Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
45913-Z
o�OSNff�t,f G Town of Southold 7/13/2023 y� P.O.Box 1179 h y, 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44278 Date: 7/13/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2530 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-55 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2021 pursuant to which Building Permit No. 45913 dated 3/11/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, front covered porch,rear concrete stoop and attached garage as applied for: The certificate is issued to Zenith Property Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0034 1/20/2023 ELECTRICAL CERTIFICATE NO. 23-85155 4/4/2023 PLUMBERS CERTIFICATION DATED 9/30/2022 h le Sander 0r' e Signature Pfill TOWN OF SOUTHOLD ao� �Oa BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE o • SOUTHOLD, NY L 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#: 45913 Date: 3/11/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#1) At premises located at: 2530 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-55 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/10/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 Total: $2,098.40 Bui ctor Certificate of Compliance ................................................................................................................................................................................f E� CERTIFIED ELECTRICAL INSPECTIONS, IN 188 PARK AVENUE APR 1 1202 AMITYVILLE, NY 11701 "1 i'- ; P: (631) 598-5610 ............................................................................................................................................................................................... �6U6V®IF;;d�aa CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electrical Contracting Oasis @ Mattituck Inc. 2530 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 2530 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85155 Certificate#: 23-85155 Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 45913/4 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/200 Amp UG Service Equipment/Air Conditioning Equipment ( 2 Units) - ROUGH COMPLETE 9/27/22 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 4th day of April 2023 Name QTY Switch - 15 Amp, 120V 51 Exhaust Fan - 15 Amp, 120V 3 Dishwasher Circuit-20 Amp, 120V 1 Meter- 200 Amp, 240V 1 Fixture Outlet- 15 Amp, 120V 24 Power Panel - 200 Amp, 240V 1 GFI Receptacle - 15 Amp, 120 V 5 GFI Circuit Breaker- 20 Amp, 120V 12 Electrical Inspector: Anthony Giordano iAPPROVED`o` This certificate is not valid unless raised seal is present. Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electrical Contracting Oasis @ Mattituck Inc. 2530 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 2530 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85155 Certificate#: 23-85155 Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 45913/ Name QTY AC Blower- 15 Amp, 220V 2 AC Condenser- 30 Amp, 220V 2 ARC-Fault- 15 Amp, 120V 6 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Duplex Receptacle - 15 Amp, 120V 43 Exhaust Hood - 20 Amp, 120V 1 Recessed Fixture- 15 Amp, 120V 31 Service Disconnect- 200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 UG Service Feeder-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ROVED:o =►�; .........•• This certificate is not valid unless raised seal is present. ,t41;$; Town Hall Annex Telep4one'(631)765-1802 54375 Main Road " Fax(631)765-9502. P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT JUN 22, 2023 J I TOWN OF SOUTHOLD :i.; • tj A i"e T CE.R TJ F I;C.AT.1%O:.N Date; 0,:: ..� Building Permit No. Owner: �tN 5 (Please print) ak (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead- _. - _ ....... . . . (Plumbers Signature): Sworn to before me this 3 0 day ofkoob:V-20 ° ince of Notary Public,:,51 -- U, 'Y, SPIRES p5�1�\.•`��,, 4°0°°°ununa•►• �o��Of SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. ou � 765-1802 rm, INSPECTION W -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: n F-J/li4L- L4&14lT&,L1' �L ra jY OZ2,6E DATE t -7,0'-Z- INSPECTOR SOUTyO� } # TOWN OF SOUTHOLD BUILDING DEPT. G ,Ns crc\ °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [�L] 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: iit�v5�1"�a� of�- o Gila DATE Zz INSPECTOR t OF ho�aSO(/1,�0� V -z # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING / TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK§: DATE INSPECTORxr l * # TOWN OF S UTHOLD BUILDING DEPT. �yco 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. Pe,j [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOTION [ ] PIozu /O [ ] RENTAL R ARKS: till UvY► I d� vd� .QIP• .— o DATE lq YY INSPECTOR { # # TOWN OF SOUTHOLD BUILDING DEPT. Vourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [v]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: lzJ DATE �' l% a� INSPECTOR U souTyo� H51 13 f # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o `ycou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: n -f-4 f6al ra-c^ eaz-,lk )-tld 41 000 1 Li DATE ® INSPECTOR ' OF so(/Tho TOWN OF SOUTHOLD BUILDING DEPT. °ycou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ],ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA KS: C RA had, -13 LI-01, DATE 4 '?/ INSPECTOR OE SO(/lhO� # TOWN OF SOUTHOLD BUILDING DEPT. courm N�' 631-765-1802 -- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] UL ION/CAULKING c [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: otyabl9Z rcot-A�2m b F *�qAI &WuUj neq Lv�t�— Cl*& 1p DATE Y INSPECTOR %i HPA Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 2530 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ) # 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: May 1, 2023 Outdoors Temp During Test: 58 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.4 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.4 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 t z ' Ventine Types Dra S iSp llaPe S iSn Ilage CO CO E tcien .Fuel e Circle T e (Pascal) (Worst Case atural (Worst Case (Ndtura). Rating: N_P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 46 PPM 46 PPM Yes ✓ Tvpe: Standard Tank ✓ Indirect Tanidess Size: 50 Style Common Vent❑ W,ateY Heater Primary: — 4 No Instantaneous Commercial (See Note S below) (Gallons) Stand Alone Efficiency s Fuel Tune a Ventins Tyne.3" � Drat S iSn IldQe Spillage(Natural) CO CO (Circle Type), (Pascal) (Worse Case):, . (Worse Case) . (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 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 Z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric '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 Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled.EF of.54 If Water Heater Type is."Commercial"and the unit,is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: Date: May 1, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 a REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-55 Report Date 2023-05-01 Data Filename 2021_008 2530 Stanley Rd.C.CC_HERS.big 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 14% Heating Degree Days 5294 HERSlndex 54 Construction Site Owner/Agent Designer/Contractor HERS Rater 2530 Stanley Road Signature Five Loan Trust Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2530 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) 3908 t Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7990 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($/yr) 5382 Maximum UA 470 Your Home Energy Cost($/yr) 4699 Your Home UA 443 Better Than Code (Pert) 15.3% Better Than Code (UA) 5.6% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R39,FG1,OC-SPF** 1231 39.0 0.0 38 Roof 2: R30,FG1,10-16,C** 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2556 15.0 5.0 139 AG Wall 2: R15,FG1,4-16** 307 15.0 0.0 24 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. 4 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 Wait.I,R-16.7 JD.OC SPF'.'* 336 11.7 5.0 21 AG Wall4: R15,FG1,4-16** 95 15.0 0.0 8 Joist 1: Cond ->ambient 142 13.0 5.0 0 Joist 2: Cond-> garage 17 13.0 0.0 0 Joist 3: Cond -> ambient 82 13.0 5.0 0 Joist 4: Cond -> attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC 0.27 DH** 228 0.300 68 Window 2: U:0.30, SHGC 0.28 DR** 80 0.300 24 Window 3: U:0.28, SHGC 0.31 PIC** 71 0.280 20 Door 1: PCH Front Door** 34 0.230 0 Door 2: PCH Garage** 18 0.150 0 Door 4: Fiberglass U-0.17 JD** 18 0.170 0 Door 5: 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** 1387 0.0 11.0 75 Wall 2: R-11 Blanket-10ft-pa** 250 0.0 11.0 14 Window 4: U:0.29, SHGC 0.27 CS** 28 0.290 8 Door 3 22 0.220 0 Duct InsulatCalueInfiltrati Htg: 2.23Mechani Heating: 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 REWRate- Residential Energy Analysis and Rating Software.v-.16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 � v R REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate 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 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 Signatuf Date REWRate- Residential Energy Analysis and Rating Software 06.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 CERTIFICATE OF INSULATION FOR THE PlORLO WE LIVE dRL" For the following home: Lot 1 - The Fields at Mattituck; 1000-106-08-55 STREET ADDRESS 2530 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Burn Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-39;End-Wall R-13 Knauf Ecobatt R-15 HD Wal Is Kraft-faced 3.5 inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 inches Band Joist: R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-12 inches Garage Ceiling: Knauf Ecobatt R-38 in 2nd floor platform The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITY STATE ZIP i av_,� �� 11/30/2022 SIGNATURE DATE ��u �dl>otttt!!j!0 " 0t- N lY Contractor's Submittal �i�'t�e.••t 0 • �^ !r, Material approved for use in project. �Q;°`p�' I �•�� KNAUF INSULATION, INC. 2530 Stanley Road,Mattituck �0 . One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. _ �= �^ Shelbyville, IN 46176 Technical Support P93� t;o�0�'°' A:q (317)398-4434 ext.8727 CHECK E D DEC 0 6 2022 '// �Nq� ENGttaiti4 y\`~ o. kaauhmulation.ccm °°°rrrrarrrrnt�o`t''� 01-20 ©2020 Knauf Insulation, Inc. DATA SHEET Basement Wall InsulationhAfflk�q!ATIHNwith ECOSP Technolo LD WE LIVE IN.'° Technology DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: Mpg; The Fields at Mattituck- Lot 1 a perforated facing that can be left exposed. It is also available November 30, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: 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 • • THE WORLD The perforations in the facing allow moisture to pass through the Knauf Insulation products with O �'Technology material, reducing the possibility of condensation and ensuring proper thermal performance. e patented, bio-based binder APPLICATION traditionally efiberglassproducts. bio-based • New construction or for retrofit in existing homes ee- holdsour product togegives e ,e unique appearance and makes it forma e SPECIFICATION COMPLIANCE All of our products,areefrom sustainable resources, • ASTM C665 such as recycled glass and sand. And we're proud to • Type 11, Class A, Category I I be putting glass.bottles back e work rather than into • IECC Code for a continuous R-value with a Class A Fire landfills.Our . ..ucts are made with arninimum of e . rating with no further modificationrec , , , , bottles ,ycleeach INDOOR AIR QUALITY month. • EUCEB Certified with ECOSE Contractor's Submittal Material approved for use in project. 2530 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. o • R-Value Dimensions Facing ; 3.5"x 48"x 60' R-11 PSK Perforated(White) ' 3.5"x 88"x 60' TECHNICAL DATA Property(Unit) Test Performance Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. ® Plus ThB N`�—B V R N Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International 6 6 SII 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 in compliance with ISO 9001,as a certified i_ � l intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire performance prescribed. Y +IS 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 (170 Drums: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly L) 586.5 lbs. 12 reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH. 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 2530 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 afire from igniting or retard the progress of a fire. POLICY& PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https://www.noburn.com/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 EcoBatt® insulationhuffk�q!ATION with ECOSO Technology LD WE LIVE IN! DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: barrier for ener SOB: The Fields at Mattituck- Lot 1 gy-efficient construction. Ecobatt insulation November 30, 2022 products can be used in new and retrofit wood and metal frame DATE: applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE • • THE WORLD Free batt insulation is flangeless kraft-faced batts that friction fit productsKnauf Insulation . .• between 16" on center wood studs, eliminating the need to staple. .,- our patented, bio-based , ,• APPLICATIONS alternative to the phenol/formaldehyde(PF) binder • Cavity walls, exterior and partition walls, floors, ceilings, fiberglasstraditional ly,used in attics, basements and crawlspaces binderholds our product together, product givesthe Unique ,. , SPECIFICATION COMPLIANCE All of our products ,- from sustainable resources, • ASTM C665 (facing); , • Type I, Class A, (Unfaced) ,• putting glass „ , work rather thaninto • Type II, Class C, Category 1 (Kraft) landfills.Our ,. . • Type III, Class A, Category 1 (FSK-25 foil) recycled glass—totaling an average of 26 million bottles • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-M with ECOSE • State of Minnesota INDOOR AIR QUALITY • UL Environment - • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 2530 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. TECHNICAL ® • Property(Unit) Test Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings:25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. -REM/Rate - Residential Energy Analysis'and Rating_Software v16.0..4. . New York Compliance Certificate Project Title:New Home 1000-106-8-55 Projected Rating: Based on Plans Field Confirmation Required. Report Date 2021-02-09 Data Filename 2021_008 2530 Stan ley'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 2530 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2530 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) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value , Pass Maximum Energy Cost($/yr) 5358 Maximum UA 448 Your Home Energy Cost($/yr) 4852 Your Home UA 430 Better Than Code (Pert) 10.5% Better Than Code (UA) 3.9% Gross,Area; Cavity, Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 143. AG Wall2: R15,FG1,4-16 307 15.0 '0.0 24' ' REM/Rate V Residential Energy Analysis and Rating S6ftware.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 vl 6.0.4 New York compliance certificate Gross Area Cavity. ..Cont. Glazing;or.Door. Assembly or Perimeter. R-Value R-Value U-Factor ... UA AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 19,_. . AG Wall 4: R15,FG1,4-16 95 15.0 0.0 8 Joist 1: Cond - ambient 142 13.0 5.0 0 Joist 2: Cond -garage 17, 13.0 0.0 0 Joist 3: Cond -> ambient 82 13.0 5.0 0 Joist 4: Cond->attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88 Window 2: U:0.28, SHGC 0.31 DR 80 0.280 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X=16 : 18: 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1107 0.0 1,1.0. 61 Wall 2: R-11,Paramount ".,. 225,. 0.0 11.0 13 Window 3: U:0.30, SHGC:0.30 21, . 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air.distribution, 64.0 kBtuh;96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as,amended.by the 20.16 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. 0198572020 NORESCO, Boulder,,Colorado. Page 2 of 3 REMdRate - 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 ��o✓ , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title t Signatufa Date 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 3 of 3 Energy Code . Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2530 Stanley Road 631-878-7808• 2021-02=09' Mattituck, NY 11952 Jerry D'Arimaro Rating No:2021_008 RaterID:2614397 Weather:Riverhead, NY Builder 'Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.blg Date: 2/9/2021 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features.listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure.that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] I. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: _ 1 II III Face /,Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-'Residential.Energy Analysis and Rating Software v16.0.4 This information does`not constitute any warranty of energy costs or savings. 0 1985=2020 NORESCO;Boulder, Colorado. • EnergyCodeP Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2530 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_008,, RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.blg Date:2/9/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (95 s.f.), Between conditioned space and'attic R-0.0 continuous insulation, R=15.0`cavity insulation. ' Name: to attic' InsulationGrade: A ' '11 III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area-.Ratio: 0.13 [ ] I. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: South Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: South Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., East), U-Value: 0.300, SHGC:0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: East Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300,-SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: North Comments/Location REM/Rate Residential Energy'Analysis and Rating Software:v1.6:0..4 This;information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESC% Boulder;Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS - Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2530 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_008 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.big Date: 2/9/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR (40 s.f., North), U-Value: 0.280,SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., North), U-Value:.0.280,SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: North Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f., North), U-Value: 0.300,.SHGC: 0:300 For windows without labeled U-factors, describe features:- - Name: W-7 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f.,'South), U-Value: 0.300,'SHGC: 0.300 For windows without labeled U-factors, describe;features: Name: W-8 Orientation: South Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: South Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., South), U-Value: 0.300, SHGC:'0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: South Comments/Location REM/Rate= Residential Energy Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. Page 3 of 8 Energy Code inspection Checklist Property Organization HERS . , . . Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2530 Stanley Road 631-878-7808 2021-02-09 ; Mattituck, NY 11952 Jerry DAmaro Rating No:2021308 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f.,South), U-Value: 0.300, SHGC:.0.300 . For windows without labeled U-factors,describe features: Name: W-11 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30.(6 s.f:, East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: East Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16,s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors,•describe features: Name: W-13 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 0., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: North Comments/Location . [ ] 15. Window: U:0.30, SHGC:0.30 (16.s.f.;•North), U-Value: 0.300, SHGC:..0.300. For windows without labeled U-factors, describe features: Name: W-15 Orientation: North Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300;SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 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. 01985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2530 Stanley Road 631-878-7808 2021-02-09, Mattituck, NY 11952 Jerry DAmaro Rating No:2021308 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., North); U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-17 Orientation: North Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: North Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate-Residential Energy Analysis and Rating Software x16':0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection Checklist t Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering, Projected Rating 2530 Stanley Road 631-878-7808 2021-02-09. - Mattituck, NY 11952 Jerry DAmaro, Rating No:2021_008 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.blg Date:2/9/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18.s.f.),.Between conditioned space and garage,.. . . R-0.0 continuous insulation, R-30.0 cavity insulation. - . Name: 2nd FL over gar Insulation Grade: 1 II ,III Face / inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount(1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. " Name: main Insulation Grade: 1 II III Face / inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior.insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II 111 Face /.Inset Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis andRatingSoftware v16.0.4, This information.does not constitute any warranty of,energy costs,or.savings. ©1985-2020 NORESCO Boulder, Colorado. Page 6 of 8 J Energy Code Inspection checklist Property Organization " HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2530 Stanley Road 631-878-7808 2021-02-09_ Mattituck, NY 11952 JeryD'Amaro Rating No:2021_008 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.blg Date: 2/9/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside (82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation._ Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location ( ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 11 III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gat., 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, 11.0 cfm,.24.0 hrs/day;85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate Residential Energy Analysis an&Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder,-Colorado. Page 7 of 8 Energy Code Inspect;®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering- Projected Rating, 2530 Stanley Road 631-878-7808 2021-02-09, Mattituck, NY 11952 Jerry D'Amaro. Rating No:2021_008 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-55 Oasis at Mattituck, Corp. 2021_008 2530 Stanley Rd.P.CC.blg Date: 2/9/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and'Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA: 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate Residential,Energy:Analysis;andRating Software.v1 6.0.4 This information does not constitute any warranty of energy costs or savings. 0 1.985-2020 NORESCO; Boulder,.Colorado. Page 8 of 8 FOUNDATION (IST) 'FOUNDATION ( 1 ROUGH FRAMING& ff"2m/ SW , STATE ENERGY CODE INSULATION PER N.Y-. T ry 1 WWA r s ADDITIONAL oF i 1 �y � i zzr ca `' TOWN OF SOUTHOLD—BUILDING DEPARTMENT P Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 psi Telephone(631) 765-1802 Fax(631) 765-9502 ht-ps://www.southoldtownny. ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only } PERMIT NO. Building Inspector: FEB 1 q 9 2021 Applications.and.foems:must be fined out in.theirentirety.:iiicompiete' applications will snot be accepted. Where the Applicant is not the owner;an Gwner'iAutho'rixatio'n' form.(Page Z)shall be completed. _. _ Date:February 18, 2021 01NNER(Sj'Of PROPERTY: Name:Zenith Property Group LLC„ SCTM#1000-106.00-08.00-055 Project Address:2530 Stanley Rd., Mattituck NY 11952 � ._.._..._...._, w._.. _ ._...__ _...__ Phone#:917-626-2996 Email:monumentalpropertyshoo com _.. ... _. .. .. _... . @Y.._.._.__@,yogg.com Address:3080 Route 112 Suite B Medford NY 11763 CONTACT PERSON: " Name:Christopher F. Dw er Mailing Address:437 South Country Road Brookhaven NY 11719 Phone#:631-m286-8668 Email:cdwy,er@!kma.com DESIGN I? 6eFESSIONAL INFdRMi4TlOr4:, 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#:631-286-8668 Email:rsteele Ikma.com coivTRacrol:lNi=©1tMATIC?N: ::; Name:Oasis at Mattituck Corp.A.._... ..._._.__ Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 w_ _._.___._.- . _ _ f!m!-il: eter moderns ehomebuildingwcom „ ._P ..._ .___..... . _.._.9 . DESCRIPTION OF PRC?P05ED CONSTRUCTION; ; J. MNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ F ll the lot be re-graded? RYes 0 N Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Sin le Famil Residence Zoneor 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. ;Cli@Ck 6li After.Reading- The ownet/riintractor/design professional is responsible for all drainage and stnrhi water issues as provided by _\ Chapter 236 of the Toxin Code.APPLICATION IS.MEREBY MADE to the 6uiiding Department for the issuance of a Building Permit pursuant to the Building pne ordinance.of theTown of Southold;suffoik,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,,, additions,alterations orfor rem mial or demolition as herein described:The applicant agrees to cornpiy with all applicable"laws;ordinances,bi%iiding'code;. , dousing code and regulations and to admit authorized inspectors on premises and in bullding(s)for necessary inspections.False statements made"herein are. . punishable as a Class A misdemeanor,pnrsuant to Section 210AS of the New York 3tiate"'penal law. