplement. VARIOUS BUILDING ELEMENTS, APPROVED Structural elements such as walls and fenestration ADHESIVES AND SEALANTS. FRAMING GONFI&URATION5 NOT 5HOHN, SUCH A5 that: CANTILEVERS AND STAIRWELLS, 5HALL BE SEALED IN A SIMILAR MANNER TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED WITH THE DATE: MAY 2021 i) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYSS PLAN I � L I�� DETAILS were designed In accordance with ASCIE -1-I6 wind provisions and acceptable engineeringl practice. DRAWING NUMBER SCALE: 3/4 - I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 4 A A-a Z O 1= U 4g'-10" z 3'-4" 5'-b" O U !Y 3'-g 3/4" 14'-2 1/4.. r �T 4R ---- 6'-4" IL -------------I Q I I Z I I I I N I I N I I 0 N I I � I I I -------------------------i— -------------- ---------------- — ----- --------- --------- ---------------- -- I # WALL LINE BELOW G i -- �lJ — 4 2 HAZARD 6LA INC [R30a.4] Ix I 65 I O I OI I O i I �p 2x6 GJ AT 16" o.c. 404 G OIL 61 Lu O I Ul l -------------- 4040 PIG I (2)-1.75 x 11.875 LVL FL HDR --1 M BATH ��---- 7'-O I/2" (ENGINEERED DESIGN) rn a'-O" G Ht I DOUBLE WALL STUDS - 4' I = 3 1/2" 3 1/ 9 BEDROOM 4 1 3'-3 I 0 6'-g" 3' I � E I I I - FF 2x6 PLATFORM I YJ.I.G. a'-0" G Ht cn - I 20 cfm CONT. z ;n pm i cv BATH i a To ERV tti I `p i [MI505.4] I - I1;X J I � i v N I------' O 4 e I N X i m WHOLE-HOUSE MECHANICAL VENTILATION[R403.6] L2 6 I i- N 5'-10" LENNOX HEALTHY CLIMATE ERV5-1'75-TPD ENERGY RECOVERY VENTILATOR 4'-0" - I- 20 cfm CONT. 4'-2I INSTALL ERV UNIT IN CONDITIONED ATTIC. I ___ I/2" E Pro I TEGHNOLO61E5 I - I ERV < O DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. i I z j [M�05.4] iv cv MODEL 7-105 i p l z ® I ! U ® PROGRAMMABLE LL a s m I =I Iz Q -� I m m � S THERMOSTAT I 2 6 --------- Q m Z N I cv I SHOWER i HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL I $, -------r-- 2468 2868 / — - - INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. _ _ _ STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6 dla. DUGT5 N L A N j 36" GUARD [R312.1] �� r Q m — — —I abe (- _ CD 2abe SLOPED GEILIN6 �� CONNECTED To HEALTHY CLIMATE WEATHERHOOD KIT MODEL C15PO7 ------------------------- `� �— — —� A.G. f .ET RNJ m SMOKE b G.O. HALL I �- ---�� „ HVAG EQUIPMENT IN ATTIC / (2)-2x10 DOOR HEADER I I _� FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dla. DUCT GAS OR PROPANE FURNACE: LENNOX ELI96UHO-10XE36B SLOPED x DETECTOR (TYP) I GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201b4g570 � GEILIN� I �— — — � IN BEARING WALLS AS SHOWN p m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. /—\y (2)-1.75x11.675 LVL FLUSH_HDR (TYPICAL-5) - j - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 1811 HEATING GAP: 64,000 Btuh;AFUE = gb.l : --_-_-_--_ _ _ ®POST UP ALL DUCTS INSULATED TO R-4.2 _ _ � _ sae —— —— —— —— I INDOOR COIL, LENNOX GH35-30B+TDR 2868 2868 - TRIPLE GJ UNDER P05T 1- I � I" 81510 INSUL I BEARING WALL 17 (ENGINEERED DE51GN) i I I r,- INDOOR TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: j OUTDOOR UNIT: LENNOX MLI4XGI-036-230G;AHRI 203374680 pN ATTIC f 12" x 12" AIR 36 GUARD[R312.1] i U m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM J COOLING GAP: 34,600 Btuh;SEER = 15.10 ACCESS DOOR i X AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. INSTALL IAW MANUFACTURER'S SPECIFICATIONS z _ TRANSFER GRILL m I i— O I 2x44 O N�! LAUNDRY IN GEILIN6 - z z N I I I I QQD p j 2x10 STUD WALL AT 24" O.G. V I MASTER BR SUITE 2 NFU' F m w I _ HVAG R.A.G. CHASE - r F Q g' Ht TRAY GEILIN6 w,I.G. j (MI5�2] DRYE WASHER m OPEN TO BELOW O � ; Z W Z DRYER EXHAUST O p to l 1 I i (n (n Z IV \ t N 2x6 GJ AT Ib" o.c. N i i JJ--1 —J O W V _ Z � � z - 7 ; BEDROOM 3 < � cv 12" ABOVE PLATE I Q — dJ Z W - I 6'-0 I/2" b'-0' G Ht v m 3 I/2 3 1�2" o o I 1Q v 'I�' lf1 r O Z ------------ X10'-O.. 14'-5" 2 3 I IL' J1-1 O Z z DOUBLE WALL STUDS _ Q O I i i c 3 I/2" E i Q 1LI W N I I I I I I N < ^0 1)t (2)-2X10 HDR N i N O> < 2668 12'-5" 7511042 EYEBP,'OW PIG 1--------------------------- ---Al� V 1 6 O QSLOPED GEILIN6 m \ Z (2)-1.75 x 11.675 LVL HDR N <-------- WALLLINE BELOW • -- (ENGINEEREDDE516N) N I -----------------------------------------------� E 2x6 GJ AT 16" oz. m e,452 =, PLATE HEIGHT j O 6452 q'-5" ABOVE SUBFt11001R i x--11 I I I I I I I I i AIR SEAL.I NO NOTES Fr L-- WALL LINE BELOW +t." ��t+Rr•j'C. •ry:�yl� , . , TABLE R407.4.1.1 -202U i----------------- ------------------- AIR BARRIER AND INSULATION =: *" -.> r f f4''r- '• INSTALLATION ------------------------------- COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION -------------------- CRITERIA - ------ o1 - -- y r A continuous air barrier shall be installed in the -------------- building envelope. L-- -------------J r.Cr .s••a,.n er4Js... General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as a sealing material. 6' :: 6-b -6 7'-6 7-6 2'-6 3-O <�o, • continuous air barrier. C �Ic n A V !1 t Breaks or'oints in the air barrier shall be sealed. DRI V ERtD NIH I 2 2 2021 The air barrier in any dropped ceiling/soffit shall be 6'-4" 13'-O" ID'-O" i5'-O" 5'-6" aligned with the insulation and any gaps In the air barrier shall be sealed. The Insulation In any dropped ceiling/soffit Ceiling/attic shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors tc unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a m aterial having a therm al G 7 O J resistance of R-3 per inch minimum. SECOND FLOOR� FL-AN W LL � Walls The junction of the top plate and the top of exterior A � LL � r walls shall be sealed. Exterlorthermal envelope insulation for SCALE: (/4" = I ft O from ed walls shall be installed in substantial A_g to Knee walls shall be sealed. contact and continuous alignment with the air Q O barrier. O Windows,skylights and doors The space between window/doorjambs and framing,and skylights and framing shall be sealed. Rim joists Rim joists shall Include the air barner. Rim joists shall be insulated. Floor framing cavity insulation shall be Installed to maintain permanent contact with the underside of subfloor decking. Floors including cantilevered floors The air lbarrier shall be installed at any exposed Alternatively,floor fram Ing cavity Insulation V / shall be in contact with the top side of 1 LL O �- and floors above garages. edge of Insulation sheathing or continuous Insulation Installed SOLAR-READY p en the underside of floor framing;and CERTIFICATE O O x extending from the bottom to the top of all — U Q 0 erimeter floor framing members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided is home has STRUCTURAL DESIGN NOTE LU L W Crawl space walls covered with a Class I vapor retarder with instead of floor Insulation,shall be incorporated features at P overlapping oints taped. permanently attached to the walls. the time of initial In accordance with the 2020 RGNYS; structural < Duct shafts,utility penetrations,and flue shafts F- Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood, steel and _ sealed. Installation of solar steel/wood composite columns, beams, headers and d Q �j OL Batts to be installed in narrow cavities shall electric. girders that: F- N (n be cut to fit or narrow cavities shall be filled N arrow cavities with insulation that on installation readily O — conforms to the available cavity space. The solar-ready roof 1) resist gravity loads, and U W zone Is shown Garage separation Air sealing shall be provided between the garage own on this Y 1L and corditioned spaces. construction Ian excerpt -�W O Recesssd light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained in the prescriptive design O �r Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and is free of 1L provisions of the 2020 RGNYS surface and lc rated. GO uk obstructions that would O UIT IL Ea 0 In exterior wails,batt insulation shall be cut ❑ IT limit placement of solar were designed in accordance with O neatly to fit around wiring and plumbing or Plumbing and wiring insulation that on installation,readily pane s. ANSI/AWG NDS-2018 with 2018 supplement. m conforms to available space,shall extend -I behind piping and wiring. Plastic conduit for future J Structural elements such as walls and fenestration The air3arrier installed at exterior walls adjacent to Exteelectric Wirin has been Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be nsulalls tedacentto showers and tubs g that: showerortub. shall be insulated. � installed through walls at The air iarrier shall be installed behind electrical CONDUIT the locations shown to DATE: MAY 2021 Eleccal/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the installation I) resist wind loads, and tri boxes shall be installed. of wiring between t HVAC supply and return register boots that e HVAC register boots penetrate building thermal envelope shall be sealed electric service panel and velop2) are not contained In the prescriptive design 2nd FLOOR g to the subfloor,wall covering velop Ing penetrated roof-mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN or ROOF ZONES bV the boot. panels. Where required to be sealed,concealed fire were designed In accordance with A5CE 7-16 wind sprinklers shall only be sealed In a mannerthat is provisions and acceptable engineering practice. DRAWING NUMBER Concealed sprinklers recommended by the manufacturer. Caulking or E= other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkler cover plates and walls annotated "ENGINEERED DESIGN." A _ orceilin s.. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC 5ERVICE PANEL [TIO5.10] 5 z O BWL A BWL B BWL G BWL D BWL E BWL F v 8'-6" 12'-8" I I'-411 13'-8" 5'-6" i i I I i I '-4" i I I i I 0 BWL I ----i--------i--- --- - I --------- -- 3,--„ ss 3-4"-I- --I--- W 2-1 3 = I m N is - ----- ------- - cv �r Iz 51_6 (n 41 .011 - -_ -- BWL 2 --- �_ _--- ----- -- --- -- I I BRACED WALL PANEL CALCULATIONS Lf iv Wind Adjustment Factors -Table R602.10.3(2) (p.187) N I u Upper Story __ .. m IO _ Numbered Lettered 6L-4 Wall Lines Wall Lines Comment - I - I I Exposure Category 1.00 1.00 Exposure B; 2-Sty BWL 3 -.---� ---- - --- -- -- - Roof Earle-to-Ridge Height 0.98 0.98 9'-8"; Roof Only I I Story Height 0.93 0.93 Number of Braced Wall Lines 1.30 1.60 3; 6 I 6'-4" �I' „r ,-_ 4'-6" 4'-6" , Additional 800 Ib Hold Down 1,00 1.00 NIA Gypsum Board Fastening 1.00 1.00 NIA 1 11 11 Wind Factor Total 1.185 1.458 Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor Line Method Line Spacing Required Total Required Length Status (ft) Bracing (ft) Bracing Provided (ft) S�G01�1� STOfi�Y �1�1L. �'L�1� 1 WSP 10.75 3..19 1.185 3.7$ 25.19 0{< ,, \\ SCALE: 3/16 = 1 ft z V 2 GB 12.33 6.55 1.185 7.76 52.69 OK n- 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK � B GB 10.58 5.76 1.458 8.40 17.67 OK � V � wz C GB 12.00 6.40 1.458 9.33 23.00 OK } �_ Z <� ?w D GB 12.50 6.63 1.458 9.67 25.42 OK - d) z w E GB 9.58 5.50 1.458 8.02 17.83 OK lu O z O F CS-WSP 5.50 2.50 1.458 3.65 13.5$ OK Q O z B�yL G BWL H BWL I BWL K Q-J I 22'-5" � 8'-7" � 43'-9" � Q Wind Adjustment Factors -Table R602.10.3(2) (p.187) O > 4 Lower Story z <p I -- - --.-.------- I Garage Garage Dwelling Dwelling < Q ___.�........_._... ...... ......�............._"__,_ .__.____.- __.. ._.._, Numbered Lettered Numbered Lettered Comment Q I I Exposure Category 1..00 1.00 1.00 1.00 Exposure B < 7- Roof Roof Earve-toHeight 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling - I i Story Height 0.98 0.98 1.01 1.01 9'-8" Gar, 10'-2" Dwelling Q -4-1011 -O-' --3'-11111 a'-6" Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling . I _. ____- _ I _ _-_ Additional 800 lb Hold Down 1.00 1.00 1.00 1.00 N/A BWL 4 -- -- ---_------- Wind Gypsum Board Fastening 1.00 1.00 0.970 11 00 11450 NIA I ell Braced Wail 130 mph Total Bracing ,s. k. Braced Wall Bracing Wind Factor i, Line Spacing Required Required Length Status + 'fIt I Line Method Total BwL 5 Bracing (ft) Bracing Provided (ft) C`P Garage m 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK DENVER EQ ����Y 2 � 2021 PLYWOOD 5HEATHING BWL J I G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK PLYWOOD SHEATHING � UNDER WALLBO'RRI:� I PLYWOOD SHEATHING H WSP 22.42 5.48 0.970 5.32 6.00 OK ' I ' UNDER WALLBOARD i Dwe l l i n UNDER WALLBOARD ---____- s g -1 4 CS-WSP 17.08 6.98 1.600 11.17 21.25 OK O -- --- ; 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK O dl -- = 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK O ti 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK IL BWL 6 - -- - ---- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK So (� r H WSP 8.58 5.00 1.450 7.25 15.58 OK Z I CS-WSP 20.42 11.73 1.450 17.01 29.08 OK m J CS-WSP 21.85 12.52 1.450 18.15 20.42 OK PLYWOOD SHEATHING - - 18 38 1 450 26 65 35 67 OK - O 1!1 PLYWOOD SHEATHING ; K CS WSP 32.75 Q v (y UNDER WALLBOARD UNDER WALLBOARD ; O PLYWOOD 5HEATHING r I f I ; UNDER WALLBOARD Q vU0. LL I o o Z _I -- " -- -------- 4'-10" �- ---- �� �- BWL -r - - - .� 41 - 4'-10" �'-O" 4'-10" w i I I I otu o0 IL IL 11 1 1lJI - o m I I 22'-0" I 21'-a" , DATE: MAY 2021 1L WALL BRACING PLAN F I RST STOR r BNL FLAN DRAWING NUMBER SCALE: 3/16" = I ft A == & Z 13 TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,e,d, e, g GROUND SNOW LOAD(psf) z 2017— 30 %3 RAFTER RAFTER W SPACING Roof span(feet) p SLOPE (inches) 12 120128136112 120 1 28 136 !L Required number of 16d common nailsa,b per heel joint splices',d•e O 12 4 6 8 10 4 6 8 11 z _ 3:12 16 5 8 10 13 5 8 11 14 ii O 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 D Z 12 16 4 6 8 10 4 6 8 11 SOLAR-READY ZONE [TiO3.3] 4: 24 5 8 l2 15 5 9 112 16 PROVIDES 36" WIDE ACCESS PATHWAYS FROM EAVE TO RIDGE WHERE SHOWN �• 12[R324.6]. THE SOLAR-READY ZONE SHALL W 3 4 5 6 3 4 5 7 1�K REMAIN CLEAR OF 055TRUCTION5 SUCH AS 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETC. [TI03.4] (TYPICAL-3) ROOF LINE 12 3 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 0 WALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] �Q 12 3 3 4 4 3 3 3 4 INSTALL 2"4) VERTICAL SCHEDULE SO PVG 6 ROOF BELOW m T„y« T ROOF BELOW � ,2 o o 9:12 16 3 4 4 5 3 3 4 5 CONDUIT THROUGH ALL WALLS TO ATTIC, WITH s (Y + TEMPORARY PLUGS OR GAPS AT EACH TERMINUS �_ ..........u_o_.._,_,.. ., � ry 24 3 4 6 7 3 4 6 7 [E3502,3.21. �j 2110 RR AT Ib” o.c. 2x10 RR AT Ib" o.c. h x Q E N d 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 ROOF LINE -n - - 24 1 3 1 4 1 4 5 3 3 4 1 6 1 I ' .J ,_.r,..... I:..,, u... ........ ..:. ...: �1 1 � Q N WALL LINE � " � - ------ .� � ,.. J � ;. ) For SI: 1 inch=25.4 mm, 1 foot=3048 mm, 1 pound per W square foot=0.0479 kPa. z' a. 40d box nails shall be permitted to be substituted for 16d common nails. x 2x6 RR o.c. b permitted to be reduced 25 AT Ib" Nailing requirements shall be e ' __ . . /}• � ' , ' ; Q� percent if nails are clinched. o c. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. P�GGE55 ROOF - ----i i^ d. Where intermediate support of the rafter is provided by -- --- --- ---- - AGGE55 ROOF vertical struts or purlins to aload-bearing wall,the O _ _,.__.-_ -•.•, __ i, ;__-_i_ z i., tabulated heel joint connection requirements shall be X i: _ J i i N �r J N permitted to be reduced proportionally to the reduction in - - N span. - ._. .. r_m..,..... ,.e, .... ..,.<.w ry . ....,., .,. .x....,.., ....,-Y...� .......,, b:. ,.......,.,._...... .,.... ,.:.. w..,. ,.,.,.. Q e. Equivalent nailing patterns are required for ceiling Joist to ceiling joist lap splices. f. Applies to roof live load of 20 psf or less. 1.75 x 14 LVL STRUCTURAL RIDGE f x 1 Tabulated heel joint connection requirements assume V 1 POST RIDGE DOWN TO BEARING / N g that ceiling joists or rafter ties are located at the bottom W WALL AT 12'-0" ON-CENTER OR LESS POST DN a g J 2x12 RIDGE - _ 2x12 RiDGE'i p g ' � � of the attics ace. Where ceiling joists or rafter ties are � � m W O located higher in the attic,heel joint connection (� requirements shall be increased by the following factors: `� ? j —EXTEND RIDGE TO J �_ O W I BEARING WALL AT 3 0 H /H Heel Joint Connection Adjustment Factor Q V < — Z GARAGE ROOF BELOW l , _ ALL VAULTED - c x J b CEILINGS � ` l 1/3 1.5 0z z O r Q p 1/4 1.33 � �` QL UJ O :'1' I ' 1/5 1.25 ►� �/ <J1 m� � ° 1 Q ;i a 1/6 1.2 a- nO, O > < r 0.O, 1/l0 or less d Q O �,y } �� to X v" Q �s N , where: / O X dJ — H Height He h of ceiling joists` t o s s or rafter ties measured vertically F u v i all �' c N Q l X 2x6 RR AT Ib" ox.. above the top of the rafter support walls. r HR=Height of roof ridge measured vertically above the top of Q — 2x10 RR AT 16" O.C. — 2x10 RR AT I6" oz. � the rafter support walls. , I i ' HALL LINE 2x10 RR AT 16" o.c. E 2x10 RR AT Ib" o.c. Y�:a+!"",•`�1°"";, � ROOF LINE ROOF LINE ROOF BELOW + - f tt .1(rlsl f PORCH ROOF BELOW WALL LINE %,J; E ,.•r[?p.�.. DEIJI E12t1J 1AY 2 2 2021 ROOF LINE -- i Q J 0 O � Q i 50 Ix m ROOF FLAN �o O SCALE: 1/4" = 1 ft O v NZ lI� O ri ? Z O o LL - N STRUCTURAL DESIGN NOTE v a- z In accordance with the 2020 RCNYS; structural � d d �-- v Z elements such as engineered wood, steel and 0- I steel/wood composite columns, beams, headers and Q 1L girders that: N 0 1) resist gravity loads, and v lu Y IL 2) are not contained in the prescriptive design O w o provisions of the 2020 RGN(S IL were designed in accordance with m ANSI/AWG NDS-2018 with 2018 supplement. p J Structural elements such as walls and fenestration that: DATE: MAY 2021 I) resist wind loads, and 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed In accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A -7 ROOF -------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------i 2x EXTERIOR WALL Z I> o Im i v I I � - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - '—' - - - - - i 6" CL05ED-GELL5PF INSULATION O STUD TO FLOOR JOIST tJ I I I I ( I I 51MP50N COIL STRAP � ______________________ I (4)-Sd NAILS AT EACH END O LLCEILING -----------{-------- -- ---------------------------------------------}----------------------------------------------------------------t--------------------------------- y LAUNDRY I I I FAMILY BATH �_ I — — —— MA5TER BATH I j 2x SOLID BLOCK B AIR-SEAL BETWEEN FJ i _ _ _ _ - - -�- - - I I - - - -1 - - - - - - - - - -1 - - -- --1 I ; 2x RIM BOARD >i I I > � > j_ >I I I > I > I > I ? I > I z 1 I I CANTILEVERED FLOOR JOIST - I WG I I I I I I -I WG I Io WASHER I I I LAV. I I LAV. LAV. I I I --- -i{b" OSB 4 VINYL SOFFIT Q Ll-fr TUB I I TUB f pf 1 5HONER I FLOOR JOIST TO WALL: # (� 2nd FLOOR I I I I I 51MP50N H2;(5)-Sd NAILS TO FJ a (5)-Sd NAILS TO STUD _ u 2x EXTERIOR WALL --- ------ -------- \\\ --- ----- --- --- ---- ---------------------------------------------------- 0 ALTERNATE WHERE FJ/STUD MI5ALI&N5: 211 I I -- -- ------- 2 W --- 3' W----- 1-1/2 W r I-I/2' W I-I/2 W 2' W 3 W 2' W I I FLOOR J015T TO PLATES: 2 yy I ( G.O. 2� W 3" W I I G.O. 2" W 3" W I i SIMPSON H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES ---------------- ----------------------------------j 51MP50N H2.5;(5)-Sd TO PLATES, (5)-Sd TO STUD Z PLATES TO STUD: . 