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner ............................. N..,,:.,:,.,.: ,... ..,m.....,m..,,,..._:,.... _.........._.......,.._ .,.......,...m.:........,.M. .,,.:,,,..._.,. ,.....,.m,.,..,.,...,....._..0., , Signature of Applicant: 1 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. Sworfl before me this day of February 2021 Notary Pu Ir 1V0rA4 V pUI Sr,16 ic ��� PROPERTY OWNER AUTHORIZATIOffornmissosn mss, o►New,y (Where the applicant is not the owner) SAugu� oit � at� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 I, do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to he ow outho Building Department for approval as described herein. •2 0 ner s Sign ure ate John P ovitch,Zenith Property Group LLC Print Owner's Name 2 �o��gUFFOI,��o G BUILDING DEPARTMENT-Electrical Inspector a y< TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'yjj0� �a0� Telephone(631)765-1802 Temporary Certificate # 04 Date q4 2022 Customer Name A Electrician Name _ BGG 1- Address czr3one , e-mail e-mail jr. Phone License# qb Size 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#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification isv ysthedat ove. Authorized by i }¢ OS�F�p�kC •t�; BUILDING DEPARTMENT- Electrical In pec or- f��o� TOWN OF SOUTHOLD AUG 9 5 9mg Town Hall Annex - 54375 Main Road - PO Box 1179 ZZ o Southold, New York 11971-0959 BUILDING DtrP7; Telephone (631) 765-1802 - FAX (631) 765-950�L`I 01 Sourl tC,_E1 • rogerrna southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION II In ormation equir d) Date: 0 Company Name: z Name: License No.: _ email: Phone No: — prequest an emaA copy of Certificate df Compliance Address.: JOB SITE INFORMATION (Al Information Required) Name: OwA Address: 62; Cross Street: Phone No.: 1 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: S B EF DSCRIP ON OF WMRK (Ple;as Print Clearl Se4NA CX Check All That Apply: _ Is job ready for inspection?: �I= ❑NO ough In ❑Final Doou need a Temp Certificate?: LAY ES ❑NO Issued On Y t YYl Gu.�r� Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: - A # Meters _ Old Meter# tfNew Service [] service Reconnect nderground [—]Overhead # Underground Laterals [�1 ❑2 ❑H Frame[—]Pole Work done on Service? EY ❑N Additional Information: PAYMENT DUE WITH APPLICATION C CP Electrical Inspection Form 2020.xlsx V NIF RRE RDW LLC SURVEY OF PROPERTY RUTH ROAD N 68°11'10 E PRIVATE ROAD 50' WIDE) ON THE 7--7- __ __ __ __ 205,33' ON MAP OF THE FIELDS AT MATTITUCK LOT 1 . ; ; i -- --- FILED MARCH 31,2006 AS MAP NO. 11370 DISTURBANCE NATURAL VEGETATION RETENTION DUFFER• . . . . • ' . • ; ; . : . : : : : SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK . ' . . . . ' . ' . . . . : ' . . . ' . . : ' : : AREA OF PARCEL = 56,640± SQ.FT. OR 1.300± ACRES —— —- - - - - - - - - -- - - - - -- - - - - - - - - -- - - LEGEND — — — — — — — — —— — — — _ _ _ _ - _ - _ —— — _ 1 LEGEND 1 NOTES ..............DECIDUOUS TREE O I � 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. O p •..••........•DRAINAGE MANHOLE �20, 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK'FILED MARCH 31,2006 AT CATCH BASIN 'V THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. ............. I •••••. .•.....ROUND,DRAIN INLET 1 3. ELEVATIONS REFERENCE N4 VD 1988. ••••••••• BUFFER AREA WOODEDR! UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND I . ' � � 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE I -T—.••.••••••.••.UNDERGROUND TELEPHONE EDUCATION LAW. -E•—.....••.••••••UNDERGROUND ELECTRIC 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND W—•���������••••UNDERGROUND WATER • 1 SURVEYOR'S EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. - � ; • O ■ CDNCRETE MONUMENT O I 1 6. CERTIFICAT70NS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE ,20r 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 ' W v THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND 1 I• ti q TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 1 J Y ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. d 1 y ro 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS T GIN,ALL W h UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR TYPE BY THE -VACANT- I j2 RESPECTIVE UTILITY COMPANIES. C 0 EIii�O 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. .� a L Sri ` 1W Q. 9. THE SURVEY CLOSES MATHEMATICALLY. ob' I 1 I F F cL, F I' : • ; • ; • 1 050528 � CERTIFIED TO: "FQLANDC, 1.ZENITH PROPERTY GROUP LLC 2.FIRST INTERNATIONAL TITLE AGENCY I hereby certify that this map was made from an actual survey • z i completed by me on 0511312009 and updated 11/18/2020. 1Q. TAMARA L. STILLMAN,P.L.S. 1 F Q NYSPLS No. 50528 S _ 02/12/21 T.L.S. I Added property comer monuments set T.L.S. 7 o I DATE BY I DESCRIPTION JAPPROV. BY REVISIONS 300' --� I : : 1 J Town of Southold Suffolk County, New York R-10`0'00 8,02 -- _- STONE WALL 1156.82' Stanley Road RI�y Mattituck, New York j go _v TC= CBURIEDS3 10- RIM=59.30 Survey O f Property c_ X656 _v y CONCRET 10' 10, BURIED) ASPHALT P-EN "ARD = �2 12' L. K. McLEAN ASSOCIATES, P.C. SUFFOLK COUNTY REAL PROPERTY TAX MAP e X 64'1 T= STA/�/� v 7 RIM=58.02 CONSULTING ENGINEERS & LAND SURVEYORS DISTRICT 1000 �- 62.5X EY RVAD S 6p� Dr BOT.=54.8 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK � —�RIVATE R17AD WIDE) X60.4 Sumyed By KG/JL Scale: 1•= 30• sleet Na. SECTION 106.00 � 50' BLOCK 08.00 40,00 X58.6 i T N/F�i� �'-T��T Dr.e.Bp GLB Date: 12/09/2020 Il �I LOT 055.000 SIGNATURE FIVE LOAN TRU � T�' T� PAR0099.000 Fields 9 Mattituck Engr & Survey\Survey Dept\Dra wings\20099.000 lot I.dwg 6/29/2011 4,17 PM Tamara Stillman ST Approved By, TLS Flle Na.N20099X00 LEGEND: a PROPOSED BUILDING N/F RRE ROW LLC SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES T RUTH ROAD PROPOSED ASPHALT DRIVEWAY N 68°11'10' E (PRIVATE ROAD 50' VIDE) 205.33' �Y -- PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PROPERTY LINE -7---_r__—T T- — PROPOSED CONTOUR SINGLE FAMILY RESIDENCE ONLY —11 a—EXISTING CONTOUR PROPOSED SEPTIC TANK PROPOSED SANITARY LEACHING POOL N17NAISTURBANC,E NATURAL_VEGETA-TION RE—TENfION BUFFLR I ;R; PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL / DATE 1/22/21 �"� REF. NO. R-21-0034 / \ / ' / / /- / I —s—PROPOSED SANITARY PIPE 0 PROPOSED e'ADS ROOF DRAINAGE PIPE APPROVED �� -- PROPOSED 8'0 DRAINAGE STRUCTURE(SOLID COVER) PROPOSED WATER SERVICE FOR MAXIMUM OF 4 BEDROOMS _� -� � - ,-- ;' , TEST HOLE LOCATION EXPIRES THREE YEARS FROM DATE OFAPPROVAL EX.UNDERGROUND WATER 7476 7 73 71 /j2-/ , Ti._; ��' \ BUILDINGS: '72 7D i `' �/ 0a _ - '1 (� PROPOSED 2 STORY 4 BEDROOM SUFFOLK SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ZONING � R-40 (RESIDENTIAL) 67 SITE DATA: •-- . -1 nKwd am'G - C >: pSCTM#: 1000-106-08-055 C1 ^ d -,3'p Q PROJECT _ �, a _ SITE AREA- 1.3 ACRES I LOCATION ,;� �-� ©G "�, o o� 2 W 1 _ i 20'x10'INGROUND POOL \ - I /'--� �\ GENERAL NOTES: A 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED O 1LOV` O r"F C V 24 C V ( // \ / / I \ I SANITARY STRUCTURES. 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. 3. THERE IS A WATER MAIN AVAILABLE ON STANLEY ROAD. 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. �,i - p-v (➢ G u —'70—� / J='VACANT~ SURVEY NOTES: Mya'1i1�k HITS 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG 1 -I=� _ / -' b', ISLAND ZONE. /�: c'1 �✓ D 41 / ' / _ —� `�/ A 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. t ,cc1' _ / / ,TI �i Q "1r 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP LIDAR:POST SANDY #°: O '/' I FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION 5. PROPERTY SURVEY PERFORMED BY L.K. McLEAN ASSOCIATES.P.C.ON 5-13-2009 2 4 B1j-•t m. TDROON 0MIG NCE /� \ I ( &UPDATED ON 11-25-20 % ' ' ' Std F� - w•'> (� O J F.°i.L.-°j68. W/UN FN6NFDBAGE1@1i .- 65: / I '\ - ' 50 f I R1 r' IN c J - n - - 1 �i / a-� CJ7 x l o /PORCH �__J(CD /o�� 5 _�_ l ,� a_ DEPTH GEXISTIN RADE G \ A o'M .1 O\ I x1 h G I I MIN li 14ii. �,1IN\ I \ e 0.0' 63.00' CL / PROP. U.G. 1 / \_ �T 1 / 'MIN. \ x•, SCC. >, ELECTRICAL i / / 1 �-FE 8'-1(}`- \ I W i \ V1C� i L. J ' 1 SERVICE/ /' / / c�i / (' - 1 ♦ PROP. u.GWATER . SERV CE/ ( C'�J - ^ 1 4 b CLAY AND SAND _ G L' r „ � W ZOMIN'EDM i Iti B' 55.00' LOCATION MAP SCALE: 1"= 1,000' - PROP. j 'I ��J r- LLI .8 1� _ /7ENCH DRAIN \ /InI v1 64 156.82'_ T —� -- _ 178,02 3 62 ~[ _ - SAND AND GRAVEL EXCAVATION INSPECTION REQUIRED Cu/ FOR SANITARY SYSTEM EX. WATER BY HEALTH DEPARTMENT METER 6$"ANLEY S T t h'OAD EG:_ .� 22.0' 41.00' ---L CPRlVATE ROAD 50'/I✓ID£) 40.00 TEST HOLE BY YOUNG & YOUNG, L.S s a _ 2004 - _ (NO WATER ENCOUNTERED) _ P_C` "_==J£ .�. �= HIGHEST EXPECTED GROUNDWATER ® EL. 0.5' �F/'� _ DATE BY DESCRIPTION APPROV. BY - �- TEST HOLE REVISIONS TGh'E A! I: N.T.S. TOWN OF SOUTHOLD SITE PLAN SUFFOLK COUNTY NY o SCALE: 1"= 40' THE FIELDS AT MATTITUCK U LOT 1 PROPOSED SANITARY J a y�otEo ANsjyyo�` PLAN L. K. McLEAN ASSOCIATES, P.C. D1 p 1 * CONSULTING ENGINEERS Ill SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 _, I GI , `?� Designed B Sheet No. * EF a�w xAwDa' Mx� ¢ y: MF�CFD sGGI.: AS NOTED , G RB/ ra Die N µ faYa� 97 Drawn B: MF DDce: DEC. 2020 FESSIONO� y SA 1 AppFIIe NO. 20099.000 CL /DR NSE wx zi w0 z'm"cxn m.w -1. roved By: RAS GRADE ELEV.=68.5' STOPPER OR END PLUG 10" x 15"QUAZITE LOCKING CASTING TO GRADE ENCLOSURE WITH COVER (EL. 65.84) GRADE IN LANDSCAPE AREA ELEV.= FINISHED 66.40' GRADE CONCRETE COVER 20" 1' IN. SEE ATTACHMENT (S) MINX. EXISTING 1'MIN. -- '— -- r GRADE 2'MA%. 24'6 X — CONCRETE CHIMNEY 20" SDR MIN PIPEAPITCHED MIN. 7 4..pER 1. MIN. 4"CIA r 6 g" ____ SDR MIN pyC PIPE PITCHED (IN) -- _ 8'pER i' 61.60' i 1 " BAFFLE 1 •• 25'MAX. WALL RON PIPESHALLINVERT(IN) 8" INVERT(OUT)THROUGH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOUNDATION WALLA MIN. ELEV. 60.60' ELEV. 60.10' OF 2'. T INVERT(IN) (EFF. DEPTH) 6" SDR 35J ELEV. 59.04' PVC DROP TEE 3 I r1B•I.^2._G. L °- 4" MIN. II - I--r-to� SECTION STAINLESS 8'0 1,250 GALLON SEPTIC TANK W/DOME STEEL BOLT PLAN 1/8•THK.WASHER 3/9'0-RING GASKET N4ff5: MA%. 1. MATERIALS:CONFORMS TO ASTM A49 CLASS 309 OR 35B SPECIFICATIONS 2. LOAD RATING FOR AASHTO&HS 20-44 HIGHWAY LOADING 3 FRAME AND COVER AS MANUFAC RED W LONG ISLAND NOTES: I 3.0' PRECAST OR APPROVED EOUAL (MIN.) 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28.DAYS. COLLAR 3Q' 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER 3 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT—PROOF AND I�'(MIN.) NT.S- -G LOCKABLE. I COLLAR P 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I ' EXCEED TWO FEET IN HEIGHT. (TYP.) 4.UTLITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I - 6' MIN. - I smPPm OR Elm PWG so•.ts•INnasuRE wmt EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE BOTTOM OF POOL PENETRATION RNISS— S>E OR ani.sMnslc Cwm CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL ELEV. 47.37' - INTO.A I uxoswE ARFA S AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. VIRGIN - STRATA OF _ S.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL SAND & , COMPACTOR AT 6" LIFTS. - L" — — — — — — — — — —GRAVES — — 0 J 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY ".n B DISTURBED AREAS. ACKFILL � MATERIAL P 4TLl SRR]9 PJC PIPE CLEAN 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH 3' MIN.ABOVE HIGHEST SAND AND a CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY EXPECTED G OUNDWATER GRAVEL -4-r 6v WE BRANCH STRUCTURE. -c TYPICAL LEACHING POOL ow •D. SDR-]B SDR-]] O o TYPICAL CLEANOUT DETAIL N.T.S. (moi -o HIGHEST EXPECTED WATERELEV.=0.50' v r LOT 1 SANITARY PROFILE DATE BY DESCRIPTION APPROV. BY N.T.S. REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY j THE FIELDS AT MATTITUCK G 3 /� E�OFNf LOT 1 SANITARY DETAILS /5�p 1 A. L. K. McLEAN ASSOCIATES, P.C. C, * CONSULTING ENGINEERS 437 SOUTH COUNTRY RID..BROOKHAVEN.NEW YORK 11719 O w/oa,-%REQ T=9%=A 739 DeBI9Dea By: MF/CFD Scale: AS NOTED Sheet Na. o ax xm xan aGN.aG a E ND fE5Si0Np4 \ y S A 2 "MSH TM'TM s TMS 7 Orawn B MF Data: DEC. 2020 o r ow.oNG nio�Rnw+4i°ixts1p"mO°u'� i ,1 Approved By: RAS F.I.ND. 20099.000 a NIF RRE ROW LLC RUTH ROAD SURVEY OF PROPERTY N 68°11'10' E (PRIVATE ROAD 50' WIDE) ON THE 205,33 MAP LINE SUBDIVISION MAP OF : ' : ' : ' : ' : : ' : • : ' : : : : THE FIELDS ATMATTITUCK LOTI : . ' .�• . . . . . . : . : . : . : . : ' : ' : . -- . . ' ' • . ' '. . • - . ' : --- FILED MARCH 31, 2006 AS MAP NO. 11370 IVDN DISTURBANCE %NATURAE VEGETATION -RETENTION BUFFER. SITUATE AT . . . . . . . . . . . . . MATTITUCK . . . . . . . . . . . . . . . • ' ' • . ' ' • • . TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK . . . ' . . ' . � ' . ' . ' • : AREA OF PARCEL = 56,640± SQ.FT. OR 1.300± ACRES - - - - - - - - - - - - -=►- - - - - - - - - . - . - • - • - ' • . - ' - • . . . • LEGEND % NOTES C� ....DECIDUOUS TREE Q������ �� WOODEDI , ' , ' 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. O ••..•.•••.••••DRAINAGE MANHOLE r-'-20- ^� � 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK',FILED MARCH 31,2006 AT .••..•.•......CATCH BASIN ,V THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. ® ••••••••••••••ROUND DRAIN INLET L ) Q 3. ELEVATIONS REFERENCE NAVD 1988. •.............BUFFER AREA II nJ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND -T-•••••••.••....UNDERGROUND TELEPHONE 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE . EDUCATION LAW. -E-.•...•........UNDERGROUND ELECTRIC • 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND -W-....•........•UNDERGROUND WATER SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ■ ..•...••••••••CONCRETE MONUMENT O ti 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE - ..............STAKE I ti NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS ti m SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO ' W v THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND ti q TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO • ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2 Z UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION/S TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BYTHE RESPECTIVE UTILITY COMPANIES. 16.4' 4 620 In 4'6'�a I, - 8.Q. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. OF N � ST - L£LLAR ENT. � I• Q 9. THE SURVEY CLOSES MATHEMATICALLY. C l /y off, im 34.9' r 2.0' O E C_.) (� �it v�� IU�✓ A = a p M FOUNDATION � r ma -63.4'--A !/ CONC POST I 0 J I N 36 . : . : . : �F 050528 04 22.6' 074 130' M 10.0' ei 36' .V. 18.4' ICO V�v LANDS 64.1 �' : . . - 1 hereby certify that this map was made from an actual survey 1 r W i L4J completed by me on 12/20/2021 &05/10/2022. X62.5^ �. : Q. TAMARA L. STILLMAN,P.L.S. I c5 . A NYSPLS No. 50528 I 1 1 S7 ' °I f ii i I (� DATE BY DESCRIPTION JAPPROV. BY 66,330QO �✓ � 1 I• . ' Z REVISIONS i T- : ' : Town of Southold i X66.7 65,3 R=1020. �, '�� , Suffolk Count New York 00 L=17-� STONE WALL 156.82 8,02 Stanley Road RIM=653 Mattituck, New York 63.8 _ (BURIED) 10- RIM-59,30 I ^ I T 65_, 4SPh,ALT PA VE'V r ENT? CONCRErz-CURB 61,9 r_ 10' 10, BURIED) n_2, 12' 4 5 Foundation AS-Built X 64.1 SUFFOLK COUNTY REAL PROPERTY TAX MAP �, 59.9 r= _ � � L. K. McLEAN ASSOCIATES, P.C. STA/�/� 58.4 RIM=58.02 58.3 CONSULTING ENGINEERS & LAND SURVEYORS DISTRICT 1000 , 625X EY RDAD S 68°ll'20� k/ BOT=54.8 57.9 1 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK SECTION 106.00 (PRIVATE ROAD 50' WIDE.) X60.4 Sar,eyed By. JPL Sheet No. 11 SIGNATOR NiF ?RUST -T , 40,00 S.oie: 1'= 30' BLOCK 08.00 E LOAN EFIV �.�r X58.6 LOT 055.000 ll r Drorn By. GLB Oate: May 11, 2022 I r ,� SAShored Wlth Me\Projects\20099.000 Flelds @ Matt/tuck Engr 8 Survey\Survey Dept\Drawings\LOT 1\20099.000 lot 1 Found Loc.dwg 5/12/2022 10,53 AM Tamara Stillman Approved Byi TLS Flee No. 20099.000 1 t I N/F RRE ROW LLC SURVEY OF PROPERTY LEGEND RUTH ROAD N 68°11'10' E (PRIVATE ROAD 50' WIDE) C _ ON THE •••••••••••••• LOT NUMBERS 20533 MAP LINE SUBDIVISION MAP OF -T-••••.•••..•••• UNDERGROUND TELEPHONE . ' . ' . ' , ' , ' , ' . • • • . • . ' , ' , ' , ' • , • . • • • • • • . . ' . ' . ' . ' . ' • • • • • • . • • • • 56 THE FIELDS AT MATTITUCK ® .............. WATER METER I LOT 1 -W-.............. UNDERGROUND WATER FILED MARCH 31, 2006 AS MAP NO. 11370 .. CONCRETE MONUMENT """' IVON. DISTL/RBANCE NA TURA t VEGETATION •RETENTION D(.IFFER: SITUATE AT .............. GAS VALVE QS .............. SANITARY MANHOLE �I Coo .............. SANITARY CLEANOUT \O , pMATTITUCK £LEcrRrc METER TOWN OF SOUTHOLD .............. IRRIGATION BOX SUFFOLK COUNTY,NEW YORK Ei DRL .............. DRAIN ROOF LEADER I C/£ .............. CELLER ENTRANCE ' , ' , ' . • . ' . ' ' . ' , - OACRES •I - , - WW .............. WINDOW WELL -- - - -�-- -- - - - - - - - - - --�- - - - - --- - -- -- - - - - -- - SQ.FT. OR 1 3 Of ������������• DECIDUOUS TREE EXISTING LOT CLEARING - 24,517± SQ.FT./43.3% x53.49•............. SPOT ELEVATION WOODED Tc •••••••••••••• TDP CURB NOTES RIG •••••••••••••• ROOF OVERHANG 11-J I 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. GF EL.••••••••••••• GARAGE FLOOR ELEVATION •V I• - EDGE OF WOODS L © 2 BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT TTITUC FILED MARCH 006 AT FF EL:............• FIRST FLOOR ELEVATION z_z-z -z_z z I 5 MA K'F 31 2 _ -z - -' -"I � THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. O ••••••••••••••DRAINAGE MANHOLE 3. ELEVATIONS REFERENCE NAVD 1968. ••.•••••..•.•.CATCH BASIN z I I UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND ••••••• ••• BUFFER AREA / I: 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE L z EDUCATIONLAW. QE •• ••• ELECTRIC MANHOLES., W 3 TELEPHONE MANHOLE 0 '},+' „2 ti 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND T •••••••••••••• I W I o SURVEYOR S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. _ O � --- --80.3'-- _______ ._ n W INGROUNDI, v 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 3 SWIMMING y`* ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE POOL q NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS +NOTES 12 20'x40' ti SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO AS-BUILT SANITARY ¢ OJ4 THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND DOFTBUILDING ANCES TO CENTERSTO THE ASSIGNEES OF I p µ I -- AD ONAL INSTITUTIONSELENDING INSTITUTION.OR SUBSEQUENT OWNERS. '5 NOT TRANSFERABLE TO OF COVERS 3 - _ YPAVERS W _ POOL i o 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT LOCATED ON n THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL ST-SEPTIC TANK 25' 19' 1 _96,$, `r I\ 0� EQUIP• JQ2 LP-LEACHING POOL 34' 33' ♦�t' I --__ RAILING WW STOOP VV DRL I. 1-, UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,S/ZEAND TYPE BY THE W RESPECTIVE UTILITY COMPANIES. 67.2 a "�5'ALUMINUM FENCE--_ DRL C/ jn 355'FF EL in I• F B. RIGHTS-OF-WAY NOT SHOWNARE NOT CERTIFIED. V.o _GA 69.4 31.0' p 69.4 19 DRL PRUPATANKS}NNE� Z11 6741 W 2 STORY N DRL V I 9. THE SURVEY CLOSES MATHEMATICALLY. = 1 ` 6 FRAME F 3Q LAND�N I ' . • . 10. ALLBURIED UTILITIES(WATER,ELECTRICITELEPHONE AND GAS)SHOWN ON THIS SURVEYARE DWELLING 6947 5'ALUMINUM I o BASED UPON AS-BUILT INFORMATION PROVIDED BY THE OWNER/DEVELOPERORTHEIRDULY 6F EL o FENCE AUTHORIZED REPRESENTATIVES(INSTALLER)MEASUREMENTS. 67.5H FF EL. N GATE 69.47 10.2' ( \\ 67.3 23.1' b 7.0' �0 N i� 3 I (� q I DRL 67.4X 12.7'oj nj 19.0' ® --- . (`pf NEW p PLANTER DRL �. -63,2'- = --- 3� \ ¢ti i BRICK WALK , I PiANTER O 672 f,\ I�/� �P�p l• s1/�`O/�L Wq `GF I R/O q� W �� I WORD `. _ I sa I hereby certify that this map wa ►TtGI �► W a i 6�5� i DECK i 0 completed by me on 06/16/2023 LU v3 I vI 1 SEPTIC O I J 1y (ti 4 I St• m i p\srsrEM I I, Q 04 LP /�zSEE NOTE TAMARA L.STILLMAN P.L.S. (F, I q Q -NYSPLS No.50528 ' Sv' �_ ► , / � . ' . ' . ,� BLAND � I sE 7Ir I I 4 I • DATE BY DESCRIPTION APPROV. BY 663 � 4/ / I I EXJ /�E I. \Z REVISIONS T= O,OOi to ^�� EI_ECTRIC SER I' . J Town of Southold X66.7 65,3 420,00, D / Suffolk County, New York = L---7 -178,02 STONE WALL -- 156.82', Stanley Road * ' Mattituck, New York X656 63, r- BRICK APRON- TRENCH DRAIN 10.B 10' RIM=59.30 *_r 10, BURIED) r12, 12' Final AS-Bulli CONCRETE CURill - _._r ASPHALT PAVEMENT 61 57.0 X64.1 59.9 r= _ s74 L. K. McLEAN ASSOCIATES, P.C. SUFFOLK COUNTY REAL PROPERTY TAX MAP 4O SO. COUNTRY ROAD, HROOKAND S NEW YORK _. STANL 58'4 RIM=58.02 58'3 � CONSULTING ENGINEERS & LAND SURVEYORS DISTRICT 1000 ,- 62.5X PRIVATE EY ROAD S 68'11'20' �I/ BOT.=s4.s 579 SECTION 106.00 ROAD 50' WIDE) X60.4 su veyed aY cM sn«\Nc. SIGNATURE N/F * ,- 40 00 ScNe: I'= 30' n BLOCK 055.0 FIVE LOAN TRUST T , X58.6 Drawn By, DM Date: 06/21/2023 1L LOT 055.000 �, � b SAShared With Me\Projects\20099.000 Fields 8 Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 1\20099.000 Lot I Final As-Built.dwg 06/21/2023 Tamara Stillman T Approved By TLS Flle No. 20099.000 50'WI7.lr'IN%RESS/EDRESS EASENEN7-L.77e37,P.711 SURVEY OF PROPERTY LEGEND RUTH THE RRE RDW LLC Hh2 RUTH ROADESUBDIVISION MAP OF (PRIVATE ROAD 37 VIIIE) nG LECTRIC MANHOLE N 68'11'10• E 205.33_- _ __ A VA TEP VALVE THE FIELDS AT MATTITUCK Q WA TEP. METER LOT 1 CABLE TV BOX FILED MARCH 31,2006 AS MAP NO. 11370 I Dw DRY61ELL NON DISTURBANCE NATURAL VEGETATION P,ETENTION BUFFER, I -� SITUATE AT CATCH BASIN 1 —T— UNDERGROUND TELEPHONE MATTITUCK QT TELEPHDNE MANHOLE TOWN OF SOUTHOLD —E UNDERGROUND ELECTP.IC SUFFOLK COUNTY,NEW YORK UNDEPGRDUND WATER 1 I G2 CONCRETE MONUMENT - PIN k�iCAP SET AREA OF PARCEL = 56,640± SQ.FT. OR 1 .300± ACRES c �' O Cd kIDDDED I NOTES ti 1 1 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 1 �• 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK;FILED MARCH 31,2006 AT in AS-BUILT SANITARY THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. ti DISTANCES FROM CORNERS OF BUILDING T �• r •� $ 3. ELEVATIONS REFERENCE NAVD 1988. I A B . UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND I I oP ST 25' 19' CENTER OF COVER SURVEYORS SEAL ISA VIOLATION OFSECT7ON7209,SUBDIVISIONZOFTHENEWYORKSTATE 1 N: LP 34' 33' CENTER OF COVER EDUCATIONLAW. N� �C 5. ONLYCOPIES 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 INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN I ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS �j I 1=WOIa SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO W . 57-1 W` THE T17LE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND (b Lil TO T OT H OVAL NEST TUTIO S OR DINGSUBSINSTITUTION. NSTIT TTIOOWNERS.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADD° V• ,s is o ti2 STORY FRAME 6R" p 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUTLOCATED ON N ; ° HOUSE 8 GARAGE I er THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN ALL Z I N a I 103 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCA770N,SIZEAND TYPE BY THE `o RESPECTIVE UTILITY COMPANIES. J � PUNCH - m RIGHTS-OF-WAY NOT SHOWNARE NOT CERTIFIED. 01 o -`Y - • l�� a THE SURVEY CLOSES MATHEMATICALLY. 0 I $, Lel'- II�� � 10. ALL BURIED UTILITIES(WATER,ELECTRIC/TELEPHONEANDGAS)SHOWN ON THIS SURVEYARE BASED /O\ 57 1 I \41 -� r `� UPON AS-BUILT INFORMATION PROVIDED BY THE OWNER/DEVELOPEAOR 73{f7R DULYAUTHOR/ZED 1 < tt 7 REPRESENTATIVES(INSTALLER)MEASUREMENTS SiNj IS 1 �11«y SUFFOLK COUNTY REAL PROPERTY TAX MAP DISTRICT 1000 C-50528 ` SECTION 106.00 BLOCK 08.00 �'1•�, QQ- w 'DR' 020,0 L=178.0 LOT 055.000 - q�$ RIM=59.30 �'•� ._ rDURl�Dr O f0' o ~-•�� ca re a:e, Io' a• awt D Vie• C °1[�r. ASPHAL i~`� __ ��� ��w a M x22 a M•nw[,•b�6 �~[�r [[N Nr •1- RIM=53.0. ._-�' Kone°ns.uoac.mvc a n¢uuncs STANLEY ROAD K � _ .� .a � IPR1VA7E ROAD� 50, 1.7DE'j S 68'11 20' W ,�r arae.aav®motMs m.w 40.00 � � mos M nu°�mur�a•ns k1u.[o.a ns i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (DUP.lEDI�.�5 APPROVAL OF CONSTRUCTED WORKS FOR 12-20-22 MF UPDATED LOCATION OF V.G. ELECTRIC CFD - o sTaur WALL �— ASINGLE FAMILY RESIDENCE DATE 6Y DESCRIPTION APPROV, BY o REVISIONS Date_ vzo/23 R-z1-oo3a TOWN OF SOUTHOLD o H.S. Ref No._ SUFFOLK COUNTY NY Cn The sewage disposal and water supply facilities at this location have been E ^ THE FIELDS AT MATTITUCK o Inspected andlor certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. /3 LOT 1 SANITARY AS—BUILT PLAN r CRAIG KNEPPER,P.E.,CHIEF L. K. McLEAN ASSOCIATES, P.C. D 3 Office of Wastewater Management CONSULTIIIO ENGINEERS 431 SOUTH COUNrRI'rm_CROX"V L KM YORK 11719 v SITE PLAN De:IyRta By: MF/CFD s.mt: AS NOTED 51'°°I"°' o o SCALE: i_ 40' o rx°. By. MF Ooer OCTOBER 2022 S A 3 I V) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approvrd 8y: RAS flit No. 20099.000 Kidd-Ori\fe SITE PLAN DATA : 01 v ZENITH PROPERTY GROUP LLC RO ECT" 0 NSF R �71 RRE ROW LLC 2530 STANLEY RD., MATTITUCK NY 11952 Z!r-1 z .......... . ....... 