1 ------ - ---- --------------- --------- --------------------------------------------------- I----------- -- CEILING POWDER — BATH I 2x ROOF RAFTERS AT 16" O.G. ._ — — — — — — KITCHEN I USE GALV. HURRICANE TIE BETWEEN — � - - - - - - - - - - - - - -- - -� — - - - - - - - - - - - - - - - - - - I 2x ROOFRAFTERNDT16"ROOF BEAM RY RAFTER HE I _I ,I �I �� DETAIL AT FLOOR 2x CEILING JOISTS AT 16" O.G. v u� l j USE (3)-Ibd NAILS AT RAFTER CANTILEVERS 4 SETBAGfG5 HEEL JOINT CONNECTION .(� X KIT SINK X I WG X 1 WC I IROOF BEAM (5EE PLAN FOR SIZE) V / cv DW LAV. LAV. I i SCALE: NTS UO3A PRESERVATIVE TREATED A55EMBLE WITH 10-d NAILS I 12" O.G. 5ORED ALONG LENGTH I I 5HOWER I 15t FLOOR _____ ___________________________________ __________ I VENTED VINYL SOFFIT 1x8 TRIM BOARD -------------------------- --------------------- --------------------------------- 211 ------------ ------- --------- --- ------------------ I-I/2" W 3" W I-I/2" W 3" W 2" W I UPLIFT CONNECTIONS: 0518 6ALV. COIL STRAP 2" W 2" W I USE (2) AT EACH POST, TOP $ BOTTOM G.O. II G.O. 3" W G.O. 3 W 5/4"xb" DECKING (4)-I0d NAILS AT EACH END -------------------------- ------------------------------- ----- --- -------------------------------------------------- ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS CEILING " (2)-Sd THREADED NAILS OR G.O. `} W 4" W - —II F.A. . (2)-No. 8 WOOD SGREW5 AT 4x4 WOOD COLUMN 4" W r 4:: EACH SUPPORTING MEMBER U036 PRESERVATIVE TREATED [R501.1] REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS UG35 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROW5 OF IOd NAILS FLUME3I NO R 15ER D I AORAM / UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R501.5] _/ I TO APPROVED SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE 4x4 WOOD POST BASEMENT FLOOR UG3B PRESERVATIVE TREATED ---------------------------------------------------------------------------------------------------------- __-------------------- PB44HOT-DIPPED Z 6ALV. 1n�, P05T BASE ANCHOR 1 I 1 m 1- J t-1 to I� 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 d 1, Z a VERTICAL REBAR ON }- '-1� � �W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE (� Iv �-- < >r O Z TYPICAL ROOF R-3q BOTTOM u z 13)- ASPHALT ROOF SHINGLES OVER 15# FELT OVER lu < >. 11! to ® O " STRUCTURAL PANEL SHEATHING OVER Q-1 -� Q/ 2x10 RAFTERS AT I6" O.G. TYF I CAL FOROH DETAIL p y < d R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) �.. 1.15 x 14 LVL STRUCTURAL RIDGEWITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.41 SCALE: NTS is) N < Q (5EE ROOF PLAN FOR P05T LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] z c� RI [,-)0E TENSION. STRAP: WRAP STRAP OVER RAFTER 12 (5) 10-d COMMON NAILS AT EACH END OF STRAP b z SS I _ I I -x-1'-x ��..= x .uxx.u.xxy} III I I I I I I 1-1-LI I I I I I I 11 111E 11 11 11 11 111E I I I I 2x4 GO LAR TIE GABLE WALL INSULATION AT 48" O.G. (OPTIONAL) r CONTINUOUS: R-5 I-INCH RIGID FOAM XPS ,.,.., CAVITY: R-13 2" SPF t ��R.''`1. �G�. �O'7 (BEYOND SECTION) SEALED ATTIC, (IN01gtCTLY GONDITIONED) rt- T530G STRAP-TIE :. •a.'IJ','`'2 SOLID 0 ACH RAFTER : I �r�c:,� 2x6 GJ AT I6 O.G. (DO SMOKE 8 G.O. WOOD BLOCKING =�.� DETECTOR IN ATTIC pr, .� • «' I I P 1-1/4" WIDE 20-OUAOE 3'� jsf »`' •<� GALVANIZED STEEL STRAP ,U' RAFTER TO STUD : EAGH SIDE OF WINDOW AND TYPICALEXTERIOR R- O NOTE: ALL DUCTS SHALL BE � '• !.�'<'> WRAP STRAP OVER RAFTER TE WALL 2 LOCATED IN THE ATTIC, 1/2" GYPSUM 1_p DOOR OPENINGS. INSTALL 2x4 STUDS AT I6 O.G. BOARD FINISH =.3=- INTERIOR SECOND STORY STRAP FROM TOP OF TOP p� (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO )AGK STUD. tJ IVR D fdNY Z Z 2 21 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW IAW MANUFACTURER5 SPECIFICATION R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. O HEADER = LENGTH ABOVE I Q VINYL 51DINO OVER HOU5EWRAP OVER R-5, I" XPS INSULATION WHERE RAFTER ALIGNS WITH STUD BOTTOM OF HEADER OVER 1/2" STRUCTURAL PANEL SHEATHING G5-HSP - R-13 2 CLOSED-CELL z HALL m LAUNDRY W.I^G. SPF AT RIM JOIST N N BEYOND SECTION (2)-1.15 x II.b15 LVL -1 DOUBLE-FRAMED ~ Q 0 STAIRWELL (TYP) 3/4" SUBFLOOR N 11.815 TJI-560 FJ AT 16" O.G. p d 5 O m i TYPICAL INTERIOR WALL 2x4 STUDS AT 16" O.G. I I (3)-1.15 x I1.b15 1/2" GYPSUM w NALL STUD TO NALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FINISH STRAP OVER OR UNDER SHEATHING Y2" GYPSUM WALLBOARD ON BOTH SIDES (4) 8-d COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 1st FLOOR PLATFORM R-13 2" GL05ED-CELL 2x8 PLAT 11 0 V 1 z WOOD FLOORING OVER I I I - TENSION STRAP I NO o< 3/4" PLYWOOD SUBFLOOR SPF AT RIM JOIST I^I �I G _ 2 x 10 FLOOR JOISTS AT I6" O.G. 1 I c0 AT NALL OPEI `�I N/-'✓ � � Y ° � GRO55 BRIDGING AT M105PAN L./ O _ '— Q O SILL CONSTRUCTION: Lu I/2" GYPSUM I I HALL PANTRY 50ALE: NT5 w Lu 2x6 P.T. (1063B) SILL ON TERMITE SHIELD BOARD ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINISHI I (Y Q V 7— (5EE TYPICAL WALL DETAIL) STAIRS INISHED FLOOR F— Q I— W O QQ n (2)-1.15 x 1 /� INISHED GRADE J STUD TO SILL PLATE : FIN15H GRADE LVL GIRDER J Y LL � W WRAP STRAP UNDER SILL PLATE PER CODE SLOPE b" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LAO 5GREW5 O • 1 (6) 8-d 13 COMMON NAILS AT EACH END OF STRAP -j BASEMENT 0 = 2xa PLAT w = (I ND I REGTLY CONDITIONED) li SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET cl N p o FULL HEIGHT R-11 BLANKET WALL i- O A Q INSULATION AS MANUFACTURED BY H m GERTAINTEED CORP. ASTM E84 MAX. 1/2" GYPSUM N FLAME SPREAD INDEX s 25 . BOARD m MAX. SMOKE DEVELOPED INDEX 5 50 FIN15H 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: MAY 2021 36" x 36" x 12" DEEP P.G. FOOTING SECTIONS 4 a" POURED CONCRETE FOUNDATION STEM WALL w/(3)-#4 REBAR E.W. DETAILS UPON Ib" x 8" Ht CONTINUOUS P.G. FOOTING H I O+�-1�I I ND UPLIFT STfi�APi�I NO MINIMUM 3'-O" BELOW GRADE SCALE: NT5 D G UMBER SECTION A NOTE: ALL METAL STRAPPING SHALL BE I I/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE; 1/4" = I ft A — a STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE5IDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Buliding Code- - 19 NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES �= and publications Incorporated by reference therein. 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be issued by the 1= WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A cop of the building permit V and approved construction documents shall be kept on-site GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DEVON WIND SPEED: OBTAINED FROM until po ect completion. SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:Ilhozards.atrouncll.or FOR THE PROJECT LOCATION: p p Speed Topographic Special wind Windborne HAZARDS p 9 N LOAD (mph) CATEGORY Weathering Termite TEMP REQUIRED INDEX TEMP ° Z ( p ) effects region debris zone depth N 41.0031 W 72.5665 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DE516N PROFESSIONAL, A Certificate of Authorization is O WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH =1GURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amoro v 20sf 127 None No No B pSevere 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F 8301 2(5)5 FOR FLOOR FRAMIN6 AND ROOF FRAMIN6. Engineering and Surveying,P.G. ("Desi ner") to provide professional l engineer ng services. However, the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 4 R301.2(3)] AFFIX TH15 51614 IN ACGORDANGE WITH supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE la NYCRR PART 1265. for work performance of the builder. The builder shall Q Elevation Latitude heating cooling factor temperature cooling difference " Immediately notify Designer, In writing, if there is any �fi w COMPONENT AND CLADDING LOADS [TABLE R30I.2(2)] DO NOT discrepancy found between field conditions and plan 60 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. til Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 200 pIf (28'-O" roof 8301.2.1 WIND DE51GN: In accordance with Figure R301.2(5)B,wind N Daily range span, 140 mph, pitch greater than 5:12) [TABLE 8802.111 design Is not required. This building is designed in WW p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pIf accordance with the wind provisions of the 2020 RCNY5. 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 = 80 pIf 8301.2.1.2 PROTECTION OF OPENINGS: This building In not located D (V UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED .4T TOP - in a Windborne Debris Region. u� OF ALL BRACED WALL PANEL5 [8602.3.5]. R301.2.4 FLOODPLAIN: This building Is not located In a flood t(� hazard area. } - 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: AWL t 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) 8301.6 ROOF LOAD: Roof Design Load is based on the greater zi of the Ground Snow Load (20 psf,applied per A50E-1) and NUMBER AND TYPE SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION NOMINAL MATERIAL a b SPACING`OF FASTENERS des gn ted corr corresponds to the 3o psf g R30116. und now Span table to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER b ` OF FASTENER ° THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) support (i ) (inches) 8301.8 NOMINAL 51ZE5: Dressed (umber dimensions specified on 4-8d box(2 y"x 0.113");or 4-8d box(2%2"x 0.113"); or (inches) these plans are nominal sizes. Engineered wood dimensions 3-8d common(2%"x 0.131")• or 3-8d common(2Y2" x 0.131")• or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I Jolsts,glu-Isms,etcJ are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-1 Od 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 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 Imes and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2%2"x 0.113");or 8d box(2%"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 3/ 3 6 R302A 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"); or 0.113 Nail 2 3 6 WAILS AND CEILINGS: gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate 3-lOd box(3"x 0.128"); or Per�oist,toe nail 22 (roof applications also) l Od box(3"x 0.128");or 6" o.c.toe nail 1%2 and Staple 15 and 16 ga. 2 4 8 having a F51 = 15 (retia max. 200) and a 5DI = 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% 4 8 :: :: ; �i �� ; Staple 99 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(2/2 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 %" x 0.162");or Face nail 2-8d common(2%"x 0.131");or 23 3 Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity 23 l x 6 subfloor or less to each joist 3-1 Od box 3"x 0.128" or Face nail /2 and/ I surfaces shall have a F51 s 25 and a 5DI s 450. see plans R802.5.1(9)] 4-3"x 0.131") ( )� 0.097-0.099 Nail 2/ 4 8 for exposed insulation values. 2 staples, 1"crown, 16 ga., 1 %4" long Staple 16 2 4 g Ceiling joist attached to parallel rafter(heel joint) a.p g 8302.11 FIRE 131-00KIN6: Use approved material to firebtock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail „ 2-16d common (3 „x 0.162)3-16d box(3Y2" x 0.135"); or Staple 14 ga. 2% 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 Blind and face nail 0.113 Nail% 3 6 where otherwise specified by the 2020 ROWS. 4-1 Od box(3"x 0.128"); or 3-16d box(3 Z"x 0.135");or 1 Staple 15 ga. 2%4 4 8 8302.12 DRAFTSTOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 1 %4" x 20 a. 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 this 5 g g p 3-lOd common(3 x 0.148 ),or Face nail each rafter ( ) 0.097-0.099 Nail/ 4 c 8 project under Exception 4. to rafter 4-3"x 0.131") t „ „ . 3-16d common(3/ x 0.162 ),or SPACING O FASTENERS 4-10d box '( or,3"x 0.128")• NOMINAL MATERIAL DESCRIPTION a b OF FASTENER AND LENGTH 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed Edges Body of aneld luminaires shall be IG-rated I/A/W N1102.45 with separation 3-16d box(3%2" x 0.135");or 2 toe nails on one side and 1 toe 26 Band or rim joist to foist 4-3"x 0.131"nails;or End nail THICKNESS g y p 3-IOd common 3"x 0.148" • or orches (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate ( )' (inches) inches inches -. nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown (inches) (inches) 4-1 Od box (3"x 0.128"); or or truss' R308.4 HAZARDOU5 61AZIN6 LOCATIONS. Tempered glass or 4-3"x 0.131"nailsNail each layer as follows: 32"o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh 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; LHm W at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. r m Z O 4-16d box(3%" x 0.135");or p LuV W 1 Z 3-1Od common(3"x 0.148");or Toe nail IOd 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 Q ,t dJ z (� 4-1 Od 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 tp - - -1 ly O Z W 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q (11 d= dl Roof rafters to ridge,valley or hip rafters; or roof rafter And: Staple 18 ga., g long,%4 crown Vv o r O 7 finished floorin other than the 3 6 R310 EMEROENGY ESCAPE AND RE5CUE OPENINGS: It Is the ww O 0 L Z to minimum 2"ridge beam 2-20d common 4"x 0.192" • or ( g ) 0. Z Z g 3-16d box(3%" x 0.135");or ( )' Face nail at ends and at each splice % builder's responsibility to verify that window units supplied by Q p- O lu „ „ . 3-10d box(3 x 0.128 ), or 1 4 ion x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for A_ /' A_� w ® O 2-16d common(3 /2 x 0.162 ) or g .� 3-1 Od box 3"x 0.128" • End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q J to SX ( ),or (galvanized or stainless steel)roofing nails(for the finish) � 0 �_ 3-3"x 0.131"nails 1� „ I 8311.-1 STAIRWAYS: Interior stairways shall be re-assembled A- } Q 4-16d box 3 72 x 0.135 ; or 1 a long,No. 8 x .375 head diameter,ribbed wafer-head screws 8 8 O v ( ) wood units. The maximum riser height shall 8-1/4 inches and N O Q Q Wall 3-16d common(3%"x 0.162");or (for tile finish) the minlmum tread depth shall be cl Inches,plus nosing where Z 0 '/ 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail required. Provide handrails per Code. < Q 16d common(3 72"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 1 4 ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above 16 o.c.face nail 1 s 1 3 6 grade, and steps leading thereto,shall have guards that X Z 3"x 0.131"nails 2-1Od box(3 x 0.128 );or 2-8d common / and 16 12/ga. (0.099 )shank diameter conform to Code. 29 Budging or blocking to joist 1 „ „ , Each end,toe nail _ '•4\ 16d box(3 1/"x 0.135")• or (2/ x 0.131 ),or 2-3 x 0.131 nails Staple 18 ga.,Y/,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 8312.2 WINDOW FALL PROTECTION: Windows with sills less than 9 3"x 0.131"nails SPACING OF FASTENERS l s is 1 14 ring or screw shank nail-minimum a 24" above finished floor and greater than "72" above grade corners(at braced wall panels) y2, /s, /2 and/ 6 8 shall be protected per Code. 16d common(3%2"x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099")shank diameter 16d common(3 1/2"x 0.162") 16"o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa'h'` Edges h supports`,' 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected k„««•,�•,P. (inches) 3 6 smoke alarms,carbon monoxide alarms,and heat detection «�` r- }r �i"^•. 10 Built-up header(2"to 2" header with%" spacer) ( 1 ��) (inches) I9 % 2%2 and% 12%ga. (0.099")shank diameter alarms shall be Installed at all locations shown on the plans. tpr- g^ F 16d box 3/2 x 0.135 12 o.c. each edge face nail /2, R, :: Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a. 1 V 6 8 -`'•`•`' t' "' 4 O 5-8d box(21/2 x 0.113 ), or p g g P g g p g � 8315 CARBON MONOXIDE ALARMS: Install at all locations -.`'tr�`c? •�:••�-✓ • - ��'=j 11 Continuous header to stud 4-8d common21/2"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. c,a a`� trt , i�! P•' n „ " „ !/2 4-lOd box(3 x 0.128 ) s � _1 � 6d common 2 x 0.113 nail 1 ion ring-grooved underla ent nail 6 6 8317 WOOD DECAY PROTECTION: Lumbers specified in the sans ( ) 6 12f gYin p p '/„ „ „ 30 /9g 11� " 1 1 " " t 7 as pressure preservative- treated (P.TJ shall be In "iN •, . 1' b E ° 16d common 3 72 x 0.162 16 o.c.face nail (subfloor,wall) 0.200 4d cement-coated sinker nail 6 6 p p ,l�• s+•� Y 1 accordance with AWPA UI for the Intended use and location. � t.. F ,» • 12 Top plate to top plate lOd box(3"x 0.128");or 31 /2 - 1 8d common nail 2/ x 0.131 6 12 Staple 18 a., lou (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless 12 o.c. face nail ( ) p g / g(p ) pp 9 / i -.':., �,w.,ty ;.•, A „ steel,silicon bronze, copper or 1/2" diameter or greater 3"x 0.131"nails 1 _ 1 10d common(3 x 0.148 )nail;or 6 12 Particleboard steel bolts. pp g 32 1 s 1 / 8d 2%"x 0.131" deformed nail ( ) 4d ring-grooved underlayment nail 3 6 R401.4.1 6EOTECHNIGAL: Footings and foundations shall rest on Other wall sheathings /4 Staple 18 ga.,8 long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 D�L.1VERL0 MAY 2 2 2021 8-16d common(3 %2"x 0.162");or Face nail on each side of end joint 1 „ „ psf. Visually graded solls that have this load-bearing value 12-16d box(3 1/2"x 0.135");or :: 1 „ 1/2 galvanized roofing nail, /6 head 3 6 6d ung-grooved underlayment nail 6 10 Include 6W d 6P-gravel and sandy gravel;6M d 6G-sllty and 13 Double top plate splice (minimum 24 lap splice length 33 /2 structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 %"long Staple 16 a 1 %long,4 crown 3 6 cla a gravel;5W 4 5P-sand and gravely sand;5M 4 5G-silty 12-lOd box(3" x 0.128"); or � p g ., y y p each side of end joint) 3 and clayey sand. Unsuitable subsoil material encountered -1 12-3"x 0.131"nails 1 / galvanized roofing nail, /6 head 1 Y8 6d ring-grooved underlayment nail 6 10 durl excavation shall be excavated and replaced In-situ O 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple le 16 a., 1 %" ion 3 6 /' s s a with /4" crushed stone to a minimum de th of 8 inches or ROBE. = U p g g Staple 16 ga., 1 /long, /crown 3 6 p 16d common(3/2" x 0.162") 16"o.c. face nail 1 „ d 1 1/2" galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls,foundation walls,exterior O O Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing t „ T 7 7 walls and other vertical concrete work exposed to the . 0 1-- 14 blockingnot at braced wall panels) ( ) compressive strength of f°=3,000 sI at 28 days.16d box 3/ x 0.135 ,or 3 „ al e W or S weather shall be air entrained stone concrete with a minimum 1 „ • 1 2 long; 1 /4 screws, Type For SI: 1 inch-25.4 mm. tT .0 ( p ) 3 x 0.131 nails 12 o.c. face nail s � d 1 / galvanized roofing nail; staple galvanized, p g p ay . Porches, r0 p 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. carport slabs and steps exposed to the weather,and garage Z 1 „ „ 1 / long; 1 / screws,Type W or S g p p floor slabs shall be air entrained stone concrete with a O 3-16d box(3/ x 0.135 )• or 3 each 16 o.c. face nail � - � Bottom plate to joist,rim joist,band joist or ' b. Staples shall have a minimum crown width of 16-inch on diameter except as noted. minimum compressive strength of f,,-3,500 psi at 28 days. 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 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. 1- blocking(at braced wall panel) " s „ 6 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, .e., o a minimum O In 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 37 /4 and less 8d common 2 4"x 0.131" nail i t nimum 0 4-8d box(2%"x 0,113");or ( ) d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3-O below finished grade. 3-16d box 3%"x 0.135" , or „_ „ 8d common(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. 8404.1.t BAGKFILL: Backfill shall not be placed agalnst. ,^ 0 z 0 ( ) 38 / 1 6 12 v / Toe nail 8d deformed(2 V2 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 to N 4-8d common(2%" x 0.131");or y • P i d � �- 4-1 Od 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. O _ �- 4-3"x 0.131"nails 39 14" - 1%" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O - �-- p 8d deformed(2/ x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - V U � 1L 6 3-16d box(3%" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus w w 0 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=2.0 x l0^6. v OL 2-16d common 3%2"x 0.162" ; or End nail I Z 3-1Od box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall <1 Q- V 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and beTABLE R602.33 Douglas fir-larch No. 2 or better. studs shall be a minimum �` A- 1�1 < _ sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. X 1- < _iQ 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,a 8102.3 GYPSUM BOARD: All interior walls to be covered with}�" I�- O• 17 To later laps at corners and intersections t :: :: ( )' g g WALL SHEATHING USED TO RESIST WIND PRESSURES al In Top p p 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 0 - SV 3-3"x 0.131"nails noted on plans. -1 _ b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V AJ " ;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 MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED Vult R'703.3 SIDING: Exterior wall covering shall be vinyl siding tested V 1L 3-8d box(2� x 0.113 ) p pP P g NOMINAL � 2-8d common(2 4"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 ui 0 PANEL SPAN SPACING with fasteners in strict accordance with the manufacturers 4 x 18 1"brace to each stud and plate 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). THICKNESS Instructions for high-wind regions. Use stainless steel nails for 1 ( ): Penetration RATING (inches) Edges Field Wind exposure category dg 9 !L C3 f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size orches ) fastening vinyl siding on buildings located within 3,000 feet of uj 2 staples 13/4" (inches) ( ) (inches o.c.) (inches o.c.) B C D the ocean line, N inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less � m 6d Common 1.5 24/0 / 16 6 12 140 115 110 g O 3-8d box(2 4"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 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2%"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall be -► 19 1"x 6" sheathing to each bearing 2-1Od box3"x 0.128" •),or Face nail 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 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 13/4" long sheathing shall conform to ASTM C 208. (2.5"x 0.131" 1.75 24/16 16 24 6 12 140 1 115 1 110 8806 ROOF VENTILATION: Soffit vents shall be provided with a minimum net free ventilating area of Xso of the area of the DATE: MAY 2021 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the soffit. Attic Is unvented. 3-8d box(2 y x 0.113 ), or p blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y"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. vented ASPHALT 5HINOLE5: As halt stri shin le, wrappers shall pp Y g q g• g g p g p � [' � 9 Pty 3-10d box(3"x 0.128");or be labeled to Indicate comp lance wit 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, 1"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 ASTM rda accordance with the I aClass ufa twer'ssholl Instrc tiofastened achieve p , g P p pp pypY g p 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 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 g Wider than 1 x 8 b. Table is based on wind pressures actin 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 4"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 p g y g 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 4"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 RI006.2 AIR SUPPLY: All combustion air for factory-built j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. 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., 1 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. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS ( 1 ) Load bearing or braced/Shear wall m -7 Plate nail-16d 0.135"x 3/z" at above(must stack over wall below) 1 Plate nail,16d 0.135 x 3 y2") 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135' x 3/") ( When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: 1%"TJ®Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists at 16"on-center 1 �, No load bearing at 16"on-center trim sheathing ton ue at rim board z" at 6"on-center /a TimberStrand® LSL or TJI®joist. g Z 9 P Web stiffener g g 16"on-center 8d(0.131"x 2y ) 1y"hole may be cut Blocking Anel: 1 wall above Min.distance from Table A Min.distance from Table B Y 1'/a"TJ®Rim Board,1X" Plate nail-16d(0.135' x 3/") Blocking panel: anywhere in web out- F required on both Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT side of hatched zone TimberStrandO LSL or at 16"on-center' 1/e"TJ®Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cut or notch flange. TJ joist Floor panel nail- 9 1 boundary nails, at B3W ONLY 1/a"TimberStrand° LSL 8d(0.131"x 2/z')at 6"on-center 1 „ 1 „ or TJI®joist 8d(0.131"x 2/2 )a 1/a TimberStrand® N Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. yl Web stiffeners 6" O 6" O each side at A3._W B1 tstiffeners � required on both nail Toe nail-10d(0.131" IIII I sides of both joist 6" L1 2 x D, D, Closely ged round L2 x LDz 6" 6Toe nail, Toe nail, 1Y"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center { ►Wl _ ends at B4W ONLY No Held cut minimum Holes are permitted if minimum No Held cul vo not cut 10d(0.131"x 3") 1 Od(0.131 x 3") TJI®rim joist thickness exceeds 8 12 re uired DON T holes In (applies to all holes the group perimeter holes m holes larger 0 at 6"on-center at 6"on-center only)or min q End of joists at hatched meets requirements for hatched u 1/a"TimberStrand® LSL. trim sheathing tongue on both sides at B1 W cut holes in cantilever except knockouts) q than 1/z•In For rim board thicker than 13/4" 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 1 Od(0.128"x 3') of support W Toe nail-10d 0.131"x 3" required on both Must have 1%"minimum ( ) Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required Table A - End Support at 6"on-center* P P 9 9 P Y q * sides at Al W ONLY * joist bearing at ends. Attach �r support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may berequired with braced/shear 63 63W with braced/shear walls above or g4 B4W Minimum distance from edge of hole to inside face of nearest end support Z kn Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 O O below-see detail B1 O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE _ O O *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 A3.4* DEPTH 2" 3•' 4" 5•' 6Y" 7" 88" 11'. 13" T• 3" 4'• 5•• 6Y" 7" 87/" 11" 13" Q (1 O O O O y N/ Nail through 2x cantilever,wood backer and 110 r-o^ r-s^ r-o^ 3'-0" s'-o" r-0" r-6" 2••6" T-6" 4'-6" Weyerhaeuser installation Guide for Floor and Roof Framing,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ®Rim Board or 1%"TimberStrand LSL. BlockingTJI®joist web with 2 rows 10d(0.148"x 3") for Floor and Roof Framing,TJ-9001. 9'/" 210 r-o" r-s" r-s° 3'-0" s-s" r-o" T-o" z'-6" a'-o" 5'-0" g Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" 2'-0" 2'-6" T-6" 5-6^ 1'-0" 2'-0" T-0" 4'-6" F-0" (� vi top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 r-6" 2'-0" T-0" a'-o" 6'•0" r-6" z'-s' 3'-s° s-o° 5'-s" with connections equivalent to floor panel joist flange widths. 58o r-6" 2'-6" 3'-6" 5••0" T-0" 2'-0" T-0" 4'-0" s'-6" 6'-0" .• c• m I11%"- 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 5'-6" 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" # 6'-0"length of TJI joist 8"diameter maximum hole for 1ya"TJ®Rim Board 1Y"TimberStrand® schedule. 210 1'-0" 1'-6" 2'-0" 2'-0" 3'-°" 3'-s^ s'-o" 1'-0^ 1'-s" z'-s" 3'-0^ 5'-0" s'-s" 6'-s'• _ reinforcement and filler 16"deep blocking panels;6"diameter 4'-0"length of g^diameter maximum hole for 117/6"- block.Use 4'-0"length maximum for blocking panels 9yz"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11% 230 1'-0" 1'-6" T-0" 2-6" T-0" T-s" 6'-6" 1'-0" 2'-0" z'-6" T-6" F-6' F-6" T-0" ILI one each at to and bottom flange. with one 8d(0.131"x 2y2") 360 r-6" T-o^ T-0" T-6" 4'-6" 5-0" T-0" 1'-6" 2'-6" T-6" 4'-6" F-6" T-6" T-s" f 1 3/"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11'/"TJI or shorter than 12"long. P g F1 applies to sso 1'-s•' 2•-s• 3'-0" a'-o" 5•-s~ s'-o" e'-o" z'-s" 3'-s" a'-s" 5'-6" 7'-0" 7'-s^ s'-o° 8"diameter maximum hole for 11 one side at E2,both 1 " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner maximum for blocking panels 9/2 j 110 1'-0" T-0" 1'-0" P-0" 1'-6" 2'-0" T-0" 5'-6" 1'-0" 1'-0" 1'-6" 2'-0" T.6" 4'-0" 6'-0" 6'-0" with one 8d(0.131"X 2y") Y 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" T.6" V-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6"Web stiffeners %6"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. Horizontal blocking uniform) Load from above required on both diameter maximum for blocking Do not cut flanges. lye"TJ®Rim Board 1ya" Hall at each corner panels between each loaded joists 14" 50 v-0" 1'-o" 1'-0" 1'•s" z'-s" 2'-6" 4'-0" T-0^ 1'-0" 1'-0" 2'-0" T-0" 4'-0" 5'-0^ T-0" 9'-0" -^ sides at E1 W ONLY panels 9/2"deep or shorter than TimberStrand'DLSL.Nail with joist.Nail to top plate with only. 360 r-0" r-o" r-6" 2'-6" T-6~ a'-o" s'-s" e'-o" r-o^ r-s^ T-6" 4'-0" 6'-0" s•-6" e'-0" 9'-6" �J J 12"long. ; 0d(0.131"x 3")nails,one 12"length of3/a" connections equivalent to Wood D; �R` 560 r-o" r-0" 2'-°^ T.0" a'-s" s-°" 6'-6" 9'-°^ r-6" T-0" 4'-0" 5'-0" T-o" T-6" 9'-0" 10-4- 1 - yi6"-, Do not cut flanges. 1%"TJ®Rim Board or 14" each at top and bottom flange. reinforcement on floor panel schedule. backer �a� �e� ot`�`1� z10 r-o~ 1'•0" r-o" r-o° r-o" 1'-s" 2'-6° 3'-s" s'-o" 1'-0^ r-o° r-o" 2'•0" 3'-0" 3'-6" 6'-6° e'-o° 11'-0^ O TimberStrand® LSL.Nail with one side at E5, 12"length Of 3/" Vr'ee4v ( Gari\\Oa�S 15 Sso 1'-0" 1=0" 1=0" 1=0" 2=6" 2=6" 4'-6" 6=6" 9'-0" 1=0" 1=0 1'-s" 3'-0" 5=0" 5=6" 9=0" 10=0" 11'-6" 1 Od(0.131"x 3")nails,one : Attach reinforcement to both sides at E6 reinforcement on on �� e side 0 560 1'-0" 1'-0" 1'-0" V 0" 2'-6" T.0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" T-0" 4'-6" V-6" T-0" 10'-0" 11'-0" 12'-0" each at top and bottom flange. joist web with 3 rows Full depth vertical ���1 Od(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 ly 4" s" s" T a" 10" 1z" 15" 17" 4" 5" s 7" a" 1M14-4- " 17" Attach reinforcement r on-center,clinched.Use 2 each joist 18„ Sso r-o r-o" r-o^ r-o" r-o^ a'-o" s'-s^ 10'-0^ r-°^ r-s° 3-0" a'-s° s'•o" 10 '-6" 2x4 mum 0 1 • 7 • E7 E8 Less than 5" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-s" 6'-0" 11 '-s" to joist flange with 2'. t<` rows with 9/z and 11/$ Less than 5" squash blocks p" 8d(0.131"xV2'")nails at 6" �ad`� TJI®joists. 360 r-o" 1'-0^ r-o^ r-°" 1-0" 2'-0" a'-o" 7'-0" 1o'-s° r-o" r-o" r-s" 3'-0^ a'-s" a '-o" 1s'-s^ 1ya"TJ®Rim Board or 2 ���� on-center.When reinforcing E5 E6 ��Gap*: WEB STIFFENER ATTACHMENT 20" 560 r-o° r-o~ r-o° 3'•s" s-o" T-o" 10 '-6" 16'-0° CS Use 2x4 minimum squash blocks to 1Ya"TimberStrandd LSL. Face grain �a� both sides,stagger nails. ye"minimum transfer load around TJI joist E1 E1 W Nail with I OderS(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TJI®joist flange widths 1" 28"maximum Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su O nails,one each at top and O O (1Y"for TJI® Nailing: PPort bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end DEPTH 2- 3" 4" 5•• 6%" 7" 8%" 11" 13" 2" 3" 4•' 5- 6y" 7" 9'/e" 11•• 13" blocks installed at joist-span Web stiffener both sides. adhesive to all y3 j P See sizes below. *With point load from above,and no support 110 2'-0" T-6" T-6" 4'-6" T-6•' 1'-6" 2'-6" T-s" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p pp Hanger height must ® contact surfaces below,install web stiffener tight to top flange 9�" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" Double TJI Joist Filler Block: Hander Backer Block: Install tight Maximum Y"overhang two 8d(0.113"x 2%") Tight fit* 230 2'-6" T-0" a'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-s" T-6" be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Flashing 9 (gap at bottom flange) nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ofjoistdepth Treated 2x_ iSPa� 2Y2"screws, Depth Minimum Web Nailing Requirements 560 T-6" 5'-0" 6'-0" T-6" 10'-0" a'-0" 5'-6" 6'-6" 8'-0" 9'-0" nails when possible. flange with face mount hangers). Clinch nails when possible. , ledger 3�o\S a+ typical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 1'-0" 1'-0" r-6^ 2'-6" 4'-0" 4'-6^ 8'-6" _I-Q" 1'-6" r-s^ 4'-°" T-0" T-0" 9'-6" g $R` End Intermediate 210 r-0" r-0" 2'-0" T-0" 4'-6" F-0" 9'-0" 1'•0" T-0" 3'•0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 1 110 All 5�"x 2V16"f') 117/8•' 230 1'-0" T-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" IV'TJ®Rim Board or 1/a" 360 2'-0" 3'-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" T-0" 9'-6" 9'-6" 11'-0" table below.Maintain 210 All %11 x 25/6"„) 8d Top mount 2"distance(minimum)from TimberStrand® LSL. Option#2: 230&360 All %"x 25/6""i (0.113"x 2y2") 3 3 110 1'•0" 3'-0n 1=o^ 1'o" T-o• 2=6" 1a'-6" V-6" 1=0" r-0" s=0" 2'-s" 1s'-o" 1s'-o' 1s'-o^ 1T-o" hanger edge of ledger to fastener. 1 2X_strapping installed at/ 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-6" T-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4'2' 1 14" 230 1'-0" 1'-0" 1'-0" T-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" Allowable Load(Ibs) 1 (0.135"x 3/2") 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-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 per joist,typical 9 ® Fastener 1%"TimberStrand® I%"TJ®Rim Board 18" 4 4 560 1'-01. 1'-0" 1'-6" T.6" 5'-6" V-6" 9'-6" 13'-6" 1•-0" T.0" 5'-0" T-0" 10'-0" 11•-0" 13'-6" 15'-0" with single TJI joist LSL rim board 560D 201 2x412) 16d 5 5 210 1'-0~ 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" F-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'.0" Option#3: "•3 1 " U 230 Web stiffeners required if sides of Y"lag bolt 610 480 Direct) applied ceiling 22 (0.135"x 3/z ) 6 11 16» r-o° r-o° 1'-0" r-0" r-s'• T-o" a'-o^ s'-s° 1r-o" r-o" r-o^ r-o° z'-6^ s-o^ s'-o" 10'-s" 13'-6" 1s'-s^ With top mount hangers,backer block required only Y PP 9 H1 hanger do not laterally support at H2 H3 24"13 6 13 360 r-o" r-o° r-o" r-°" 3'-0" 4'-0" 6'-s^ 10'-0" 13'-s° r-o° r-o° z'-o° a'-o" r-6° s'-s" 13'-0" 1a'-s° n'-0" O 3 for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of W 560 1'-0" 1'-0" 1••0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'-D" 1'-0" 1'-0" 3'-6" 5'-6" -' 1 t0'-0" 14'-6" 16'-0" 18'-0" least/"of TJI joist top flange O conditions.For nailingrequirements see page 5 TJ- LA p y (1)PS1 or PS2 sheathing,face grain vertical q P 9 Cn the bracing options above is required O `-' g p q 2 Construction rade or better a•• 5" s" r• e•• 10" 12" 1s" 17" a" 5" s•• r' a" 10" 1z•• 1s~ 1T" 9001, Weyerhaeuser installation Guide for Floor and ( ) 9 Z t 1 Roof Framing,TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18" 360 1'-0" 1'-0" 1'-0" 1-s" 3'-0" s'-o" 9'-0" 15'-a' 1'-0" 1'-6" 4'-0" 6'-6" 9'-0,. 14'-6" 16'-6" 19'-6" - v 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" 8'-6" 11'-6" BEAM DETAILS FASTENING of FLOOR PANELS 360 r-o° r r-o° r-o" i-o" 3' 6'-0" 1r-o° 1s' r-0" - Guidelines for Closest On-Centers Spacing per FILLER and BACKER BLOCK SIZES 20" p 9 P Sso 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'6" 12.0„ 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14.0„ 17.6 19.6" 20.6„ ` m I- 0 TJI®(1)12) Rim Board 1y•• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. Nail Size 110,210, 360 and Ya"TJ®RI 1Y4' TimberStrand®LSL Microllam® Parallame gYz"or 9'/z"or 14"or g%' or 14"or 18' or 14"or 18"or • Leave Y"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. � W fn BEAM TO BEAM and 230 560 Board TimberStrand®LSL orwider LVL PSL Depth 11�/„ 14" 11�/s' 16" 117/a" 16" 20" 11/a' 16" 20" Tables are based on uniform load tables in cumentdesi n literature. z BEARING FOR DOOR BEARING AT BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 1 " g } Z Z <,t � z p[ 8d(0.113"x 2Y"),8d(0.131"x 2/") 4" Y 6" 4" 3" Y 3" Filler Block(1) 2x6+3/" 2x8+3/" 2x6+Y" 2x8+V 2x12+Y2' Two Two Two --1 iT Q1-1 ILI 1V"TJ®Rim Board or Strapper Code if t0 late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located m _ z P P P 10d 0.148"x 3" ,12d 0.148"x 31/4") 6" 4" 4" 4" 4" {Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1 ( ) ( at the center of the joist span provided that no other holes occur in the Joist. 4 1/a"TimberStrand® LSL or Is not continuous over 8„ 6„ Cantilever 2x6 2x10 2x6+%" 2x10+3/" 2x6+Y2" 2x10+y" Not 0 i6d(lswhex sing 6" 6' applicable ALLOWABLE HOLES - Headers and Beams z t- o Z blocking for lateral support header 4 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable Z (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-o"long 4'-0"long 6'-0"long pp t l ' OL uj (� O ty panel edges)for diaphragms.Fastener spacing for TJ1®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 'I.55E TimberStrand® LSL Headers and Beams l-{-1 Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI 0 joists. (Detail F1 5/"or 3/" 3/"or/B" /e'or 1"Net 2x6 2x8 2x12 4 ly plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. or H2) 2 x diameter of the m (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center fol light gauge steel straps. � } �p Q over column TO mount 3 1 ttnecessary,increase filler and backer block height for face mount han ers and maintain%"ggap at top ofjoisi;see detail W.Filler and backer largest hole minimum O P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /a"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12'minimum forbackerblocks and 24 "minimum for filler blocks). g ( ) (v a(� < hanger Protect untreated ' (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 8"(to avoid splitting). %depth iL- V 1 (� Column Face mount ■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 Q 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 L2 13 See current Weyerhaeuser L4 concrete and RoofFraming,TJ-9001. 