1000-106.00-08.00-055.000 RUTH ROAD 0 (PRIVATE ROAD 50' VIDE) k r 't" �, *1 "I SITE AREA: 56,628 SF /1 .3 ACRES N 6801111011 E 205,331 LIMITS OF GRADING: 40,565 SF /0.9,31 ACRES .7 T. 7 7-7 77 r�n NO WELLS LOCATED WITHIN 100' IN: 7 r Il, atfituck HMIs SEDIMENT ON SITE m tENTION BUFFER 4 NON',-BISTURBANC�'NA TUBAL , VEGETA TA TION RE SILT FENCING X 7" j r 61 Co 7 .......... r 0 77------ -CIfv1IT. OF GRADING PROP.' SILT -15 FENCE 0 ASPETALED. (TYP.) Z,.ENTRANCE-FOUNDATION OF COMPACTED 3/4-STORE BLEND OR N.Y. -7 rb STATE D.O.T.APPROVED R.CA FILL 70 18* ---- ------ 7A• EIGSTING GRADE FOR '73-- A M1, PLAN VIE 72 w, Jr. 0) u 70 69 R 0 A D LOCATION MAP 7,11�6:8D�,- ENTRANCE-FOUNDATION OF COMPACTED SCALE: 1 1 ,000' 4001), 3/4-STORE BLIEND OR N.Y.STATE D.O.T.APPROVED fLC.A. 67 SILT FENCING FILL 7015*(Lon.)ABOVE DUSTING GRADE FOR DRAKAZEL CROSS SECTION cJ 6-7 TEMPORARY CONSTRUCTION ENTRANCE SCALE: NTS \ SOIL STOCK ILE 20'x,46' INGROUND POOL 8" THICK REINFORCED CONCRETE COVER CONCRETE SLAB BELOW GRADE —ROOF LEADER �;�� - -- JAREA ,,500 F E E N I \ :3 SURFACE AS PER SITE PLAN TRANSITION 3 L_ E CAST IRON CLEANOUT "T" BRANCH WITH BRASS OR PERSPECTIVE VIEW 4z BRONZE THREADED PLUG C, �-70 (tZ, PRECAST CONCRETE 1% MIN. PITCH- FENCE POST bm. GRADE Mm�--VACt4NT- 4" CAST IRON PIPE 36" MINIMUM 2 x 2 CHIMNEY WOVEN WIRE FENCE a -K (6x 6 - 10 10 WWF) D 1, - 0 13 Ell DI CffI M] lff1 EEV rb I"T f-I z [3[71[P C91 0�;] 11221 FILTER CLOTH 777 W3 ;10 rq 0 ac IM111 M r ®®®C91 DQ m PE Cb 8" ADS DRAINAGE PIPE 1111W 1312 M D�J Iff�l 6" ADS DRAINAGE PIPE FOR p.-7jx� C3[3)CQ CO MMI 8" ADS TRENCH DRAIN ONLY. 13 1:9 0 C�] Ej �-5 -0 EMBED FILTER CLOTH SLOPE 0 1 V. z 2 STY. 4 BEDROOM PIESIDENCE U-1 MIN. 6" INTO GROUND GARAGE W/ UN INISH& BASEMENT rn Z F.F.=66.50 F F.F.V68.50 bD 219.1i ROOF LEADER DOWNFALL DETAIL RW ®® ® ® % E3 cm cd NOTE: I / N.T.S. MAXIMUM DRAINAGE AREA c7) E3 CA IM mfl 1/2 ACRE / 100 LINEAR FEET Q_ o f—el 64- 13 U 0 -�RCHJ'/ [3 C4 SECTION DETAIL PROPOSED 13121 WASHOUT cn ......- wNcRETE DW:Z Mrrm AREA AS SILT FENCE DETAILS 5 11111 —11111 LDEIAIUED sc" Rm _j CLEAN SAND & GRAVEL FILL. OSTJ E C-1 GROUND E FIE J WATER J 2'-0" Mir. CLEAN SAND & T 8'-0" Diameter 2'-0 GRAVEL FILL. 2" HEAVY DUTY BAR GRATE, HOT 2 "J / E �\ / I / ,-. ../ �, .J Z DIPPED GALVANIZED, 1.5- O.C. —l'-4"- 0. ANGLE FRAME HOLE 4" 0 3/4" DIA. TYPICAL SECTION @ LEACHING POOL (DW) DEEP FOR CONNECTING E Soo1w NIS; -6'-2g' PIN 64- 0 6 10' 4PROPOSED TRENCH DRAIN q (TYP A A W/ 6" ADS/DRAINAGE PIPE - I O ' ' 0 TO DRYWELL r VARIES END VIEW 0 ............ (0 V V U > 0"----SAND BAG rr Z 7. PLAN DWI 310,00-/ Z�LU--ZALI -FENCE J. �;i O IMPERMEABLE 6--3- ---- ----- I NQTE ce -0—SHEETING 6-1. -[-2 A 0 -AT-E-N-TRARCE- 156.82'---. A <t 1. CONCRETE DESIGN STRENGTH L 1? PER ASTM C31, 4,000 PSI AT 28 DAYS 0 lf�62,�s'3 RTM=5 9 3c, SECTION 0—4 2. REBAR ASTM A-615 GRADE 60 &=A 3. WELDED WIRE FABRIC ASTM A-185 cc, 1:1 OR FLATTER 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING �w— SIDE SLOPE Cl f t P-A V"Afr/v 4� W—w- 7 c- T ELM 0 RrM,=5$XV1.1 I B0 T.=5�4,8 ENTRANCE y ROPOSED CONSTRUCTION 0 S TION E 9 69 1 1 4" SOLID BLOCK a�� z D "-I CONCRETE WASHOUT DETAIL OMIT END WALL FOR INSIDE SECTION (PR&rVA7*,E ROAD 'S E r VMV 40,00 N.T.S. SECTION A-A TYPICAL TRENCH DRAIN — ----- T —"Ritf-57,75 0 T 4,4 DETAIL DEPTH EXISTING N.T.S. GRADE LEGEND: 0 0.0, 63.00' BUILDING 61 CIO) CtJtTE- > z z 11 PROPOSED B SITE PLAN U) PROPOSED ASPHALT DRIVEWAY SCALE: 1"= 20' K,7- 0 20 40 PROPERTY LINE Feet CLAY AND SAND DATE BY DESCRIPTION APPROV. BY C7) c --CD— PROPOSED CONTOUR REVISIONS ---11.0 EXISTING CONTOUR STORMWATER DRAINAGE NOTES: CALCULATIONS; 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED 80 55.00' (8'1 PROPOSED SEPTIC TANK AS A MINIMUM. TOWN OF SOUTHOLD -0 REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES PROPOSED SANITARY LEACHING POOL (2- RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES SUFFOLK COUNTY, NY DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE F- 0 IMPERVIOUS (ASPHALT) - 2,100 SIF COURSE OF THE CONSTRUCTION. SAND AND GRAVEL 7�: PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL C=(1,050 X 1)= 1,050 L 1 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE THE FIELDS AT MATTITUCK 0 1,050 X 2*/12* (RAINFALL)- 350 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT (13) PROPOSED SANITARY PIPE PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS IMPERVIOUS (ROOF) = 2.000 SIF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE PROPOSED ADS ROOF DRAINAGE PIPE C-(2,000 X 1)- 2,000 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE 0 LOT 1 STORMWATER 2,000 X 2*/12" (RAIN LL)= 333.33 CIE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE PROPOSED 8-0 DRAINAGE STRUCTURE (SOLID COVER) ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN \_y PROPOSED DRAINAGE 01CULATIONS: OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. 22.0'1 41 .00' 7? MANAGEMENT SITE PLAN 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL E- PROPOSED U.G. ELECTRIC SERVICE SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED (N 0 ASPHALT DRIVEWAY (DVI) BY THE ENGINEER. 1 1, / *I 00 -w PROPOSED WATER SERVICE 350 CIF REQUIRED L. K. McLEAN ASSOCIATES, P.C. N 0 8'0 DRYWELL= 350 Z.42.25 CF/VF= 8.28 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION TEST HOLE BY YOUNG & YOUNG, L.S 2004 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 13 PROPOSED SILT FENCE PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. (NO WATER ENCOUNTERED) 06 m PROHIBITS THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet Na. cy) RQQE (DW2 & DW3) HIGHEST EXPECTED GROUNDWATER @ EL. 0.5' ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED -- 0 EX. UNDERGROUND WATER 333.33 CIF REQUIRED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL SOP 0 8'0 DRYWELL= 333.33 CF/42.25 GF/VF= 7.89 VF ENGINEER, WHERE SUCH ALTERATIONS ME MADE, THE TEST HOLE LOCATION TEST HOLE PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: MF -0 Q) PROVIDE: (2)80 LEACHING STRUCTURES 04' DEPT):{ Date: FEBRUARY 2021 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE N.T.S. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW swi n SECTION 7209-2). Approved By: RAS File No. 20099.000 ® � L. K. McLean Associates, P.C. (631)2E6-866E FAX(631)286-6314 -0-'* 437 Soutli Country Road - Brookhaven - New York - 11719 https://www.lkma.com 25 Newbridge Road - Suite 212 - Hicksville - New Yolk - 11801 Associates RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO CHRISTOPHER F.DWYER ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT STEVEN W.EISENBERG,P.E. JAMES L.DeKONING,P.E.,VICE PRESIDENT ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. 1�. r VINCENT A.CORRADO,P.E. DI l r TAMARA L.STILLMAN,P.L.S. DEC 2 1 �p21 D ger 17,2o2t Town of Southold BuildingDepartment BUIL BINk,-, P TOWN OF SOUTHOLD 54375 Main Street(NY-25) P.O. Box 1179 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: "The Fields @ Mattituck'—Lot 41 (1000-106-8-55) - 2530 Stanley Road Modifications to "Zenith" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields ru Mattituck ion Sub ivisifo on on` Stanley Road Ext., enclosed you will find four (4) sets of updated const Model that was previously approved for this lot in Mattituck.had their design p ofessisupply o al make minor chain issues changes to the plans. These changes were appropriately and functionality preferences the developer/ownriatel identified by the Town's Building p Y Inspector (John Jarski) and we have since low memorialized them to sulth pportls submission you permit reviewour Department. Enclosed you will find the following documents Four (4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) / z / J TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 qTq r,4�, TOJ4N COMMENTS ' ' THE I — ZENITH ' ' ° ° �- 0 9 A allAL I TY N V4 HOME MODEL BT" o '� 0 OASIS AT MATTI TUOK, OORF. o tu z Z N ( o Q 44 >tI ' uj nnom' `O V I i I I - I i s ` \ V LiL-L 1111L Ll Zi I _ J�j.j Iv Wm zU 8 7— z < T O � w FINISHED SECOND FLOOR <FLOOR _ 0 Ul AREA TABLE c\ �✓- <-, Q X < a 53 GOND FLFLOOR 129 sf 15 sfry0 z0 Q Q GARAGE 555 sf Ci BA5EMENT 1,406 sf PORCH 66 sf cv 0 TOTAL LIVING 5PAGE 2,502 sf o 'IF- CONDITIONED FLOOR AREA 5,140e� sf (INCLUDES BASEMENT) FINISHED FIRST F_LO_OR T (I NCLUDE5 ATTIC 4 BASEMENT) ,� FINISHED CCRADE I I I I 1 1 I I INDEX TO DRAl l I NS S DRAW I NG No. l l I 1 1 I i COVER 4 EVATIONS A 2 ELEVATION5DE IVERED DEC 0 6 2021 I ( I I FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 I I I I I I I I I I 2nd FLOOR PLAN A-5 K6%L.L BRACING Q ROOF PLAN A-6 0 I I I L- - -i I I I IJ 5EGTION5 d DETAIL5 A-77 O p —j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1— - - - - � - - - - - - - - - - - - — L � NOTES A-5 O d) L - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - -I- - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - -� T.11-DETAILS A-a Oin 2 1L �- 96 W- VFRONT ELEVATION [� � C E � WE � o � �= O SCALE: 1/4" = 1 ft ~ IX � z DEC 2 12021 Z -°o � L P BUILDING,DEPT. uJ TOWS!OF SOUTHIOLD N Q W Lu IOU OL < XOL <LU _ U� O o IL tL � o O m DATE: FEBRUARY 2021 COVER s ELEVATIONS DRAWING NUMBER A I O z O I Hill Jill 11111 lihillv JL Hill III IIH O w (r u ILLO w w Z O djuill 11 11 11111 IIITII IlITII 111111 111111 111111 111111 1111 1 111 11 1 11 1 11 IIITII IIITII III I 111111 111 11 - - — — — - - - - - - - - - - - - - - - - - - - - - - cw n I lip o g 4 } " " �u LH Lu Q H11 1111111 11111 Hill 1111 1111 111 1 IJ 111-11-1111JI.- Hl I III 1 1111 H 11111 11 1 1111 11111 11H Ua --------------- �� Iv O LLI m O 111 .12 z� wz -ivy O -iw z tu OLz � OW Q� Q� m0CZ REAR ELEVATION o> SCALE: 1/4" = 1 ft 0 p z Q ,4a«•r*,err«. _, f41. ea t Imo,,.•' T�i,-, •���? �n.C` . ¢*'1 f`'. p .IVf;EU ll� 2021 0 �2 12 0 0 r O U- OL , O m - - - - - - - - - - - - - - - - - - - - - — - - 12 — - - — — —12 8� ❑8 � O v � t- Q Z Q IL 4- LU °o I— o El E3 E3 ❑ Ed E3 El ❑ NLH < Q El -- a Xl z 0 0 I-- OLX� OL <� < . 0 � N lu ? � o � m O DATE: FEBRUARY 2021 SIDE ELEVATIO SIDE ELEVATION REAR 4 SIDE ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A 2 A 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O O � � OA-, No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] v TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 2x8 [UG35] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED f U 1/2"(P x 4" CABITUMEN ICE SHIELD BARRIER [RgO5.1.2] [P-50-7.21 AO V. LAG 5GREW5 AT I6" O.G. STAGGERED 24" IN51DE EXTERIOR LL LINE FOR 2:12 TO < 8:12 SLOPES 0 36" INSIDE EXTERIOR Aw 11 1 LL LINE FOR > 8:12 SLOPES 11) to V i tL1/2" STRUCTURAL PANEL SHEATHING [R803.2] O LL 31'-O" 35'-O" 2'-O" 3'-b" R-3q CLOSED-CELL SPRAY FOAM (510F) INSULATION0 .. w -( UJ SOLID WOOD BLOCKING 0 O DECK LATEF'.AL r CONNECTION I - - - - [R50-I.q.2] O O P.G. FTGSIMPSON DT72 EGRESS WINDOW WELL fV (V INSTALLS8" STW CONCRETE EM ALL ON - - - - - -. - --� CEILING JOIST < � dJ IS- 1 r__ - ANUFA 16" x 8" P.G. FOOTING (� Q SPECIE ATION5 PROVIDE FALL PROTECTION DRIP EDGE [Rg05.2.8.5] N BASEMENT ENTRANCE STAIRS - O.�__ ___I_O�-__ _-� I (TYPI AL-2) ��(TYP-3) a4 REBAR REINFORCED 'CON-RENTER AGHNGAALL - = .-I - J(2)-2x8 P.T. GD L J - - - - - -I, I/2" GYPSUM ALLBOAF D 1x8 WOOD FASCIA # _ STANDARD HOOK AND LAP INTO 16" x 8" P.G. I I LL `? 811 I _ I I SOFFIT VENT - N - - DOUBLE 2x TOP PLATE I VINYL 51DING. ATTACH THROUGH RIGID - FOOTING. 2 MIN REBAR COVER - - 01 ►= DE I 7 I 1 INSULATION TO WOOD FRAMING PER ' 1z ABO c0 MINIMUM 24" LAP SPLICE LENGTH [R6O2.3.2] i m1 I I ( i MANUFACTURER'S INSTRUCTIONS FOR HIGH WIND r/aIIR 1 ry Q I AREAS AND TO RE515T A MINIMUM 28 psf -► - �Q-� - - - - - - - - - - - - - - - - - - - - � J - - � - - - - - - - - - --- - - - - - - - ) -� SUCTION LOAD EXPOSURE B) OR 40 psf �} - - - � i EXPOSURE G). r " H ND I [R311.1 8] GONG PLAT I AND STEPS r- 2"36 CASEMENT - - - - - - - - - - - - - - - - - - - - - - - - - - 2x36//BASEMENT I = �t DN 13 IS S > O I EGRESS WINDOW EE�55 WINDOW I I DRYWELL I I I PLASTIC HOUSEWRAP INSTALLED UNDER FOAM EMERGENCY ESCAPE d RESCUE OPENING I - INSULATION. INSTAL AND TAPE ALL SEAMS PER - - - - - - - -- - I3o6a [R310] I MANUFAGTURER'5 IN5TRUGTION5 [R703.2] - - -1 2x4 WALL STUDS AT I6" O.G. R-15 UNFAGED FIBERGLASS BATT INSULATION O R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) 1/2" GYPSUM ALLBOARD RIGID FOAM INSULATION. INSTALL USING _ = 4" P.G. SLAB � I � GAP-HEAD NAILS WITH AMINIMUM /a 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� BASEMENT I- - 311 f 1. PENETRATION;SPACED 12 O.G. PERIMETER AND 2x8 PLATFORM I o I _ R-13 2 CLOSED-CELL SPF INSULATION „ I _ GAS ALTER HEATER I I N (ALSO AT RIM JOIST IN SECOND I6 O.G. FIELD. A. O. SMITH I FLOOR PLATFORM - NOT SHOW .D 1/2" 5TRUCTURA PANEL SHEATHING $ it GPVT 50 200 HI I CAPACITY = 50 gal NOTE: - 3/4" STRUCTURAL PANEL SUBFLOOR I I� I Ll � I 2x SOLE PLATE HOLDDOWNS ARE N- AFRO ZIP MODEL 4X I 2x BAND JOIST0 o0 NOT REQUIRED FOR x 4"m STL COLUMN ON N 4'-O"x4'-O"x14" DEEP P.G. FTG. 2x6 PRESERVATIVE TREATED SILL [UG2]THIS PROJECT. tLw/#5 REBAR AT 8' ON-CENTER EACH AY t_ „_ - - I , �Q(TYPICAL-4) -i N NIUFLOOR JOISTS COPPER TERMITE z(L I O ER SILL SEALSHIELD 2x8 [UG3B] P.T. LEDGER 0 1/2"ll) x 4" GALV. LAG 5GREW5 EXTEND SIDING TO WITHIN 12" OF FINAL = I Q I I I (3)-1.75x11.875 LVL GDR AT I6" O.G. 5TAGGERED cV I I Q I i _ �- - (ENGINEERED DESIGN) [R50'72] 2x6 'j p _ WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS CL DOUBLE FRAME [- - -I r - - - - -� - - - -I [- - - - - -� I - [R403.1.6] I IAT I6' clr d MINIMUM Y2" dla. ANCHOR BOLTS SPACED NOT AT STAIRS ( I I I I I I I I I m GREATER THAN b FEET ON-CENTER EMBEDDED Q I I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE UNEXGAVATED I -- �- - I -- -- - I -- - - --I -- -- I-- - I -- -- I - I - -- -- I J - -__, ,-__•'"'- , �- 1 �-! - � CELLS OF CONCRETE MASONRY UNITS. THE Z ( 1 BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD v BE-AM POCKET I I i i I I I I OF THE WIDTH OF THE PLATE. A NUT AND HASHER SHALL BE TIGHTENED ON EACH ANCHOR r„-P-2) � - - - - _j �- - - - - _j � - - - - J L - - - - -� I z o 8-4 10-4' BOLT. THERE SHALL BE NOT FEWER THAN TWO _wLU1() WH < I I BOLTS PER PLATE SECTION WITH ONE BOLT lD !_ a w m Z O �p LOCATED NOT MORE THAN 12 INCHES OR LESS z pp U L.-� Iv LU Z THAN SEVEN BOLT DIAMETERS (3.5) FROM EACH F- J5 Q Z b" X I I I in O END OF THE PLATE SECTION. WALLS 24 INCHES 0= U O }- Q V QC O , N (),6w } IL _ _ �Ir O-1W p I dJ TOTAL LENGTH OR SHORTER SHALL HAVE NOT <CL z r(� M I �y I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE � � 0 v r- O z_ p I - - - GSHALLL BE ATTR GHED TO AD AGENT HALL � v m N v� r Iz I I �� z 11._1 oz z I- I Q I I PANELS AT CORNERS AS 5HOHN IN ITEM q OF NO Oz Q -W W Q _ TABLE R602.3N. Q [(] a- - r F---I I Q I I LL I i -t_ v, � +,WCL 4� ^Oa 10" POURED CONCRETE FOUNDATION STEM ALL " Q F I X Q �I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING N z I ( O 3 w tt a ?tx LnL, J 0 Q I MINIMUM 3'-0" BELOW GRADE x I I I R-11 BASEMENT WALL BLANKET INSULATION O z ly O O O Q - - - - - N U N i I lO I I / P.G. FOUNDATION ALL WITH UNBALANCED BACKFILL Q Q p j lam- V/ N o Q - -J I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS m -12 O s O D Q I I I I N JU I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR z 1- lX C) I I - WITHIN 12 INCHES OF THE TOP OF HAL STORY AND 0 O Q L - - - - - - - - - � I - - - - - - - - -� � I I - I ONE No. 4BAR NEAR MID-HEIGHT OF THE ALL x `Lu Uwi i i L- - - -•- - -- - - -- - - - - - - - - - - - - - - - -- I m I I I I I r -- in STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(I)] O 0 z " I _ _ _ _ __ [- - - - - - - - - - - -� I - - - - - - -- - - - - - - - - - - - - -I EXPANSION JOINT r dJ - -i _ I 9 DECK I I O - - Q O I N Q ABOVE 4" P.G. FLOOR SLAB cp - - - - - - - - - - - - -__ 1 1e•r.,.�Ps..4R,. 7 2x8 [UG3B] P.T. LEDGER POURED CONGRETE FOOTING •ro' N _)-2x8 P.T. jE G R� 1/2"-P x 4" GALV.LAG 5GREW5 AT I6" O.G. ON UNDISTURBED 501L [R403.1] '%"" J L STAGGERED [R50-7.q] ,•; " ��••• . 6 MIL POLYETHYLENE FILM _ �,`r��,. ,,,� �`�+'i��!?�"• i� ` - - - - - _ - - - - CONTINUOUS UNDER STEMALL P.G. FTG 211 tLT`rFICAL k4ALL SECTION 22'-8" 7'-4" 12'-4" 811 SCALE: NT5 a''` i x=•.` 0.11 MM�f ° DE.,AVERCU DEC 0 ZD21 4"x4" [UG4B] PRESERVATIVE TREA-ED P05T WITH GALV. METAL P05T BASE ANCHOR ON 12"0 x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 0 24" x 24" x 12" DEEP P.G. FOOTING- WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM -3 MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE- 2k BEARING 501L (TYP-6) O 1 (ENGINEERED DESIGN) A ~ �i t A-7 01L � O Ism FOUNDATION PLAN SCALE: 1/4" = 1 ft z O' Q N � %') < 0 STRUCTURAL DES I ON NOTE v ww- Z Q� In accordance with the 2020 RGNYS; structural 3: < �• �- < WINDOW AND DOOR 50HEDULE elements such as engineered wood, steel and -1 No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/WOOd Composite columns, beams, headers and � < Q- WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: F- (� N A UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,KITH GRILLE I) resist gravity loads, And v }U B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,VO GRILLE J LU C 30 13/16x 26 11/165.71 sf 22.24 sf sq O r UNITED WINDOW 3900 TWIN 3050V" " " 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,VO GRILLE 2) are not contained in the prescriptive design AJ D UNITED WINDOW 3900 TRIPLE 3050VGA 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NITH GRILLE provisions of the 2020 RGNYS tL E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,KITH GRILLE O F NOT IN PROJECT F were designed in accordance with �- m G UNITED WINDOW 3900 4040V PIC NIA 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V NIAV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) structural elements such as Halls and felnestrotion that: J UNITED WINDOW 4500 P06068V N/AV N/AV NIAV NIAV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE 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 CLASS DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'* 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 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 RGNYS 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION p 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 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 Where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A === 5 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION G0N5TRUGTI0N 35'-0" 2'-0" 3'-6° z GODS OF NEW YORK STATE O 10' RIOIS COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 ECCCNY5. Both REScheck(U.S. MAJESTIC, QUARTZ 32 DIRECT A-7 to Department of Energy) and REM/Rate MVENT GAS FIREPLACE.oresco) computer Z Q software was utilltzed to demonstrate compliance. All INSULATE 4 AIR-SEAL ALL O WALLS,CEILING AND FLOOR OF w mandatory provisions of the 2020 15GGGNYS - Residential V Provisions are In force. �. IL i PROVIDE RESERVED SPACE IN SERVICE PANEL FOR OTE THE CHASE. INSIDE WALL 5URFAGE5 SHALL BE O Y �! FUTURE SOLAR ELECTRIC, INSTALLATION [TI03.q) 810522 WRITTEN STATEMENT: To the best of my knowledge, HALL SHIELD AND TAPED. 14'-O" WALL SHIELD AND CEILING belief and rofess al judgement,these plans comp) with the j IL CL0515D-0ELL SPF p 1On y FIRESTOPS SHALL BE CAULKED Q W _ Energy Code. Furthermore, as a RESNET certified rater (LD. / WITH CAULK HAVING A 300° F w Z No. 26143CII), i certify that these plans comply with the Home ATTIC, PATHWAY FOR 50LAR ELEGTRIG [TIO3.8] NDE MINIMUM CONTINUOUS EXPOSURE aw J Energy Rating System (HERS) program. A signed certification INSTALL 2"� VERTICAL SCHEDULE 80 PVC, CONDUIT 5/4 UE INC RATING. COAXIAL VENT HAS of compliance with the HERS program (HERG,will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS - Z - � OUTSIDE COMBUSTION AIR - of the constructed building to demonstrate complione. OR GAPS AT EACH TERMINUS [153802.3.2]. O INTAKE. I GYPSUM BOARD B J J 8301.1 CLIMATE ZONE: 4A Suffolk,NY " o G (V (V I ---- 36 GUARD [R312.1] O O Q s CONTINUOUS BEAD OF 303 _ __ _______ SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 C_______ ____ _________________________ Q O Q - Simulated Performance Alternative, and the provisions of I I I I i 6°610 SLDR 60b10 SLDR (2)-3050 (V fV GYPSUM BOARD Sections 8401 throw h 8404 labeled "Mandato n __I ____ I L ____ I ( (2)-2x 12 HDR (2)-2x 12 HDR (2)-2x12 HDR 9 �• r- l I J J I _ J------- Mandatory u J Mandator requirements: p BASEMENTDOWNNTRANGE i i IiIi r------------------- ly O yy IO II WALL LINE ABOVE R40L3 CERTIFICATE, Builder to post per Code. CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE, To be tested 6 verified to 3 PL TE Ht. 5 " A F LATE Hi. q'-I" ASF SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. I O R402.42 FIREPLACES: Factory built with UL 121 doors. I I O i Q Ql CONTINUOUS MINIMAL R402.4.3 FENESTRATION, See window/door schedule _ �_ ----------------It --- i� M1L----J KITCHEN EXPANDING FOAM AT WINDOW 8402.4.4 FUEL-BURNING APPLIANCES: All room heating andel(9 IL 1? } II UNIT PERIMETER hot water heating appliances to be direct vent with both 23'-4 I/2" = 7'-0 I/2" I (p o intake and exhaust pipes installed continuous to the j 3 1/2" O N - WINDOW UNIT R402.45 RECESSED LIGHTING+ IG-rated and labeled as p _� i I Q I I® having on air leakage rate of not greater than 2.0 cfm v N i I-O I i I O d O I I N er Code. p > I I V V N I ILL Roo S MAX. U-FACTOR +p5FIGG+ See window schedule. ---------------7 N w I I I i 7 i I o FAMILY ROOM �I R403.1 CONTROLS: See Ions for thermostat Information. I - _ in I I 4'-3+, t= w : I R403.3.2 DUCT 5EALING: All duct joints shall be I I- Ru 1 - I t o w u� ur iv mechanical) fastened and sealed with duct mastic I I "i - I-- I t� 1 Q CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I j GARP�GE -� t I i fn EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test is not I H 5" P.G. SLAB v 1,-31/2" LL i j j IL in IL ' UNIT PERIMETER required under exceptions I and 2. O Q PITCHED TO DOOR REF I I I-� NOTE: q'-O" GEILIN6 HEIGHT I 20 cfm GOVT. TO ERY 11-70 R403.35 BUILDING CAVITIES: Framing cavities shall not be THROUGHOUT FIRST STORY 1 [MI505.4] 1 used as ducts or plenums. N i t R403.4 MECHANICAL YSTEM PIPING INSULATION= Insulate �J N I O I W Q ----J I r'n r l a mechanical system piping carrying hot water to on `� d? F N 1 R-value of not less than R-3. - �) I x r^ - 25 cfm CONT. I x xl 8403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION N t WALL LINE A13OVE--t u� o TO ERV T I Q I. I r, 281 2s io c\V 1 I SMOKE i G.O. SYSTEM, Not In project. I - [Mi505.4] CONTINUOUS BEAD OF p j I HEAT DETEGTOR 5ELF-GLO51NO 20-min N n 1 1' T' x 7" P5L GOLUMN r.I DETECTOR (TYP) 24-1° (V 8403.6 MECHANICAL VENTILATION: ERV continuous SEALANT F.R. DOOR [8302.5.1] (2)-1.'75 x 11.875 LVL i ^ -� � i N � ventilation system specified In the plans exceeds the FLUSH HDR r>7 �p FOR minimum efficacy of 1.2 cfm/watt. _ (2)-2x10 _ R403.1 HVAC, EQUIPMENTt Sized In accordance with AGGA �? ---------------J L _ _ (4)_1.-15 x 11.875 LVL FLUSH HDR _ (2)-1.15 x 11.8 5 LVL FLUSH HDR__ HDR Manual J and Manual 5. u� m __ __ N (3)-1.75 x 16 LVL DROP HDR__ - - I (ENGINEERED DESIGN) -- - -- ;. iJ---- (ENGINEERED DESIGN) BEARING WALL72e'10 ' GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable N -- - - 6 I „ R403A SNOW MELTt Not In project. N (ENGINEERED DESIGN) 1 2 Q 1 2�0 IR403.10 POOLS AN SPAS: Not in project. _______________ 6 I 2xIO STUD WALL AT 24" O.G. Pro I TEGHNOLOGIE5 1 CONTINUOUS BEAD OF R403.11 PORTABLE SPAS. Not in project. jl 0 HVAC, R.A.G. GHA5E (j MODEL T705 I I ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps In at t II Q -i II PROGRAMMABLE 20 cfm GOVT. TO ERV --- least cIO% of permanently Installed fixtures. i t INTERIOR GARAGE WALLS: I GL Il_ THERMOSTAT [M1505.41 I BATH = CONTINUOUS BEAD OF 1 I _ v , I R-15 BATT INSULATION o o SEALANT 8405 SIMULATED PERFORMANCE ALTERNATIVE: This method was I " I -J I Q ° ? O Ys GYPSUM BOARD �9 I_ 2- 3/4 used to show compliance with the Energy Code. REM/Rote q I t - i iv r 11 FOYER - ? F N _-_ software was used to model the building performace - see i S GARAGE CEILING. it deli OPEN TO ABOVE O -- - - - - - v (\ - -- ----- --- --._- -- 2020 IEC-C, Ener Cost Com lionce report provided with N �I t i m Q = I Q BEDROOM 4 w 9y p p p x O Ys GYPSUM BOARD o _ 2' OL05EP-GELL 5FF Permit Application. RE5check was used to model the building 011 I TABLE 8302.6] 2`1-7 �? x performance based On national standards - see RECcheck `fl [ h� : DINING ROOM O r \ �j - n/ Gompllance Certificate and Inspection Checklist provided with I 11 3i I/2" m -II m p C _ Permit Application. I12'-5" - - -- - _ __ � (2)-1.75 x 11.815 LVL FJ V i i l 10-3 , z 1 I v UNDER SECOND STORY WALL I Q SHOWER t IW' (� m w --. I 1 i NI PP�NTRY r O m u� 12'-"7 1/2" 3 I/2" 51-0" 3 I/2" LH 0 z 1 uZ) Z !'!f SEALANT ---�------- 221-111 -----� 30661(2)-106" SL CONTINUOUS BEAD O I � V „ Z ---------------J _ _ _ -----� } I GY UM BOARD - � Q� � � i P5 O 22'-I" i Z - I = I I- N 'I ' m WALL LINE ABOVE I I lu �Z Z m PORCH - ------------------------------�I 247° I Q 0- - r O w CC) (3)-3°5° 5/4x6 DEGKIN6 (3)-3°5° j (L > iv t ® Q (�� CONTINUOUS BEAD OF O 3°5° O 3°5° _� (2)-1.75 x 11.875 LVL HDR (2)-1.15 x 11.875 LVL HDR I (v J m pO[ Q D_/ SEALANT - - - --- ------ 4x4 P.T. P05T Il O +�- Q O (TYP-2) O 1� ,(1 O D( ` Q Q CONTINUOUS MINIMAL PLATE Ht. 8'-5" ASF PLATE Ht. q'4' A5F l� V I f] EXPANDIN6 FOAM AT WINDOW _ __ __ ___® Q Q UNIT PERIMETER WOOD STEPS Z 1 WINDOW UNIT(OR WEATHER-PROOF DOOR) 6'-4" lo'-O" 6'-4" b'-6" 6'-6" (2)-2x12 UPSET HEADER 6'-6" ,I 12'-O" CONTINUOUS MINIMAL 22'-8" 10'-O" 18'-6" ,. g "�..•t«rp..., EXPANDING FOAM AT WINDOW a" UNIT PERIMETER AIR L7 5E l\ I I NO 1�I OTEG TABLE R402.4.1.1 .2020 AIR BARRIER AND INSULATION INSTALLATION CONTINUOUS BEAD of INSULATION INSTALLATION', l j COMPONENT AIR BARRIER CRITERIA SEALANT CRITERIA t,•. A continuous air barrier shalt be installed in the A �,#'t building envelope. General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as A-7 hh DEC() GYPSUM BOARD continuous air barrier. asealingmaterial. 