1 O Z L1 O O ■Nailing rows must be offset at least/2"and staggered. 0 0 0 0 0 1.55 E TlmberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1"into the TJI O joist or rim board is achieved. ■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 gY"-9y1" 3" Multiple-Member Connections for Top-Loaded Beams a rim board ors,or direct 6" 11Ya"11 %8' 38" Fastener Installation Requirements TJI®joist framing does not joist. 14°-16" as/" Piece #of Fastener require bridging or mid-span E1 General Notes See Illustration for allowed hole zone H rt^d•n+tt... �._ blockin • Allowed hole zone suitable for headers and beams with rt'r rt f°r' Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g r uniform and/or concentrated loads anywhere along the member. ;;'•' ••e••••* • Round holes only 121 sides,stagger fasteners on the secondrte.. '�'"""� �, • f •� • No holes in headers or beams in lank orientation. f 10d nails 3" 3 Y �,. n'-t BEARING AT 12" side so they fall halfway between COLUMN 2 12d-16d nails 3 y4" 2'2' One side fasteners on the first side. Screws 38"or 3y2" 2 24" HZ p ,2, DO NOT bevel cut'oist • / .+'- 1 �I !^• ' 10d nails 3" 3 J s..gt ,.r • F 12" Both sides AlO Other Trus Joist® Headers and Beams beyond inside face of wall. Rim board joint Microllame LVL B 1 s•• 1 .^e.F J•°� • 3 12d-16d nails 3 ya" 21�) E2 between joists DO NO s' Toverhangseatcuts 1.3E TimberStrand° and Parallam°PSL ` . �.7 t`n. •" 13/4" 33/"or 3y2' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth :`"', 0 r•" Screws 2 24" Load must be applied evenly across 3. ,• R �. .•, . 5" One side face ofsupportmember, largest hole(minimum) entire beam width.Otherwise,use Verify column capacity 10d nails"' 3" 312) One side connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing12" X// except as indicated In L5 g 4 (Per PIY) r0___7_ illus&illustrations and tables. length.See current 12d-16d nails)') 3 ya" 2`2' d 0holes in headers or beams Q�l.'l FRED 11r1Y 2 2 2021 O Weyerhaeuser literature. 5"or 6" „ Both sides Y Screws 2 24 Multiple pieces can be nailed or bolted together to CS ° 0 0 6%4" One side L6 form a header or beam of the required size,up to a TJI®rim joist 5"Or 6" Both sides maximum width of 7" •••.• Microllam® LVL and Other Trus Joist®Beams 1Y8"TJ®Rim Board or 1'/a" Parallam®PSL Header or Beam Maximum Round Screws 3 2 24" O L3 TimberStrand& LSL. allowed hole zone Depth Hole Size 3yZ' 2 6/a» One Side AZ middle%span 48" 1" 0 F- 'd yz"bolts 8" 2 24" - � O 3 (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPr"". 61 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7%5 20" 12" � 111 COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone LL (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 r � Q I B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O O BEAM • Round holes onlyO m � O COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 No holes in cantilevers. I TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. O 1 ® (Load bearing wall above) 1/s"TJ Rim Board or ,n 1y4"TimberStrand LSL. Joist may be shifted u to 3"if Use B1 Or B2 at . ® One 10d(0.128"x 3") Y P P B4 9 WARNING U 1 % � O floor panel edge is supported O intermediate bearings - 0 � O � Z One 8d(0.113"x 2Y2") nail into each flange and span rating is not exceeded. with load bean Or ,n nail each side.Drive Do not cut joist flanges. Joists are unstable until braced laterally v , I < W braced/shear wall O Plumbing Drop • Blockin • Sheathing O P1 least 1 Znails at a from end& j from above 9O w WO angleBracing Includes: (K O End Of•OIStS Strut Lines �--� 3%"minimum oat f support centerline 12 � • Hangers • Rim Board • Rim Joist � � Q � 0 COLUMN BASE 3 „ intermediate bearingAlso see detail B2 l 1/a minimum end bearing single-family applications 51/"may be required for maximum � � Shear transfer.Connections equivalent capacity H1 0 0 � p- P < to floor panel nailing schedule • , X 4 -, Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building H CIL 1 ® TJI®560 rim joist:Toe O o until braced. that are lying flat. materials on unsheathed p N "�' :«;'• : IV'TJ Rim Board, j Additional joist is required if O INJURY MAY RESULT. joists. Stack only over 1ya"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 � O i y TJI®110 rim joist: nails,one each side of or if span rating is exceeded. O '� •.. 9� WARNING NOTES: beams or walls. O o Exterior Deck Y IT O LA DO NOT use sawn Lack of proper bracing during construction can result in serious P2 One each flange x 3")nail TJI®joistflange TJI®560 Attachment lumber for rim accidents.Observe the following guidelines: WO= 0 CJ into each flange floorjoist •�' .' • '•.; .; r• 4 Structural 9 TJI®210,230,and 360 rim ° O board or blocking, ®.INSTALLATION TIPS sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI foists must be completely installed and properly nailed. 11. 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 bay.This can also be 111 1 •' •Subfloor adhesive will improve floor performance,but after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. COLUMN BASE rr b One 16d(0.135"x 3/z )nail P P O O 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 F- m 1%a"minimurr bearing into each flange Top view may not be required. O 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 •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. J BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).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. ®' 1 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 1/"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. »,• lye"TJ®Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with ••:: .;». 1 Warning: Drilling,sawing, DATE: MAY 2021 ";; «:�:• •• TimberStrand® LSL. 12"on-center two 8d(0.113"x 2/2")nails minimum g: g, g,sanding or machining wood products generates wood dust.The paint and/or coating on this •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 yi .com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam (-JOIST DETAILS grout One'Od(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,Ti,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. 1Yz"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 TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. = I m � TONN COMMENTS Z ' ' THE I — OASIS ' ' A GQUAL I TY NEV4 HOME MODEL BY o OA515 AT MATTI TUC<, GORF. LU z cn o Q 11 IT il II-I 1 1111 11 11 IT it 111 1 Til I 11 1111 11 11 IT 11 111111 11 IT 11 11 It 11 1111 11 If 11 11 IT 11 111111 111111 111111 11 It 1 11 1 11 111111 111 11 1111 1 IT 11 1111 1 1 11 if 11 11 If 1 11 11 IT 11 11 111111 11 11 11 111 1 1 11 1111 11 1111 11 IF 11 11 ITII IIITII 1111 11 1111 11 IIJTII 11114 11 11 1111 11 IITII IITII 111 11 11 IIITII 1111 11 111111 1 1 1 it it I 111 11 IT it it if ii it I IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 111111 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11111 1111 11 IT 1 11 IT 1 1111 11 111111 1111 11 1 1111 11 1111 11 1 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11111 H Ll 11 H[111 1111 11 IT 1 1111 11 11 If 11 NWNPI I V 11 If 11 111111 11 IT 11 11 1111 11 IT 11 11 It 11 11 111 111 11 if It lilt 11.1-1 11 1-11-111 H Ll 11 11 11 IT 11 1�11 11 IT 11 11 IT 11 1 11 11 IT 11 11 IT 11 IIITII 111111 111 11 11 it IT IhYI it I II lilt IT 11 11 IT 11 11 IT I 1 11 11 1111] 111111 Jill 11 111111 IIITII I 1 11 1 11 11 1 111111 11 1111. 1111 11 11 IT 11 11 It 111111 11 IT 11 11 IT 11 11 IT 11 11 IT III Y,I WPI 1 41 11 IT 11 11 IT III IlITlI 111111 11 11 11 It I I it 11 1111 1 11 IT 1 1111 111 1 11 11 IT if 11 11 if 11 1111 111 111111 fill 11 H1111 4111 11 11 111111 111111 it Til IIITII lilt fill 1 1#1 ffill#1 011 91 111 [11.111 11011 111111 it 1111 HI-I 11 111111 HUI ,ITI 11 11 it IT 11 11 It 11 111111 11 If 11 11 If 11 1111 N-1114 IT 11 11 IT 11 11 If 11 111111 111111 HIT T 11 111111 11 IT 11 1 IT 111 11 IT 11 111 11 IT 11 11 } } l r o Z N L Wm zz. 0 111111 Jill 1 11 11 IT 11 11 IT 11 il 1.11 11 11 IT 11 111111 1117 i 111111 lilt 111111 z Z <� �za 11 11 IT 11 11 if 11 11 FINISHED SECOND FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r� ` ,d- cQ Z W IT 11 it IIII IT 11 111 11 1 11 r— JlS OJW NOTES INDEXED TO THE Q V /� r- Q Z 11 11 IT 11 11 It IT 1 2020 ENERGY GONSERVATION GONSTRUGTION z 11-1 Q z t- z GODS OF NEW YORK STATE } ��—, ua 0 O d Q IY RI01.5 COMPLIANCE. This building was designed and shall be O > Q constructed to meet the 2020 EGGGNYS. Both REScheck N.S. Q `�< Q __— Department of Energy) and REM/Rate (Noresco) computer N O Q La software was utilltzed to demonstrate compliance. All Z Q mandatory provisions of the 2020 EGGGN1r5 - Residential < Q Provisions are In force. N RI05.2.2 WRITTEN STATEMENT: To the best of my knowledge, ' belief and professional judgement, these plans comply with the O Energy Code. Furthermore,as a RE5NET certified rater (I.D.o No. 26143ct'i), I certify that these plans comply with the Home ' Energy Rating System (HERS) program. A signed certification of compliance with the HERS program (HERG) will be submitted FINISHED FIRST FLOOR _ - _ - - - - _ - 1111- O1of the constructed building demonstrate co pliane. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MA ZONE: Suffolk,NY m 4.1y 'rI Q �, det-fir o".rr rrr r111,r.�+l+ a�7 FINIShNED GRADE I 1 R401_2 COMPLIANCE, This project complies with 2) Secttton R405 N Simulated Performance Alternative, and the provis►tons of ''�-ct' • � � Sections R401 through R404 labeled "Mandatory." �t 'w r to Mandatorg requirements'CERTIFICATE, Gode. Builder to post er �y✓fl��±�������A�c`��ra a aLL• p R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 � AGH by HERS rater. See Table R402.4.1.1 In plans. }:,^A.$ ' •.t. •"' w,<� R402.4.2 FIREPLACES. Factory built with UL 121 doors. r2,,���rs E"'";• �°,,�'•,' R402.4.3 FENESTRATION: See window/door schedule R402.4.4 FUEL-BURNING APPLIANCES: All room heating and 9! hot water heating appliances to be direct vent with both QE-IVERED QrT 0 8 2021 Intake and exhaust pipes Installed continuous to the outside. R402.4.5 RECESSED LIGHTING, IG-rated and labeled as — — I having an air leakage rate of not greater than 2.0 cfm 0 per Code. R402.5 MAX. U-FACTOR 4 SHGC: See window schedule. =O O R403.1 CONTROLS: See plans for thermostat information. R403.3.2 DUCT 5EALINC7z All duct joints shall be O O mechanically fastened and sealed with duct mastic Q 1- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� sealant. I mastic to duct seams. to t- R403.3.3 DUCTpTpESTINCG: A duct air-Leakage test Is not O �-- - — — — — — — — — — — — — — —— — — — — — — — — — — — — — — —�— — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — ——— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J regylred under exceptions I and 2. n/ R40335 BUILDING CAVITIES: Framing cavities shall not be Z 1� used as ducts or plenums. Q 0 R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate d mechanical system piping carrying hot water to an O m R-value of not less than R-3. i�01\iT � V T I O1� R403.5.1 HEATED SERVICE HOT WATER(5H4 CIRCULATION O V r N SYSTEM: Not In project. SCALE: 1/4" = 1 ftR403.6 MECHANICAL VENTILATION: ERV continuous FLOOR AREA TABLE Af�BLE ventilation system specified In the plans exceeds the O < O z minimum efficacy of 1.2 cfm/watt. i Q W t— R403.1 HVAC EQUIPMENT, Sized In accordance with ALGA O 0 Manual J and Manual 5. O O FIRST FLOOR 1,102 sf R403.5 MULTIPLE DWELLING SYSTEMS: Not applicable SECOND FLOOR 1,11cf 5f R405A SNOW MELT, Not to project. J 0 d Q GARAGE 586 sf R403.10 POOLS AN SPAS: Not to project. W 0- Z BASEMENT 1,152 sf R403.11 PORTABLE SPAS: Not In project. v R404 LIGHTING: Builder to install high-efFiclency lamps In at OC V Z PORCH I?5 sf least clO% of permanently installed fixtures. < X� TOTAL LIMING SPACE 2,881 of 8405 51MUL.ATED PERFORMANCE ALTERNATIVE: This method was X 4 `�. -1 used to show compliance with the Energy Code. REM/Rote Q to OL software was used to model the buildingerformac - see F 0 CONDITIONED FLOOR AREA 4,613 sf 2020 IEGG Energy Cost Compliance reort e provided with 60 — (INCLUDES BASEMENT) Permit Application. RE5check was used to model the building 0 — INFILTRATION VOLUME 52,810 of performance based on national standards - see REGcheck (INCLUDES ATTIC $ BASEMENT) Compliance Certificate and Inspection Checklist provided with V-IL Permit Application. O= 0 IL iL ~ O INUF-X TO DRAV41N 5 O m DRAWING No. COVER 4 ELEVATION A-1 DATE: OCTOBER 2021 ELEVATIONS A-2 FOUNDATION PLAN A-5 D 2 FIRST FLOOR PLAN A-4 L�, COVER ff 2nd FLOOR PLAN A-5 ELEVATIONS WALL BRACING PLANA-6 OCT 21 2021 ROOF PLAN A-1 SECTIONS $ DETAILS A-8 BUILDING DEPT NOTES A-cf TOWN OF SOUTHOLD DRAWING NUMBER TJI-DETAILS A-10 A - 1 m -j Z O HITII WTH IIITII WITH IIITII IIITII IIITII 111-11 IITII 111111 111111 11 11 11 1111 IIITII IIITII I III I 111 11 111 11 111 TII III I Mill 111 11 #1 4#4 111 11 111111 IIITII IIITII IIITII IIITIl IIITII 11 1 11 11 11 11 11 11 ifil 11 111 11 1 1 11 IT 11 11 IT 11 11 1 N 1 11 IT 11 11 IT 11 1111 11 IT 11 111111 11 It 11 IT 11 111111 11 IT 1 11 IT 1111 11 If 11 11 it 11 1111 4 O I I I I IT 11 111111 111 1 1 11 11 IT 11 111111 111 11 111 1111111 1 11 IT 11 1111 1 11 IT 11 11 ITT I II IT Il H 1 11 111111 11 IT 11 11 IT 1 11v O LL 11 IT 11 il 1111 11 IT 11 11 IT 11 111111 11 IT 11 1111 11 11 IT 11 1111 11 111 11 11 IIITII 1111il III 1 11 IT 1111 11 IT 11 11 IT ii,111Y Ii'll11 11 1 11 11 IT 111 11 IT 1 1111 11 If 11 1111 1 111 11 HIT 11 HIT 11 111 w 1111 11 1111 11 11 IT 11111 11 11 IT 11 1111 11 11 IT 11 111 a 1 11 IIITII Will III 1 111111 111111 IIITII 111111 HIT 11 111111 HIIII 111111 111111 11111 zIIITII 111111 HIT 1 1111 11 111111 Ill 1111 11 )111 11 111 11 11 ITII � _O IN if II I I 1 11 IT 11 11 IT 11 11 111 11 111 11 1 11 IT 11 11 IT 11 111 11 IT 11 1 IT 11 11 IT 11 11 IT 11 11 11 IT 11 il IT 11 11 IT 11 111111 1 11 IT 11 111111 111111 1111 11 111111 111 1111 1 111] 11 H IT 11 1111 1 11 111111 111111 11 IT 11 11 IT III]it Jill 11 Jill 11 jigil lipil 111111 il 1 11 TH I I IT 11 11 IT �qq - - - - - - - - - - - - - - - - - - - - - - - -III Hill cS IIIIII 111 11 11 11 IT 1 11 1 II 11111 11 IT 11 11 If 11 111111 11 IT 11 11 141 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 111111 11 IT 11 11 It 11 11 IT 11 1 11 1 11 1 1 1 J1 11 11 IT 11 LU 11 IT 11 11 It 11 11 IT 11 1111 11 1111 11 11 ITII II1TII 1111 11 111111 Ili 1 11 1 11 1 - Y, "1111 Mill IIITII 11 If 11 1111 Hull ULT I [I 11 Lj 11 111111 11 IT 11 1111 11 11111 U 11 U H 11 IT I 1 11 1111 11 11 il 11 1111 11 1111 11 11 H 11 11 IT 11 IT 1-11111 HITII 111111 Will HIT 11 Hull Hull Hull HITIIHIM 11 11 IT 11 11 IT 11 11 IT nn, 11 Hill I I 1A11 1� n� l� OL LU O � F- v (� wm z � O Z Z <� — t- 43-1 REAR ELEVATI Oil N)-- (Z o tu SCALE: I/4 I ft < O W W O �} <d NZ QQ clz Q . IIITII IIITII IIITII IIITII 1111 11 111 111111 11 11 IT II II IT I IIITIIIIII Ili 11 IH Til IIITII 11 111111 11 IT 1111 11111111111111 1 11 11 TII 111111 11 e eketFRRsp,ee r�fp4✓,�, i2 i2111 111111 IIITII 11 IT 11 11 IT 11 1111 °fP F E DEIVER O Q IT 11 11 111111 11 IT ITTS;JJ J O 0 Q � r t-IL 12 11 IT 11 11 IT 11 11 IT 11 11 It 12 12 8 O OOH 0 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 �4 aL o ° - N 13 IL6 ® ES ® ® ED ® ® ® ak z ® ® ® ® ® ® ® °� < Q < OL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® ® ® ® ® D z Jtu L of o 4 IIJI- � O o m J DATE: OCTOBER 2021 SIDS ELEVATION. SIDE F-LF—\/ATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR $ 51DE ELEVATIONS DRAWING NUMBER A - 2 2x8 [Ur-561P.T. LEDGER [2 235# ASPHALT SHINGLES;MIN. (4)-FA5TENERS PER Z R50-7 2]" 6ALV. LA6 SCREWS AT I6" O.G. STA66EREp STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O [R905.2.6] 75-6 No. 15 ASPHALT FELT UNDERLAYMENT [R9O5.1.1] v O TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 SELF-ADHERING POLYMER-MODIFIED N 42-6' 2-O BITUMEN ICE SHIELD BARRIER [R9O5.1.2] O 14'-o" 12-O 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V ,I t 6-6 36" INSIDE EXTERIOR WALL LINE FOR> 8:12 SLOPES V 1 r 1/2" STRUCTURAL PANEL SHEATHING [R803.2] LL A I P.G. FT6 DECK LATERAL CONNECTION [R507.q.2] R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION 0 5IMP50N DTT2 A-8 - - - - - - - - - INSTALL IAN M ,NUFAGTURER'S SPECIFICATIONS (TYPICAL-2) SOLID WOOD BLOGKIN6 z N f-_ -_�_O�_ .f'18. I EGRESS WINDOW WELL _ - - - - - - , J (2)-2x8 P.T. GDR - - - - -- 8" CONCRETE STEM WALL ON - L - -I L , 16" x 8" P.G. FOOTING Q 'L . DECK 8 I I PROVIDE FALL PROTECTION 1 BASEMENT ENTRANCE STAIRS _ -t in 1- (TYP-3) CEILING J015T Q17 Q 8" REINFORCED CONCRETE RETAINING WALL dJ I F I I 0. ABOVE c0 #4 REBAR AT 12" ON EACH WAY O m ( I r- m I I I DRIP EDGE [RGo5.2.8.5] STANDARD HOOK AND LAP INTO 16" x 8" P.G. LQ - J L - 11 �j 4 I I FOOTING. 2" MIN REBAR COVER F- - - - - - - - - - - - - - - - - -� �� - -� L - - - 1x8 WOOD FASCIA - - - ! - - - - - - I/2" 6YP5UM WALLBOARD n k SOFFIT VENT - OL i O 7/8 R I - - - f - - - - DOUBLE 2x TOP PLATE j VINYL SIDING. ATTACH THROUGH RIGID s = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - I MINIMUM 24" LAP SPLICE LEN6TH [R602.3.2] ! INSULATION TO WOOD FRAMING PER N - - - - - - - - --- - - - '1 2836 CASEMENT 2836 CASEMENT GAS WATER HEATER I I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND ORE55 WINDOW EGRESS WINDOW A. O. SMITH H11 I I AREAS AND TO RESIST A MINIMUM 28 psf FI _ CAPACITY 500 O I `z SUCTION LOAD (EXPOSURE B) OR 40 psf *0- 56" H ND I [R GONG PLAT gal I I -o , I (EXPOSURE C). AND STEPS IO E EROENGY ESCAPE 8 � I I N I R SE S - DR�LL RESCUE OPENING [R310] I I <t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I - 4'-3"- _ 3ob8 I L - � -1 L PLASTIC HOUSEWRAP INSTALLED UNDER FOAM O _ I o I I INSULATION. INSTALL AND TAPE ALL SEAMS PER MANUFACTURER'S INSTRUCTIONS [R7O3.2] i - - '� I R-15 UNFAGED FIBEROLA55 BATT INSULATION I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O 2x8 PLATFORM Q 8 I C, I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ I O R-13 2 CLOSED-CELL 5PF INSULATION PENETRATION; NAILS WITH A MINIMUM RI BASEMENT ,: 4" P.G. SLAB w I 6EN0•G F FOND;SPACED 12 O.G. PERIMETER AND I I (ALSO AT RIM JOIST IN SECOND " I< I I NOTE: -', z I _ J FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING � I� I i I HOLDDOWNS ARE �' „ I I ,� I NOT REQUIRED FOR O DOUBLE FRAME I 3/4 STRUCTURAL PANEL SUBFLOOR Iw z AT STAIRS I I THIS PROJEGT. AFco ZIP MODEL 4x = I 2x SOLE PLATE tp w ; - 4"� STL COLUMN i I 2x BAND JOIST O Iz 0. ( I N 2-6 x2 6'x12" DEEP P.G. FTG. �p IO OR' I __ i C❑ w/(3)-#4 REBAR EACH WAY I 2x6 PRESERVATIVE TREATED SILL [UC2] ILI Q (ENGINEERED DESIGN) I0 Q i I I (TYPIGAL-7) I I I-6 (2)-1.75x14 LVL GDR FLOOR JOISTS I0.d I I 1 (ENGINEERED DESIGN) I 1 COPPER TERMITE SHIELD OVER SILL SEAL EXTEND 5101NO TO WITHIN 12" OF FINAL WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS � __ I I __ __ I _ I ,_ I __ _I_ .�_I_ __ I _ ,, i __ __i __I __ I_ I_ __ �- -' I UNEXGAVATED I I ` I I I I c I I '""� I I I I-� I I - eI I t�j MINIMUM YY dla. ANCHOR BOLTS SPAGED NOT BEAM POCKET GREATER THAN b FEET ON-CENTER EMBEDDED L - - J L - - J L - - J L - - J L - - J L - -J L - - J (TYP-2) I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE CELLS OF CONCRETE MASONRY UNITS. THE t 1 b'-2" b'-6" 6'-6" 6'-6" 6'-b" 6'-6" 6'-6" b'-2 I = BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ v r OF THE WIDTH OF THE PLATE. A NUT AND (� IN I I I s WASHER SHALL BE TIGHTENED ON EACH ANCHOR J BOLT. THERE SHALL BE NOT FEWER THAN TWO 1 I 1 m w Io I I 3-8 BOLTS PER PLATE SECTION WITH ONE BOLT a J J-J V I 10" PO RED I AAL REIGoNcRFORCEMENTTIO4 REBAR ATSTEM 12" O.G. ' L- - - - THAN 12 INCHES OR LE55z _ Z uJ Z Iw z I THAN SEVEN BOLT DILOCATED NOT AMETERS (35') FROM EACH FL ~ LU W z Im I I IY4" TO 43/4" CONCRETE COVER FROM INSIDE FACE END OF THE PLATE SECTION. HALLS 24 INCHES O r � } �0 � Z � Q 4 d) Z � �� I _ I O� -tL - _ �< CL _� O �W �0 I ORIZONTAL REINFORCEMENT: #4 REBAR AT 18 O.G. z TOTAL LENGTH OR SHORTER SHALL HAVE NOT y�N z z [n 100 ly I I TOP BAR WITHIN 12" OF TOP OF WALL O I (- I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE t -� (� ,- 0 W I<p I I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING 6 w z I I CENTER THIRD OF THE PLATE SECTION AND _� N r O z MINIMUM 3'-O" BELOW GRADE :p O N I I I I u J 3 J O }- d� Ca Q N I I SHALL BE ATTACHED TO ADJACENT WALL Q m c�Q QC z UA z z (O i- I I Q w UNI I I I I , PANELS AT CORNERS A5 SHOWN IN ITEM q OF Q ry V �V z < a13 tu - i I Q a I I O O TABLE R6O2.3(1). Q <A 0. . x P CLt. tr ® O F IN Ip I I I I O j I - J R-11 BASEMENT WALL BLANKET INSULATION 0 z N pi = O w0. Q O ly Q 0_ _ ! �z P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL 4 0.U Q - I H I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS Q p dJ O N O Q (� - - - - - - - `p I- - - - - - - - - - - - - - - - - - - - - - - - -� I I= I w I I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR T ' (� WITHIN 12 INCHES OF THE TOP OF WALL STORY AND ~r O O Q _ _ __ _ _ �-- - - - - - - - - - - I cn I I = ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL ll N _ DEGK 2x8 [UG3B] P.T. LEDGERSTORY;OTHERWISE, SEE PLANS [TABLE R4O4.1.2(I)1 O p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I ABOVE I I 1/2"m x 4" 6ALV. LAO SCREWS AT 16" O.G. I I - EXPANSION JOINT o N I I 5TA06ERED [R50-I Al - - -- - - - - - - - - - - - - - 6cz1z 1z 1J o IN I I I I 4" P.G. FLOOR SLAB _ _ I POURED CONCRETE FOOTING t•�" �- a - '9� L - - - -- - - - - - - - - - - - - - - -� W.= _ I ON UNDISTURBED 501L [R403.11 6 MIL POLYETHYLENE FILM $f'`�`�:" •1. G;? ;:�1f'tl'." "? - - - CONTINUOUS UNDER STEMWALL • n,' t � (2)-2xiO P.T. GDR -- �-{ ®�-r-- -- -- - } - - - - - - - ---- - - - - - - - - - - - - - - - ''•- �-•.: -•r� ��,..�v: tet. - - - - - - - - - - - - - TICAL l�lA1...L SEC-MON L - - - - - P.G. - Yfi'- - SCALE - - A : NTS A-8 DELI IVQ 2021 2" 2" 22-10" 7'-2" 13'-O" 10'-0" 22'-0" =O 75'-0" to r IT IL %z 4"x4" 4"x4" [UG4B] PRESERVATIVE TREATED P05T HTH 6ALV. METAL POST BASE ANCHOR ON 0 12"(P x b'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Z 24" x 24" x 12" DEEP P.G. FOOTING WITH(2)-#,' REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O O Q MAXIMUM SUPPORTED LOAD AT 7DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) (ENGINEERED DE516N) m FOUNDATION PLAN, SCALE: 1/4" = 1 ft O� >L STRUCTURAL DESIGN NOTE UA v� k- a In accordance with the 2020 RCNYS; structural < �-- z HINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and < _ No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/WOod Composite columns, beams, headers and 4 WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: 0 (n O - A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and O d W B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGONW Fj- C PELLA 250 SERIES 2-WIDE 6415-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON --1 2) are not contained in the prescriptive design O LU D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNY5 IL F- E PELLA 250 SERIES 2-0/3-01 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf 120 sq 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGONpj F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sq 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance w1tNh � � 10 G PELLA 250 SERIES 4-0/4-C N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG ND5-2018 with 2018 supplement. 0 H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON -� I PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as Halls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON 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 sq CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: OCTOBER 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 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 1) 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 provisions of the 2020 RGNY5 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 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"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 -9-I6 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, tlhey are annotated "ENGINEERED DESIGN." = o O H � O 42-6" 2,-0" O - 1L CLOSED CELL SPF b-4 10 8 14-6 Lu MAJESTIC QUARTZ 32 DIRECT 0 VENT OAS FIREPLACE. Z - INSULATE 4 AIR-5EAL ALL B A WALLS,GEILIN6 AND FLOOR OF cV GYPSUM BOARD THE CHASE. INSIDE WALL u j WOOD STEPS SURFACES SHALL BE 1- ''; CONTINUOUS BEAD OFASHEETROGKED AND TAPED. SEALANT 14'-O° WALL SHIELD AND CEILING Q � GYPSUM BOARD - DECK FIRE5TOP5 SHALL BE CAULKED ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 5/4x6 DECKING MINIMUM CONTINUOUS EXP05URE # INSTALL 2"m VERTICAL SCHEDULE 80 PVC CONDUIT Q (2)-1.-15 x 14 LVL HDR - RATING. COAXIAL VENT HAS } O I CONTINUOUS BEAD OF THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU65 O 13 t LONG WALL LINE ABOVE OUTSIDE COMBUSTION AIR !t�� !I c INTAKE. SEALANT NOTE: 2x6 STUD OR GAPS AT EACH TERMINUS [E3b[E55023.26 HALL IN ROOF o O O O OD O CONTINUOUS MINIMAL O R ANG AREA 40 4 w i EXPANDING FOAM AT WINDOW q°5° UNIT PERIMETER13°b1O 5L 6,0610SLDR 3°blO SL (2)-1.'15 DR 36 GUARD [8 _312.1] ________________________ ___ ____ ---------------------- ----------II, t WINDOW UNIT Q----- ------------------------------ --------- r- -------------L-- II it I I I i 10 ,i I I - Ii WALL LINE ABOVE BASEMENT ENTRANCE I I II NOTE: q'-O" CEILING HEIGHT I r------------------� `r tV DOWN -> - i KITGHEN it THROUGHOUT FIRST STORY I N PL TE Ht.IV-51- A F LA E/H;. q-I ASF CONTINUOUS MINIMAL m I i i (EXCEPT FOYER) I I I EXPANDING FOAM AT WINDOW UNIT PERIMETER I I I -- ----------------- IL_.------J L-------- J ® I 1 11 f � cc, IN ~ J _ 23'-4 1/2" = 7'-O 1/2" m I WQ r---- 1 I 0 I 4j II N 3 1/2" SANDWICH FJ BETWEEN (4) RR I m F I I O `fl OI FAMILY ROOM USE (3)-3/a" x 10" THROUGH BOLTS } _ __ N I , _p I I I ~ O 11 CONTINUOUS BEAD OF AT CONNECTION I J c0 ItZI I I 1 Q u�1 SEALANT - l I JL = I m l I i i Iii w �I e l --------------I x Cn I 4'-3" j o PLYWOOD SHEATHING UNDER mzWOOD SHEATHING UNDEGYPSUM BOARD FOR NSP IIL I I Iv 1 _--_-_____-- GYPSUM BOARD FOR WSw BRACED WALL LI GYPSUM BOARD iBRACED WALL LINE Irl I z - F= GARAGE I r-3 I/2" 1 Pro I TEGHNOLOGIE5 CONTINUOUS BEAD OF MODEL T 105N ( L I 5 P.G. SLAB x Q I I SMOKE 8 G.O.ADHESIVE c0 N1 i x PITCHED TO DOOR 119) �W L---.J 1 PROGRAMMABLE I DE I N I I r; - THERMOSTAT " CONTINUOUS BEAD OF N I I / I - § I CQ I SEALANT I WALL LINE ABOVE—I) ° 1 25 cfm C0 1 N 2�7 0 - 1 SELF-CLOSING 20-min i N 241 � Tp� i l" x 7" PSL COLUMN I _ I - - - -. .. .-- m 1 I O 1.75 x 16 LVL F.R. DOOR [8302.5.1] GL LN - ' Z_i; 05.4] N o I I II FLUSH HDR n 4x4 P _ 247 2" GL05ED-GELL SPF _ I I 6' O 2' I" 4' 8" ______________� = IIIP05T - - - I I 4x4 � I, -- -- )-1.75 x Ib LVL FLUSH HDR ` —---—------_-----—- - I N - -- - - -- - -- POST m V to N (3)-1.15 x 16 LVL DROP HDR PTY (ENGINEERED DESIGN) 4x4 I I N -- -- - -- -- -- -- -- I 4x4 -4x4 �� �� BATH O POST I I= to 11- --._..-_. ! --- -- - --- - - (ENGINEERED DESIGN) 3-I L ' !' N �, OST P05 `� �� I�'7° I I l I V i --------- 1 INTERIOR GARAGE WALLS: I II PLYWOOD SHEATHING UNDER,-L-- ------ o N I I r uj V W m Z a I CONTINUOUS BEAD OF I R-15 BATT INSULATION I 1j 6-'R5UM BOARD FOR WS1`' (2)-267 - I I z C�''- z - i'i ` SEALANT j Y2" GYPSUM BOARD I GL I `�BRAGED WALL k_INE - m 2470 I I 20 cfm CONT. • j T - IX I I I t! I �� i� N I TO ERV m — — 11J _ JLT' OzW h. y ( GYPSUM BOARD i I I I a v I , _ _ [M1505.41 Q- GARAGE CEILING: r I = 2�7° _� o z I L 1 - ,I ' J J_7 r O Z o I 112' 6YP5UM BOARD �_ I m - II FOYER N N I O I [TABLE 8302.6] I - I N II OPEN TO ABOVE - o fL T" Z I v I m 2'- 1/ w I eJ I Q O W f m II I I 0 I o Q (� x l F I 0 N (L ^'"" W ® O I : cul OL _ PLYWOOD SHEATHING UNDER 241 cr DINING ROO to r 11 �� �� MASTER BR SUITE 1 6 %v N 111 n� -�p rz CONTINUOUS BEAD OF dJ i ,I 1z GYPSUM BOARD FOR ASP w ww _ o z I E (Y UC- In tL� < I� SEALANT BRACED WALL LINE i rn p w li �' `\ _111) _ __ -------_� O (]- O } �) 1 Q I o 3 I/2" 12'-5" I, w II ,� 10'-3 1/2" `� N (� O Q Q I� CONTINUOUS MINIMAL I i v V:Z50/(2)-Io7c5L _\ Q ivryEXPANDING FOAM AT NINDON NUNIT PERIMETER PDR PLYWOOD 5HEATHING UND�R ; z K _ -7 0 x i t _ W U- OHEAT DETECTOR :n I - „ GYPSUM BOARD FOR WSP' L0 m �` ABOVE SHOWERLL LINE ----------- -- - mz __� I BRACED WALL LINE '= Q w mNINDOW UNIT(OR _ I N F WEATHER-PROOF DOOR) O _ ELEG. PANEL 22'-1" j TYPICAL BEARING F- z i N m WALL(SHADED) N O m - ------------------------=--------- fi WALL LINE ABOVE m cv O3050 O 3050 i (2)-1.75 x 11.875 LVL HDR liq°5 0 t� " I CONTINUOUS MINIMAL ° PORCH EXPANDIN6 FOAM AT WINDOW 20 cfm CONT. O 24�10 UNIT PERIMETER TO ERV 5/4x6 DECKING ` .4"1 1 C�� = a 1. C A, f [MI505.4] 3 I/2" 3 I/2" . � " ear•' ���,g�J PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR 141-51' 6'-8 I/2" t„",`Ve FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.c11 c_-- 7" x T"FINISHED COLUMN '�`�t I. 1� y.. ' S �•" PLATE Ht. B'-5" ASF PLATE Ht. q'-I" A5F .'` 6x6 P.T.PAST /►','+ .,y � ►.� CONTINUOUS BEAD OF (TYP-3) (2)-1.75 x 11.875 LVL HDR ✓n; ��yl s+ f fi�• Ij'c'.�� SEALANT q°5 (2')-2x 12 P.T. HDR tw-.. ^*,•, WOOD STEPS 0E'� IVERED OCT 0 8 2021 GYPSUM BOARD !I CONTINUOUS BEAD :OF 6'-4" 10'-O" 6'-4" 6'-b" 6'-6" 7'-6" 14'-6" ADHESIVE CONTINUOUS BEAD OF I' SEALANT 22'-8" 'i'-4" 13'-D" 101-0.1 22'-0" O O -001 2" CLOSED-CELL SPF W i0 A F�L HIDTH OF SILLNTINUOUS SILL ALER - A-8 0- O Z FOUNDATION WALL uW,.,� !x CONCRETE SLAB J U O FIRST FLOOR STRUCTURAL DESIGN NOTE � I1J— 1�t�' � � � SCALE: 1/4" = 1 ft � V Z In accordance with the 2020 RGNYS• structural Q elements such as engineered wood steel and ~ X < steel/wood composite columns, beams, headers and Q Q girders that: 1) resist gravity loads, and v w �LI JW 2) are not contained in the prescriptive design O W provisions of the 2020 RC IL NOTE: IT IS THE INTENT TO PROVIDE FOR. A CONTINUOUS AIR BARRIER ALIGNED WITH THE were designed In accordance with � m THERMAL ENVELOPE. THIS DETAIL SHONE, ANSI/AWG ND5-2018 with 2018 supplement. TYPICAL METHODS OF AIR-5EALIN�6 U51NG VARIOUS BUILDING ELEMENTS,APPROVED Structural elements such as walls and fenestration ADHESIVES AND SEALANTS. FRAMING GONFICURATION5 NOT SHOWN,SUCH A5 CANTILEVERS AND STAIRWELLS, SHALL BE that. SEALED IN A 51MILAR MANNER TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED WITH THE DATE: OCTOBER 2021 I) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN I S 1.. (�� � � ILS were designed In accordance with A50E 1-16 wind SCALE: 3/4 = I ft S provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are � _ annotated "ENGINEERED DESIGN.," A A-8 Z O V 49'-10" N O 5'4" V n i f---_— r ,r----1 , u , i , u 3'-9 3/4 14'-2 I/4' 7�-� 6-4 3-8' IL ------------ I i WW r - -'-------------' ----------------- -� ~ 0 I I 0 I I I I I I 1) I I I I r---------------------------1------------------------------------ -- ------ --------- ----------— # WALL LINE BELOW ----------------------, o I I o 6452 HAZARD GLA I NG [R3o8.4] I I I I o I IF7 0 � 1'� I 2x6 GJ AT Ib' o.c. 4°4 P G IL �I � OI Cal 0 0 --(2)-I.-75 x 11.875 LV_ FL HDR - M B�r}{ _ -------------- 4 4 PIG I Y 7'-o I/2" (ENGINEERED D=SIGN) m 8'-0" G Ht J I I DOUBLE WALL STUDS5'-2" r------- I 3 14? -11, BEDROOM 4 3'-3 I o b'-9" 2x8 PLATFORM I W.I.G. - 8'-O" G H: iYm .p oO I I j 20 cfm CONT Z in i I N rn BATH I I a Ti ERV (F) N , [M1505.41 '1 x I J - I - I N „ i m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] :24-10 5'-1 I LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4'-0" -I I- 20 cfm CONT. 4'-2 1/2" F I INSTALL ERV UNIT IN CONDITIONED ATTIC. j l I TO ERV _ _ a Pro TECHNOLOGIES I ODUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. [M1505.4] MODEL T-705 I p I z I ! V PR05RAMMABLE o cn I IL I I= Q I m m THERMOSTAT I 2� ---------I Q m I m I ry I SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL N ------7---- _______= 2`F7° 287° —-- I INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY WALL. LI - S- LIN I 36" GUARD[R312.1] _ _ _ ! i j STALE AIR TO OUTSIDE AND FRESH AIR FROM OUT51DE: 6" dia. DUCTS r Q m — — —I �4(-7° ® r / C0 28 ro �� SLOPED GEILING GONNEGTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL cI5P0'7 ------------------------- HVAG EQUIPMENT IN ATTIC I �— — —� IA.G. ly1±TURNI -1 rn SMOKE g G.O. HALL - � 1 I p iv m (2)-2x10 DOOR HEADER I 1 I I FRESH AIR TO INSIDE DIFFU5ER IN HALLWAY: 6" dla. DUCT GAS OR PROPANE FURNACE: LENNOX ELI96UH0-7OXE36B 5LOPEP x DETECTOR(TYP) I IL- — — � IN BEARING WALLS AS SHOWN I I m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. j CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 GEILINc y (2)-1.-75x11.8-75 LVL FLUSH HDR (TYPIGAL-5) I j j - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 I HEATING GAP: 64,000 Btuh;AFUE = 96.1 _ ________ _______rn_____ri-W __ POST UP -- ALL DUCTS INSULATED TO R-4.2 INDOOR COIL: LENNOX GH35-305+TDR 2a70 287° TRIPLE GJ UNDER POST ~ I I SYSTEM To BE SET AND BALANCED To CONTINUOUSLY PROVIDE [MI5o5.4.4]: „ I BEARING WALL (ENGINEERED D=51GN) I _ _ _ I 4 I I r I RIGID INSUL j OUTDOOR UNIT: LENNOX ML14XC1-036-2306;AHRI 203374690 ON ATTIC (� ,8 ACCESS DOOR I �� � � � �� I S �� i� I � I I m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM V I GOOLING GAP: 34 00 Btuh;SEER = 15.10 12 x 12' AIR 36 GUARD[R312.1] I X V I I v ' INSTALL IAN MANUFACTURER'S SPECIFICATIONS I z TRANSFER GRILL m I — i I I AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. I o0 I 8 4 3 N LAUNDRY IN CEILING IV I 1 2 4 o _J I = I J N I I V � a0 _ � ' MA5TER OR 5U 1 TE 2 N 10 DRYER EXHAWST o Q Q i 9' Ht TRAY CEILING i Q WI•G• I I ,I ' m 7 I Fv LMI5�2] DRYE WASHER OPEN TO BELOW �-U Z I T i Q �p `o I I -1 tT O -1 W \ I N I 2x8 GJ AT I6" o.c. I �( Z 7 4 a 7 I BEDROOM 3 < , cv 12" ABOVE PLATE — iy ' 1L� c, Z w - i -6�0 1/2° ---- 8-O G Ht m 3 I/2' to-O" 3 If2 14-5' 2030 i l� Z A �-- r- O Z cv i OL y DOUBLE WALL STUDS i 3 I/2" O i - > a w ® JU O ry i ' (2)-2XIO HDR I I N I !Y [� �J mQ!< in - I Q o } 0 d W.I.G. 267° 12'-5„ 51042 EYEBROW PIG �)--------------------------- n ---�\ i N O Q Q iv �� SLOPED CEILING m I Q Z (2)-I.-75 x 11.875 LVL HDR __ ip < -7 j r- _ (ENGINEERED DE516N) N jh I 2 WALL LINE BELOW L-----------------------------------------------------------J 2xb GJ AT Ib" o.c, m 6'F5 PLATE HEIGHT 6452 9'-5" ABOVE 5unloOR I (1 I I I I I I I I I I I I t I qa4�. 5• A I R SEAL I NC NOTES. I I I WALL LINE BELOW TABLE R402.4.1.1 -202 I L -----------------------J "'� �` �• U;�a' AIR BARRIER AND INSULATION I I ,, �-1•"' � 1 ,s**�"4�1 a INSTALLATION ----------- r------------------------------r INSULATION INSTALLATION I i COMPONENT AIR BARRIER CRITERIA f CRITERIA A continuous air barrier shall be installed in the L----------------------------- J building envelope. Air-permeable Insulation shall not be used as v )"Ll General requirements The exterior thermal envelope contains a 2'-6"continuous alrbarrler. a sealing material.Breaks or lolnts In the air barrier shall be sealed. 1`rnrpThe alrbarrier in any dropped celiinglsoffit shall be ' " 13'-O" 10'-O" 15'-O" 5'-6" � 1 y�r`�u OCT � � �O�` aligned with the insulation and any gaps in the air barrier shall be sealed. The insulation in any dropped ceiling/soffit Ceiling/attic shall be aligned with the air barrier. 0 Access openings,drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. 0 Cavities within corners and headers of frame filling l t l d b t l i be insulated completely g The junction of the foundation and sill plate shall be walls shallO � � sealed. the cavresistance of R-3 per M al inch minlg a thermal SE�O I �� FLOOR PLAN, � O resistance of R-3 per Inch minimum. ll- Walls The Junction of the top plate and the top of exterior A IL walls shall be sealed. Exteriorthermal envelope Insulation for Knee walls shall be sealed. framed walls shall be installed In substantial A_8 SCALE: I!4" = I ft n, Ol� m contact and continuous alignment with the air O Z The space between window/doorjambs and barrier. Windows,skylights and doors framing,and skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floorframing cavity insulation shall be installed to maintain permanent contact with i� i� p V the underside of subfioor decking. ,n O Z o Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor fram ing cavity Insulation V , (y shall be in contact with the top side of r < LL and floors above garages. edge of insulation. sheathing or continuous Insulation Installed SOLAR-READY p — O on the underside of floor framing;and CERTIFICATE O O Y extending from the bottom to the top of all V d 0 Q erimeter floor framing members. -I !)- Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided This home has STRUCTURAL DESIGN NOTE W Crawl space walls covered wth a Class I vapor retarder with instead of floor insulation,shall be Incorporated features at 0 pC Z overlapping joints taped. erre anent) attached to the walls. the time Of InItIAI Duct shafts,utility penetrations,and flue shafts In accordance with the 2020 RGNYS; structural < E— Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood, steel and sealed. installation of solar steel/wood composite columns, beams, headers and Q d OL Batts to be installed In narrow cavities shall electric. girders that: F' 0 be cut to fit or narrow cavities shall be filled _ N Narrow cavities with insulation that on installation readily 0 Y conforms to the available caul space. The solar-read roof Air sealing shall be provided between the garage y O 1) resist gravity loads, and w < Z3 Garage separation zone 15 shown v on this �L 1� and conditioned spaces. constructionexeer Ian t Recessed light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained In the prescriptive design O= o thermal envelope shall be sealed to the finished building thermal envelope shall be airtight I�II and is free of provisions of the 2020 RGNYS Recessed lighting L H surface. and IC rated. 