1J LIVERED C 0 8 20?1 CONTINUOUS BEAD OF Breaks or'oints in the alrbarrier shall be sealed. ADHESIVE The igned with th insula ron a d ceiling/soffit th air F I RST FLOOR FLAN aligned with the insulation and any gaps in the air Q CONTINUOUS BEAD OF Ceilinglattic barrier shall be sealed. The Insulation in any dropped celling/sof`it SEALANT shall be aligned with the air barrier. SCALE: 1/4" = 1 ft >- Access openings,drop down stairs or knee wall O = doors to unconditioned attics aces shall be sealed. Cavities within corners and headers of frame l.. 2" CLOSED-CELL SPF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavitywith a material having a thermal 16 n, " resistance of R-3 per inch minimum. O 1L f(1 !' Wails The Junction of the top plate and the top of exterior Exterior thermal envelope insulation for r r walls shall be sealed. p O Z � -- - ---- Knee walls shall be sealed. framed walls shall o installed in substantial contact and continuous alignment with the air , ` m The space between windowldoorjambs and barrier. ` r - - Windows,skylights and doors framin ,andskylights and framingshall be sealed. -t- O v _ GONTINUOU5 51LL SEALER Rim joists Rim oists shall Include the air barrier. Rim joists shall be insulated. FULL WIDTH OF SILL Floor fram ing cavity Insulation shall be installedto maintain permanent contact with O O Z - �� the underside of subfloor decking. Z O Q IL FOUNDATION WALL Alternatively,floor fram Ing cavity insulation p/ Floors including cantilevered floors The air barrier shall be installed at any exposed Q Q F- /'/,,' shall be in contact with the top side of WW O rj and floors above garages. edge of insulation. sheathing or continuous insulation Installed N a[ pC u- i' i CONCRETE SLAB on the underside of floor fram ing;and Q1L Q Z extending from the bottom to the top of all STRUCTURAL DESIGN NOTE LU k) . .___. perimeter members. l -- p V Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided Crawl space walls covered witha Class I vapor retarder with instead of floor insulation,shall be In accordance with the 2020 RGNYS• structural < Q �- < / overlapping joints taped. permanentlyattached to the walls. elements such as engineered wood, steel and --1 Duct shafts,utility penetrations,and flue shafts steel/wood composite columns, beams, headers and �j OL Shafts,penetrations opening to exterior or unconditioned space shall be t. girders that: it -777-7- .,/ r,r/ _ i Batts to be installed in narrow cavities shall i, �, , '� �' / / / �"" ./ be cut to fit or narrow cavities shall be filled 11 W V, Narrow cavities with insulation that on installation readily I) resist gravity loads, and �LI O conforms to the available cavi space. 1L Air sealing shall be provided between the garage 2) are not contained to the prescriptive design O� Garage separation and conditioned spaces. provisions of the 2020 RGNYS IL NOTE: IT 15 THE INTENT TO PROVIDE FOR A Recessed light fixtures installed in the building Recessed light fixtures installed in the O CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight tl1= ci surface. and 1c rated. were designed in accordance with 1-- O THERMAL ENVELOPE. THIS DETAIL SHOWS in exterior walls,batt insulation shall be cut ANSI/AWG N05-2018 with 2018 supplement. O m TYPICAL METHODS OF AIR-5EALING USING plo neatly to fit around wiring and plumbingor "1 VARIOUS BUILDING ELEMENTS, APPROVED Plumbing and wiring insulation that on Installation,radily ADHESIVES AND SEALANTS. FRAMING conforms to available space,shall extend Structural elements such as Walls and fenestration GONFIGURZATION5 NOT SHOWN, SUCH A5 CANTILEVERS AND STAIRWELLS, SHALL BE behind piping and wiring. that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wail showers and tubs shall separate the wall from the shalt be insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. I) resist Wind IOads, and The air barrier shall be Installed behind electrical Electricallphone box on exteriorwalls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design FIRST FLOOR boxes shall be installed. provisions of the 2020 RGNYS PLAN HVAC supply and return register boots that � � I i 1� � •�- (�� HVAC register boots penetrate building thermal envelope shall a sealed I� I to the subfloor,wall covering or ceiling penetrated were designed In accordance with ASCE '1-I6 Wind AIR b the boot. provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4" = 1 ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is recommended by the manufacturer. Caulking or where such elements occur in the plans, they are Concealed sprinklers annotated "ENGINEERED DESIGN." other adhesive sealants shall not be used to fill voids between fire sprinkiercover plates and walls I 1 or ceilings. A A-7 Z Z O p � N N 47'-10° ( W 1'-10 1/2" ri LL 7'-4" 2'-5 I/2" 5'-6" O IL 3'-113/4" 14'-21/4" 6-4" 6'-4" 3'-8" 3'-8" LU O N V r--------------I I I •. (V fV Z ------------ ry f�`I I I I I I I I I O i HAZARD GLA INC [R308.4] O I I (2)-3050 j O r------------------------ — --- — ------- —L-- --------- ----- --- ----- I WALL LINE BELOW t I _ �q 2x8 GJ AT 16" o.c. 4040 PIG OI it 4°4° PIGI 7------------------------------------------ ------------ (2)-1.75 x 11.875 LVL FL HDR I - --- --- 7'-O I/2" (ENGINEERED DE516N) I DOUBLE WALL STUDS 5'-I" 5'-0" X _11/2" BEDROOM 3 2'-2" 1 6'-11" 2-5 1/2" O 01 m - 2x8 PLATFORM - I W.I.G. `? 6'-O" G Ht Ao E cA Q 20 cfm CONT. w cv BATI-I in .o I TO ERV N m � I _ (M1505.41 i 1 1 § I I N § n WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] I 24-70 I r M BATH 3'-l0" LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4-0 1 ____ 20 cfm DONT. 4'-2 I/2" d I 8'-O" G Ht 1 TO ERV N Pro I TEGHNOLOGIE5 I INSTALL ERV UNIT IN CONDITIONED ATTIC. 7705 O --------- DUCT5 SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. 1 z i [MI505.4] cV N PRO MODEL GRA MABLE m THERMOSTAT 1 ----------, I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL +;Q m I A 1 1 SHOWER I --------J --------- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. 0 0 o I �t1 N 36"GUARD[R312.1] _ _ N i STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUCTS IT i Q o r - J) - CD �j I GONNEGTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 24-; ® A.G. PE-NRN m 287° 28"1° lr HVAC EQUIPMENT IN ATTIC I� -_ / SMOKE 4 G.O. HALL � I N FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" da. DUCT GAS OR PROPANE FURNACE: LENNOX ELIcI6UH0'10XE36B SLOPED x �- - - (2)_2x10 DETECTOR (TYP) o i STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 2018411570 CEILING (2)-2x10 - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 HEATING GAP: 64,000 Btuh;AFUE = 116.1 HDR �- - -� HDR (2)-I.75x11.875 LVL FLUSH HDR (3)-1.75x11.875 LVL FLUSH I N _ ------- --------- ------- __ ALL DUCTS INSULATED TO R-4.2 N 287° 287° -- -- ----- (ENGINEERED DE516N) Q INDOOR COIL: LENNOX GH35-30B+TDR BEARING WALL (ENGINEERED DE5161U i I I RIGID INSUL SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE LMI505.4.41: v OUTDOOR UNIT: LENNOX ML14XG1-036-23OG;AHRI 203374690 ON ATTIC - N v I m COOLING GAP: 34800 Btuh;SEER = 15.10 12" x 12" AIR 36" GUARD [R312.1] I - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM — INSTALL IAN MANUFAGTURER'5 SPECIFICATIONS ACCESS DOOR z TRANSFER GRILL m x cv AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. Oo 2&44 0 ci Lf�UNDRY IN CEILING Q o - LU m WW j 2x10 STUD WALL AT 24" O.G. I lY) Z tO I _ HVAC R.A.G. CHASE MPS TER-BEDRO r o I �-1 W z DRYER EXHAUST o O' Ht TRAY CEILING: 1Z •1•G• } .I_U O -I W [MI502] DRYE WASHER Q OPEN TO BELOW Q _ d) p N EDR OM 2 Q 0 Z LLL o z `A z _ _� 3 I/2" 3 I/2" Q > - - o O O 6'-O I/2" Imo' Ht TRAY CEILING m WLU - 10'-O.. x 203o i a- J � r ----------- cv N DOUBLE WALL STUDS O _ _I o mai N i 51042 EYEBROW PIG N N o Q Q _ z W.I.G. 26"1° 12'-5" O 12'-5" N 31/2" i < 9 - (2)-3°5° __ (2)4-15 x 11.675 LVL HDR __ cq m j 7- WALL LINE BELOW r (ENGINEERED DESIGN) N m _ (2)-3050 m OG WALL LINE BELOW I I O I I I I ti. tS •, I I t*• i,� t �— ------------------------- --I f� L— ------------------------- -- --�a� ; * .-,.• ,fed ' r err% r Y., 6._6.. 2._6.. 3._O:. 6'-4" 13'-O" 10'-O" 13'-O" 5' 47'-10" DE NERED DEC 0 8 2021 SECOND FLOOR FLAN o r A SCALE: 1/4" = 1 ft O A-7 r O LL �-- Z P v �- 0 50LAR-READY p CERTIFICATE O o N � v This home has STRUCTURAL DESION NOTE lu v P W0--U Z incorporated features at pr the time of initial in accordance with the 2020 RGNYS; structural 3: Q V�— k) < construction to enable the elements such as engineered wood, steel and _ 17 Installation of solar steel/wood composite columns, beams, headers and p- electric. girders that: E-- N N The solar-ready roof o o 1) resist gravity loads, and v-1 zone is shown on this w < construction plan excerpt 2) are not contained in the prescriptive design O FL W aOLr GO 1 and is free of IT IL obstructions that would provisions of the 2020 RGNYS N O 0 limit placement of solar were to In accordance with �- O panels. ANSI/AWG NDS-2018 with 2018 supplement. O m Plastic conduit for future Ll electric wiring has been Structural elements such as walls and fenestration that: e installed through walls at DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the Installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and SOLAR-READY provisions of the 2020 RGNYS PLAN roof-mounted solar ROOF ZONES panels. 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 == 5 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] BWL A BNL B BWL G BNL D m 10'-4" 1 '-4" � O � v N 1 , x BWL I ------I------------------ ----------I --- .-----.-.v4----!---- 1 1 0 Q .. M,.,n.... ROOF BELOW I 121-211 LU WALL LINE BELOW R I- J a" ff/ _ I a 1 w LL 2x10 RR AT f16" o.c. 2x10 RR AT 16" o.c• ROOF BELOW - - 0 I s I n � _ X - a 0 . . -- U 1r I m { LU O j - ' LIME � r_.. ; -- ' ,I 1 Q ; ' ,I ROOF N f uJ Q ' { } ATTIC PATHWAY FOR SOLAR ELECTRIC LTIO3.b] Q � O " - - ----- xbRR 4 O if Q CONDUIT THROUGH ALL WALLS TO ATTIC,, WITH .-- - - , u1 / `, „ INSTALL 2 cV VERTICAL SCHEDULE 80 PVC, x I� a ' TEMPORARY FLU05 OR GAPS AT EACH TERMINUS _--= i I• -._. _.__ 9 o r \' , + 6 ' 1 0 [E5b02.3.21• --_._ _._. j ° c Al I o P�GGESS ROOF - - ' - -- __..,. j I 1 f Q I QB w:..,, 1 N 9 i'\ y / it N AGGESS ROOF 1{ 1 , 1.15 x 14 LVL 5TRUGTURAL RIDGE _ . .. 1-L-1 0 1 t 1 P05T RIDGE DOWN TO BEARING f WALL AT 12'-0" ON-CENTER OR LE55 = I 2x12 RIDGE - 12 R 2X IDOE - __ o EXTEND RIDGE TO BNL 2 --- ----------- ---------- - ---- r, i BEARING WALL AT o ' ROOF BELOW 1 ALL VAULTED . CEILING5 - SY s � SOLAR-READY ZONE [T103,3] ° PROVIDES 36" WIDE ACCE55 PATHWAYS i 0 �p FROM EAVE TO RIDGE WHERE 5HOWN h { ... .n.....:._.,.. � [R324b]• THE SOLAR-READY ZONE SHALL ' �,""- °F � ,; tY -1 p \PPAT Q REMAIN CLEAR OF OB5TRUGTION5 SUCH ASVENTS, ETC. [TIO3.4] _ 4i X(TYPICAL-2)x2x6 RR AT I6" o.c.SEOOM7� STOi�Y E3NL_ PLAN 2x10 RR AT 16 o.c. WALL LINE ..'..,..,,,.. :M,......,. ...r.,.:.< :..,..:.. ;E 2x10 RR AT 16" oz. � 2x10 RR AT 16" o.c. � � Q 5GALE: 3116" 1 ft ° IE _ V PORCH ROOF BELOW +8 - WALL LINE U m o ROOF LINE X I( tum Uj j TABLE R802.5.2 RAFTER/CEILING JOIST HEEL �m -1 t- 0 z 15 - -1 t- � zw JOINT CONNECTIONS a,b,c,d,e,g uuo. Iv z LU o 0 z GROUND SNOW LOAD (psf) 0. RA >. IL ui' ® w -- O ROOF FLAN RAFTER RAFTER 20f 30 � O } d Y SLOPE SPACING Roof span(feet) O IX X < BWL E BwL F BWL G BWL H SCALE: I/4" = I ft (inches) 12 20 28 36 12 20 � 22-4 ?-8 38-6 (, ^^ QRequired number of Q Q d common nails'b per heel joint splices d, 1 I 1 12 4 6 8 10 4 6 8 11 - 1 I 3:12 16 5 24 7 8 10 13 5 5 19 7 8 11 14 16 21 ' BRACED WALL PANEL CALCULATIONS 1 1 4'-10" 3'-0' 4'-4" 1 12 3 5 6 8 3 5 6 8 ' I I t Factors T bl R60214 { [ 18 ? 4:12 16 4 6 8 10 4 6 8 11 Wind Story stmen -Table e .3 2 7 12 16 ;�" �?.: "���� �`'r�r• ,� ( p. pp rY 24 5 8 12 15 5 9 ��- B 3 - f -------------- ------------------------ I-------- 12 3 4 5 6 3 4 5 7 Numbered Lettered .,,�� �.�• ,, s , �` ; 31'-o"i i I t I ii `r , Wall Lines Wall Lines Comment 5:12 16 3 5 6 8 3 5 7 9 Exposure Category 1.00 1.00 Exposure B; 2-Sty 24 4 7 9 12 4 7 10 13 Roof Eave-to-Ridge Height 0.98 0.98 9'-8 Roof Only 12 3 4 4 5 3 3 4 5 `'. ys{*�_ •: 1' ; �:5'' '� ,.`�� r 'e',w �'.°. .cam!°• cn 1 I 1_ Wall Height 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 5 6 m I Number of Brace N 24 3 5 7 9 3 5 7 9 d Wall Lines 1.00 1.45 2; 4 ;t>y,.., •'. 12 3 3 4 4 3 3 3 4 Additional 800 Ib Hold Dawn 1.00 1.00 NIA 1VERED CIBC 0 8 2021 9:12 16 3 4 4 5 3 3 4 5 Gypsum Board Fastening 1.00 1.00 NIA 24 3 4 6 7 3 4 6 7 Wind Factor Total 0.882 1.279 I • � ;i � _ 12 3 3 3 3 3 3 3 3 j1 m 12:12 16 3 3 4 4 3 3 3 4 r Braced Wail 144 mph Total Bracing 3 4 4 5 3 3 4 6 O O � 24 - Braced Wall Bracing Wind Factor O Line Spacing Required Required Length Status O Line Method ft Total For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per 6 'i i' / O Br Bracing (ft) Bracing Provided (ft) r square foot=0.0479 kPa. u- O i crvI i,..,___• -.__.,._" ; - - a v 1 WSP 27.0$ 7.27 0.882 6.41 17.67 OK a. 40d box nails shall be permitted to be substituted for 16d w = 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OK 00 � common nails. O A GB 19.08 9.59 1.279 12.26 18.67 OK ,,,,._____.-.____ _-_ ._......_. - , , , , I ;, ., �• b. Nailing requirements shall be permitted to be reduced 25 B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. O O r- C GB 12.96 6.83 1.279 8.73 26.08 OK C. Heel joint connections are not required where the ridge is O v 1 - D CS 15.58 3.90 1.279 4.99 23.00 OK supported by'load-bearing wall,header or ridge beam. H ? d. Where intermediate support of the rafter is provided by O I vertical struts or purlins to a load-bearing wall,the < _ `� J tabulated heel joint connection requirements shall be CJ O Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N N Q 6 Lower Story span. w p _ . dJ Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist o s 1 Wall Lines Wall Lines Wall Lines Comment to ceiling joist lap splices. 4 V - _ _-_- - - ?-6 - 2_6 -^ - - - - -__ f. Applies to roof live load of 20 psf or less. �- 0 BWL 4 N --------------------- - - --- ---- --- --- - - -'--- Exposure Category 1.00 1.00 1.00 Exposure B g. Tabulated heel joint connection requirements assume X _:. Roof Eave-to-Ride Height 0.98 1.00 0.99 9-8"; 10'-0'; 9'-8" -4 Roof.-�, . t,, .. ..-" ,, ,., 9 9 that ceiling Joists or rafter ties are located at the bottom �Q -0" 4'-to" I I l ' Wall Height 0.9$ 0.98 0.95 9'-8"; 9'-$"; 9"-0" of the attic space. Where ceiling joists or rafter ties areri _ Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection V requirements shall be increased b the following fa 11J Additional 800 Ib Hold Down 1.00 1.00 1.00 N/A q y g ctors: IL ' Gypsum Board Fastening 1.00 1.00 1.00 N/A O tu H /H Heel Joint Connection Adjustment Factor 1L Wind Factor Total 0.960 0.980 1.223 1/3 R 1.5 J �~ � GARAGE DWELLING 1/4 1.33 p m Braced Wall 144 mph Total Bracing 1/5 1.25 JI Braced Wall Bracing Wind Factor 1/6 1.2 1=I RST STOR"r BNL. PLAN Line Spacing Required Required Length Status SCALE: 3116" = 1 ft Line Method (ft) Bracing (ft) Total Bracing Provided (ft) 1/10 or less 1.11 DATE: I=EBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.00 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK He=Height of ceiling joists or rafter ties measured vertically WALL BRACING 8 F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.G7 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK ROOF 2x EXTERIOR WALL I Z Q Q I I — — i- - - - - - I R-30 BATT INSULATION Q Jn STUD TO FLOOR JOIST V l!9 I 51MP50N COIL STRAP �- _________________y (4)-Sd NAILS AT EACH END O --� CEILING ------------------} ------ -4---------------------------------------------I----------------------------------------------------------------t-------------------------------------- I LAUNDRY I I I FAMILY BATH -�� I -- - - MASTER BATH I I 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ - - - - - - - - - - I 2x RIM BOARD lU >I I I > — > ? I I ? I I I � I > I � I > I W I I GANTILEVERED FLOOR J015T - Q v, WG I I I - I - I -I - IWC I Tj I)I o 0 WASHER I I I LAV. I I LAV. I LAV. ( I I (V 05B $ VINYL SOFFIT TUB I I TUB SHOWER I FLOOR J015T TO WALL: 2nd FLOOR ( I ( I I 2x EXTERIOR WALL 51MP50N H2, (5)-8d NAILS TO FJ Q (5)-8d NAILS TO STUD - ry - ----------------a ALTERNATE WHERE FJ/STUD M15ALIGN5: ------------ --t-- ------- --- --------- ------ _r----------- I-I/2" b�--- I-I/2'-W 2 W --- 3„ W-- 2 W --- ------------------------------------- - I FLOOR J015T TO PLATES: -- 2 W 51, W 1-1/2' W r V2" I I G.D. 2 W 3" WIIG.O. 2" W 3" W I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES ------------------- W I i PLATES H STUD: v ) ------------------------------------------------------------------ I SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUD CEILING - _ - - - - - - KITCHEN -- - - - _ - - - - - - - - - - POWDER- - - - _ - - - - - - - - BATH i 2X ROOF RAFTERS AT 16" O.G. _ USE GALV. HURRICANE TIE BETWEEN >1 >1 I �� > - EVERY RAFTER AND THE ROOF BEAM > I Z7ETA I L AT FLOOR 2x CEILING JOISTS AT Ib" O.G. CANTILEVERS SETBAC,1<5 USE (JOIN NAILS CT RAFTER I IWC I WG I HEEL JOINT CONNECTION KIT SINK 3 ( LAY. LAV. I I SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) V cV DW fn c� I UG3A PRESERVATIVE TREATED ASSEMBLE WITH ID-d NAILS TUI I 12" O.G. STAGGERED ALONG LENGTH I I I I I \Ile 1st FLOOR I VENTED VINYL SOFFIT Ix8 TRIM 130ARD -------------------------- --------------------- -------- ----- ----------------------------------- ---------- -------------- ------- --------- -------� --- ----------- 2' W 1-1/2 W 3" W 1-1/2" W 3" W 2" W j UPLIFT CONNECTIONS: C518 GALV. COIL STRAP C.O. 2.: W G.O. 2.. W 3,: G.O. 2 W 3.r W I USE (2) AT EACH POST,TOP t 130TTOM I 5/4"xb" DECKING (4)-I0d NAILS AT EACH END ------------------------------------------------------------------ ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS CEILING 4" W -1. (2)-No. 8 WOOD 5GREWS AT 2 -Sd THREADED NAILS OR G.O. 4" H �-4 EACH SUPPORTING MEMBER I - -4F.A.I.. 4x4 WOOD COLUMN j TREATED N50"1.?] REST DIRECTLY ON FLOOR EAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR J015T5 UG55 PRESERVATIVE TREATED (5EE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IOd NAILS PLUMB I NO RISER 17 I AOS'AM / UC3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R50-1.5] _/ I I SCALE: NTS HOUSE TRAP TO APPROVED i SANITARY SYSTEM GRADE 4x4 WOOD POST BASEMENT FLOOR I UG3B PRESERVATIVE TREATED ---------------------------------------------------------------------------------------------------- - - - - --------------------------- - ---------- � PB44 HOT-DIPPED GALV. POST BASE ANCHORLu m F- LU Lu 12"(P VERTICAL- " HIGH REBAR COLUMN WITH (2)-#4 Z � Q �z JX O .�- .c-- -1 tr O J W TYPICAL ROOF R-3q 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 [Q — - z W ASPHALT ROOF 5HINGLE5 OVER 15# FELT OVER REBAR EACH WAY, REBAR 4" ABOVE (� Iv ,-- d r Q Z " STRUCTURAL PANEL SHEATHING OVERBOTTOMz Lu 10 2x10 RAFTERS AT 16" O.G. Q Z Q W R.-361 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) < JU >` p/ W I.-!5 x 14 LVL STRUCTURAL RIDGE -1 -� WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R3I6.4] Q� � (SEE ROOF PLAN FOR P05T LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] TNrF I GAL FOS'C.H I:�)ETA I L p Q- m Q < 12 8 SCALE: NTS �/ N O Q Q R 117O E TENS I ON 57RAF: WRAP STRAP OVER RAFTER I (5) 10-d COMMON NAILS AT EACH END OF STRAP I1I 2x4 COLLAR TIE AT 48" O.G. GABLE WALL INSULATION (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XP5 CAVITY: R-13 2" SPF SEALED ATTIC, (INDIktGTLY CONDITIONED) (BEYOND SECTION) �}.�t.f•rr p.,,'p ' HOOP �t��._Q'r �¢�l;'µ�•.,,. 1 SMOKE 4 G.O. MT530G STRAP—TIE ?` C.,•••• ` "_••.,'Irl- .Y ^> 2X8 GJ AT 16' D.G. j I S CD fir, (} �,,, �`� t DETECTOR IN ATTIC a �:Rr t EACH RAFTER ••""'' 131.x%I-I/4 WIDE 20-GUAGE )N";TYPICAL EXTERIOR WALL R-20 NOTE: ALL DUCTS SHALL BE "LOCATED IN THE ATTIC, I/2" GYPSUM . 2x4 5TUD5 AT I6 O.G. GALVANIZED STEEL STRAP INTERIOR SECOND STORY J BOARD FINISH I-0 • Ya,'�3a ,, C>' :°° r+ RAFTER TO STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND EACH SIDE OF WINDOW AND ��rY ;.,;�'"'••• °" .�'t` WRAP STRAP OVER RAFTER (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 DOOR OPENINGS. INSTALL STRAP FROM TOP OF TOP `''` -'=" '�•` R-15 UNFAGED FIBERGLA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. z Q LIVERED DEC S ZOZI (4) 8-d COMMON NAILS AT EACH END OF STRAP VINYL SIDING OVER HOU5EWRAP OVER R-5, 1" XP5 INSULATION PLATES TO JACK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED OVER 1/2" STRUCTURAL PANEL SHEATHING 05-W5P N - MINIMUM LENGTH BELOW IAN MANUFACTURER'S SPECIFICATIONHEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD HALL CD LAUNDRY W.I.G. U BOTTOM OF HEADER BEYOND SECTION (2)-1.75 x 11.815 LVL DOUBLE-FRAMED J Q5TAIRWELL (TYP) 3/4" SUBFLOOR O O 11.815 TJI-560 FJ AT 16" O.G. R-13 2" CLOSED-CELL 0 a Q ~ r B SPF AT RIM JOIST n TYPICAL INTERIOR WALL N I I Z d ° O lL ^ m 2x4 5TUD5 AT 16" O.G. I I (2)-1.75 x II.B'75 1/2 GYPSUM Q O 1L 1 (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FIN15H O O NALL STUl7 TO NALL STUi7 : � GYPSUM WALLBOARD ON BOTH SIDES v � � m a d ed O STRAP OVER OR UNDER 5HEATHING Ist FLOOR PLATFORM I I o o (4) 8-d COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER R-13 2 GL05ED-CELL 5PF 2x8 PLAT 3/4" PLYWOOD 5UBFLOOR AT RIM JOIST (� SEE NIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR JOISTS AT Ib" D.G. I I ° TANS I ON STfi�.>�i�I NO z 1 � Q _ z b- GRO55 BRIDGING AT MIDSPAN T_ 1L 1/2" GYPSUM I I HALL PANTRYri Qj� ~ 0 SILL GON5TRUGTION: BOARD ATVAILL O ' N I NO S O 2x6 P.T. (U655) SILL ON TERMITE SHIELD FINISH I I SCALE: NTS -1 'J < O Z ON SILL SEAL WITH 1/2" ANCHOR BOLTS W p- FINISHED FLOOR (SEE TYPICAL WALL DETAIL) STAIRS Q p v Zz x 11.875 X F' 11._ LVL ORDER 1/2" GYPSUM FINISHED GRADE d IR FINISH GRADE (4)-3/8" LAG SCREWS J BOARD FINISH O Q V 1 N STUD TO SILL ALT SLOPE 6" IN 10' MIN. AWAY FROM BUILDING q" U -� W (� o BASEMENT v-i WRAP STRAP UNDER SILL PLATE PER CODE 2x8 PLAT to O UJ .� (INDIREGTLY CONDITIONED) tL (6) 8-d COMMON NAILS AT EACH END OF STRAP O N cfl FULL HEIGHT R-II BLANKET WALL LL S SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 Q INSULATION AS MANUFACTURED BY tr- O o E GERTAINTEED CORP. ASTM E84 MAX. Ul = O ° I/2" GYPSUM - FLAME SPREAD INDEX 25 1- ,. BOARD `t MAX. SMOKE DEVELOPED INDEX 50 m O FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 1 DATE: FEBRUARY 2021 10" POURED CONCRETE FOUNDATION STEM WALL PG'. FOOTING4 DEEP SECTIONS 8 VERTICAL REINFORCEMENT: NOT REQUIRED FOR SAND h GRAVEL SOILS (GW, GP, 5W, SP) w/#5 REBAR AT 8" ON-CENTER E.W. DETAILS HORIZONTAL REINFORCEMENT: #4 REBAR AT MID-HEIGHT OF WALL STORY H I OSI-lel I Nl7 Ui�L I FT STRAfi��'I NO --�� ONE TOP BAR WITHIN 12" OF TDP OF WALL / UPON 24" x 12" Ht CONTINUOUS P.G.,FOOTING DRAWING NUMBER SCALE: NTS MINIMUM 3'-O" BEL gW GRADE SECTION A NOTE: ALL METAL STRAPPING SHALL BE 11/4'I x 20 GAGE (SIMPSON C520 COILED STRAP). -- - _ ----/ SCALE. 1/4, - I ft A ===7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. -� NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE * RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and I3ullding Code. - 19 NYCRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES '" "° and publications Incorporated by reference therein. O 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RIo52 BUILDING PERMIT, A building permit shall be Issued by the F- N WIND DESIGN SUBJECT TO DAMAGE FROM WIND ME51ON STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit 0 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 Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https:llhozords.otrouncil.org FOR THE PROJECT LOCATION: LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.0051° W '72.5665° THI5 NEW RE51DENTIAL 5TRUGTURE UTILIZE5 RIo6.3 DE516N PROFE55IONAL: A Certificate of Authorization Is WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amoro lU 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and 5urveying,P.G. ("Designer") to provide v tL MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE professional fined to r services. However,the Designer has � not been retained to provide construction engineering, � THE OWNER SHALL NOTIFY THE TOWN AND P 8301.2(3)] AFFIX THI5 51GN IN AGGORDANGE WITH supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXF05URE CATEGORY: EXPOSURE B TITLE 14 NYGRR PART 1265. for work performance of the builder. The builder shall Q Elevation Latitude heating coolin tem temperature cooling difference Immediately notify Designer, In writing, If there is any to wz g factor p g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and plan Al 70 ft 410 North 150 99% outdoor DB 850 1%outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. 0 N 0 Summer MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof 83012.1 WIND DESIGN: In accordance with Figure R3o12 B wind - Cooling temperature Wind velocity Wind velocity Coincident Winteru g (5) , ty N Daily range - span, 140 mph, pitch greater than 5:12) [TABLE RS02.11] design Is not required. This building is designed in WW O o difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. F- r 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 = 50 plf UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 8301.2.12 PROTECTION OF OPENINGS, This building in not located Q v Q In a Windborne Debris Region. ty N OF ALL BRACED WALL PANELS [8602.3.5]. R3OI2.4 FLOODPLAIN: This building is not located In a flood # hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: QWL Ll�_J Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per A50E-V 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 FASTENER$'b,° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER$'b,, 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 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on orches 1 „ „ . t �� �� ) these tans are nominal sizes. Engineered wood dimensions 4-8d box(2/ x 4.113 ),or 4-8d box(2/ x 0.113 ); or P 9 or 3-8d common 2/ x 0.131 or Wood structural panels,subfloor,roof 9 and wall sheathingto framing and particleboard wall sheathing to framing (LVL,P5L, I joists,glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2%2" x 0.131")• Toe nail 21 Joist to sill,top plate or girder ( 1 �� ")� l; p g g „ Toe nail 3 3-1 Od box(3 x 0.128 ),or 3-1 Od box(3 x 0.128 ),or 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"nails t 1 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. 