00 J obstructions that would 0 UIT �O In exterior walls,batt insulation shall be cut o limit placement of solar were designed In accordance with N O neatlyto fit around wiring and plumbing or panels. ANSI/AWG ND5-2018 with 2018 supplement. ~ m Plumbing and wiring insulation that on Installation,readily pp O conforms to available space,shall extend Plastic conduit for future behind i in and wiring. Structural elements such as walls and fenestration The air barrier installed at exterior walls adjacent to electric wiring has been Showerltub on exterior wall showers aid tubs shall separate the wall from the Exterior walls adjacent to showers and tubs that: shall be Insulated. Installed through walls at shower or tub. the locations shown to DATE: OCTOBER 2021 The air barrier shall be installed behind electrical CONDUIT Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the installation I resist wind loads, and boxes shat be Installed. HVAC supply and return register boots that O wiring between the, HVAC register boots penetrate building thermal envelope shall t sealed electric service panel and velop2) are not contained in the prescriptive design 2nd FLOOR g to the subfioor,wall covering velop ng penetrated roof mounted solar SOLAR-READY provisions of the 2020 ROWS PLAN or ROOF ZONES by the boot. panels. Where required to be sealed,concealed fire were designed in accordance with ASCE 7-I6 wind sprinklers shall only be sealed in a mannerthat is provisions and acceptable engineering practice. DRAWING NUMBER Concealed sprinklers recommended by the manufacturer. Caulking or 111=11 other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinklercover plates and walls annotated "ENGINEERED DESIGN." A == 5 or ceilin s CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELEOTRIG SERVICE PANEL [TI03.10] Z O BNL A BNL B BWL G BNL D BNL E BWL P v 1-411 V I ! O BWLI ----!--------I----��--- - I --------- - 3,�„ - .--- -. 3'-4"- ---- --- W z z _ --- - m I 61 4 �- oI ---------- - o NJi , 6.. •4 Oil 1 r BWL 2 . -- -® -- ---� I 31-10" I I-1'-10" ( 6'-6° r ----------- l I BRACED WALL PANEL CALCULATIONS ___ LATI�NS N i�' L{' ! r Wind Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story ,I Numbered Lettered cr 2-o Wall Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty --` -- Roof Ease-to Ridge Height 0.98 0.98 9'-8"; Roof Only Story Height 0.93 0.93 8'-8" - Number of Braced Wall Lines 1.30 1.60 3; 6 4'-6" 4'-6" , Additional 800 Ib Hold Down 1.00 1.00 NIA Gypsum Board Fastening 1.00 1.00 NIA Wind Factor Total 1.185 1.458 Braced Wall 140 mpli Total Bracing Braced Wall Bracing Wind Factor S�GONI7 STOfi�Y �-31�1�L i�L.�N Line Method Line Spacing Required Total Required Length Status ( ) Bracing (ft) Bracing Provided (ft) 1 WSP 10.75 3.19 1.185 3.78 25.19 OK Z SCALE: 3/16" = I ft 2 GB 12.33 6.55 1.185 7.76 52.69 OK nn, 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK i�- D-- O A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK r�` w�m z B GB 10.58 5.76 1.458 8.40 17.67 OK V z�- z C GB 12.00 6.40 1.458 9.33 23.00 OK Z Z <� 0-w D GB 12.50 6.63 1.458 9.67 25.42 OK - d) Z w E GB 9.58 5.50 1.458 8.02 17.83 OK O z O F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK z Lu Lu 6 r O z LU LU m B G BWL H BWL I BWL K W < 22'-5" g'-�' 43-`l Wind Adjustment Factors -Table R602.10.3(2) {p-187} Q O N O �J Q Lower Story z < 0 lQGarage Garage Dwelling Dwelling Numbered Lettered Numbered Lettered Comment I Exposure Category 1.00 1.00 1.00 1.00 Exposure B z Roof Ease-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling Story Height 0.98 0.98 1.01 1.01 9'-8" Gar, 10'-2" Dwelling Q 1 44'-4" 2-'-b-1 3'-II" 6'-6 r Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling I; _ I ° I _ _.. __.=„__ I _ I _ _-_- Additional 800 Ib Hold Down 1.00 1.00 1.00 1.00 NIA I I BWL 4 -- ----- �` -_ _--.� ---- ,«".,,m.r-•, -I ! Gypsum Board Fastening 1.00 1.00 1.00 1.00 NIA 0 970 0 970 Wind Factor Total 1 600 1 45D „ ! Braced Wail 130 mph Total Bracing �' ; Braced Wall Bracing q Wind Factor Required Len tlStatusy! 'v Line Spacing Re Required q g Line Method ) Total P d { } "'t�'�' 'a� ,. •., ,. BWL 5 --- ! -- (ft) Bracing (ft} Bracing Provided ft Garage y" -7 5 CS-WSP 25.42 5.0$ 0.970 4.93 6.00 OK 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK p 1VERED OOT 0 0 2021 -__''' I+ !- -ill UNDER N4 BHE ARDG BWI J PLYWOOD SHEATHING G CS-WSP 22.42 4.4$ 0.970 4.35 7.08 OK LLBo, H WSP 22.42 5.48 0.970 5.32 6.00 OK ---- 0 PLYWOOD SHEATHING - UNDER WALLBOARD Dwelling UNDER WALLBOARD l ----------- -� 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK 0 s___.._----- j' I; I I 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK O 0) 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK O , O 10-Q 8-O I O 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OKtL Ii ;I I BWL 6 - -- - ---- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK r0 O --- rr H WSP 8.58 5.00 1.450 7.25 15.58 OK O I CS-WSP 20.42 11.73 1.450 17.01 29.08 OK O J CS-WSP 21.85 12.52 1.450 18.15 20.42 OK O m 1(� kz Y PLYWOOD 5HEATHINC PLYwoOD 5HEATHINCC !„ ;. K CS-WSP 32.75 18.38 1.450 26.65 35.67 OK p v _ CA - UNDER WALLBOARD UNDER WALLBOARD r' PLYWOOD 5HEATHINO ,n I ! UNDER NALLBOARD ! ' !I �7, < O iIL >� r • P� OI OL BWL _----- _ T-4" I 0 LL LL O � 1 I i A � ry I I BWL 8 i l0'-0" I m 22'-O" I 21'-1" , DATE: OCTOBER 2021 1L WALL BRACING PLAN FIRST STORY E3NL. PLAN DRAWING NUMBER ' SCALE: 5116" = 1 ft A - & z TABLE R802.5.2 RAFTERICEILING JOIST HEEL JOINT CONNECTIONS a,ib,c,d,e, g GROUND SNOW LOAD(psf) z 20f 30 � RAFTER RAFTER SPACING Roof span(feet) ° SLOPE (inches) 12 120 128 136 112 120 1 28 136 LL Required number of 16d common LU nailsa•b per heel joint splices,a,e ° 12 4 6 8 10 4 6 8 11 z 3:12 16 5 8 10 13 5 8 11 14 p 24 7 11 15 19 7 11 16 21 I - ---- --- 12 3 5 6 8 3 5 6 8 Z I -- -- - - - 50LAR-READY ZONE [TI03.3] ' I - - - -- - - - - ' 24 5 g I2 10 5 9 12 16 # PROVIDES 36" WIDE AGGE55 PATHWAYS FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL 12 3 4 5 6 3 4 5 7 REMAIN CLEAR OF 0BSTRUGTI0N5 SUGH A5 j 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETC. [T103.4] I (TYPIGAL-3) 24 4 7 9 12 4 7 10 13 �••� O ATTIC PATHWAY FOR SOLAR ELECTRIC[TI03.8] ROOF LINE 12 3 4 4 5 3 3 4 5 INSTALL 2"(D VERTICAL SGHEDULE 80 PVG CONDUIT THROUGH ALL WALLS TO ATTIC, WITH - -. .-----------.-_- ,_ ..- _--_-- _ -- ------_.__-- _-_------L__._______-.- ---.- _- .._ .. 7:12 16 3 4 5 6 3 4 5 6 TEMPORARY PLUGS OR GAPS AT EACH TERMINUS - -- - -- - - - -- - O [E3&02.3.2]. WALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 I I 6 ROOF BELOW ROOF BELOW Z�Q 12 3 3 4 4 3 3 3 4 ly o — R A.,..,....,....- o +� 9:12 16 3 4 4 5 3 3 4 5 2xi0 RR AT16" oz. - 2x10 R N � � X � � 24 3 4 6 7 3 4 6 7 T 16 c.c. cv F ROOF OVERHANG BELOW Q d 12 3 3 3 3 3 3 3 3 ,.,.;t {?,,.,.....w.., 12:12 16 3 3 4 4 3 3 3 4 ROOF LINE M . 24 3 4 4 5 3 3 4 6 - - ....r,_x�...7—/ I ' X WALL LINE 1 , _.: _... . ...�ww ... w... : „�� j _ ... .._.._.__ a ,. i- For SI: 1 inch=25.4 mm, I foot=304.8 mm, 1 pound per ( _... square foot=0.0479 kPa. a. 40d box nails shall be permitted to be substituted for 16d ---------- --, �S� 2x6 RR common nails a . I � � � E I I b. Nailing requirements shall be permitted to be reduced 25 percent if nails are clinched. - - -- — C. Heel joint connections are not required where the ridge is .4 supported by a load-bearing wall, header or ridge beam. AGGESS ROOF -^__ Q AGGE55 ROOF /j i �- d. Where intermediate support of the rafter is provided by 1 Q IY d is �`. M '�.n -- vertical struts or purlins to a load-bearing wall the � tabulated heel joint connection requirements shall be X / ' I X t /� i 1 -� i e N _ - . N �' N - permitted to be reduced proportionally to the reduction in - 0—_ _–I I �` .. y span. < e. Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices. f. Applies to roof live load of 20 psf or less. 1.75 x 14 LVL STRUCTURAL RIDGEj cv g. Tabulated heel joint connection requirements assume V P05T RIDGE DOWN TO BEARING W WALL AT 12'-0" ON-CENTER OR LESS " P05T DN that ceiling joists or rafter ties are located at the bottom �/ O 2x12 RIDGE -.•,,. - of the attic space. Where ceiling joists or rafter ties are 2x12 RiDGE: m lu located higher in the attic,heel joint connection m z r:' I i requirements shall be increased by the following factors: `-� d"r z I, ? ► _EXTEND RIDGE TO J 1T lU _ I BEARING WALL AT o HC/HR _ Q ZHeel Joint Connection Adjustment Factor ALLVAULTEDGARAGE ROOF BELOW _ CEILINGS I l --- 1/3 1.5 z dl � ° B Q 1/4 1.33 d >. IL — r °W � ,, O IL > p/ tU dJ ® IK Q 115 1.25 tX 1/6 1.2 1L O Q I A 0 or less 1.11 d d y \TI owhere:xHe=Height of ceiling joists or rafter ties measured vertically z 2x6 RR AT I6 o.c.x above the top of the rafter support walls.HR=Height of roof ridge measured vertically above the top of2x10 RR AT I6 o.c. 2x10 RR AT ib o.c.a x the rafter support walls. 1NWALL L E 2x10 RR AT 16" o.c. b ROOF LINE i fl i �A �Cvr.~ w1.(?,Ai1� ROOF LINE Q, ROOF BELOW PORCH ROOF BELOW N X z. WALL LINE `,;rrtl? }r mr:1 f DEL; VERED CBCT 0 6 2021 ROOF LINE -- I J � O lT n' ROOF PLAN, SCALE: 1/4" = 1 ft ° QU � N 0 0 STRUCTURAL DESIGN NOTE v p- Z In accordance with the 2020 RGNYS; structural 4 V elements such as engineered wood, steel and ~ X steel/wood composite columns, beams, headers and <Q girders that: �n In 1) resist gravity loads, and v W 1�1 VIL 2) are not contained in the prescriptive design O= O provisions of the 2020 RGNYS IL were designed in accordance with 10 ANSI/AWG NDS-2018 with 2018 supplement. ° J Structural elements such as walls and fenestration that: DATE: OCTOBER 2021 I) resist wind loads, and 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed in accordance with ASCE 7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A -7 m ROOF -------------------- 2x EXTERIOR WALL I z O I I - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - " LOSED- ELLSPFINULATION- Q STUD TO FLOOR J015T V j 51MP50N COIL STRAP p/ ------------------} ------ ---E------------------------------------------I---} ---------------------------------------------------------------I -------------------------------------------------------i (4)-8d NAILS AT EACH END Q IL CEILING LAUNDRY I I I FAMILY BATH �_ i - - - - MASTER BATH I i 2x SOLID BLOCK t AIR-SEAL BETWEEN FJ 2x RIM BOARD - - - �- - - I � - 1 - - - - - -1 - - - - -1 I W >I I I > � > I > I I I > I > I > I >I > I Q a ,() 11? I I 'n I '�I U'I I ( I N I 'n I I I I i GANTI LEVERED FLOOR JO 15T z V- WG - - - - WG - WM o � WASHER I I I I LAV. I I I LAV. I LAV. I I I — OSB 8 VINYL SOFFIT 0 Q I.._ TUB I I TUB I I II I II`��zl Li I I FLOOR JOIST TO WALL: IF SHOWER I I FLOOR N H2;(5)-bd NAILS TO FJ a (5)-8d NAILS TO STUD 2nd FLOOR I 2x EXTERIOR WALL } - --- --------- ---- -------- --- ----- --- --- _--I a ALTERNATE WHERE FJ/5TUD M15ALIGN5: --------------------------------------------------- -- --- ------- 2, W 3 N) I-1/2 V-47--r 1-1/2 W 1-1/2 W 2 N) 3' W 2 N) ' " � �� FLOOR JOIST TO PLATES: 211 H �y I I G.O. 211 W 3" W I ( G.O. 2" W 3" W I 5IMP50N H2.5;(5)-8d NAILS TO FJ,(5)-ed NAILS TO PLATES --------------------- I PLATES TO STUD: -1------------------------------------------ ------------------------------------------------------------------ -------------------------------------------------------I SIMPSON H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD z - - - I O CEILING - - - - - - - - - - - - - - - - POWDER - - BATH I 2x ROOF RAFTERS AT I6" D.G. - - _ _ _ - - - KITCHEN - - _ - - - - I USE &ALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM in I %n I uZ I u?I in I _ I 1DETA I L. AT FLOOR 2x CEILING JOISTS AT 16" O.G. V GANTI L.1=VERS 4 SETBAC-eKS USE ( NAILS RAFTER IWC I WG I i JOINT OINT CONNECCTT ION 3 KIT SINK I LAV. LAV. I I SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) ASSEMBLE WITH 10-d NAILS �y D m m I UG3A PRESERVATIVE TREATED I 12" O.G. 5TA66ERED ALONG LENGTH I SHOWER I VENTED VINYL SOFFIT ix& TRIM BOARD Ist FLOOR ---------------------------------------------------------- ----- -------------------------- 2" W 1-1/2" W 3" W 1-1/2" W 3" W 2" W I UPLIFT CONNECTIONS: G515 6ALV. GOIL STRAP G.O. 2.. W G.O. 2.. W 3.. W G.O. 2 1"1 USE (2) AT EACH POST, TOP b BOTTOM I 5/4"xb" DECKING (4)-IOd NAILS AT EACH END ----------------------------------------------------------- ---- ------------------------------------------------------------------ ----------------------------------------- -------------i PERPENDICULAR TO J015T5 CEILING G.O. 411 W 4" W - 2)-No. a WOOD SCREWS AT 4 1 I r 4" IF.A.I.-]IA1EACH SUPPORTING MEMBER 4x4 WOOD COLUMN [R501.1] VATIVE TREATED RES DIRECTLY ON FLOOR BAiwa FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS UG55 PRESERVATIVE TREATED i (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROWS OF IOd NAILS FL.UME31 NO RISER 17 I AO RAM 'TO APPROVED U65B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R501.5] -/ SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE i 4x4 WOOD P05T BASEMENT FLOOR i UC55 PRESERVATIVE TREATED ---------------------------------------------------------------------------------------------------------------------------------------------------------------.-----------------------------------J PB44 HOT-DIPPED 6ALV. i/- P05T BASE ANCHOR RA LIA m 1- m WO 12"(P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 ZW Z VERTICAL REBAR ON Z Z <W B Z W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 m - REBAR EACH WAY, REBAR 4" ABOVE (� Iv ,-- d r O z TYPICAL ROOF R-301 BOTTOM 0 z O ASPHALT ROOF 5HINOLE5 OVER 15# FELT OVER < �1 � �r ®W �" STRUCTURAL PANEL SHEATHING OVER ll-J 2x10 RAFTERS AT 16" O.G. 'Q 1.75 x 14 LVL STRUCTURAL RIDGE R-39 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) TYi�I GSL. PORCH 1�1=T I L. O } d (SEE ROOF PLAN FOR POST LOCATIONS) WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] Q> - OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] SCALE: NT5 �/ N O < 0 R I IAC E TI=NS I ON 5T AF: 12 8 WRAP STRAP OVER RAFTER —I (5) 10-d COMMON NAILS AT EACH END OF STRAP I 1`rf•`�rY-rf`�rY-i xtr`ri`rr`���`�i`�r`r'ri�u�t`fr`�i` '� i11 11 11 IT 11 111 11111 2x4 COLLAR TIE 11 IT 11 111111 11 AT 48" O.G. GABLE WALL INSULATION (OPTIONAL) GONTINUOU5: R-5 1-IN6H RIGID FOAM XPS I i e'" ,.� .'"•Z CAVITY: R-13 2" 5PF SEALED ATTIC, (IN219LGTLY GONDITIONED) MT53OG STRAP-TIE " �°'�"�•�° ,d r;• ri (BEYOND SECTION) 2 SOLID •"4h <'"(� ° p 2x6 GJ AT 16" O.G. �� SMOKE +£ G.O. WOOD BLOGKIN6 EACH RAFTER DETECTOR IN ATTIC ti 1-1/4" WIDE 20-OUAOE =�.:3�f�;rr•�'�,�„��'.�.` ' f r�W: GALVANIZED STEEL STRAP i� T1=i� TO STUD : NOTE: ALL DUCTS SHALL BE EAGH 51DE OF WINDOW AND �' °• • `"' �* .,; TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2" GYPSUM I_p" WRAP STRAP OVER RAFTER 2x4 5TUD5 AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH DOOR OPENINGS. INSTALL •���sa!? ["" "'��, ` ` (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND STRAP FROM TOP OF TOP '' (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x8 HEADERS UNLE55 OTHERWI5E NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 PLATES TO JAGK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFAGED FIBER&LA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC.. 0 MINIMUM LENGTH BELOW DEL VERED OCT 0 8 202 IAN) MANUFACTURER'S SPECIFICATION VINYL 510IN6 OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION N z HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL SHEATHING 05445P = BOTTOM OF HEADER Q R-13 2" GL05ED-CELL - z HALL LAUNDRY W I•G• 5PF AT RIM J015T N 6 0 BEYOND SECTION Wj (2)-1.-15 x 16 LVL :j �� Q DOUBLE-FRAMED Q STAIRWELL (TYP) 3/4" FLOOR O w _ 16" TJI-360 FJ AT 16" O.G. o c a e 5 tL TYPICAL INTERIOR WALL 2x12 LEDGER N I I Q Q O 2x4 STUDS AT 16" O.G. 1 )-1.15 x 16 LVL 1/2" 6YP5UM ` NAL.L. STUD TO NAL.L_ STUZ,) : (2)-2x4 TOP PLATE;2x4 SOLE PLATE ��• Q 3/16 I FL HDR ARD FINISH STRAP OVER OR UNDER SHEATHING Y�" GYPSUM WALLBOARD ON BOTH SIDES O 0 (4) 8-d COMMON NAILS AT EACH END OF STRAP �C- Ist FLOOR PLATFORM 2x6 G.J. SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET Q 2x8 PLAT r O OOP FLOORING OVER R-13 2 CLOSED-CELL I I 0 (y TENSION 57H'moi=I NC o 3/4 PLYWOOD 5UBFLO0R 5PF AT RIM J015T 11.815" TJI-230 FL R JOISTS AT 16" O.G. CID RO55 RIDGING AT M5PAN Q O T V�1L.L. 0F1=N i NC 5 p o 1/2" GYPSUM I I HALL PANTRY SCALE: NTS J SILL CONSTRUCTION: BOARD I I vi v Z 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINISH IQ p V Z (SEE TYPICAL WALL DETAIL) q 3/16" INISHED FLOOR < < �- m o � 0 o x 14 1/2" GYPSUM STU1� TO SILL PLATE :: STAIRS LVL GIRDER BOARD FIN15H WISHED GRADE �� < SLOPE 6" IN 10' MIN. AWAY FROM BUILDING FINISH GRADE (4)-3 S" L r- SCREWS WRAP STRAP UNDER SILL PLATE PER GODS J W (6) 8-d COMMON NAILS AT EACH END OF STRAP a BASEMENT Q = O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a 2xa PLAT _ o (INDIREGTLY GONDITIONED) u • ' . r w FULL HEIGHT R-II BLANKET WALL INSULATION AS MANUFACTURED BY •d . GERTAINTEED CORP. ASTM E54 MAX. -1 •• �! ' 0 4 FLAME SPREAD INDEX ; 25 Q MAX. SMOKE DEVELOPED INDEX 5 50 2x6 STUD WALL AT &ARA&E `r F (SEE FLOOR PLAN) DATE: OCTOBER 2021 BOARD BGYPSUM Z+\0 TRIM 5HEATHING AROUND GEILING JOISTS Oq" FIN15H 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 2x6 G.J. LAP AND CONNECT OVERHANG GEILING JOISTS TO STUDS WITH SECTIONS 4 MINIMUM (3)-16d FACE NAILS DETAILS 10" POURE CONCRETE FOUNDATION STEM WALL (ENGINEERED DESIGN) HION I N1� UPL.I FT 5TfiZAPP I NC VERTICAL INFORGEMENT: #4 REBAR AT 12" O.G. �' I CRETE COVER FROM INSIDE FACE w/(3)#4 REBA E.H. P.G. FOOTING 5GALE: NTS HORIZONTALTOP BAR W THIN REINFORCEMENT: OF TOPOF ATA O.G. DRAWING NUMBER LL UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING S - WAI 5EGT I ON B _ NOTE: ALL METAL 5TRAPPINO SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). MINIMUM 3'-0" BELOW GRADE 50ALE: 1/4" = 1 ft SCALE: 1/4" = I ft STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE R101.1 UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building code - Iq NYcRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES "" `- and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be Issued by the 1- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit V and approved construction documents shall be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until project completion. p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://Iiozorcis.ate-ounr-ll.org FOR THE PROJECT LOCATION: LOAD m h CATEGORY Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p g z (mph) effects region debris zone depth N 41.0031 H '72.56650 THIS NEW RESIDENTIAL 5TRUGTURE UTILIZES R1063 DE51ON PROFE55IONAL: A Certificate of Authorization Is 0 WIND DE51ON IS NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION 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 1 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide � MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer hasTHE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 4 8301.2(3)] AFFIX THIS 51ON IN ACCORDANCE WITH supervision nor Inspection,and therefore is not respponsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE la NYCRR PART 1265. for work performance of the builder. The builder shail Q Elevation Latitude temperature coolie Immediately notify Designer, In writing, If there Is any ►1•l heating cooling factor p 9 difference COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and plana60 ft 41° North 15' 99%outdoor DB 85° 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. Z 0) MAIN ROOF UPLIFT CONNECTION FORGE = 200 pIf (28'-'J" roof 8301.2.1 WIND DE-516N: In accordance with Figure, R301.2(5)B wind - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer gam" Daily range - span, 140 mph, pitch greater than 5:12) [TABLE R502.111 design Is not required. This building is designed In O difference heatingcoolie wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pIf 9 accordance with the wind provisions of the 2020 RGNYS. 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 = 80 pIf R3012.12 PROTECTION OF OPENINGS: This building In not located 0 UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP to a Wlndborne Debris Region. OF ALL BRACED WALL PANELS [R602.3.51. R3o12.4 FLOODPLAIN: This building is not located In a flood # hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads. IWx JJt -i 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) Z 8301.6 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 R301b, span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b,e SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION NOMINAL MATERIAL a b 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) (inches) (inches) support R301.6 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2%" x 0.113"); or 4-8d box(2 Y" x 0.113"); or (inches) these plans are nominal sizes. Engineered wood dimensions 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 Y x 0.128" ;or Toe nail 2] Joist to sill,top plate or girder 3-1Od box Y x 0.128" ;or Toe nail ( ) ( ) Staple 15 ga. 1 % 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131" nails 3-3"x 0.131"nailst t projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2%"x 0.113");or 8d box(2%"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%"x 0.131") Per oist toe nail 22 Rim joist,band joist or blocking to sill or to late ( i " "). 0.113 Nail 2 3 6 WALLS AND CEILINGS= sum wallboard is a Glass A finish 2 Ceiling joists to top plate ,or j J J g p p 8d common 2/2 x 0.131 , or having a F51 = 15 (re 'd ma. 200) and a SDI = 0 (re 'd max. 3-1 Od box(3"x 0.128");or (roof applications also) l Od box(3"x 0.128");or 6"o.c. toe nail t%2 ands Staple 15 and 16 ga.2 4 g g q `� 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 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%"x 0.131"); or Staple 15 ga. 1 / 3 6 concealed spaces having substantial contact with caviity 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 2%2 and 3/ t surfaces shall have a F51 s 25 and a 501 < 450. see plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 %4" 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 firebllock 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 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder t „ Blind and face nail 2-Itis common 3/ x 0.162 t where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail 2/ 3 6 3-16d box(3% ' ) At each bearing,fact nail"x 0.135" • or 1 Staple 15 ga. 2 a 4 8 8302.12 DRAFT5TOPPING: Not needed for this project. 4-10d box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) t 5 Collar tie to rafter, face nail or 1Y4"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% 4 8 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") t „ „ project under Exception 4. 3-Itis common(3 x 0.162 ), or SPACING O FASTENERS 4-1 Od box 3"x 0.128" •or NOMINAL MATERIAL a b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed Y2"„ „ . ( )� DESCRIPTION ' OF FASTENER AND LENGTH 3-16d box(3/ x 0.135 ), or 26 Band or rim joist to joist :: ,: End nail THICKNESS d luminaires shall be IG-rated I/A/W N1102.45 with se oration , \ 2 toe nails on one side and 1 toe J J 4-3 x 0.131 nails;or (inches) Edges Body of panel from Insulation per listing. p 6 Rafter or roof truss to plate 3-1 Od common(3"x 0.148");or inches p g• Z V nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown (inches) (inches) (inches) 4-lOd box(3"x 0.128"); or Or miss' 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-cementh 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; L M W at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W M Z IV 4-16d box(3%" x 0.135");or 3-1 Od common(3"x 0.148");or l Od box(3"x 0.128"); or 24"o.c. face nail at top aid bottom 3d,corrosion-resistant,ring shank nails R30q.1 GARAGE FLOOR SURFACE: tiara a floor shall be 5-Inch Z Q dJ Z a „ • Toe nail „ 3 6 g - 0 -1 w 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 q,� 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. is r� � <- 7 0 W And: Staple 18 ga., %long,%crown V 0 r O Z 7 to minimum 2" ridge beam 2-20d common 4"x 0.192" • or (finished flooring other than tile) 3 6 R31O EMERGENCY ESCAPE AND BESGUE OPENINGS: It is the Z O Z dJ Z g 3-16d box(3 2" x 0.135");or ( )' Face nail at ends and at each splice % builder's responsibility to verify that window units supplied by < > p O to 2-Itis common(3%"x 0.162") or 3-10d box(3"x 0.128");or 14 long x.121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for DL V IU ,� 0 O End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. n/ d W 3-10d box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) p� O V 1- lh < 3-3"x 0.131"nails i 8311.1 STAIRWAY5: Interior stairways shalt be pre-assembled Q > < X 4-Itis box(3�"x 0.135");or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws f� O IY Wall (for the finish) 8 8 wood units. The maximum riser height shall be 8-I/4 Inches and V / N 0 Q 3-16d common 3 %"x 0.162" . or the minimum tread depth shall be 41 inches,plus nosing where Z Q 28 Ledger strip supporting Joists or rafters ( )� At each joist or rafter,face nail Qj Itis common(3 Y2"x 0.162") 24"o.c. face nail 4-1Od box(3"x 0.128"); or Plywood required. Provide handrails per Code. < < 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or 4-3"x 0.131"nails 1 a ring or screw shank nail-minimum R312.1 GUARD5: Walking surfaces more than 30 Inches above 3"x 0.131 nails 16"o.c. face nail t 5 t 3 6 grade,and steps leading thereto,shall have guards that Z 2-1 Od 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 2%"x 0.131" • �� Each end,toe nail 16d box(3%"x 0.135")• or ( ),or 2-3 x 0.131 nails Staple 18 ga.,%,%6 crown width 2 5 9 Stud to stud and abutting studs at intersecti:ig wall ' 12 o.c. face nail 83122 WINDOW FALL PROTECTION: Windows with sills less than �] 3"x 0.131"nails SPACING OF FASTENERS it s is t 14 ring or screw shank nail-minimum e 24" above finished floor and greater than -12" above grade corners(at braced wall panels) �� �� �� /2, /, /2 and/ t 6 8 shall be protected per Code. 16d common(3 Y2 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''b'' Edges h supports',' 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,.••.--tr..,,^ 10 Built-up header(2"to 2" header with%" spacer) (inches) • �~ inches i9 5 23 3 t :: 3 6 smoke alarms,carbon monoxide alarms,and heat detection Itis 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 plans. � ,ex:•x. f r: Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a 1 i �: �`` " •I PP�-0•�! �4: "� 5-8d box(2 y" x 0.113");or P g g p g g p g •� / 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations ••r c:" '•�,� , �- 11 Continuous header to stud 4-8d common 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. 4-1Od box(3"x 0.128") ) 30 �� /� 6d common(2"�x 0.113")nail 6 12f 1 %long ring-grooved underlayment nail 6 6 831-1 WOOD DECAY PROTECTION: Lumber specifled In the plansI <'._ai l f/ s 2 subfloor,wall as pressure preservative- treated (P.TJ shall be In -� , 1*.• ^ t s Itis common 3 72"x 0.162" 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 3 s.% _51, ( ) accordance with AWPA UI for the Intended use and location. �t.1," f "s.•.;: �' 12 Top plate to top plate 10d box(3"x 0.128");or 31 t%2" - 1" 8d common nail(2%"x 0.131 ) 6 12' Staple 18 ga., %long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless ` 12 o.c. face nail `' ` •`° '� lOd common 3"x 0.148" nail;or steel,silicon bronze, copper or I/2" diameter or greater 3"x 0.131"nails i „ _ ( ) 6 12 Particleboard steel bolts. f 32 1/ 1 8d 2%"x 0.131" deformed nail "r ( ) S / 4dring-grooved underlayment nail 3 6 R401.4.1 GEOTEGHNICAL: Footings and foundations shall rest on r Y2"„ Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2000 p '1.lVE�kD OST Q Q 2�2! 8-16d common(3 Y2 x 0.162");or Face nail on each side of end joint t „ psf. Visually graded soils that have this load-bearing value 12-16d box 3 Y2'x 0.135" ;or :: 1 YZ galvanized roofing nail, /6 head 3 6d ring-grooved underlayment nail 6 10 Include GW t GP- ravel and sand ravel;GM d GG-silt and 13 Double top plate splice ( ) (minimum 24 lap splice length 33 � structural cellulosic fiberboard sheathing i :: 3 6 / 9 y 9 y 12-1Od box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 ga., 1 4 long, g crown 3 6 cla a gravel;5W d 5P-sand and gravely sand;5M 4 5G-silty each side of end joint) � � O 12-3"x 0.131"nails 3 :: 7 :: an c ayey sand. Unsuitable subsoil material encountered J 1 /4 galvanized roofing nail, /6 head t 6d ring-grooved underlayment nail 6 10 duri excavation shall be excavated and replaced in-sltu 0 t- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 %"long 3 6 /' s Staple 16 ga., 1 4 long,%crown 3 6 with /4" crushed stone to a minimum depth of 8 Inches or AOBE. = 0 O � . Itis common(3%"x 0.162") 16"o.c. face nail 1� d 1%2"galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior p , Bottom plate to joist,rim Joist,band joist or 35 Y2 gypsum sheathing „ t „ 7 7 walls and other vertical concrete work exposed to the 1- 1 t/2 ion 1 / screws,Type W or S For SI: 1 inch=25.4 mm. 'R' 14 16d box 3 t "x 0.135" or g' weather shall be air entrained stone concrete with a minimum blocking(not at braced wall panels) ( /2 )� 12 o.c. face nail U- (� t- 3"x 0.131"nails 1 3/" galvanized roofing nail; staple galvanized, compressive strength of f c,=3000 psi at 28 days. Porches, r0 O 36 4" gypsum sheathings s " 5 :: 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 Z m 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 t floor slabs shall be air entrained stone concrete with a 0 �9 Bottom plate to joist,rim joist,band joist or ( ) b. Staples shall have a minimum crown width of%6-inch on diameter exce t as noted. minimum compressive strep th of Pc=3,500 psi at 28 d Q 15 2-Itis common 2/"x 0.162" • or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p p p 9 p �• O 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. � f- v 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 FR05T PROTECTION: Exterior footings and foundations Lo 37 4" and less 6 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 ' ' t- 8d common(2 Y2x 0.131 )nail y O v N 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%"x 0.113");or (� 0 � 3-16d box 3%"x 0.135" ;or „ _ 8d common(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 /g 1 „ 6 12 8404.1.1 BACKFILL: Backfill shall not be placed against .^ 0 k O Z O Toe nail 8d deformed(2 t/2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of T da Brace to V / (y 4-8d common(2 t/" x 0.131");or �• p ,- Q � 4-1Od box(3"x 0.128")• or IOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. X 0 7 _ P ^d- 4-3"x 0.131"nails 39 1 4" - 1 1/" 8d deformed(2%"x 0.120")nail 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber V\ p Y uQ� 0 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer O - v 0.� E- Q 3-I6s box(3�" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus �� Q � � Z t� For SI: 1 inch=25.4 mm 1 foot=304.8 min 1 mile per hour=0.447 M/s; 1 ksi=6.895 MPa. E=2.o x Io 6. � V 2-Itis common(3/2" x 0.162"); or End nail p � r � v Z 3-10d box(3"x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall t - Q< X 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 f `�. 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. Q < 3-10d box(3"x 0.128")• or a b c OL 1/ 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 WALL SHEATHING USED TO RESIST WIND PRESSURES ' ' 8-102.3 GYPSUM BOARD: All Interior walls to be covered with Xz" F- N 17 Top plates,laps at corners and intersections 2-16d common(3 J2"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise 0 - tV 3-3"x 0.131"nails noted on plans. 0-1 W b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN Q to MINIMUM WOOD MAXIMUM PANEL NAIL R�03.3 SI N : 3-8d box(2%"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„It by DIG Exterior wall covering shall be vinyl siding tested �W � STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind regions and Installed 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. PANEL (mph) 0 ( ) PANEL SPAN SPACING with fasteners In strict accordance with the manufacturers � 18 1"brace to each stud and plate 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). THICKNESS Instructions for high-wind regions. Use stainless steel nails for ( )� Penetration RATING (inches) Edges Field Wind exposure category dg 9 �0 f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl siding on buildings located within 3000 feet of �u) 2 staples 13/4" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. N N inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is les; 0 6d Common 1.5 24/0 / 16 6 12 140 115 110 g m 3-8d box(2%" 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 3 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2 y"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling Joists shall be -t 19 1"x 6" sheathing to each bearing 2-10d box(3"x 0.128");or Face nail g. Gypsum sheathingshall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. 8d Common 16 6 12 170 140 135 2 staples, 1"crown, 16 a., 1 %4" ion sheathing shall conform to ASTM C 208. :, 1.75 24/16 %6 8806 ROOF VENTILATION Soffit vents shall be rovided with a p g S g (2.5 x 0.131 ) 24 6 12 140 115 110 p 1� h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and requirei minimum net free ventilating area of)(�of the area of the DATE: OCTOBER 2021 3-8d box(2/2"x 0.113");or vented space within the soffit. Attic is unvented. t� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common 2 72"x 0.131" or For SI: 1 inch=25.4 inm 1 mile per hour=0.447 in/s. Ra052 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall ( )� supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to ' pp p g pp 3-10d box(3"x 0.128");or be labeled to indicate compliance with ASTM D-'7158 Glass G the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"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 or accoror dance da ce with he manufacturTM D-5161 Class F, er's instructions shall ttoed In achieve p g P P iP Pp pyPy g p 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 oa 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 g Wider than 1 x 8 pp o he 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 3000 feet of 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. 4-8d box(2%"x 0.113"); or 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 jg g pc. 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 . the opo 1 is a Roof Sheathing 3-1Od box(3"x 0.128"); orRinShank nail meeting the specifications in ASTM F 1667. 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., 1 3/"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. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Load bearing or braced/shear wall m -3 JOIST DETAILS Plate nail-16d(0.135"x 3Xz")at above(must stack over wall below) 1 12"on-center Load bearing or braced/shear wall above Plate nail, ent(0.135 x 3/"} When sheathing thickness exceeds%8", 2x stud wall at Floor panel nail- g P + present) ALLOWABLE HOLES - TJI Joists Plate nail, 16d(0.135"x 3 Y2") Blockin anel: 1/e"TJ®Rim Board, 1 (must stack over wall below when resent at 16"on-center at 16"on-center , No load bearing trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6"on-center /a"TimberStrand® LSL or TJI joist. g Z Blocking panel: Web Stiffener wall above Min.distance from Table A Min.distance from Table B %"hole may be cut 0 ® Plate nail-16d 0.135"x 3X2" anywhere in web out- 1/a"TJ Rim Board,1/a" required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: Do NOT ~ o at 16"on-center" side of hatched zone TimberStrand- LSL or 1Y6"Ti Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 ® cut or notch flange. 11) TJI®joist Floor panel nail- 8d(0.131"x 2X2")at 6"on-center" boundary nails, at 63W ONLY 1 a"TimberStrand LSL 8d 0.131"x 2Y2" a 1X4"TimberStrand® /or TJI®joist O Rim-to-joist Web Stiffeners required 4"on-center ) LSL rim board. Y1e" Web stiffeners 6" `� 0 O g Z 1 required on both O nail each side at A3._W 61 B1 W side s of both joist f° L, 2 x D, D, Closet rou ed round L 2 x L D Toe nail, Toe nail, Toe nail-10d(0.131" 1 Y 9 P z z z 6" 6" 11X8"TJ®Rim Board A3/A3W When sheathing 12„ ends at B4W ONLY No field cut minimum holes are permitted if minimum No freed cut Do not cut 1)! • ( x 3")at 6' on-center 10d(0.131"x 3' 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/", Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes in holes larger 0 at 6"on-center at 6"on-center only)or min q End of joists at hatched meets requirements for hatched + g 1Ya"TimberStrandt LSL. trim sheathing tongue 8 „ on both sides at 61 W cur holes!n cantilever except knockouts) q than 1/ In For nm board thicker than 1/a centerline :ones round or square holes. :ones cantilever TJI®rim joist at rim board and B2W ONLY refnforcemenr. q Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Toe nail-10d(0.131"x 3°> Table A - End Support 0 required on both Must have 13/a"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blockin anels ma be re uired pp at 6"on-center P P 9 9 P Y q a * 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 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 0 kD nail from side of parallel closure into rim board. B3 63W 64 B4W Z Al Al W A2 A2W 8(919(9 p walls above or below-see detail B1 below-see detail B1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - rim joist per A3 detail. t * Joist 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 A3.4DEPTH z' 3~ a~ s" sY 7' s% ++' +3" 2' 3' a" 5 sY" 7~ a�/' ++~ +3 Nail through 2x cantilever,wood backer and � O O O O Details and Installation in Weyerhaeuser Installation Guide 1 e"TJ®Rim Board or 1X"TimberStrand® LSL. g TJ10'oist web with 2 rows 10d 0.148"x 3" 110 1'-0" 1'-6" 2'-0" T-0" 5'•0" 1'-0" 1'-6- 2'-6" T-6" 4'-6- Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Blockin 1 ( ) 210 r-0" r-s" 7-6" T-0" s'-6" r-o" T-o" 2'-6^ 4'-0' 5'-0^ for Floor and Roof Framing,TJ 9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9Y„ 230 V-6" 2'-0- 2'-6" T-s- 5'-6" 1'-0" 2'-0" T-0- 4'-6" 5'-0^ p Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3X2'TJI® 360 r-s" 2'.0" 3'.0" 4'•0" s'-o^ r-s" r.6" T-6" 5'-O" 5'-s" _d with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-6" 3'-6" 5'-0- 7'-0" 2-0" T-0- W4' F-s- 6'-0" ®' ' diameter maxim m h l for 11 "- 6'-0"length of TJI joist 8 u hole o / 1 schedule. 