8d box(2%2"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 34 3 6 4-8d box(2%"x 0.113"); Or 8302.9 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%"x 0.131");or Rini joist,band joist or blocking to sill or top plate 8d common 2 1/2"x 0.131" • or 0.113 Nail 2 3 6 WALLS AND GEILINC5: Gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate Per Joist,toe nail 22 roof applications also ( )� i9 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a SDI = O (req'd max. 3-1 Od box(3"x 0.128"); or ( PP ) 1Od box(3 x 0.128 ),or 6 o.c. toe nail /2 and/ P g 4 8 450);and complies with Code. 3-3"x 0.131" nails 3"x 0.131"nails 0.097-0.099 Nail 2% 4 8 Staple 14 a 2 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(2Y2"x 0.113");or P g 4 8 IN5ULATION. 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 s Staple 15 ga. 1 / 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist „ . Face nail /2 and/ surfaces shall have a F51 s 25 and a 501 s 450. see plans 8802.5.1(9)] 4-3 x 0.131 ) 3-lOd box(3 x 0.128 ), or 0.097-0.099 Nail% 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 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3 %" x 0.135");or Staple 14 ga. 2% 4 8 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 2-16d Common 3 / x 0.162 � where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail / 3 6 4-1 Od box(3"x 0.128");or3-16d box(3%" x 0.135"); or 1 Staple 15 ga.2% 4 8 8302.12 Di2AFT5TOPPIN6: Not needed for this project. 5 Collar tie to rafter, face nail or 1 %4"x 20 ga. ridge strap 3-1 Od common (3"x 0.148")• or Face nail each rafter 25 2 planks(plank&beam- floor&roof) 2-16d common(3%"x 0.162 At each bearing,face nail 0.097- 0.099 Nail I 4 8 8302.13 FIRE PROTECTION OF FLOORS, Not needed for this to rafter 4-3"x 0.131") 3-16d common (3 1/2"x 0.162");or SPACING` O FASTENERS project under Exception 4. 4-10d box 3"x 0.128" or NOMINAL MATERIAL a,b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3%"x 0.135" ;or ( )° DESCRIPTION OF FASTENER AND LENGTH Id luminaires shall be IG-rated I/AM N1102.4.5 with separation 1 2 toe nails on one side and 1 toe 26 Band or rim joist to joist End nail THICKNESS Edges Body of pane p v „ „ • 4-3 x 0.131 nails; or orches g Y p 6 Rafter or roof truss to plate 3-1 Od common(3 x 0.148 ),or (inches) (inches) from Insulation per listing.4-10d box(3"x 0.128")• or nail on opposite side of each rafter 4-3"x 14 ga. staples, %6"crown ( ) (inches) (inches) ' or truss' I 8308.4 HAZARDOUS GLAZING LOCATIONS, Tempered glass or 4-3"x 0.131"nailsNail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cement" 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; m . Fiber-cement and at locations where shown on the plans. 4-16d box(3%"x 0.135"); or at top and bottom and staggeredFibt tu V W z 3-1 Od common(3"x 0.148");or l Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d, corrosion-resistant,ring shank nails 8309.1 GARAGE FLOOR SURFACE: tiara a floor shall be 5-inch Z Z Q dJ z Toe nail 3 6 g - -1 u' -1 w 4-lOd box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped I/4-inch per foot toward vehicle �p - ntry doorway. Z tu Roof rafters to ride valley or hi rafters;or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers 7 ridge, Y P And: Staple 18 ga., %ion 1 3 6 R310EMERGENCYE50APE AND RESCUE OPENINGS: It Is the Z O z dl g,/crown � to minimum 2 ridge beam 2-20d common 4 x 0.192 or (finished flooring other than tile) Z g 3-16d box 3 Y2" x 0.135" • or ( )' Face nail at ends and it each splice t builder's responsibility to verify that window units supplied ( ), p / P y PP d W „ . 3-tOd box(3"x 0.128");or 1 %lop x .121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for � � (�lu � 0 2-16d common(3 1/i x 0.162 ),or g End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. I J <ff 3-1 Od box(3"x 0.128"); or (galvanized or stainless steel)roofing nails(for the finish) � O � �} �� •� 3-3"x 0.131"nails t „ „ 1 1 ion No. 8 x .375 head diameter,ribbed wafer-head screws R3II.-1 5TAIRWAYS, Interior stairways shall be pre-assembled � 0 V 4-16d box(3/ x 0.135 );or a g, 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and N 0 d 4 Wall 3-16d common 3 Y2"x 0.162"); or (for the finish) the minimum tread depth shall be q inches,plus nosing where z 28 Ledger strip supporting joists or rafters ( At each joist or rafter,face nail Q 16d common(3%"x 0.162") 24" o.c. face nail 4-1 Od box(3"x 0.128");or Plywood required. Provide handrails per Code. • < -� 8 Stud to stud not at braced wall panels) 4-3"x 0.131"nails 1 %ringor screw shank nail -minimum 8312.1 GUARD5: Walking surfaces more than 30 Inches above ( P ) l Od box(3"x 0.128");or 16"o.c. face nail 3"x 0.131"nails 2-lOd box(3"x 0.128"); or 2-8d common and%6 12%ga. (0.099")shank diameter 3 6 grade,and steps leading thereto,shall have guards that 29 Bridging or blocking to joist 1 „ Each end,toe nail .� 2/ x 0.131 , or 2-3 x 0.131 nails � 3 conform to Code. 16d box(3Y2"x 0.135")• or ( ) Staple 18 ga., /,/6 crown width 2 5 83122 WINDOW FALL PROTECTION: Windows with sills less than Stud to stud and abutting studs at intersecting wall 12 o.c. face nail SPACING OF FASTENERS 9 3"x 0.131" nails l t s is 1 1 Y4 ring or screw shank nail-minimum a 24" above finished floor and greater than '72" above grade corners(at braced wall panels) /2, /, %2 and/ 1 6 8 shall be protected per Code. 16d common(3 1/i x 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND Intermediate 12/ga. (0.099 ) shank diameter 16d common 3 '/2" x 0.162" 16"o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa'b,c Edges h supports',' 1 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header(2"to 2" header with 2"spacer) ( ) g inches pP 1/ring or screw shank nail-minimum ,*-���A�•. �• 16d box 3%2" x 0.135" 12"o.c. each edge face nail ( ) (inches) t9 % 2%2 and 3/ 12%2 ga. (0.099")shank diameter 3 6 smoke alarms,carbon monoxide alarms,and heat detection �xr•' �. &x r:�'' � ( ) g �2, s, alarms shall be installed at all locations shown on the plans. ,». � •,»•�B 5-8d box 2 y"x 0.113" ;or Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 �- l•''4' � '°'j*.Q ( ) R315 CARBON MONOXIDE ALARMS: Install at all locations :: :: . see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] r ,wg 11 Continuous header to stud 4-8d common(2 y x 0.131 ),or Toe nail [ O P g g] Hardboard specified on the plans. 4-1 Od box(3"x 0.128") 6d common 2"x 0.113" nail 1%lop ring-grooved underla ent nail 6 6 R31"l •y '/ ( ) 6 12f gWOOD DECAY PROTECTION: Lumber specified in the plans 3 n _1 n 16d common 3 72"x 0.162" 16"o.c. face nail 30 (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated fl'.TJ shall be In .;`. •, •f'l. ( ) accordance with AWA UI for the Intended use and location. };S,"' 12 To late to to late 31 1%2" - 1" 8d common nail 2%"x 0.131" 6 12f Staple 18 a. %lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless '' "� ''�' t'^,�- " •'�'-` P P P P lOd box(3"x 0.128"); or ( ) P g g(P ) pp 9 12"o.c. face nail ' 3"x 0.131"nails 1/ 10d common 3"x 0.148" nail;or pp steel,silicon bronze, copper or I/2" diameter or greater s" ,,,• "••'"s n4,�rz 32 1%" - 1 J4" ( ) 6 12 Particleboard steel bolts. •; 8d(2Y2"x 0.131")deformed nail 4d ring-grooved underlayment nail 3 63/4 R401.4.16EOTEGHNIGAL, Footings and foundations shall rest on V�RE Other wall sheathings Staple 18 ga., s long,%6 crown 3 6 undisturbed soil with a minimum toad-beortn value of 2,000 0E U �` Z02� t' 8-16d common(3 % 1 YS"" x 0.162");or Face nail on each side of end joint galvanized roofing nail, %6 g " 'head 6d ring-grooved underlayment nail 6 10 psf• Visually graded soils that have this load-bearing value 13 Double top plate splice 12-16d box(3 Y2"x 0.135");or (minimum 24" lap splice length 33 %"structural cellulosic fiberboard sheathing 1 „ 3 6 s include 6W * 6P--gravel and sandy gravel;6M Q 6G-silty and 12-10d box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 ga., 1 %long,s crown 3 : 6 cl e gravel;5W 4 5P-sand and gravely sand;5M 4 5G-silty each side of end joint) `� 12-3"x 0.131"nails s :, � :: an c clayey sand. Unsuitable subsoil material encountered p g 1 /4 galvanized roofing nail, /6 head 3 6 �,Y8 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ f 34 2%2' structural cellulosic fiberboard sheathing diameter or 1" crown staple le 16 a. 1 %4" ion 5 3 with Y4 crushed stone to a minimum depth of B Inches or AOBE. P g g Staple 16 ga., 1 /long, /crown 3 6 P 0 16d common(3%2" x 0.162") 16"o.c. face nail 1 „ a 1 1/2" g g p g 7 7 - f exterior 0 galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls, foundation walls, Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 11/2" ion 1 /4" screws,Type W or S walls and other vertical concrete work exposed to the 1' 14 3If box 3 1 " x 0.135" g YP For SI: 1 inch-25.4 mm. carWeaport slabll be air s and steoff'c, 5,00to the weatherd stone concrete . a minimum `fl blocking(not at braced wall panels) ( � )�°r 12"o.c. face nail 3 „ compressive strength of f'c=3,000 sI at 28 days. Porches, �u- Q- r 3"x 0.131"nails s „ d 1 /4 galvanized roofing nail; staple galvanized, p g p y . 0 - 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. p exposed ,and garage 0 (� m 1 / long; 1 / screws,Type W or S g P 3-16d box(3%"x 0.135"); or 3 each 16"o.c. face nail floor slabs shall be air entrained stone concrete with a O �0 Bottom plate to joist,rim joist,band joist or b. Staples shall have a minimum crown width Of%6-inch on diameter except as noted. mtntmum compressive strength of f'o=3,500 psi at 28 days. Q 15 2-16d common(2�"x 0.162")• or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing blocking(at braced wall panel) ' c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 0 m 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or 8403.1.4.1 FROST PROTECTION: Exterior footings and foundations - 37 %4" and less 1 „ 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, ie.,to a minimum ' Y ' r- 8d common(2Y2"x 0.131 )nail d. Fasteners shall be laced in a rid pattern throughout the body of the panel. depth of 3'-0" below finished rade. 0 - 0 4-8d box(2%"x 0.113");or p g P g Y P p 9 T D U 1 3-16d box(3Y2"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. �_ v ?- ( ) 38 / 1 1 „ „ 6 12 R404.1.'f BACKFILL: Backfill shall not be placed against z Toe nail 8d deformed(2/ x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of -7 da Brace to - 0 4-8d common(2�"x 0.131"); or days. p ,- 4-1Od 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 speer is less than and bottom of wall during backfill placement. 1.; O< Q 4-3"x 0.131"nails 39 1 %" - 1 1/4" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using Load bearing dimension lumber L1.J 0 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: g O u i Q 0 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N QC 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 v < <Z 2-16d common(3 y"x 0.162");or 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 10^6. UA v Z End nail TV I 3-1 Od box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall -a Q 0 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 �-- 0- sheathing R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3 standard or stud grade lumber. OL sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q X � � OL"ox 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,e •d ( ) WALL SHEATHING USED TO RESIST WIND PRESSURES R-►02.3 GYPSUM BOARD, All interior walls to be covered with)� �-Q 17 Top plates,laps at corners and intersections 2-16d common(3 Y2" x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise til - tN 3-3"x 0.131" nailsnoted on plans. Q _ b. Staples are 16 gage wire and have$minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V� Y2"" „ c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R-103.3 SIDING, W 3-8d box(2/2 x 0.113 );or P PP P g NOMINAL ntc Exterior wall covering shall be vinyl siding tested --i 2-8d common(21/2"x 0.131");or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. STRUCTURAL PANEL WALL STUD SPACING (Mph) � the manufacturer for use In high-wind re regions and installed LL w Face nail PANEL SPAN SPACING with fasteners In strict accordance with the manufacturer's = Q� 18 1"brace to each stud and plate 2-1Od box 3"x 0.128" ;or 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 forIL ( ) Penetration RATING (inches) Edges Field Wind exposure category d 9 1L H 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 3,000 feet of 2 staples 1 %4�� (inches) (inches) (inches o.c.) (inches o.e.) B C D the ocean line. to- inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less t0� 3-8d box(21/2"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 6d Common 1.5 24/0 s 16 6 12 140 115 110 R602.1 WOOD ROOF FRAMING= Load bearing dimension lumber 2-8d common(2Y2"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall be 19 V x 6" sheathing to each bearing 2-10d box(3"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 6 12 170 140 135 2 staples, V crown, g 3 " g g (2.5"x 0.131" 1.75 24/16 %6 16 a., 1 / ion sheathing shall conform to ASTM C 208. ) 24 6 12 140 115 1 110 R806 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 3-8d box(2Y2"x 0.113");or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edgeses For SI: 1 inch=25.4 mm, 1 mile per hour 0.447 m/s. vented space within the soffit. Attic is unvented. 3-8d common 2/2"x 0.131");or supported b framingmembers and required blocking. Blockingof roof or floor sheathing Panel edges perpendicular to RgO52 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall 3-IOd box(3"x 0.128");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance with A5TM 0-1158 Glass 6 NOTES 3 staples, 1"crown, 16 ga., 1 %" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F, and shall be fastened In PP Y g g accordance with the manufacturers Instructions to achieve 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 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail J P g J >P g P P 9 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2Y2"x 0.113");or g the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. DRAWING NUMBER 3-8d common(2%"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. C. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RI0062 AIR SUPPLY. All combustion air for factory-built 3-1Od 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 exterlor of the dwelling _ 4 staples, V crown, 16 ga., 1314" 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 1 Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135' x 3/2")at above(must stack over wall below) 1 „ Plate nail, 16d(0.135 x 31/2") 12"on-center Load bearing or braced/shear wall above - Plate nail, 16dent (0.135"x 3/2 ) When sheathing thickness exceeds 7/", 2x stud wall at Floor panel nail- Blocking panel: 1/e'TJ®Rim Board, 1 (must stack over wall below when present) at 16"on-center at 16"on-center _ No load bearing ALLOWABLE HOLES TJI Joists trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2X2")at 6"on-center X4' Timbei-StrandO LSL or TJI®joist. g , „ Z O Blocking panel: Web stiffener wall above Min.distance from Table A Min.distance from Table B ,/z hole may be cut Q 1Y8"TJ(D Rim Board, 1%" required on both Plate nail-16d(0.135"x 3Y") Web stiffeners required on Blocking panel: DO NOT _ anywhere In web out- TimberStrand� LSL or at 16"on-center" 2x4 minimum Web stiffeners 11%"TJ®Rim Board, side of hatched zone V _ sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side � ® cur or notch flange. TJI®joist Floor panel nail- 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY 1 a"TimberStrand LSL or TJI®joist O Sd(0.131"x 2/2")a 1/a"TimberStrand® N Rim-to-joist Web Stiffeners required 4"on-center •LSL rim board. Ye Web stiffeners s" •• 1 required on both nail each side atA3._W ( B1 61W � IW sides of both joist 6" L, 2 x D, I Close) rou ed round I 2 x L D Toe nail, Toe nail, Toe nail-10d 0.131" ; 1 y 9 P 2 2 2 6" 6" 1%"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY IVo field cut minimum holes are permitted if minimum No herd cut Do not cut O ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds Y8", 12" Web stiffeners required DO NOT holes In (applies to all holes the group perimeter notes rn holes larger at 6"on-center at 6"on-center , y) min. End of joists at hatched meets requirements for hatched 1%"In 1/a"TimberStrandc LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes In menlever except knockouts) q than ile rn For nm board thicker than 1/4 centerline zones round or square holes. :ones cantilever f� TJI®rim joist at rim board and B2W ONLY reinforcement. q1-U! Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Toe nail-10d(0.131"x 3") � UJ required on both Must have 1314"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 AIW 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 B3 63W with braced/shear walls above or B4 64W Minimum distance from edge of hole to inside face of nearest end support 0 N Q Al Al W A2 A2W A3 e 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 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O rim joist per A3 detail. 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 A3.4 A3.4* DEPTH 2" 3" 4" S" By" 7" 8%" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" „ N N •('� O O O O y W Nail through 2x cantilever,wood backer and 110 1'-0" r-6" r-o" T-0" 5'-0" r-a' r-6" r-s" 3'-6" 4'-6" N N v) Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide lYe"TJ®Rim Board or 1Ya"TimberStrand® LSL. TJI@ joist web with 2 rows 10d 0.148"x 3" �l Blocking 1 ( ) , 210 r-o" r-s" 2'-6" T-0" s-6" r-0" 2'-0" T-6~ 4'-0" F-0- Weyerhaeuser Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. s/" - ( ) panel 1 1 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel Use 16d(0.135' x 3/")nails with 32"TJI® 360 1'-6" 2'-0" T.0" 4'-0" 6'-0~ V-6" 2'-6" T-6" T-o" s'-6" (V N with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" s'-o" T-0" T-0" T-0" 4'-0" 5'-6" s'-0" ®' diameter maximum hole for 11 "- 6'-0"length of TJI joist 8 d to u o / , schedule. 110 ,'-o^ r-o^ 1'-s" r-o~ '-s° 3•-0" s•-s^ r-o^ ,'-s" z'-o^ 2'-s° a'-s° 5'-0~ s'-tr' # reinforcement and filler 16"deep blocking panels;6"diameter 1Ya"TJ®Rim Board 1/a"TimberStrand® 210 1'-0" 1'-6^ 2'-0" z'-o" T-0" T-6•' 6'-0" 1•-0" 1'-6" 2•-6" T-0" 5'-0" 5'-6" 6'-6" _ 4'-0"length of LU 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9%"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 ,•-0" 1'-6" z'-o" z'-6" T-0" 3'-s" 6'-6" 1•-0" 2'•0" T-6" 3'-6" 5'-6" 5'-6" 7'-0" with one 8d(0.131"x 2/2) 360 1'-6" 2'-0" 3'-0" T-6" 4'-6" F-0~ 7'•0" 1'-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" I one each at to and bottom flange. ' " s6o ,'-s" r-s^ 3'-0° a'-o° 5'-s° 6'-0" e'-o° z'-s" 3••s^ a'-s" 5'-s^ 7'-0" r-s° e'-o" reinforcement both 16"deep blocking panels; p diameter with 9Y2"and 11%"TJI® or shorter than 12"long. P g Attach reinforcement to joist nail at each corner F1 applies to 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9%" joists. Do not cut flanges. 1 110 ,'-0" 1'-0" 1'-0" 1'-0" V-6" T-0" T-0" 5'-6" 1'-0" 1•-0" 1'-6" z'-o" T-6" 4'-0^ 6'-0" 8'.0" Web stiffeners /"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Yz°) Horizontal blocking uniformly 210 r-0" r-0" r-0" r-6" 7.0" 7-6" T-6" 6'-0" r-0" r-o" r-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6" Load from above required on both diameter maximum for blocking Do not cut flanges. 1X8"TJ®Rim Board 1Y" nail at each corner panels between each loaded joists 14•• 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" a'-o" T-0" ,'-0" 1'-0" 2'•0" T.0^ a'-o" T-0" T.0" 9'-0" sides at E1 W ONLY panels 9%"deep or shorter than TimberStrand®LSL. Nail with joist. Nail to top plate with • only. 360 ,'-0" 1'-0" 1'-6" 2'-6" T-6" a'-o" F-6" 8'-0" 1'-0" 1'-s" z'-s" a'-o" s'-o" s'-6" e'4' 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood ik �R` 560 r-o" r-0" r-o" T-0" 4'-6" 5•-0" 6'-6" 9'-0" r-6" T-0^ a'-o" s'-o" T-o" Y,6"-, Do not cut flanges. 1Y8"TJO Rim Board or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer �ak`�etec ot`�`I� 210 ,'-0" r-o" 1'-0" r-0" r-o" 1'-s^ 2'-6" T-s" 6'-0' r-o^ r-o° r-o° 2'-0" T-0" T-6" 6'-67 8'-o" TimberStrand® LSL.Nail with 12"length of/ �\�es c ca� oaa5 16" 360 1'-0" 1=0" 1.0" 1'-0" 2.6" 2'-6" 4.6" 6'-6" 9.0 1'-0" 1'0" 1'-6" 3'-0" 5.0" 5'-6" 9'-0" 10'-0" 11.6" ((( one side at E5, g 3 10d(0.131"x 3")nails,one : Attach reinforcement to both sides at E6 e`ta cR`� reinforcement on one side <�� 0 sso r-o" r-o" r-o° r-o° r r-o^ 3'-0~ a'-s" each at top and bottom flange. joist web with 3 rows Full depth vertical a� �r t;�`� blocking between at E7,both sides at E8 F1 ° Seng l� 10d(0.148"x 3")nails at 6' 9 a" s" s" r• a" to" 1z" 15" 17• a" s^ s•• 7•• a" 10" 1z" 15^ 17• Attach reinforcement on-center,clinched.Use 2 each joist 360 r-o° r-o"�,_00- -o^ r-o^ z'-o" a'-o^ s'-s^ ,0'-0" r-o^ r-s° 3'-0^ s'-o" 10-0° 13'-s" 2x4 minimum .0 E7 Eg Less than 5" 1s' to joist flange with 2'. ccs rows with 9X2"and 11/a Less than 5" sso r o" r-o" -0" r-o" z'-o^ a'-s^ r-o^ ,r-o" 2'-0" 3'-s" s'-o° 6'-6^ 1a-s" squash blocks p" 8d(0.131"x 2Y")nails at 6" a�`� TJI®joists. * 20„ 3so r-o° r-o° " ° 1-0~ 2'-0° a'-o° 7'-0° 10'-6" r-o° r-o" r-6° 14'-0" 15'-s^ 2' �ccI Ga WEB STIFFENER ATTACHMENT sso r-o" r-0" ,'-o° r-o" r-o° a-6" s'-o° 1r-s" r-o" ,'-s° 3-s° 5'-0" r-o° 1o'-s° 13-0' 1a-s° 16'-0° 1X8"TJ Rim Board or �tc� on-center.When reinforcing E5 E6 1, �� CS Use 2x4 minimum squash blocks to 1Y"TimberStrand® LSL. Face grain �a'� both sides,stagger nails. y"minimum transfer load around TJI®joist E1 E1 W Nail with 10derS rand@"x 3. E2 E3 horizontal E4 Not for use with 3%z"TJI®joist flange widths 1„ 23A"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 (1Xz"for TJI® Nailing: port 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" g" 4" 5" 6Yz" 7" a'/e" 11" 13" z" 3" a" 5" 6Y" 7" 97/e" 1r• 13" blocks installed at joist-span Web stiffener both sides. adhesive to all 1 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" T-6" T-6•' F-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using P pp Han er 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" a'-0" 6'-6" 7'-6" g 9 Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Xa"overhang two 8d 0.113"x 2 Ti ht fit* 230 z'-s" 3'-0" a'-o' S'-6" 8'-6" z'-0~ T-6" 4'-6" 6'-6" T-6° be a minimum of 60% Flashing � ( Y2�) 9 (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'.0" 5'-6" 6'-6" 9'-0" T.0" 4'-6" 5'-6" T-6" 8•-0" of joist depth nails when possible. flange with face mount hangers). a 1 „ Nailing Requirements Web 560 T-6" F-0" s'-0" 7'-6" 10'-0" 4'-0" F-6" 6'-6" 8'-0" T-0- Clinch nails when possible. , Treat'ed2 e� 13,o\ytisQ a�, 22 styp cal TJI®Joist Series Depth Stiffener Size Type Number Nails 110 r-0" r-0" r-6" 2'-6" a'-o" 4'-6" 8'-6" r-0" r-6" 2'-6" 4'-0" T-0~ T-0" '-6" 9 I � End Intermediate 210 1'-0" 1•-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" T-0" T-0" 4'-6" F-0" 8'-0" 10'-0" See fastener ® 1 110 All 5�"x 2516"i,l 117/8" 230 1'-0" 2'-0" 2'-6" T-6" F-0" F-6" 10'-0" 1'-0" '-6" T-6" 5'-0" 8'•6" 9'-0" 10'-6" ,:..,• ' 1�"TJ Rim Board or 1/a" 210 All A X 2�s" 360 2•-0" 3'-0" 4'-0" F-6" T-0" T-6" 11'-0" 7-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'•0" table below.Maintain 3 " s 8d Top mount a distance(minimum)from TimberStrand® LSL. 230&360 All 7A"x 25/6""' (0.113"x 2Y2") 3 3 110 r-o" 1:o" r-o 5 0" 2--0~ 7-6" 1a'-6" 8'-6~ 1.0" 1.0° 6'-0" 2'•6' �s•o" 1s•o" 19.0' 12'.0- Backer Option#2: edge of ledger to fastener. 2x strapping installed at% 16d 210 r-0" r-0" r-o" r-0^ 2'-6" T-0" 6-6" 9'-6" r-o" r-o" r-0" T-6" 6'-0" 7'-0" 10'-0" IT-0- Face mount Backer block joist-span locations using two 2 560 All 2x4'2' 14" 230 r-o" 1'•0" r-o" 2'-0~ 3'-6" 4'-0" 6'-0" 10'-6" r-o" r-0" 2'-6" 4'-0" V-6" 7.6" 11'-0^ 13'-6- both sides of web Allowable Load(lbs) 1 „ (0.135"X 3�") 360 1'-0" 1•-0" T-0" T-6" 5'-6" 6'-0" 8'-6•' 12'-6" 1'-0" 2'-0" 4'-0" F-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger Fastener 1Ya"TimberStrand® , .. /2 screws per JOISt,typical 18" 4 4 560 1'-0" P-0" ,'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" F-0" T-0" 10.0" 1 r-0" 13.6" 15'-0" with single TJI®joist 1/s TJ®Rim Board LSL rim board 16d Option#3: 560D 20 2x4'2, 5 5 210 1•-0" 1'-0" 1'-0" 1'-0~ ,'-o" 1'-a" 3'-6" 6'-0" 10,_0„ ,'-o" ,'-o" 1'-0" 1•-s" a'-s" s'-6" 10,_0„ 12•-6^ ,s'-0" Web stiffeners required if sides of y"lag bolt 610 480 Direct) applied ceiling 22"'3' (0.135"x 3%") 6 11 16•, 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'•0" 4'-0" 6'-s" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10.6" 13'-6" 16'-6" With top mount hangers,backer block required only Y PP 9 H 1 hanger do not laterally support at H2 H3 24"(3) 6 13 360 r-o" r-o" r-o" ,'-o~ 3.0~ a'-o" 6'-s" 10'-0~ 13'-6^ r-o^ r-o" z'-o" a'•o" 7'-6" 8'-6" 13'-0" 1a'-s^ O O for downward loads exceeding 250 lbs or for uplift O Corrosion-resistant fasteners required for wet-service applications. PB1 least 3/"of TJI®joist top flange LA When Specified on the layout one of W sso r-o° r-o" r-o" r-o" z'-s° 3'-6^ r-o•' 1 r-o° 15'-0" r-o" r-o" 3'-s" 5'-s" 9'-0° 10•-0" 1a'-s" 16••0" 1e•-o° conditions.For nailing requirements see page 5,TJ- O (1)PS1 or PS2 sheathing,face grain vertical the bracing OptiOilS above is required 2 Construction rade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" B" 10" 12" 15" 1T 9001,Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 3so 1-o" 1'-0" 1'-0" 1'-s" 3'-0" 6'.0" 9'-0" 15'-0" 1-o' ,'-s" a'-o" 6'-8" 9'-0" 14'-6" 16'-6" 1s'-s" �_ v 1s" Roof Framing, T - q 560 1.0~ 1'-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" FASTENING of FLOOR PANELS 360 1'-0" ,-o" 1'•0" 1'-0" ,'-o" 3'-0" s'-o" 11'-0" 1s'-s" ,'-o" ,'-o" 1'-6" a'-o" 7'-0" 12'-6" 16'-6" 19'-0" BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'•0" 1'-o" 1•-o" 1'-o" 1•-0" 6" 5'-6" 12'-0" TJI®(1)(2) Rim Board 1,/Z' TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. )iJ Nail Size 110,210, 360 and %'•TJ®Ri 1%.. TimberStrand®LSL Microllam® Parallam® g%"or 9Yz"or 14"or Leave Y"of web minimum lY) BEARING FOR DOOR BEAM TO BEAM BEARING AT g/"or 14"or 18"or 14"or 18"or (minimum)at top and bottom of hole. DO NOT cut joist flanges. ltJ I and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 14" 16„ T 1,/" g Z itj Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11/8'. 