110 r-a' r-o° r-s" r-" r-s° 3'-0" s-6" r-o" r-s" r-o° r-6" a'-s° s'-o" s'-o° # reinforcement and filler 16"deep blocking panels;6"diameter 1Xe".Na Rim Board 1/a"TimberStrand® 210 r-0- r•s- z'-0" r-0" T-0" T-6" 6'-0- r-0- r-s" 2'-s- T-0- F-0" s'-s" s'-6" 4'-0"length of 8"diameter maximum hole for 117/8"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist ++'/~ 230 1'-0" ,'-6" 2'-0" 2'-6" T-0" 3'-6" 6'-6- 1•-0" T-0" 2'-6" T-6" F-6" s'-6- 7'-0" ILI - 3 „ 7 „ one each at top and bottom flange. with one 8d(0.131 x 2/) 360 r-s" 2'-0" T-0" T-6° 4'-6" 5'-0^ T-0^ r-s^ 2'-s" 3'-6- a'-s" s'-6" 6'•6" 7'-6" (1 /4'reinforcement on 16"deep blocking panels;6"diameter with 9/2 and 11/e TJh or shorter than 12"long. F1 applies to 560 r-6" 2'-6" T-0" 4'-0" 6-6" s'-0" 8'-0^ z'-6" 3'-6" a'-s" 5'-s- 7'-0" r-s^ e•-o~ ----!! 8"diameter maximum hole for 11 one side at E2,both " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 7 maximum for blocking panels 9/2 j 110 1'-0" 1'-0" 1•-0" 1'-0" 1'-6" 2'-0" 3'•0" 5'.6" 1'-0" 1'-0" 1'-6" 2•-0" T.6" 4'-0" 6'-0" 8'-0" Web stiffeners /8"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Yz") Horizontal blocking uniformly 2+0 1'-0" 1•-0" 1'-0" 1'-6" z'-O" z'-s" T-s" s'-0'• 1'"0" 1'-0" 2'-0" z'-s" a'-o" a'-s" s'-s" s'-s" Load from above required cn both diameter maximum for blocking Do not cut flanges. 1X6"TJ®Rim Board 1X4" nail at each comer panels between each loaded joists +4•• 230 1'-0" 1•-O" 1'-0- 1••6" 2'-6- 2'-6" 4'-0" T-0" 1-o^ 1'-0" 2'-0" T-0" 4'-0" s'-o" 7'-0" 9'-0- I- sides at E1 W ONLY panels 9Y2"deep or shorter than g TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 1'-o" 1'-0" 1'-6- 2'-6" T-6" 4'-0" 5'-6" 8'-0" 1'-0" ,'-s" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" 12"tong. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood Ik �d` 560 1'-0" 1'-0" 2'-0" T.0" 4'-s" 5'-0" s'-6- V-0- 1'-6" T-0- 4'-0" 5'-0" T-O" T-6" V-0. 10'-0" Y,e"-, Do not cut flanges. 1Ya"TJ®Rim Board or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer �a�`�e tec °t��`f� 2+0 ,'-o" 1'-0" 1•-0^ l.-O.' r-o" r-6" z-s" 3'�. 6'-0" 1 0" 1'-0" v-0" 7-0" 3'-0" T-s" s'-s^ 8'-0" 11'-0" O TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" �`�es c ca���`oad5 +s 36o r-o" 1=0^ r-o- 1= 111-01, 0" z=s" z=6" T.0" 6'-6" 9'-0" 1=0" 1'-0" 1"-6,. 6"0. " '-6" 9=0" 10'-0" 11=6" 10d(0.131 x 3")nails,one Attach reinforcement to both sides at E6 g X12 ete c�`� reinforcement on one side ��� O 560 1'-0" 1'-0" 1'•0" 1'-0" 2'-6" 3'•0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'6" T-0" 10'-0" 11'-0" 12'-0" each at top and bottom flange. joist web with 3 rows Full depth vertical a� tit ��'� blocking between at E7,both sides at E8 F1 ° �e�° 10d(0.148' x 3")nails at 6" 9 4" 5'• s" 7- 8'• 10~ 12" u" 17" 4" 5" s" 7" 8" +o• +2- +5 +7" Attach reinforcement „ on-center,clinched.Use 2 each joist 3so r-o^ r-o" r-o^ 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" T-6" T-0- 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum to joist flan a with , ° 7 " E7 E8 Less than 5" 18" 9 2' tc` rows with 9/2 and 11/a Less than 5" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 6'-0" 11'-0" IT-0-114--15"I squash blocks p 8d(0.131"x 2Y")nails at 6" �ayTJIs joists. * 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'.0" 7'-0" 10'-6" + 2', c(` Gap*: WEB STIFFENER ATTACHMENT 560 r-o" r-0- r-o" 1/a"TJI Rim Board or \cc�� on-center.When reinforcing E5 E6 / „p CS Use 2x4 minimum squash blocks to 11/a"TimberStrandO LSL. Face grain �a� both sides,stagger nails. Ya minimum Table B - Intermediate or Cantilever Support transfer load around TJI®joist E1 E1W Nail with 10d(0.131"x and E2 E3 horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1„ T ails maximum Minimum distance from edge of hole to inside face opearest intermediate or cantilever su nails,one each at top and (1Y2'for TJI® 1 Nailing: 9 port bottom flange. Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI®joist blocking with end DEPTH TJI" EXTERIOR DECK ATTACHMENT Apply subfloor 1 9 2~ 3- 4- 5'• 6Y•" 7~ e%" 1t" 13•' 2- 3" 4" 5•' 6Y- 7" e7/" ++~ 13" blocks installed at joist-span Web stiffener both sides. adhesive to all Y j p See sizes below. *Wi'th point load from above,and no support ++0 2'-0" 2'-6" 3'-6" 4'-6" T-6" 1'-6" 2'-6" 3'-6" F-6" 6'-6" Flush bearing plate required. Structural exterior sheathinglocations using P Pp g 210 2'-0" 2'-6" 3'-s" 5••0" 8'•0" 2'-0" T-0" 4'_0" 6'.6" 7'-6" Hanger height must ® contact surfaces below,install web stiffener tight to top flange 9y^ Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang Flashing two 8d(0.113"x 2y") � Tight fit* 230 r-s° 3'-0" a'-o" s'-s^ s'-s" z'-O" 3'-6^ a'-s^ s'-s" 7'-6^ be a minimum of 60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. 9 (gap at bottom flange) p P 9 ( 9 P nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" OflOist depth Nailing Requirements 560 T-6" F-0" 6'-0" 7'-6- 10'-0" 4'-0" 5'-s" 6'-6" 8'-0" 9'-0" nails when possible. flange with face mount hangers). Treated 2x �sP�� 2�"screws, Depth Minimum Web Clinch nails when possible. , ledger ,�,�°�5 �a� typical TJI®Joist Series (in.) Stiffener Size Type Number Nails +10 r-0" 1•-0" 1'-s" z'-s- r-6" 2'-s^ a'o" r-o" r-o• End Intermediate 210 1'-0" 1'-0"93 2'-0" T-0" 4'-6" 5'-0" 9'-0" ,'-0" T-0" T-0" 4'-6" 8'-0" 8'-0- r":�•. See fastener �� ® 110 All s/e•x 2s�s",,, 1+%" 230 1•-0 r-0• 2'-s" T-6- 5'-0" 5--u-110--o. 1'-0" 2'-s" T-s" F-0^ 9'-6" 9'-0- 10'-6" 118"TJ Rim Board Or 1Y4° 360 T-0" T-0" 4'-0" 5'-6• 7'-0" T-6" 11•-0" 2'-0" T-6" 5'-0" 7'-0" 9'-6" g'-6" 11•-0" table below.Maintain � 210 All 3/a"x 2s�6""' gd Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All 7/"x 25/8"") (0.113"x 2112') 3 3 160 1'-0- 1'-0" 1=0" 1'-0- T-0" 2=6" 14'-6- 8'-6" 3'-0" 1'-0" 6'-0•' z'-s" 15 0" 16=0" 19'-0" 12'-0" hanger edge of ledger to fastener. Option#2: , 2x strapping installed at/ 16d 210 r-o^ r-o^ r-o^ r-o" r•s" T-0" 5'-6" 9'-6" ,'-0" 1'-0" 2'-0" T-6" 6'-0" 7.0" 10'.0" 13'.0" Face mount Backer block joist-span locations using two 2 560 All 2x4'' 1 „ 14" 230 r-0" r-0" r-0" 7-0" 3'-6" 4'•0" 6'-0" 10'-s" r-o" 1'-0- 2'-6• 4'•0" 6'-6^ 7'-6" 11'-0" 13'-6" both sides of web Allowable Load(Ibs) 1 „ (0.135"x 3/ ) 360 1'-0" 1•-0" 2'-0" T-6" 5'•6" 6'-0" 8'-6- 12'-6" T-0" T-0" 4'-0" 5•-6- 9'-0" 10'-0" 12'-0" 1a'-o- hanger Fastener IV' 'ImberStrandC� / screws per joist,typical with single TJI®joist 1Ya"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-s" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board 16d Option#3: 560D 20 2x4'Z) 5 5 210 r-o° r-o" r-o" r-o" r-o" r-o" 3'-s" s'-o- 10'-0" r-o" r-o" r-o" r-s° a'-s" s-6" 10'-0- 12'-6- 16•-0" Web stiffeners required if sides of Y"lag bolt 610 48o Option l applied ceiling 22"I" (0.135"x 3%") 6 11 +s" 230 r-o^ 1"-0" r-0" r-0" r-6" T-o" 4•-0" s'-s" 1 r-o^ r-o° 1-0^ r-o^ 2•-6" 5'-0" 6'-0^ 10'-6" 13'-6" 16'-6- With top mount hangers,backer block required only Y pp g 24"13 6 13 3so r-o" r-o- r-a' 1'-0" 3'-0" 4'-0° s'-6" 10'-0" 13'-6" 1'-0" 1'-O" 2'•0" 4'-0" T-6" 8'-6" 13'-0" H1 hanger do not laterally support at Fit H3 3 „ ®. . for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified On the layout, one Of O 5so ,'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" least/ of TJI joist top flange LA p y 1 PSI or PS2 sheathing, g conditions.For nailing requirements see page 5,TJ- ( ) g,face rain vertical 9001, Weyerhaeuser installation Guide for Floor and the bracing options above is required (2)Construction grade or better a' S s' 7 e' to" +z~ 1s" +7 a' s' s~ 7 a' +o" +2 15~ 17 i Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI 560D Joists 18„ 360 r-o" 1.0" r-o^ r-s" T-0" s'-o" 9'-0" 15'-0' r-0" r.6" a'-o" s'-6" 9'-0^ 1a'-s 16'-6" 19'-6" _ 560 1'-0" 1'-0" v-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 20'-0" / BEAM DETAILS FASTENING of FLOOR PANELS 3so r-o- r-o- r-o" r-o- r-o" 3'-0- s'-0. 1r-0" 158" ,'-o ,'-o° 1'-6" 4'-0" IiFV- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20~ 5so 1'-0" 1'-0" 1'-0" 1'-0" 1'-0^ 1'-6" 5'-6" TJI®(t)(2) Rim Board 1Yz TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. V Nail Size 110,210, 360 and %"TJO Ri 1�" TimberStrand®LSL Microllame Parallam® 9�"or 9Yz"or 14"or 9i"or 14"or 18"or 14"or 18"or Leave�"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. � W m BEARING FOR DOOR BEAM TO BEAM BEARING AT De th 1a" Z and 230 560 Board TimberStrand®LSL orwider LVL PSL p 1 11 .. Z W - BEARING AT WALL CONNECTION CONCRETE WALL 11/e" 11/e" 16" 11/•• 16" 20" 16 20" • Tables are based on uniform load tables in current design literature. Z OR WINDOW HEADER g � � Z Q•�• dJ - (X 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" T. 3" Filler Block(1) 2x6+%" 2x8+3/'• 2x6+Y•' 2x8+jz" 2x12+Y2' Two Two Two - _ -1 1%"TJ®Rim Board or Strap per code if top plate 2x6 2x8 For simple span(e minimum),uniformly loaded joists used s residential applications,one maximum size round hole maybe located Z JU 1 10d(0.148"x 3"),12d(0.148"x 3Y4") 6" 4" 4" 4" q- (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 dJ ® is not continuous Over a 3 at the center of the joist span provided that no other holes occur in the joist. Q O N Q t Z 1/a"TimberStrand LSL or Cantilever 2x6 2x10 2x6+3/" 2x10+%" 2x6+y" 2x10+y" N header 16d(0.162"x 3Y2") 6" 6" 8" 6" Not }- blocking for lateral support Filler 4'-0" V-0" sheathing sheathing sheathing sheathing Not applicable 'I ' 0 0 (1)Stagger nails when using 4"on-center spacing and maintain 1 %"joist and panel edge distance.One row of fasteners is permitted(tw)at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6-0"long applicable ALLOWABLE HOLES - Headers and Beams '^ 0-z f• Q Z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fasterer spacing for a 0_ � } iv tU (Z ® O Backer Block 1) 1.55E TimberStrand® LSL Headers and Beams Strap per code if to •. blocking is less than spacing shown above,rectangular blocking must be used In lieu of TJI ®joists. s „ 3 „ 3 „ 7 „ --1 P P P Detail F7 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least'/1'and staggered. ( /a or/ / or/ / or 1"Net 2x6 2x8 2x12 �_ IX late is not continuous ( ) PP� P P 99 p (3)With 1 od(0.148"x 11/2')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the )� } 0< Over column Top mount 4 (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %e'(to avoid splitting). t1)If necessary,increase filler and backer block height for face mounthangers and maintain'e"gap at top ofjoist;see detail W.Fillerand backer largest hole(minimum) O Q J� block dimensions should accomodate required nailing without splitting(12'minimum for backerblocks and 24"minimum for filler blocks). N (� Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 3/g'(to avoid splitting). %depth +�-- V / z Q (� Column 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 Face mount 9 9 P 9 9 q 9 g 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 I L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. b o literature for framingconnectors ■Nailing rows must be offset at least)z•'and staggered. o ■14 ga.staples may be substituted for 8d(0.113"x 2X")nails if minimum penetration of V into the TJI®joist or rim board is achieved. 0 0 0 0 0 1.55 ETimberStrand®LSL - ■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 Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Ya'"-9y" 3'.^ g- 8„ 11Ya"-11%" 3so„ TJI® joist framingdoes not a rim board or rim joist. Fastener Installation Requirements j O 14"-16" 4%` require bridging or mid-span E1 General Notes See Illustration for allowed hole zone R g••e•rx,.r. Fastener ;.**•.,"' r•„„ Piece #of blocking • Allowed hole zone suitable for headers and beams with +� 't- •" ' V1'idth Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g • ••®•�• • uniform and/or concentrated loads anywhere along the member. AN,••. .• t •`'%'. ", j lar"e �2) sides,stagger fasteners on the sewn • Round holes only "..�� q:,+. . � 1. • t bj 10d nails 3" 3 • No holes in headers or beams in lank orientation. . BEARING AT 12„ side so they fall halfway between COLUMN 2 12d-16d nails 3 V4" 2'2' One side fasteners on the first side. Screws 33/"or 3Y2" 2 24" p • t ca.�:� t: f! 10d nails 3" 3(2) DO NOT bevel cut foist Al sill 12" Both sides OH2j Other Trus Joist® Headers and Beams _ '' y" tr (2) beyond inside face of wall. ,�,�_ *x.:••� ,; 12d-16d nails 3 Y4" 2 y 2 Rim board joint Microllam® LVL ` E2 between joists DO Noroverhan seat cuts "' 3 9 1.3E TimberStrand® and Parallam®PSL � •�. "^N,3,� t'.-�•.�dz4 i 13/4" 33/"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Screws 2 24' Load must be applied evenly across 3. face ofsupportmember. largest hole(minimum) 5" One side entire beam width.Otherwise,use lar es Verify column capacity 10d nailsl" 3" 3'2) One side connections for side-loaded beams. DO NOT cut,notch ordrnl "`"#�, '•,° and beam bearing 12„ er I L5 length.See current 4 I') Iz) (p Py) ° ° ° hiexcept t as dicotnd bless in headers or s [3E1.i1lERED OCT 0 8 2021 O 12d-16d nails 3 y" 2 --' _ _ d Weyerhaeuser literature. Screws 5"or 6" 2 24„ Both sides Multiple pieces can be nailed or bolted together to CS ° ° ° 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joists Beams () 5"or 6" Both sides maximum width of 7" 1%"TJ®Rim Board or 1%" Parallam®PSL Header or Beam Maximum Round � 1 2 Screws 6/4 2 24 One side L3 TimberStrand® LSL. allowed hole zone Depth Hole size = 3/z A2 middle Y span 4%" 1" Q t- Y2"bolts 8" 2 24" - O � tj• (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"'. L1 d 1.3E TimberStrando LSL allowed hole zone d % 132 Q 2 An additional row of nails is required with depths of 14'or greater. 61 7illu 20" 2" LL_ COLUMN DETAILS c > q P g 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 O 1L.• T` t B2 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only ,O\ BEAM ON No holes in cantilevers. O V m COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 No holes in headers or beams in plank orientation. I TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist ` 1 1 ® (Load bearing wall above) 1/s"TJ Rim Boani or 1Y4"TimberStrand LSL. Joist may be shifted u to 3"if Use B1 or B2 at v © floor panel edge is supported O B4 intermediate bearings WARNING Q One 10d(0.128"x 3") P _ �_ , nail into each flange Z One 8d(0.113"x 2/") and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally v ' O Q (y nail each side.Drive Do not cut joist flanges, IL nails at an angle at braced/shear wall Bracing Includes: .r Plumbing Drop g (' O `t • Blocking • Sheathing • Strut Lines O 13 V Il.. P1 least 1X2"from end. End of joists from above • Hangers • Rim Board • Rim Joist lL Q to at centerline �-4 3Y2"minimum COLUMN BASE13/41' intermediate bearing of support L2 T W Q Z minimum end bearing 1 g Also see detail 62 single-family applications 5/4 may be required Z 9 Y PP for maximum H1 � Q � X Shear transfer:Connections equivalent capacity O o - _ p- a < < to floor panel nailing schedule21 • �, ry X F- `�. _...� Rim to TJI®Joist O o DO NOT walk on joists DO NOT walk on joists DO NOT stack building <N p- ";" 1Ye"TJ®Rim Board TJI®560 rim joist:Toe o until braced. that are lying flat. materials on unsheathed ;•a,' ,;,.: 1 Additional joist is required if ,^ 1/a"TimberStrands LSL or nail with 10d(0.128'•x 3") O ; o INJURY MAY RESULT. joists. Stack only over floor panel edge is unsupported L4 TJI®110 rim joist: nails,one each side of .% WARNING NOTES: beams or walls. W O j or if span rating is exceeded. a. -. Exterior Deck Y !L. O � P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 •'. ., O o LA DONOTusesawn Lack of proper bracing during construction can result in serious p into each flange floorjoist •.z ,: Attachment /umber for rim accidents.Observe the following guidelines: O 2 �7 Structural 9 g TJI®210,230,and 360 rim ° O board or blocking, ®. . LL INSTALLATION TIPS • ,:,• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI foists must be completely installed and properly nailed. U-- 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 bay.This can also be N 1!1 COLUMN BASE 3 ( Y2 ) •Subfloor adhesive will improve floor performance,but O after Installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba N One 16d 0.135"x 3 " nail p' y p ry p ( g) j • y. 13/4"minimum bearing into each flange may not be required. O 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 1- m Top View O joist.Without this bracing,Locate rim boardjoint between joists. Safety bracing(1x4 engineered/umber. 1 g,buckling sideways or rollover is highly probable under light construction loads-such as a 10 •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. -1 BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI9 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 1Y2"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. t' ® for squash blocks or blocking panels. approximately ;�:.;;;.,,• 1Ys"TJ Rim Board or 1/a" q 9 P Fasten at each joist with ' s;:� �'• '' TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Yz')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: OCTOBER 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 Beating plate to be to cause cancer.For more information on Proposition 65,visit Ay.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-J015T DETAIL5 grout 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. minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 or 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 TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A - 10