11/a'• 11/s" 16" 20" 16 20" Tables are based on uniform load tables in current design literature. Z 8d(0.113"x 2�"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3" Filler Block(,) 2x6+%" 2x8+3/" 2x6+%" 2x8+Y" 2x12+Y2" Two Two Two - - -1 1T Q--1 W 1'/a"TJ®Rim Board or Stra per code if to late 2x6 2x8 • For simple span(5•minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located _ P P P P 10d 0.148"x 3" ,12d 0.148"x 3%" 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 Z 111 ( ) ( ) at the center of the'Dist span provided that no other holes occur In the Dist. Q 1%"TimberStrand LSL or is not continuous over Cantilever 2x6 2x10 2x6+3/a" 2x10+%" 2x6+Y2" 2x10+Y2` l P P j Q U1 i Q Z 16d nails sing 6" 6" 8" 6" 9 9 g g Nct PP ALLOWABLE HOLES Headers and Beams Z \ a Z � ()Z blocking for lateral support header ( s a 4 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Nota applicable �- 1 Stagger nails when using 4"on-centers spacing and maintain 1 %"joist and anal edge distance.One row of fasteners is permitted tv�m at abutting applicable � Z • ( ) 99 9 P 9 P 9 P ( 9 (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long } _ Q panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown In table.When fasterer spacing for , Q / Q/ W ® Q Strap per Code if top blockingIs less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. LU Backer Block l) �.55E TimberStrand® LSL Headers and Beams _ P 9 9 9 1 s „ 3 " 3 „ % „ � „ 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. (Detail F1 / or/a /a or/e / or 1"Net 2x6 2x8 2x12 W N _► i� plate is not continuous ( ) pp P Por H2 Qr ►� - m Q " nails c' can a reduced o 3"on-center for light gauge steel straps. 2 x diameter of the over column (3)With 10d(0.148"x 1/) spacing b t g g g p (1_ O 'riQ Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3/g"(to avoid splitting). 91)tf necessary,Increase filler and backer block height/or face mount hangers and maintain k gap at top of joist;see detail le biockand backer largest hole(minimum) Q f� hanger � lock dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"min/mum for filler blocks). 9 (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 (� Protect untreated X ry 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 "y\ 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 Gdde for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. ' O O 7 ■Nailing rows must be offset at least/z and staggered. o Z literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Y2")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSL - ®• Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI Joists Is 18"on-center, cantilever and end bearings by blocking Depth Hole size panels,hangers,or direct attachment to 9Ya„_9Y2„ 3„ Multiple-Member Connections for Top-Loaded Beams 8" 6" ,1%'--,178" 3%" TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements O 14"-16" 4%" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone +tAM•:^ter.'S,<r<, • Allowed hole zone suitable for headers and beams with Width Plies n, blocking t Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. `' • Round holes only ••`o�- X. �A „ 2, sides,stagger fall halfwatenersy be the second �• I on. t t 1tz � 10d nails 3 3 No holes in headers or beams In lank orientation. BEARING AT 92• side so they fall halfway between COLUMN 2 12d-16d nails 3 Ya" 2c2j One side fasteners on the first side. p - < < Screws 33/"or 312" 2 s, DO NOT bevel cut Dist Y a 1 10d nails 3" 3 .l Al ' ,.� 12" Both sides O HZ j Other Trus Joist® Headers and Beams .� �-�, ��!`I � ���- Rim board Dint , ,r " t 12d-16d nails 3 Y4" 2(2) beyond inside face of wall. E2 between d joint Microllam® LVL B f�t•+,r��e6°1 •�. _ tr 3 O 1 DO NOToverhang seat cuts h 9 1.3E TimberStrand® and Parallam®PSL •?f 13/4 3%"or 3 z" Both sides On beams beyond the inside LSL hole zone hole zone 2 x diameter of the %depth - '�,: ` o f •''' face Ofsu Ort member. largest hole(minimum) 9:J r ,t•f.r-s"s ,;#' Screws 2 24" Load must be applied evenly across 3. 5" One side entire beam width.Otherwise,use PP Verifycolumn capacity "' s, connections for side loaded beams. DO NOT cut,notch or drill P Y 10d nails 3" 3 12„ One side holes In headers or beams DE IV ERE0 f1�1 and beam bearing (per , 8 221 5 12d-16d nails'3j 31/4 2'2' (p ply) d except as Indicated in � 0 O length.See current 4 0 0 o illustrations and tables. 7 Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 6 3A" One side form a header or beam of the required size,u to a TJI®rim joist L6 q P 5"Or 6" Both sides maximum width Of 7" .• .• Microllam® LVL and Other Trus Joist Beams 1 e"TJ®Rim Board or 1%" Parallam®PSL Header or Beam Maximum Round Screws 2 24" O 3i�" 2 6 4" One side L ® allowed hole zone Depth Hole Size TimberStrand LSL. Q Yz"bolts 8" 2 24" - AZ middle,3 span 43/" s11 Q ~ d) 5�" 1/a Q It (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"". B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4%20" 2" COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 (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. see illustration for allowed Hole zone O n r General Notes !� 1 to Vm 82 • Allowed hole zone suitable for headers and beams with uniform loads only. Q • Round holes only O BEAM ON Q NAILING AT BEARING FLOOR L5 • No holes in cantilevers. V _ COLUMN CAP (FLOOR) TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 83 • No holes in headers or beams in plank orientation. t 1Y8"TJO Rim Board or (Load bearing wall above) CJ _ O 1Ya"TimberStrand LSL. Joist may be shifted u to 3"if Use B1 or B2 at Q ® One 10d(0.128"x 3") y p O A R M I N G Q Ff I , nail into each flange floor panel edge is supported B4 intermediate bearings I-- �0_ Z One 8d(0.113"x 22") and span rating is not exceeded. - Q nail each side.Drive Do not cut joist flanges. with load bearingor y i IL Joists are unstable until braced lateral) F- nails at an angle at braced/shear wall QQ< Q least%"from end. Plumbing Drop gLH P1 • Blockin 1I' from above Bracing Includes: End of joists 9 Sheathing • Strut Lines �7 31 "minimum at centerline L2 Hangers • Rim Board • N O < � 0 9 Rim Joist /2 Also see detail B2 of support O � W r- d, W COLUMN BASE 1Y4"minimum end bearing intermediate bearing p V _ single-family applications 5%"may be required for maximum H1 (- Shear transfer:Connections equivalent capacity O X J to floor panel nailing schedule • �, X � < n Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building < d l� 1 ® j ° until braced. that are lying flat. materials on unsheathed N N ?: :« 1/s"TJ®Rim Board, TJI 560 rim Dist:Toe o Y g ,•�,;;,';`,. Additional joist is required if p 1Y4"TimberStrand' LSL or nail with 10d(0.128"x 3") O ; o INJURY MAY RESULT. joists. Stack only over 0 (� floor panel edge is unsupported L4 TJIO 110 rim joist: nails,one each side of or if span rating is exceeded. •' a. Q)2 One 10d(0.131"x 3")nail TJI®joist flange TJI 560 .. , . , Exterior Deck WARNING NOTES: beams or walls. W LA DO NOT use sawn Lack of ro er bracing during construction can result in serious J u- into each flange floor O Attachment p p g g Q 9 1 + ` • •.: •: , , lumber for rim O W Structural accidents.Observe the following guidelines: IL Z QC TJI®210,230,and 360 rim INSTALLATION TIPS °' O board or block%ng, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®' •,. sheathing 9, 9 1 pP Joists must be completely installed and properly nailed. Il.. H Q ELEVATED joist: o as ltmay 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 �--� One 16d 0.135"x 3 nail •Subfloor adhesive will improve floor performance,but O after installation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the ba COLUMN BASE ( Y2 ) P Y P rY P ( 9) 1 y. Q 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 F- m Top View Q Locate rim board joint between joists. O Safety bracing(1X4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a I •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI 0 joist before additional loads can be placed on the system. of a TJI®joist with web stiffeners is not a substitute concrete 1%"knockouts at ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges, " 1 ( ) extended to a braced end wall. 1Y8"TJ®Rim Board or 1X4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. ' TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .coni/inform. Optional plumbing or HVAC. P3 non-shrink See framing Ian If applicable)or flush with inside face rout Drive nails at an g p ( pp ) of wall or beam I-JOIST DETAILS 9 One 10d (0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJ►,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, T)-9006, which should be referenced for additional information. - TONIN OOMMENTS z II ZENITH ' ' RETAIN STORM WATE I RUNO PURSUANT TO CHAP1 ER 236 z A PR V'ED AS NOT D OF THE TOWN CODE. o A MAL I TY NEN HOMF- MOr�) =L E3Te DATE: B.P.# 10 FEE: �R''' COMPLY WITH ALL C DIDES OF 0A515 AT MATTI TUOK GOR . NOTIFY UILDiN t.°ARTMENT AT � W � T65-1802 8 AM TO �P"�I FOR THE NEW YORK STATE & T WN C AS REQUIRED AND CO DIT!O FOLLOUVl1 G IrJSPECTiONS: � — 1. FOUN ATION - TWO REQUIRED L M FOR ROUREn CONC--.ETE r- i a, A N O 2. ROUG - FRANNI',MIN� PLUMBING �� F 3. INSUL TION T' ST jLl 4. FINAL - CONF- ^N MUST BEC MPLE, ;.0. -- # > ALL CO STRUCT: SHALL MEET THE — REQUIR MENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Lu DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING PE 1UIREE OCCUPANCY OR IS UNLAWFUL ELECTRICAL USE INSPECTION REQUIRED > WITHO T CERTIFICATE 4 OF OCCUPANCY III Hill 11 Hill 11 exterior lighting PLUMB R CERTIFICATION PLUME INClaced or ON LEADCONTENT BEFORE ALL PLUf,1!SING WASTE stalled,rep LI CERTIFIC TE OF OCCUPANCY &WATER LINES NEED r paired shall conforr, I 2. SOLDER USED IN WATER TTING BEFORE COVERING to Chapter 17 CANNOT of the Town Code SUPPL SYSTEM EXCE D 2/ ooA � 11 111 11 1 ]111 Jill - - - - - - - - - - 5 11U Ll11 - - -- - - - - - - - - - - - must provide Manu DO NO PROCEED,WITH D, 7 and S a5 per FRAkIIIN G UNTIL SURVEY. Cade OFHAS DEN 10 PROVED. N NYS Energy 0 O oor m �- 8 and ductwork 1�1 m w ? testing required. ro z Q_1T d) z v- -a v- O -tw FINI5HED 5ECOND FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ O Q[ 1-Z a FIRST FLOOR 1,3'13 sf (n N O Q 4 — SECOND FLOOR 1,1241 sf z Q Q _.__..._ GARAGE 583 sf Q < oi ENT 1,406 sf PORCH66 sf Z N o ° TOTAL LIVING SPACE 2,502 9f CONDITIONED FLOOR AREA 3,4108 9f (I NGLUDE5 BASEMENT) FINI5HED FIRST FLOOR _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - INFILTRATION VOLUME 42,583 cf �twr" "�'R"g;•, ha - - - - - - - - (INCLUDES ATTIC 4 BASEMENT) FINI5HED GRADE ON ,° `/ �� �r;^•' ' E D � I 1 Nl7EX TO I7RAN I N5 5 - - - - - - - - - - DRAWING No. .. COVER $ ELEVATIONS A-I ELEVATIONS A-2 DELIVERED FEB 0 9 21021 FOUNDATION PLAN A-3 i l I I F I RST FLOOR PLAN A-4 L7 I I - 2nd FLOOR PLAN A-5 � - - -I - - - - - - - - - - L I- J - - - - � I- - J WALL BRACING ROOF PLAN A-6 r � - - I - - - - - - - - � - - - - - - - - - - - - - - - � - � - - - - - - - - - - - -�- � - - - - - - - - - - - - - - - - - - - - - - - � EGTIONS4DETAILS A--r 00 O NOTES A-8 d1 TJI-DETAILS A-41 ti r 00 O Oz v- � o � O f=RONT I=LF—VATI ON o v r O 50ALE: 1/4" = 1 ft z Z Q E- b- uj °o Q i— o NJO < <o z 1,u,k 1 z � a 4 OL � 0 ks) t %3° � — o� IL Ir- 0 O m DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A === I m Z O f=- 1 z 00 O LLa O w z Hill a z 11 N 11 1 1 11 11 11 11 11 1 ITH 1111 11 HIT11 IIIO - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - N �— ° g > cli Jla Q i Q✓_ Ua f z V V O LU m F O `LH k) wm Z Z <V �za -a t- O -1 w z !- ul�z � �Z REAR ELEVATION o> �4 � X < 50ALE: 1/4" = 1 ft z Q .jy,,�l�:,FeSEw.,f• • e et •�!!'I"„ ftR, a s'�+f e ti*. DEL VER D ° r 12 12 ° r MIL 10, 8 - - - - - - - 00 - - - - - - - - - - - - - - - - - — - - - - - 12 12 0 ~ T- P o ::) z Z LL LU NI— o O tu E3 E3 E3 E3 EJ E3 EE FEE Q � OL ° < El ED 0 0 El E] El < I a d El ETEI 1:1 El ED-El El - - - - - - - - - - - - � � ® ® ® v Ci Lu O m DATE: FEBRUARY 2021 REAR $ 51DE SCE ELEVATION SCE ELEVATION ELEVATION5 50ALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A === 2 m 235# ASPHALT 5HINGLE5;MIN. (4)-FA5TENER5 PER Z A STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O H O A-� No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] � TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 SELF-ADHERING POLYMER-MODIFIED V 2x8 [UG36] P.T. LEDGER 0 07.2] IDE EXTERIOR O x 4" GALV. LAG SCREWS AT I6" O.G. STAGGERED 24" INSI [R5RIOR WALLL LINE R 2:12 TO < 8:12 SLOPES V I 1 1 LR5036" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 71-6 I/2" STRUCTURAL PANEL 5HEATHING [R803.2] LL 2'-0" 3'-6" R-3G CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� LU I6-0" 151-0" 4'-b" 5'-611 14'-O" (5'-6" 4'-6" SOLID WOOD BLOCKING z lf) P.G. FTG N - - - - - - - - GEILINGJO15T BASEMENT ENTRANCE STAIRS _ _ O DRIP EDGE 501A -�-'®""'F'--- -"� I 1x8 WOOD FASCIA 8" REINFORCED CONCRETE RETAINING WALL 2)-2x8 P.T. GDR - #4 REBAR AT 12" ON-CENTER EACH WAY - J J L DECK LATERAL G NNEGTION [R507.q. ] I/2" GYPSUM WALLBOARD ! SOFFIT VENT FOOTING. 2" MIN REAR COVER T, STANDARD HOOK AND LRP INTO Ib" x 8" P.G. u OE P' 51MPSON DTT2 INSTALL IAW MANU ACTURER'S SPEGI ICATION DOUBLE 2x TOP PLATE ! VINYL SIDING. ATTACH THROUGH RIGID 1� � � i ABO (TYPICAL-2) MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER 1� -154"F, O 5 FOR N Q Y O AREAS ANDRTO RES!IN5TR A MI ItMUM 28 psfHIOH-WIND SUCTION LOAD (EXPOSURE B) OR 40 psf } - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - i (EXPOSURE G). - - - - - - _ _ --= __ _-_ _ ___ __ _ __ __ _ _ _ _ -_-_ _ _ I I Z i ---3 " H ND I [R 11.78] GONGPLAT� r 3°245LR - - - - - - - - - - - - - - - - - - - - - - - - - - -- 3°- - AND STEPS I I O EMERGENCY ESCAPE If RE56UE OPENING 1 N I R 5E 5 - QO 1 I d DRYWELL I I [R310] PLASTIC HOUSEWRAP INSTALLED OVER FOAM 4'-3"- I INSULATION. INSTALL AND TAPE ALL SEAMS PER MANUFAGTURER'5 INSTRUCTIONS [R703.2] - - - - - - - - - - - - - - - - - - - - J L - - - - - 3068 R-15UNFAGEDFIBERGLA556ATTINSULA�ON R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O r J BASEMENT L I I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALLMINIMUM 54" _ I � 4" P.G. SLAB I GAP-HEAD NAILS WITH AMINIMUM /4 i PENETRATION;SPACED 12 O.G. PERIMETER AND 2x8 PLATFORM `? I _ R-13 2 CL05ED-CELL SPF INSULATION I6" O.G. FIELD. FLOOR PLATFORM - NOT SHOW I/2" STRUCTURAL PANEL 5HEATHING 6 N (ALSO AT RIM JOI5T IN SECOND GAS WATER HEATER A. O. SMITH I Q it &PVT 50 200 HI I M NOTE: CAPACITY = 50 gal I 3/4" STRUCTURAL PANEL 5UBFLOOR I I g I I i I u- I 2x SOLE PLATE O I N I I I I HOLODONNS ARE N 3-1/2"(P 5TL COLUMN I L - - - 2x BAND JOIST X ( I NOT REQU I RED FOR cx 6"A2"A/2" TOP PLATE z (; THIS PROJECT. !2x!2 x3/4 BASE PLATE L - - - - 2x6 PRESERVATIVE TREATED SILL [UG2] I W I I ON 4'-O"x4'-O"X14" DEEP P.G. FTG. I cp p Z O ( I 1 I ® w/#5 REBAR AT 8" ON-CENTER EACH WAY N N FLOOR J015T5 �Q O CD (TYPICAL-4) I I - COPPER TERMITE SHIELD Q p I I __ __ 2x8 [UG36] P.T. LEDGER I 1 `N a OVER SILL SEAL Q I I 1/2"4) x 4" GALV. LAG 5GREW5 I I ` I EXTEND SIDING TO WITHIN 12" OF FINAL N I I I I I I (3)-1.75x11.875 LVL GDR AT 16 O.G. STAGGERED _ WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS (ENGINEERED DESIGN) I I I 2x6 J-�- O - [R507.2] �� DOUBLE FRAME f -i f - - -1 [- - - - -i N [R403.1.6] O AT STAIR I IAT 16'1-o.c4- MINIMUM Y2" dia. ANGHOR BOLTS SPACED NOT a I I I I I I I I I I 1 (I 1 GREATER THAN 6 FEET ON-GENTER EMBEDDED (a I I I I _ I I I I I NOT LE55 THAN 'C" INTO CONCRETE OR GROUTED FIN15H GRADE UNEXCAVATED I - '- -' -- -- -- - --'---- ---' -- -- - -- --- -- -- CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD z 3-O OF THE WIDTH OF THE PLATE. A NUT AND = BEAM POCKET I I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR (TYP-2) I- - - - - - - - - - - J L - - - - L - - - - Jz O &,_r-6" II-8 IO-4 ell-1011 51-1011 I BOLT. THERE SHALL BE NOT FEWER THAN TWO 11 1 m h V BOLTS PER PLATE SECTION WITH ONE BOLT -2,11 ,1tJ-1 Q I I I I LOCATED NOT MORE THAN 12 INCHES OR LESS z QU)vIU I� LU m `P THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH lL Z li W Z 1 I I I I in O END OF THE PLATE SECTION. WALLS 24 INCHES O r vii O }- z < ? OL r- O� w ..af - - -1 tT O--1 w w I I I I tu FEWER THAN ONE ANCHOR BOLT LOCATE N THE J -a Ui () iv � Z ca Q z 0. CENTER THIRD OF THE PLATE SECTION AND U_ O O I I I I SHALL BE ATTACHED TO ADJACENT WALL Q p v m vd z [� q z r Z Q PANELS AT CORNERS A5 5HOWN IN ITEM OF U v Q Q 1L1 O LU c0 I I Q 00 I I I I TABLE RbO2.3(1). Q n a �j =�Z 0. Q (�� Q_I -�W OI I I I QO d R-If BASEMENT WALL BLANKET INSULATION O L } 0Q U_ x O NKy �y - - - - - -- - - -_ - - - - N mI I I O P.G. FOUNDATION WALL �JO � LTO NZ Q � Q I I I I I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 r Ix BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY O O IL AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Q u N Z FOUNDATION 5TEMWALL UPON I- - - - - - - - - - - - - - - - - - - - - - - - - - - J m I I I I I6" x 8" DEEP CONTINUOUS P.G. FOOTING I 1 STORY [TABLE R404.1.20)] 1 - Q -� o EXPANSION JOINT aJ= - - - - - - -i L' - - - - - - - - - - - -� I U DECK I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I C) 1� ' O dJ I I N Q ABOVE I IJ, J, 4" P.G. FLOOR SLAB __ a Mews N 2x8 [UG3B] P.T. LEDGER POURED CONCRETE FOOTING 1(2)-2x8 P.T. G R�+_ __ ( 1/2"(P x 4" GALV. LAG SCREWS AT 16" D.G. ON UNDISTURBED SOIL [R403.1]Nit STAGGERED [R507.G] 6 MIL POLYETHYLENE FILM - - *•- E. t)fir. ti Ute. <`) - - - - - - - - - - - CONTINUOUS UNDER 5TEMWALL P.G. FTG 2.. L2:" TY'F I GAL" NA LL. 5�GT1ON 22'-8" 7'-4" I2'-4" 10' 8.. 8.. SCALE: NT5 CIE iVRLU`I Lib 9 2041 71'-b" 4"x4" [UG4B] PRESERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON 12%) x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 0 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM -1 �-- MAXIMUM SUPPORTED LOAD AT 7'DE5!GN DEPTH = ISk IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) 0 O (ENGINEERED DESIGN) O f- A r A-7 1L FOUN7A71ON FLANo �z 0 50ALE: 1/4" = 1 ft �-- p 0.i Q )- z IL P No) Uro 0 _10 < z STRUCTURAL DESIGN NOTE JU ly p- In accordance with the 2020 RGNYS; structural Q d �- WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and 0- 7 -1 steel/wood composite columns beams, headers and Q II,_ U� No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL g irders that: �- Q WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS . N 0 _ A UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and v 0 B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf 120 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE iu 72" J IL O '- C UNITED WINDOW 3900 TWIN 3050VA 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf] x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained in the prescriptive design O W D UNITED WINDOW 3900 TRIPLE 3050VGA 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RCNY5 I E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sfj 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE _ F NOT IN PROJECT F were designed in accordance with G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sq48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such os Halls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 7'± 56±sf - 56±sf 56±sf N/A N/A -23.0/-27.8 psf 150 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 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 RGNYS 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 5EGTION 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 120 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE "7-I6 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR V(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft; EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the tans, 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 DESIGN ." y A == 5 m F NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 31'-O" 35-o 2,-0„ 3,-b„ O GODS OF NEW YORK 5TATE 6-4" 10'-8" 10'-8" 7'-4" V RI01.5 COMPLIANCE: This building was designed and shall be P constructed to meet the 2020 EGCGNYS. Both REScheck N.S. MAJESTIC QUARTZ 32 DIRECT On Department of Energy) and REM/Rate (Moresco) computer Z software was utilitze to demonstrate compliance. All VENT GAS FIREPLACE. Z INSULATE 4 AIR-SEAL ALL O mandatory provisions of the 2020 ECCGNY5 - Residential WALLS,CEILING AND FLOOR OF 0 Provisions are In force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOO THE CHASE. INSIDE HALL SURFACES SHALL BE R1052.2 WRITTEN STATEMENT: To the best of my knowledge, FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] SHEETROGKED AND TAPED. �� IL bellef and professional Judgement,these plans comply with the CLOSED-CELL 5PF Energy Code. Furthermore,as a RE5NET certified rater (I D. WALL SHIELD AND CEILING �� FIBESTOPS SHALL BE CAULKED + - No. 2614387), ( certify that these plans comply with the Home ATTIC PATHWAY FOR 50LAR ELECTRIC [TiO3.8] WITH CAULK HAVING A 300° F MINIMUM CONTINUOUS EXPOSURE -% Energy Rating System (HERS) program. A signed certification INSTALL 2"0 VERTICAL SCHEDULE 80 PVG CONDUIT 5/4,,e6 DECKING RATING. COAXIAL VENT HAS z v1 of compliance with the HERS program (NERC) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY FLU65 OUTSIDE COMBUSTION AIR �r j of the constructed building to demonstrate complione. OR GAPS AT EACH TERMINUS [E38023.2]. 0 INTAKE. N ✓ .n ' �! 8301.1 CLIMATE ZONE: 4A Suffolk,NY 3030 O O O cV GYPSUM BOARD 36" GUARD [8312.1] : CONTINUOUS BEAD OFQ ------------------------- --___-- - SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 C_______ ____ _________________________ -____-- o - Simulated Performance Alternative,and the provisions of 1 1 I I I 6°68 5LDR 6°68 SLDR (2)-3°5° CNI GYPSUM BOARDSections R401 through 8404 labeled Mandatory. r---I I ® I I (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR (� Mandato regyirements: J_ DW L---- -- Mandatory _ BASEMENT ENTRANCE I � --- --- R40r3 CERTIFICATE: Builder to post per Code. `t DOWN i' CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be ested 4 verified to 3 O 1 i WALL LINE ABOVE ALL O II SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans. PL TE Ht. " Ir LA H . q'-I" ASF j I W z I j 8402.4.2 FIREPLACES: Factory built with UL 12.7 doors. 1__ , O O Q QII 8402.43 FENESTRATION: See window/door schedule _ ,_ -----------------t --- 1 m 1 ____ l CONTINUOUS MINIMAL KITCHEN I EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and � - - - I? } ILLUNIT PERIMETER hot water heating appliances to be direct vent with both 23'-4 1/2" 7'-O 1/2" ® O o p Intake and exhaust pipes installed continuous to the m m I O LU IN outside. ' 3 1/2" I I N WINDOW UNIT R402.4.5 RECESSED L16HTING: IG-rated and labeled as `r L _- _� 14z Q I - having an air leakage rate of not greater than 2.0 cfm � :j N i I I 110 S I N per Code. R402.5 MAX. U-FACTOR 4 51-160t See window schedule. ---------------� cv w o I I �r I I N o FAMILY ROOM N I - R403.1 CONTROLS: See plans for thermostat Information. - _ I v c0 fn j 1 4'-3" I IY .0 f/I ' R403.32 DUCT SEALING: All duct Joints shall be 1 p ~ I I = I__ I_T mechanically fastened and sealed with duct mastic I j GARAGE _I i i I Q 1 m it CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I II I I I _EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test Is not I 5" P.G. SLAB v 1' 1/2" v -� UNIT PERIMETER I I 1L in required under exceptions I and 2. p 1 Q PITCHED To DOOR -� _ ' Q I F I I �I NOTE: q'-O" CEILING HEIGHT 20 cfm CONT. TO ERV R4033.5 BUILDING CAVITIES: Framing cavities shall not be I r -moi I I 7 = THROUGHOUT FIRST STORY [MI505.4] QI used as ducts or plenums. g iv x 1 O i u� a _ A `----LJ, 8403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate N I N i � 1 I F iv mechanical system piping carrying hot water to an I I R-value of not less than R-3. �) I I x 25 cfm CONT. X XI l!) R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION iv I WALL LINE ABOVE--1 8 8 TO ERV I 1 r, 2 6 2868 1 u I SMOKE $ 6.0. �o m SYSTEM: Not In project. I I SELF-CLO51NO 20-min 1 - [MI505.4] 1= 7" x 7" PSL COLUMN r l DETECTOR (TYP) 2468 iv M O cv CONTINUOUS BEAD OF HEAT DETECTOR O , O i SEALANT R403b MECHANICAL VENTILATION: ERV continuous I I F.R. DOOR [R302.5.1] (2)-1.75 x 11.875 LVL u, N N O ! ventliation system specified In the plans exceeds the FLUSH HDR m I Cp 5 PDR minimum efficacy of 1.2 cfm/wott. _ ® ® (2)-2x10 O m m ---------J i - R403.7 HYAG EQUIPMENT: Sized In accordance with AGGA d? -""` _i L- _ __ (4)_1.15 x 11.875 LVL FLUSH HDR _ (2)-1.'15 x 11.875 LVL FUSH HDR HDR J and Manual S. u� rn __ __ N (3)-1.75 x I6 LVL DROP HDR__ __ _ (ENGINEERED DE51 GN) ----------------- Manual ------ - GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS: N (ENGINEERED DESIGN) BEARING WALL 2868 Not applicable cv (ENGINEERED DESIGN) i 2'- 3/4" j BATH I R403A SNOW MELT: Not in project. !f-\! 8403.10 POOLS AN SPAS. Not in project. _______________7 � i) I i Pro I TECHNOLOGIES 5 2468 I ` 1 ' CONTINUOUS BEAD OF R403.11 PORTABLE SPAS. Not in project. o GL I MODEL T705 I J-i-J p j I II 20 cfm GOVT. TD ERV ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps in at I 1 p SII PROGRAMMABLE [MI505.4] i; least g05G of permanently installed fixtures. I j INTERIOR GARAGE WALLS: jl ^ u i THERMOSTAT S CONTINUOUS BEAD OF 1 I R-15 BATT INSULATION I N 2x10 STUD WALL AT 24" O.G. p }J II _ O ° O SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was I „ _ HYAG R.A.G. CHASE - -� N _ F �y Y2 GYPSUM BOARD �9 I, used to show compliance with the Energy Code. REM/Rate p I - I N 2 Q � II FOYER - N software was used to model the building performoce - see $ i J GARAGE CEILING: ilk cy m cQ1i OPEN TO ABOVE I- O _ 2020 IEGG Energy Cost Compliance report provided with cv X41 i p m Q = Q BEDROOM 4 Permit lication. RE5check was used to model the buildin ' N I L ki' GYPSUM BOARD 4 8 2 CLOSED-CELL 5PF I 2 b -7 x V f �p 9 � O , �p [TABLE 8302.6] 1 DINING ROOM o o performance based on national standards - see REGcheck - Compliance Certificate and Inspection Checklist provided with N I i p I m .b -I1 cn _. Permit Application. I a�- Q pl 311/2 12'-5" ui II 10'-3 1/2" - m ��1 1 I I i i UNDER SECOND IS�ORY WALL _ h PANTRY ~ K �_ ~ 3 1/2" rr 1mn Z IV J-L-1 1 I x `fl II 1 u� u� 12'-5" 5'-2 1/2" Z U.I Z CZ CONTINUOUS BEAD OF 1 N (li f `y ---------� III 7-4.. I dJ - --------- } <,t O Z W '' 19 '� SEALANT ------ _ - (� - W GYPSUM BOARD 0 _ : ------- 3°68/(2)-01068 SL I Q lLa v )1- 22'-1" 1- Q- ��O Z _ 22 I m 1 1u' ix �Z i 1U F j N m PORCH -- ------- WALL LINE ABOVE-----------� 2468 i Q t- O W i-�-I (3)-3050 5/4x6 DECKING (3)-3°5° j ()_ (� I� ® O CONTINUOUS BEAD OF O 3°5° O 3050 _� (2)-1.75 x 11.875 LVL HD8 (2)-1.75 x 11.875 LVL HDR I -i to V sI SEALANTLL 4x4 P.T. POST O } �0 Q ' O (TYP-2) O N O Q Q I�' CONTINUOUS MINIMAL PLATE Ht. 8'-5" ASF PLATE Ht. q'-I" ASF Z Q O EXPANDING FOAM AT WINDOW UNIT PERIMETER i l-1 WOOD STEPS Z I WINDOW UNIT (OR WEATHER-PROOF DOOR) 6-4" 10'-O" 6'-4" 6'-6" 6'-6" 6'-6" 2 -2x12 UP5ET HEADER l2'-O" I I CONTINUOUS MINIMAL 22'-8" 7'-4" 13'-O" 10'-0" EXPANDING FOAM AT WINDOW IS-roll �4`I �eneleRaeRp II°� t'�1 UNIT PERIMETER •.< .y j R 1 i AIR SEALINC NOTES Al TABLE R402.4.1.1 .2020 AIR BARRIER AND INSULATION :�; :3�!-�f Jt INSTALLATION fr»%; w CONTINUOUS BEAD OF INSULATION INSTALLATION / SEALANT COMPONENT AIR BARRIER CRITERIA CRITERIA cwt : I � A continuous air barrier shall be Installed in the A �;,�>, building envelope. Air-permeable Insulation shall not be used as A-7 n 11 ,r ( LCA U J 2021 General requirements The exterior thermal envelope contains a a sealing material. L EL 4+ER--� G P5UM BOARD continuous air barrier. i ! 1 CONTINUOUS BEAD OF Breaks or'oints In the airbarrier shall be sealed. ADHESIVE The airbarrier in any dropped ceiling/soffit ngapsishall be I �� FLOORPLAN � i ' aligned with the insulation and any gaps in the air I� CONTINUOUS BEAD OF Ceiling/attic barrier shall be sealed. The insulation in any dropped ceilingisofrit !a I, shall be aligned with the air barrier. SCALE: 1/4" = 1 ft r SEALANT Access openings,drop down stalrs or knee wall O doors to unconditioned attics aces shall be sealed. j Cavities within corners and headers of frame O O 2" CLOSED-CELL 5PF The Junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a m ateriai having a thermal resistance of R-3 per inch minimum. Q U- Walls The Junction of the top plate and the top of exterior O Z O walls shall be sealed. Exterior thermal envelope insulation for ",�.m„ ,,, _ Knee shall be sealed. framed walls shall be installed in substantial ^'II"" contact and continuous alignment with the air - barrier. O I- m Windows,skylights and doors The space between window/doorjambs and I framin ands ll hts and framingshall be sealed. 0 _ CONTINUOUS SILL SEALER - Rim joists Rim joists shall include the air barner. Rim oists shall be Insulated. l l FULL WIDTH OF 51LL Fioorframing cavitylnsulation shall be i � Z ' ' /i installed to maintain permanent contact with Q - i' `' the underside of subfloor decking. Z O IL _- (� FOUNDATION WALL Alternatively,floor tram Ing cavity insulation a Floors Including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the top side of 1 Q and floors above garages. edge of insulation. O Ill tL sheathing orcontinuous insulation installed N - CONCRETE SLAB on the underside of floor framing; and J i extending from the bottom to the top of all I I ' W OL erimeterfloorframing members. ++� v STRUCTURAL DESIGN NOTE � Z I Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided < 0- v /i'•'j '� .-r L-__ -.- - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance with the 2020 RGNYS; structural 0- overlapping �-- j overla in joints taped. ermanentl attached to the walls. •_ elements such as engineered wood, steel and ! ,•. / X Ductshafts,utility penetrations,and flue shafts steel/wood composite columns beams headers and Q Q- �/•'\'� '' '' �'!/ Shafts,penetrations opening to exterior or unconditioned space shall be Q sealed. girders that: Batts to be installed in narrow cavities shall 0 Q be cut to fit or narrow cavities shall be filled 1) resist rovit IOadS and Narrow cavities with insulation that on installation readily g y LU (- conforms to the available cavity space. -I U Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O Garage separation IL and conditioned spaces. provisions of the 2020 RGNYS I.L. � NOTE: IT 15 THE INTENT TO PROVIDE FORA Recessed Iightfixtures installed in the building Recessed light fixtures Installed In the Z 43) O CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight N- surface. and IC rated. Were designed In accordance with F- O THERMAL ENVELOPE. TH15 DETAIL SHOWS In exterior walls,batt insulation shall be cut AN51/AWG ND5-2018 With 2018 sU lement. O m TYPICAL METHODS OF AIR-SEALING USING pp -3 VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring Insulation that on installation,readily Structural elements such as walls and fenestration CONFIGURATIONS NOT 5HOWN, SUCH AS conforms i available space,shall extend CANTILEVERS AND 5TAIRWELL5,SHALL BE behind piping and wiring. that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adJacentto showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Showerltub on exterior wall showers and tubs shall separate me wall from the shall be insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. I) resist Wind loads, And The air barrier shall be installed behind electrical Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design p p 9 FIRST FLOOR boxes shall be installed. provisions of the 2020 RGNYS PLAN HVAC supply and return register boots that iz Sl.._ I�!C DT 11.._S HVAC register boots penetrate building thermal envelope shall be sealed to the ate building t covering or envelope penetrated were designed In accordance with ASCE '7-I6 wind I the boot. provisions and acceptable engineering practice. DRAWING NUMBER 50ALE: 5/4" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed In a mannerthat is Concealed sprinklers recommended by the manufacturer. Caulking or where such elements occur in the plans, they are other adhesive sealants shall not be used to fill annotated "ENGINEERED DESIGN." _ voids between fire sprinkler cover plates and walls 1 or ceilings. A A-7 z O v z I'-10 1/2" 7'-4" 2'-51/2" 5'-6" O IL 3'-q 3/4" 14'-2 1/4" 6'-4" 6'-4" 3'-8" 3'-8" 111 W Z N r------------- _ I I _• tV Z r Q I I I I I I I OI O i HAZARD GLA INC [R308.4] O I I (2)-3°50 r------------------------ ---- WALL LINE BELOW I OI 6 �p E 2x8 GJ AT 16" o.c. 4040 PIG - 4040 PIG j - ----------------------------------------- ------------ (2)-1.75 x 11.875 LVL FL HDR r 7-O I/2' (ENGINEERED DESIGN) DOUBLE WALL STUDS -21, 4'-II" _ ----- N BEDROOM 3 Q F2'-2" I 6'-q" 2'-5 1/2" OI m W.I.G. 8-0 G Ht m E W I 2x8 PLATFORM ' " Q 20 of CONT. o IY) c0 7 BATH I in .0 I TO ERV N _I •9 [MI505.4] _J i 4 I (h) m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 2468 v I ;- M BATH 3'-10" LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4'-2 1/2" 8'-0" G Ht 4'-O" - I- 20 cfm CONT. I INSTALL ERV UNIT IN CONDITIONED ATTIC. x Pro I TECHNOLOGIES I TO ERV = _ N MODEL 7705 I --------- DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. 119 ^ I [M1505.41 N Q I ! I z 1 -' PR06RAMMA13LE I m __ _ N I I p i m m S THERMOSTAT SHOWER , I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL Q m I m _--------- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. ---------- 4 8 g g I I =_ _______= 2 6 266" 2 6 i I _ I 36"GUARD[R312.1] - i j STALE AIR TO OUT51DE AND FRESH AIR FROM OUTSIDE: 6" d1o. DUCTS <4` LIN 2468 ® r — —//—� - N �� I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P0-f HVAC EQUIPMENT IN ATTIC - — — — — Imo— — —� IA.G. BETURNI m SMOKE Q G.o. HALL 2g6g 2g6g i N I � � / - DETECTOR G.O. o FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dia. DUCT GAS OR PROPANE FURNACE: LENNOX ELIg6UH070XE3(B SLOPED I x �— — — J STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201848570 CEILING (2)-2x10 (2)-2x10 STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 O �— — —� _-(2)-1.75x11.875 LVL FLUSH HDR _-_ `fl HEATING GAP: 64,000 Btuh;AFUE = qb.l HDR HDR _ 7(ENC -� ro���� _ (3)-1.75x11.875 LVL FLUSH J N ALL DUCTS INSULATED TO R-4.2 cN 2g6g 26 `EERE -___ a-- (ENGINEERED DE516N) Q BEARING WALL INEERED DESIGW INDOOR COIL: LENNOX GH35-30B+TDR I" RIGID INSUL _ cv �- - -� � 1 m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [M1505.4.4J: OUTDOOR UNIT: LENNOX MLI4XCI-036-23OG;AHRI 203374680 ON ATTIC 000LING GAP: 34,800 Btuh;SEER = 15.10 12" x 12" AIR 36GUARD [R312.1] "I i v MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM _ INSTALL IAN MANUFACTURER'S SPECIFICATIONS AGGE55 DOOR Z TRANSFER GRILL m O ,x x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. Oo 2844 N LAUNDRY IN CEILING m wv j 2x10 STUD WALL AT 24" O.G. w m ? I _ HVAC R.A.G. CHASE MASTER BEDROOM q' Ht TRAY GEILING N DRYER EXHAUST DRYS WASHER 0 OPEN TO BELOW i [Q V 0 -4 W N 6'-O I/2" BED o00M 2 v 3 1/2" 3 1/2" dJ /�` 111 r ® O - 101-0" j 2°3° I < r----------- � ((��// 4 m 0°C IX iv i N DOUBLE WALL STUDS O i (V O O> < y N 51042 EYEBROW PIG I [(� N ° < Q v' I � j - -- -- --- ---- 31/2„ N Z Q 2668 12'-5" LO - 12'-5" N I (� !-] Ir Z (2)-1.75 x 11875 LVL HDR __ O (2)-3050 m N I BELOW (ENGINEERED DESIGN) L HALL-LINE------ WALL LINE BELON - - ---- -- -- — ----------------------- --------� I I O I I I I w"'„"t'•R I _ I ,t'' o I , ..rr. b'-4" 13'-O" 101-0" 13'-O" 51_60 ;t 5 471-10" DEL VERED FEB 0 9 2021 SF-GOND FLOOR FLAN 0 A SCALE: 1/4" = 1 ft ° O t o IL IL o � — � ov � T_ O ° � q 50LAR-READY GERTIFIGATE 0 � O < < ° Z This home has STRUCTURAL DESIGN NOTE vQ- Z incorporated features at the time of Initial In accordance with the 2020 RGNY5; structural 4 construction to enable the elements such as engineered wood, steel and a -� 17 installation of solar stcel/wood composite columns, beams, headers and Q OL electric. girders that: �- N The solar-ready roof o 1) resist gravity loads, and v W zone is shown on this aC- 1 O construction plan excerpt 2) are not contained In the prescriptive design O w coijlr and is free of UIT IL� obstructions that would provisions of the 2020 RGNY5 1L f- ° limit placement of solar ANSlHere designed 1n accordance with 17- m /AWG NDS 2018 with 2018 supplement. 0 Plastic conduit for future 5tr uctural elements such as walls and fenestration electric wiring has been that: installed through walls at 0 DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the Installation of whing between the 2) are not contained in the prescriptive p deli n g 2nd FLOOR electric service panel and SOLAR-READY provisions of the 2020 RGNY5 PLAN roof mounted solar ROOF ZONES panels. were designed in accordance with ASCE 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are CONTRACTOR TO AFFIX ABOVE GERTIFIGATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI05.10] annotated "ENGINEERED DESIGN." A - 5 I BNL A BWL B BWL G BWL D I o I I � I ' I BWLI -----!----------------- ---------- --- _-------------- _. z 121-211 21 WROOF BELOWALL LINE BELOW � � tX 2x10 RR AT 16" o.c. 2x10 RR AT I6" o.c. o O - ROOF BELOW u. ` - O �0 N x .' 1 a I m I - ROOF LINE 0 -1 d O 1) i I I - W - - r I 1 , ' I N Q/ ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.87 rl _ ,_ < 71 g 6 R Q 2"(P -- INSTALL VERTICAL SCHEDULE 80 PVC, � I� x 1 CONDUIT THROUGH ALL WALL5 TO ATTIC, WITH Al 6„ o c j _ ;I i � _; I x R - TEMPORARY PLUGS OR GAPS AT EACH TERMINUS <' Q AGGE55 ROOF i 7 ;�I; _. r .- _ Q i, Q : l fi; I m 64 ki ' AGGE55 ROOF 1� N I ` 1.15 x 14 LVL STRUCTURAL R106E ta--1 P05T RIDGE DOWN TO BEARING WALL AT 12'-0" ON-GENTER OR LE55 _ I 2x12 RIDGE s 2x12 RIDGEEXTEND ' DrE 2-p To 2-p If' y BWL 2 ---- ------- --- ---------- - ---- ROOF BELOW I BEARING 1WALL AT i le U I ' :f , = I ALL VAULTED 6'-4" 3-6 E31-611 I A j GEILIN05 T' _ - ° � Q SOLAR-READY ZONE [TIO3.51 ° PROVIDES 36" WIDE ACCESS PATHWAYS I' Q N O .p FROM,EAVE TO RIDGE WHERE SHOWN [R324.61. THE 50LAR-REArrr ZONE SHALL (V Q REMAIN CLEAR OF OBSTRUCTIONS 5UGH A5 ' 0 Q VENTS, ETC. [TI03.47 v� x y S N } ' (TYPICAL-3) 7� Q �� � �-- ` 2x6 RR AT 16" o.c. SGONI7 STOi�Y �l�lL 'LN } . m..l y 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. SCALE: 3/16" = I ft WALL LINE 2x10 RR AT 16 o.c. 2x10 RR AT I6 „ „ PORCH ROOF BELOW i< WALL LINE ROOF LINE N V Z m W z zz TABLE 8802.5.2 RAFTER/CEILING JOIST HEEL m - - -A_V_ o -1 w a,b,e,d,e,g p �-- fir- O JOINT CONNECTIONS Z IL o z z GROUND SNOW LOAD (psf) 0. �' ROOF FLAN RAFTER RAFTER 20f 30 0 > < SPACING Roof span(feet) nn,, O IY SCALE: 1/4 1 ft SLOPE 1� ry O Q BWL E BWL F BWL 6 BWi H �� - (inches) 12 20 28 36 12 20 28 36 z p Q I 22-4 7-8 38-6 L I I mon Required ansa b per heel joint spl cers de I I 12 4 6 8 10 4 6 8 11 _ 3:12 16 5 8 10 13 5 8 11 14 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 4'-10" 1-3'-0;' 4'-4" I 12 3 5 6 8 3 5 6 8 Wind Adjustment Factors-Table R602.18.3{2} {p.187} 4:12 16 4 6 8 10 4 6 8 it b `r Upper 1._ l Up Story 24 5 8 12 15 5 9 12 16 �," R4...�.. . ' .:• r, BwL3 - --------------- - - -- -- -=--1i -- ------------------------ _ -------- Numl}ered Lettered 12 3 4 5 6 3 4 5 7 �f�` f' °.�, ' •+aJ •t I 5.12 16 3 5 6 8 3 5 --I DRAWING Cryr'r ' Wall Lines Wall Lines Comment 7 9 �- + 1 j 24 4 7 9 12 4 7 10 13 I I I p Category 1.00 1.00 Exposure B' 2-Sty Ex osure Cate o Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only 12 3 4 4 5 3 3 4 5 m ! - Wall Height 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 5 6 '� . Number of Braced Wall Lines 1.00 1.45 2; 4 24 3 5 7 9 3 5 7 9 _I - -- ��- - - --- I - -- --I I (� 12 3 3 4 4 3 3 3 4 Additional 800 Ib Hold Down 1.00 1.00 N/A -_I Gypsum Board Fastening 1.00 1.00 N/A �E�'l: ED FEB Q 9 2021 I 9:12 16 3 4 4 5 3 3 4 5 Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 12 3 3 3 3 3 3 3 3 I 12:12 16 3 3 4 4 3 3 3 4 Braced Wall 140 mph Total Bracing 24 3 4 4 5 3 3 4 6 O � I ' Braced Wall Bracing Wind Factor O Line Spacing Required Required Length Status O For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per O Ili ' � �. ,I `�., I % I Line Method Total f Br g Provided j r _ p { _ - - 16d - -- - - 2 CS-WSP 0 a hall b permitted to b substituted or 1 WSP 27 08 7 27 0 8$2 6 41 17 G7 OK foot 0 0479 kPa. p O � square a II 40d box nails s e e s s ' d f m 27.0$ 6.42 .8$2 5.G6 24.33 OK common nails. p '1 A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailingrequirements shall be permitted to be reduced 25 O B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. O Y % O C GB 12.96 6.83 1.279 8.73 26.08 OK C. Heel joint connections are not required where the ridge is O U 1 ti F 1 c I D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported b a load-bearingwall header or ridge beam. d. Where intermediate support of the rafter is provided by - O � z _ vertical struts or purlins to a load-bearing wall,the < Q L� m ' } tabulated heel joint connection requirements shall be � O u� { ? J Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N Y QC r tL I w = Lower Story span. Z w� a o. " I Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist - to ceiling joist lap splices. v 2=6" ( Wall Lines Wall Lines Wall Lines Comment f. Applies to roof live load of 20 psfor less. �- < < �- BWL 4 N --------------------- - - - - - ------------ ------ - ----------------- --- Exposure Category 1.00 1.00 1.00 Exposure B _ y Tabulated heel joint connection requirements assume 7'-4" =, ; _ Roof Eave-to-Ridge Height 0.98 1.00 0.99 9'-8"; 10'-0"; 9'-8" that ceilin 'oists or rafter ties are located at the bottom d �T 1 ceiling F- I 41-1011 -0 4-I o I I t ' W al I Height 0.98 0.98 0.95 9'-8"; 9'-8"; 9'-0" of the attic space. Where ceiling joists or rafter ties are N - � 7-6 Number of Braced Wall Lines 1.00 1.00 1.30 2: 2-GAR; 3-DWEL located higher in the attic,heel joint connection v-1 In - I Additional 800 Ib Hold Down 1.00 1.00 1.00 N/A requirements shall be increased by the following factors: J lu O - ----- - - --- -- -- - I Gypsum Board Fastening 1.00 1.00 1.00 N/A O W H /H Heel Joint Connection Adjustment Factor IL Wind Factor Total 0.960 GARAGE DWELLING HC/HR � �' O 1/3 1.5 = 1/4 1.33 p m Braced Wall 140 mph Total Bracing 1/5 1.25 '� Braced Wall Bracing Wind Factor 1/6 1.2J . F I RST STOR"'r BAL PLAN Line Method Line Spacing Required Total Required Length Status fI Bracingft BracingProvided ft 1/10 or less 1.11 SCALE: 3/16" = I ft { } { ` { � DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.50 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING 4 F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK A I ROOF1---------------------------------------------------------------------------------------------------------------------------i 2x EXTERIOR WALL I Im O I} i v I — — — — R-30 BATT INSULATION Q STUD TO FLOOR JOIST 0 I SIMP50N COIL STRAP Ily -------------------------4---I•------------------------------------------�-4---------------------------------------------------------------f-------------------------------------------------------i (4)-8d NAILS AT EACH END O tL CEILING LAUNDRY 1 I I FAMILY BATH �- I - - - - - - - - MASTER BATH I I 2x 50LID BLOCK AIR-SEAL BETWEEN FJ 0 _ _ _ - -- - - - - - I 2x RIM BOARD lu }1 } I }1 I } I } I } I } I } I ' o a I �' I �' I � I = I I � GANTILEVERED FLOOR JOIST fl - _ - 1 - � - - - - - WG - T T-T Q� a I I WASHER I i I I LAV. I I I LAV. I LAV. I I I (V X TUB I I I TUB 05B d VINYL SOFFIT p 1� (V SHOWER I FLOOR JOIST TO WALL: 2nd FLOOR I I I -I j 2x EXTERIOR WALL 5IMP50N H2,(5)-8d NAILS TO FJ d (5)-8d NAILS TO STUD - ------------------------------------------------------a ALTERNATE WHERE FJ/STUD M15ALIGNS: -------------- 2 W -- I--- ------- 2: H :I--- 3-: w-------- x-1/2' le-47 I-- r----------- 1-1/2' y,�--- 1-1/2" w 2" w --- 3 1-- 2� w ---�- i All+ FLOOR J015T TO PLATES: G.O. 2 G.O. 2 I I 3" W I I G.O. 2" W 3 H I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES I PLATES TO STUD: ------------------------- --------------------------------------------------------- - ------------------------------------------------------ 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD z-- - - - - - _ _ I 2x ROOF RAFTERS AT 16" O.G. GEILING - - - - - - - - KITCHEN - - - - - - - - - - POWDER- - BATH ) - - - - _ I U5E &ALV. HURRICANE TIE BETWEEN — >1 >1 >1 }T } I EVERY RAFTER AND THE ROOF BEAM ? NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE RIOI.i UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code- - Iq NYC�� TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES 0010 and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 11, if R105.2 BUILDING PERMITS A building permit shall be issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RCNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hazords.atr-ounc.1l.org FOR THE PROJECT LOCATION: until project completion. Speed Topographic Special wind Windborne HAZARDS p 9 � LOAD (mph) CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00510 W '72.566✓° THI5 NEW RESIDENTIAL STRUCTURE UTILIZES R1060 DESIGN PROFESSIONAL+ A Certificate of Authorization is Z ( p ) effects region debris zone p WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIC6URE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amoro O 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide V professional engineering 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, 8301.2(3)1 AFFIX THI5 516N IN ACCORDANCE WITH supervision nor Inspection,and therefore Is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXF05URE CATEGORY: EXPOSURE B TITLE IQ NYGRR PART 1265. for work performance of the builder. The builder shall D Elevation Latitude i tem temperature coolin difference , Immediately notify Designer, in writing, If there Is any w heating cooling factor p g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT ant discre between discrepancy found be ten field conditions and plan 70 ft 41' North 15° 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. to MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof 83012.1 WIND DESIGN: In accordance with Figure R3o12 B wind - Winter Summer g (5) Cooling temperature Windtingvelocity Wind velocity Coincident Daily range - span, 140 mph, pitch greater than 5:12) [TABLE 8802.111 design is not required. This building is designed In W O difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pIP accordance with the wind provisions of the 2020 RGNY5. F- 1 0°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 If g 8301.2.12 PROTECTION OF OPENINGS, This building In not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. tV OF ALL BRACED WALL PANELS [8602.3.5]. R30i2.4 FLOODPLAIN: This building Is not located In a flood # r t1 hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: lU[y at�-1 Attics without storage 10 psf,Attics with Storage 20 psf, O Balconies t dms decks 40 psf, Rooother 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 R301b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING° OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to OF FASTENER OF FASTENER ' THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on i �� 1 „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2/2 x 0.113 ),or 4-8d box(2 x 0.113 ),or 9 3-8d common(21/2 x 0.131 ) 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 �� �� �°T Toe nail 21 Joist to sell,top plate or girder 1 '� �� � Toe nail 3-I0d box(3"x 0.128");or 3-1Od box(3"x 0.128");or Staple 15 ga. 1 4 4 g R302.1 FIRE-RE515TANT 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 lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2 Y2"x 0.113"); or 8d box(2Y2"x 0.113") 4" o.c.toe nail Staple 16 ga. I 3/ 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 y"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131")• or 0.113 Nail 2 3 6 WALLS AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate Per�oist,toe nail 22 roof a hcations also �_ __ i9 s Staple I S and 16 a 2 having a FSI = 15 (req'd max. 200) and o SDI = 0 (req'd max. 3-10d box(3"x 0.128");or ( PP ) l Od box(3 x 0.128 ), or 6 o.c.toenail /2 and/ p g 4 8 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131" nails 0.097-0.099 Nail% 4 8 • :: _: 1 =_ __ Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-IOd box(3 x 0.128 ), or 3-8d box(2/ x 0.113 ), or P g 4 8 INSULATION: Exposed Insulation that Is not Installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %2" x 0.162");or Face nail 2-8d common(2%"x 0.131");or Zs s Staple 15 ga. 14 3 6 concealed spaces having substantial contact with cavity 8802.5.1 9 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-lOd box(3"x 0.128") or Face nail /2 and/ 1 surfaces shall have a F51 s 25 and a SDI s 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 ga. 2 4 g Ceiling joist attached to parallel rafter(heel joint) 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%" 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 2-16d common 3 /2 subfloor to joist or girder 1 „ x Blind and face nail 0 0.162) .113 Nail i 3 b where otherwise specified by the 2020 ROWS. ( 3-16d box 3%2"x 0.135" • or 1 Staple 15 a.2 4 4 8 8302.12 DRAFTSTOPPING: Not needed for this project. • 4-lOd box (3"x 0.128"); or 25 2"planks(plank&beam-floor&roof) ( 1 „ )' At each bearing, face nail p g ` 5 Collar tie to rafter,face nail or 1 %4"x 20 ga. ridge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 2-1 6d common(3/ x 0.162 1 to rafter �� } 0.097-0.099 Nail/ 4 e 8 project under Exception 4. 4-3 x 0.131 ) 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this 3-16d common(3 y x 0.162"); or SPACING O FASTENERS 4-10d box(3"x 0.128"); or DESCRIPTION a'b OF FASTENER AND LENGTH NOMINAL MATERIAL 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed d luminaires shall be IG-rated I/A/W N1102.4.5 with separation , 3-16d box(3%"x 0.135"); or 26 Band or rim joist to joist „ End nail THICKNESS Edges Body of anel P V „ 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or (inches) g Y p from Insulation per listing. 6 Rafter or roof truss to plate 3-1 Od common(3 x 0.148 ),or (inches) p g - nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown ) (inches) (inches) 4-1Od box(3"x 0.128");or or truss' I 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nailsNail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard t-fiber-cementh other approved safety glazing material shall be installed inOL 1' , O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; J-L_I m W at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. w 4-16d box(3%"x 0.135");or � i 3-1 Od common(3"x 0.148");or Toe nail I Od box(3"x 0.128"); or 24" o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30q.1 GARAGEz FLOOR SURFACE: Garage floor shall be 5-Inch Z Q dJ 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 pa - - -I O z w Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers r� 7 And: Staple 18 ga., %long,Y4 crown entry doorway. Q V ` 111: } � O� to minimum 2"ridge beam „ , 2-20d common(4"x 0.192");or I (finished flooring other than tile) 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENING5: It Is the p� Z !� O z 4 L z 3-16d box(3 X x 0.135 ), or Face nail at ends and at each splice / builder's responsibility to verify that window units supplied by Q iv O w 2-16d common (3Y2"x 0.162")• or 3-1 Od 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 CL �" Q/ O O End nail 3-3"x 0.131"nails (galvanized or stainless steel roofing nails for the finish 8 8 emergency escape and rescue openings where required. n, Q O {X 3-lOd box(3 x 0.128 ),or (g ) g ( ) VV x- m (X < 3-3"x 0.131" nails 4-16d box(3/2"x 0.135") or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8311.7 5TAI8WAYS: Interior stairways shall be pre-assembled O O V g g wood units. The maximum riser height shall be 6-1/4 Inches and � � ry O � < Wall 3-16d common 3 4"x 0.162" or (for tile finish) the minimum tread depth shall be q Inches,plus nosing where 13 Ll 28 Ledger strip supporting joists or rafters ( }� At each joist or rafter,face nail Q 16d common(3 %"x 0.162") 24" o.c. face nail 4-10d box(3"x 0.128"); or Plywood required. Provide hondrolls per Gode. 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or „ 4-3"x 0.131"nails 1 1/ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above 16 o.c. face nail 3 6 rade, and steps loading thereto shall have guards that X 3"x 0.131"nails 2-10d box 3"x 0.128" • or 2-8d common 1 s 12%ga. (0.099")shank diameter c p g g and/6 conform to Code. 29 Bridging or blocking to joist 2%"x 0.131" ;or 2-3"x 0.131"nails Each end,toe nail � s 16d box(3%"x 0.135");or ( } Staple 18 ga., /,/6 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c.face nail SPACING OF FASTENERS 8312.2 WINDOW FALL PROTECTION: Windows with sills less than 9 corners(at braced wall panels) 3"x 0.131" nails 11 s is 1 1 4 ring or screw shank nail-minimum a 24" above finished floor and greater than '72" above grade 16d common(3%"x 0.162") 16"o.c.face nail /2, /a, /2 and/ 1 6 8 shall be protected per Code. TEM 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 OF BUILDING ELEMENTS TYPE OF FASTENER",b'e Edges b supports" 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,,..,..R.... (inches) smoke alarms,carbon monoxide alarms,and heat detection -�"}4' 10 Built-up header(2"to 2"header with y" spacer) 12"o.c. each edge face nail (inches) 19 % 2%2 and 4 12%ga. (0,099")shank diameter 3 b ,x4 r. r '` •``^';r.. 16d box(3%2" x 0.135") g /2, s, alarms shall be Installed at all locations shown on the pians. �*•,,,,;� ' Y2"" "); Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations �,.•"< t. C: �,' t 0� 5-8d box 2/2 x 0.113 or P > ( ), fes:meg' ,�•,� 11 Continuous header to stud 4-8d common(21/2" x 0.131");or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] Hardboardr specified on the plans. a;c,; y /; / 4-1Od box(3"x 0.128") 6d common(2"x 0.113")nail f 1 %2 long ring-grooved underlayment nail 6 6 831-1 WOOD DECAY PROTECTION: Lumber specified in the plans 1 „ „ " 30 �" -�2" 1 6 12 a5 pressure preservative- treated (PIT)shall be in p 16d common 3 y x 0.162 16 o.c.face nail (subfloor,wall) 0.200 4dtement-coated sinker nail 6 6 p p I Od box 3 x 0.128 or 31 /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 4� { s• _ - r: accordance with AWPA UI for the intended use and location. s.• fit:. k.. 12 Top plate to top plate :: ,: � :: ( ) 12 o.c.face nail 6 12 steel,silicon bronze, copper or 1/2 diameter or eater f4 tie rrK• !� 3"x 0.131"nails 1Od common(3 )0.148 )nail or Particleboard 1 4d ring-grooved underlayment nail 3 6z'f 1 ,: _ 1 =: " :: steel bolts. t: .i 32 1 / 1 / 8d 2%"x 0.131" deformed Hall R401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on Other wall sheathings Staple 18 ga. %long %6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2000 � � �V �� FEB O L�Z� 8-16d common(3Y2" x 0.162");or / ' __ _� • , diameter,ln 1 crown staple il,l b 'a., 1 / ion 1 cla e rav4 6P- r SP-sandandeavael l;&M aring valve Face nal on each side of en joint this 12-16d box 31/2"x 0.135" ;or :: galvanized roofing nail /6 head s 6d ring-grooved underla underlayment nail 6 10 Include GW d 6P-grovel and sand gravel;GM � GG-silt and 13 Double top plate splice ( ) (minimum 24 lap splice length 33 y structural cellulosic fiberboard sheathing 1 „ 3 6 / 9 y g y 12 l Od box(3 x 0.128 ),org g Staple 16 ga., 1 /long, /crown 3 6y g y ,SM Q 50-911ty each side of endpoint) and clayey sand. Unsuitable subsoil material encountered Q 12-3"x 0.131"nails 1 %4" galvanized roofing nail, %6" head 1 s 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ -I t- 34 2 32" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 1/4" long 3 b �' Staple 16 ga., 1 4 long,g crown 3 6 with Y4" crushed stone to a minimum depth of 8 Inches or AOBE. O O �O Bottom late to rim joist band joist or 1 �( �) 35 y gypsum sheathing :: g, 1 == Type 7 7 For SI: 1 inch=25.4 mm. walls and other vertical concrete aexposed walls,,exterior 6 `t, 16d common 31/2 x 0.162 16 o.c.face nail d 1 1/2 galvanized roofing nail; staple galvanized 8402.2 CONCRETE: 1 1/2 lon • 1 / screws, e W or S '9' the 1 14 g( joist, ) p' ) ) 16d box 3�/2 x 0.135 , or 12"o.c. face nail weather shall be air entrained stone concrete with a minimum � blocking not at braced wall panels) ( ) s compressive strength of f'a=3,00o psi at 28 days. Porches, IL p- 3 x 0.131 nails s �� d 1 / galvanized roofing nail; staple galvanized, P 9 p y - 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 3-16d box 3%"x 0.135" ;or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P p floor slabs shall be air entrained stone concrete with a O Bottom plate to joist,rim joist,band joist or ( ) b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c.=3,500 psi at 28 days. 0 15 2-16d common(2%2"x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing 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. dl O 0 m blocking(at braced wall panel) 4-3"x 0.131" nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail; or R403.1.4.1 FROST PROTECTION= Exterior footings and foundations O F- �p 37 4" and less 1 „ Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. - 6 12 p p pp systems shall extend below the frost line, 1.e.,to a minimum �,[ t- 8d common(2Y2"x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. 00 v _ 4-8d box(21/2"x 0.113");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. 3-16d box(3%"x 0.135");or 38 %" - 1" 6 12 8404.1.'7 BACKFILL: Backfill shall not be placed against Toe nail 8d deformed(21/2"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace to 4-8d common(2%"x 0.131");or y • p � � - g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. Z Q w '� 4-10d box(3"x 0.128");or f, 1O common(3"x 0.148")nail; or O 4-3"x 0.131"nails 39 1%" - 1 74" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using � O Q - 8ddeformed(2/ x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N u lL 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 < < 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 10^6. � WQ- 7 Z 2-16d common 3 %2"x 0.162" ;or End nail -�- U 3-10d box(3"x 0.128");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall � < p- 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 be Douglas fir-larch No. 2 or better. Studs shall be a minimum �- 0- UIREMENTS FOR WOOD STRUCTURAL PANEL No. 3 standard or stud grade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) RE Q X � < - 3-I0d 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,e " t� ( )• WALL SHEATHING USED TO RESIST WIND PRESSURES R7o2.3 GYPSUM BOARD= All Interior walls to be covered with 1� 17 Top plates,laps at corners and intersections 2-16d common(3%"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise 3-3"x 0.131"nails noted on plans. 100 ULTIMATE DESGN - b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM v � MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED R-103.3 SIDING: Exterior wall covering shall be vinyl siding tested aL to 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 uic g y g � STRUCTURAL WALL STUD SPACING the manufacturer for use in high-wind re ions and Installed -a u- 2-8d common(2Y2"x 0.131"};or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) � g O w Q PANEL SPAN SPACING with fasteners In strict accordance with the manufacturer's 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 hi h-wind regions. Use stainless steel nails for IL z O ( ), Penetration RATING (inches) Edges Field Wind exposure ca>Lgory dg g F. 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 2 staples 1 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 O I =: _= bd Common 1.5 24/0 / 16 6 12 140 115 110 9 O m 3-8d box(2/2 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 Rbo2.l WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(21/2" x 0.131"); or Face nail less than 140 mph. (2.0"x 0.113") Dougfor las fir-larch No r2 or bbeoof tte and telling joists shall be 19 1 x 6 sheathing to each bearing 2-1 Od box 3"x 0.128" ;or sum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard ( ) g. Gyp g 8d Common � 16 6 12 170 140 135 2 staples, 1"crown 16 a., 1 4" long sheathing shall conform to ASTM C 208. 2.5"x 0.131" 1.75 24/16 /6 Rao6 ROOF VENTILATION: Soffit vents shall be provided with a P , , g g g ( ) 24 6 12 140 115 110 p h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(ro of the area of the DATE: FEBRUARY 2021 3-8d box 2%2"x 0.113" vented space within the soffit. Attic is unvented. ( ); or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p 3-8d common(21/2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. R"105.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall pP Y g q g g g p g p � I � 9 PP 3-1 Od box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance w► A5TM D-11;58 Glass G 3 staples, 1"crown, 16 ga., 1 %" 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 H,or ASTM 0-3161 Glass F,and shall be fastened In NOTES g p p pp p Y p Y g p accordance with the manufacturers Instructions to, achieve 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 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 p g Y g saltwater. 4-8d box(2%"x 0.113"); or Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%2"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RI006.2 AIR SUPPLY: All combustion air for factory-Ibullt 3-I0d 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. A == a THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Yz")at Load bearing or braced/shaar wall m above(must stack over wall below) Load bearing or braced/shear wall above Y2")„ Plate nail, 16d 0.135 x 31h") 12"on-center 9 Plate nail, ent(0.135"x 3/ ) ( When sheathing thickness exceeds 8", 2x stud wall at Floor panel nail- 113 king panel: 1%"TJ®Rim Board, 1 (must stack over wall below when present) u ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center _ 1 ® ® No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/")at 6'on-center Ya' TimberStrand LSL or TJI joist. , Blocking panel: Web Stiffener wall above Min.distance from Table A Min.distance from Table B 1/"hole may be cut Q IV'TJ®Rim Board,11/4" required on both Plate nail-16d(0.135"x 3Y') Blocking panel: anywhere in web out- q * Web stiffeners required on 2x4 minimum Web stiffeners g p DO NOT ~ o at 16"on-center ® side of hatched zone TimberStrand" LSL or sides at A2W ONLY both sides at A3.4W ONLY 1Ye"TJ Rim Board, TJI®joist Floor panel nail- Sheathing squash blocks required each side cut or notch flange. 8d(0.131"x 2Yz")at 6"on-center" boundary nails, at B3W ONLY 1Y4"TimberStrand® LSL 8d(0.131"x 2Yz")a 1/4"TimberStrand® or TJI®joist Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Ys Web stiffeners 6" O `• O 6^ Q 1 required on both nail each side at A3._W 61 61 W sides of both joist 6" L, 2 x D, D, Close/ grouped round L 2 x L D V ' Toe nail-10d(0.131 ; 1 Y 9 p z z z 6" 6" Toe nail, Toe nail, 1Ys"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No fleld cut Do not cut O • ( x 3")at 6' on-center 10d(0.131"x 3' 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds%", 12 Web stiffeners required DO NOT holes/n (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center y) min. End of joists at hatched meets requirements for hatched + - IL IP TimberStrand® LSL. trim sheathing tongue 3 " on both sides at B1 W cut holes!n cantilever except knockouts) q than 1/z In TJI®ri r joist at rim board For nm board thicker than 1/a centerline zonas round or square holes. zones cantilever and B2W ONLY reinforcement. q (� Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support LU required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp �j * 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 be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Q 0) Al Al W A2 A2W A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-sae detail B1 B3 63W B4 e z = O O rim joist per A3 detail. P below-see detail B1 JOIST TJI• A3.4* ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *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 Nj DEPTH 2•• 3^ a•• 5^ 6Y'" 7•• a'/," It" 13•' 2•' 3" a•' 5" 6Y" 7- B7/•' 11" 13•• � O O Nail through 2x cantilever,wood backer and O O O Details and Installation in Weyerhaeuser Installation Guide 110 r-o° r-s~ r-o" 3'-0" 5'-0^ r-o^ r-s^ 2'-s^ 3'-s" a'-s^ (V 1%"TJ®Rim Board or 11/a"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") Q 1 Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. g ,^ z10 r-o" r-s" r-s" 3'-0" 5'-s° r.o^ r-o" z'-s" a'-o° s'-o^ �y- 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. 932 230 1'-s" 2'-0" 2'-6" 3'-6" 5'-s" 1'-0" 2'-0" T-0" 4'-6" s'-0" (� Q -- top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3 )nails with 3�"TJI® iso ,'-s" z•-0" T-0" a'-0" 6'-0" 1'.s" 2'-s^ T-s" F-0" s'-6" C4 with connections equivalent to floor panel joist flange widths. 560 r-6" 2-6" T-s" 5'-0" 7'-0" z•.o" T-0" 4'-0" s-6^ s'-0" 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" '- •, -6" 1'-0" 1'-s" 2'-0" 2'-6" 4'•6" 5'-0" 6'-0" # 1 -- 6'-0"length of TJI joist 8"diameter maximum hole for 11/"- 1Y"TJ®Rim Board 1Ya"TimberStrand® schedule. z,o r-o^ ,'-s" z'-o^ 2'-0^ 3'-0^ 3'-s^ s'-o^ r-o~ r-s~ r-s^ 3'-0" s•-a' s'-s" s'-s^ _ reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to 4'-0"length of 8"diameter maximum hole for 11%a"- block.Use 4'-0"length maximum for blocking panels 9Yz"deep joist 11'/^ 230 1'-0~ 1'-s" 2'-0" z'-s" 3'-0^ 3'-s" s'-s" 1'-0" z'-o" 2'-6" 3'-s^ s'-s" s•-6" 7'-0" � ^ 3 „ 1 „ 7 „ one each at top and bottom flange. with one 8d(0.131"x 2%") 360 1'-6" 2'-0" 3'.0" T-6" 4'-6" S-0" T-0' 1'-6" 2'-6" T-s'• 4'-6" 6'-6" 6'-6" T-6- 8" reinforcement on 16"deep blocking panels;6"diameter with 9/2 and 11/ TJI® or shorter than 12"long. F1 applies to 5so 1'-s" 2•-6" 3'-0" a'-o" 5'-s" s'-o" a'-o" 2'-s" 3'-s~ a'-s" s'-6^ 7•-0" 7'-s'• a'-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 9Yz" 1 g 110 1'-0" r-0" 1'-0" 1'-0" r-6" z'-o" T-0" 6-6" r-0" r-0" r-6" 2'-0" T-6" 4'.0" 6'.0" 8'-0" Web stiffeners / 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131' x 2Y2°) Horizontal blocking I uniformly 210 1'-0" 1-o" ,'-o" 1'6" z'-o" z'6" 3'-s" s'-o" 1'-0" 1'-0" 2'-0" 2'-6" a'-o" a'-s" 6-6" e'-s" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ya"TJ®Rim Board 1Y4^ nail at each corner panels between each loaded joists 1a^ 230 r-0" r-0" r-0" r-6" z'-6" z'-s" 4'-0" T-0" r-o" r-0" r-o" 3'-0" 4'.0" s'-o" 7'-0" 9'.0" sides at E1 W ONLY panels 9/Z'deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with " only. iso r-o" r-o° 1'-6" z'-6^ T-6" a'.o" s'-s" s'-o° 1'-0" r-s° r-s° a'-o" s-o" 6'-6" e'-0" 9'-s" 12"long. 10d(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood A �d` 560 r-0" r-0^ 2-0" 3'-0" 4'-6" s'-0" s'-s° s'-o" r-6" 3'-0" 4•-0~ 6-0" T-o" T-6" 9-0" 10'-o" Y,6" Do not cut flanges. IV'TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer a 4- \�`P 210 1 1'-0° 1'-0" 1'-0" r-o^ r 6 z'-s" 3'-s" 6'-0" 1'-0" r-0" r-0" z'-o" T-0" T-6" F-6" s'-o^ 11'-0" O TimberStrand® LSL. Nail with one side at E5, 12"length of 3/" , &\\ ec ca�ti��oadso 1s^ 360 1'-0" T-0" 1'-0" 1'o" 2-6" 2.6" 4'-6" 6'-6" 9'-0" 1•-0" 1'-0" 1.6" T-0" 5'.0" 5'-6" 9-0' 10'-o" 1 ° ' 10d(0.131"x 3")nails,one � Attach reinforcement to both sides at E6 a X12 •��e� oc� / reinforcement on one side < 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" F-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-s" 6'-6" T-0" 10'-0^ 11'-0^ 12'-0" each at top and bottom flange. : joist web with 3 rows Full depth vertical 2n �r t;�'` blocking between at ET both sides at E8 F1 ° �e�g `� 10d(0.148' x 3")nails at 6" 9 a^ 5^ s' r a^ 10" 12" 15' 1r' a^ 5^ s' r s' 10~ 12' 15^ 17^ Attach reinforcement " On-center,clinched.Use 2 each joist 19" iso 1'-0" 1'-o" 1'-0" 1'0° Z'-0" 4'-0" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum to joist flange with rL cc` rows with 91 "and 117 " E7 E8 Less than 5" 560 1'•0" 1'-0" 1'-0" 1'-0" 2'•0" 4'-6" T-0" 11'-0" 2'-0" T-6" 5'-0" 6-6" 8'-0" 11•-0" 12'-0" 14'-6" /z /a Less than 5" squash blocks p" 8d(0.131"x 2Yz")nails at 6'" ad`s TJ I'D iso r-o° r-o° r-o^ r-o" r-o" r-o" a'-o° T-o" 1o'-s^ r-o" 1-0° r-s^ 3'-0^ a'-s" s'-o° 1r-6° 1a'-o° 1s-6" ® O O Gap*: WEB STIFFENER ATTACHMENT 20` 5so r-o° r-o" r-°" r-o° 1'-0~ z-o^ a'-s" s-o' ,1'-s° r-o" r-s^ 1Y8"TJ Rim Board or on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to 1Y"TimberStrand® LSL. Face grain �a'� both sides,stagger nails. �y"minimum transfer load around TJI5 joist Nail with erS(0.131"x L. horizontal E4 Not for use with 3Y2"TWO joist flange widths 1„ 23/4"maximum Table B - Intermediate or Cantilever Support E1 E11V E2 E3 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su nails,one each at top and (1Yz"for TJI® Nailing: pport bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJ It joist blocking with end Web stiffener both sides. DEPTH EXTERIOR DECK ATTACHMENT Apply subf/oor 1 9 z' 3' 4" 5" 6Yz" 7" 8%" 11" 13" 2" 3" 4" s" 6y" 7" 8'/" 11" 13" adhesive to all blocks installed at Y3 joist-span See sizes below. With point load from above,and no support 110 2'-0" 2'-e" T-s" 4•-6" T-6" r-6" r-s" 3'-6^ 5-6" s'-6" Flush bearing plate required. Structural exterior sheathinglocations usingP pp 1 „ contact surfaces below,install web stiffener tight to top flange 9 .. 210 2'-0" 2'-6" 3'-6" 5'-°^ B'•0" 2'-0" T-0" 4'-0" 6'-6" -L-6- Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang Flashing two 8d(0.113"x 2y") Tight fit* (gap at bottom flange) 230 2'-6" T-0" 4'-0•' S'-6" 8'-6" z'-o" 3'-6" 4'-6" 6'•6" T-6- be a minimum of 60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. 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'-8" B'-0" ofjoistdepth n Nailing Requirements nails when possible. flange with face mount hangers). spa 2%"screws, Depth Minimum Web g q 56o 3'6" s'-o" s-o" 7'-6~ ,o'-o" a'-o" 5'-6" s'-s" e'-o" 9-4- Treated Clinch nails when possible. , ger 1'3�o�sti cc`a� typical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 r-0" r-0" r-6" 7•6" 4'-0" 4%6" 8'-6" r-o" r.6" r-6" 4-0" T-0" T- " 9'-6" End Intermediate 210 1'.0" 1'-0" 2'-0" 3'-0" 4'-6" -0" 9'-0" 1'-0" z'-0" T-0" 4'-6" 8-0" 8'-0" 10-0" -4 See fastener ® $ 110 All 5/e"x 25/6"(1) 11%,, 230 1'-0" 2,_0• 2'-6" T-6" 5'-0" 5'-6" 10,_0„ 1'-0" 2'-6" 3'•6" F-0" 6'-6" 9'-0" 10'_6•• 1Y"TJ Rim Board or 1Y4" 360 2-0" T-0~ 4'-0" 5'•6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" table below.Maintain 210 All 3/"x 25/6"I') 8d Top mount 2"distance(minimum)from TimberStrand® LSL. 230&360 All 7/"x 25/6""' (0.113"x 2Y2") 3 3 110 1'-0" 1'-0" a-0" a-0" 2'-0~ z-6" 1a'-6" 8'-6" 1-o" 4'-0" 6.0" 2'-6" 15-0" 16.4, 19.0" 12'-0" hanger edge of ledger to fastener. Option#2: 1 2X_strapping installed at/ 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'•6" 9'-6" 1'-0" 1'-0" 2'-0" 3'•6^ s'-0" 7'.0" 10'-0^ ,3'-0" ` Face mount Backer block joist-span locations using two 2 560 All 2x412' 1 14" 230 r-o" r-o" r-0" 2'-0" T-6" 4'-0" 6'-0" 10-6" r-0" r-0" z'-6" 4'-0" 6'-6" T.6" 11-o" 13-6" both sides of web Allowable Load(Ibs (0.135'"x 3X2") 360 1'-0" 1'-0" 2'-0" T-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 Fastener 1Y4"TimberStran- 1 •• R /z screws per joist,typical with single TJI®joist 1/a TJO Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-s" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" 7'-0" 10'-0" 11'-0^ 13'-6" 15--0- with rim board 16d Option#3: 560D 20" 2x4'2' 5 5 210 ,'-o" r r-o" 10'•0^ 1-0" 1 no" 1-s" a'-s^ s-6° 10'-o" 12'-6" 16.0" Web stiffeners required if sides of Yz"lag bolt 610 460 Direct/ applied ceiling 22"13 (0.135"x 3 z") 6 11 230 ,-o" r-o^ 1-0" r-o~ r-s^ z-o" a-o" 6-s^ ,r-o" ,-o^ r-0" 1-0" z-s" s-o° 6-0" ,o-s° ,s-s" 1s-s" With top mount hangers,backer block required only Y pp 9 16" H 1 hanger do not laterally support at HZ H3 24.1' 6 13 iso 1-0" ,'-0" 1•-0" 1'-0" 3'-0" 4'-0" 6'-6" 10.0^ 13'-6^ 1'-0" 1'-0" 2'-0•' 4'-0" T-6" 8'•6" 13'-0" 14'-6" 17'-0" O 3 ®. O for downward loads exceeding 250 lbs or for uplift O • Corrosion-resistant fasteners required for wet-service applications. (east/"of TJI Joist top Flange LA When specified on the layout, one of W 5so r-o^ 1'-0" i,-o,, ,'-o" z'-6" 3'-s" r-o" 1r-o~ ,5'-0° r-o^ r-o" 3'-s" 5'-s" s'-o" 10'-0" ,a'-s° ,s'-o" ,e'-o^ P61 1 PSI or PS2 sheathing, g conditions.For nailing requirements see page 5,TJ- ( ) g,face ram vertical the bracing options above is required 2 Construction f 4" 5" 6" 7" 6" 10" tz•' 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners areealwaesre required for 22"and 24"TJI®560D Joists iso 1'-0" ,'-o^ 1'-0" 1'-s" 3'-0" s•-o" 9'•0" 15'-0" 1-o' ,'-s' a' 9'-0" 1a'-s" 16'-6" 19'-s" _ Roof Framing, TJ-9001. q 16" 560 ,'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-s" 11'-6" 16'-6" 18'-0" 20•-0" nn BEAM DETAILS FASTENING of FLOOR PANELS iso ,'-o" ,' 1'-0" 3'-0" s'-o" ,1' ,s' 1'-C1'-6^ 4'-tr' 7'-0" l�- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20^ 560 1'-0" 1'-0•' 1•-0" T-0" T-0" 1'-6" F-6-112%0" 16'-0" r-o" r-o' T-0" ll 8'-6" 14'-0" 17'-6' 19'-6" )- TJI®(1)(zl Rim Board 1�• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurementoflongest side. ILI tJL Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® 1 / + • Leave YB"of web minimum at to and bottom of hole. DO NOT cut joist flanges. W m Q Y"TJ Ri 1Y4" 9/z"or 9/z"or 14"or 9/"or 14"or 18"orUJI BEARING FOR DOOR BEAM TO BEAM BEARING AT and 230 560 Board TimberStrands LSL or wider LVL PSL Depth r 14" 1 117/„ 14"" 18"" (minimum) p ) g Z I 11J Z Z Z '� Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11%., lila'• 16" 11/•• 16" 20" 16" 20" • Tables are based on uniform load tables in current design literature. � �� O �W 8d(0.113"x 2Yz"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+%" 2x6+Yz' 2x8+y" 2x12+)z" Two Two Two 1%"TJ(9)Rim Board or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used In residential applications,one maximum size round hole maybe located -_ 10d(0.148"x 3"),12d(0.148"x 3Y4") 6" 4" 4" 4" 4- (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 z W 1Y4"TimberStrand® LSL Or is not continuous Over s at the center of the joist span provided that no other holes occur in the Joist. 0 v J" Q r- Q z Cantilever 2x6 2x10 2x6+%" 2x10+%" 2x6+Yz' 2x10+%" ll1 I blockingfor lateral support header 16d(0.162"x 3Yz") 6" 6" 8" 6" Not Q PP 3 4 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z LH - z t- W (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"Tong 6'-0"long 4'-0"long 6'-0"long PP Q panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for [Na�ckerI]- >• IY tU ® Q Strap per code if to g spacing g g j • lock(1 1.55E TimberStrand® LSL Headers and Beams.• blockin is less than s acin shown above,rectan ular blockin must be used in lieu of TJI ® oasts. 5/"or Y/" Y/"or Y/" 7/"or 1"Net 2x6 2x8 2x12 2 x diameter of the < -1P p p il F1plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%2'and staggered. 2) X - m Q (3)With 10d(0.148"x 1'/z')nails,spacing can be reduced to 3"on for light gauge steel straps. ()_ O } �Q over column �. TO mount Y 1 If necessary,increase filler backer block height for face mount hangers and maintain ke ggap al top o 4"mi;see detail le Filler and backer largest hole minimUm P ••� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 38'(t0 avoid Splitting). block dimensions should accomodate required nailing without splitting(12"minimum forbackerblocks and 24"minimum for filler blocks). g ( ) �6- ,(� ry O Q Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). Y depth ilE�- V I () Column Fece mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede All hole zone ZQ Q hanger wood from direct recommendations listed above. -7 contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. o 0 ■Nailing rows must be offset at least Yz"and staggered. o 7- literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of V into the TJI®joist or rim board Is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSL - ■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 Hale Size panels,hangers,or direct attachment to 9Ya„_g�„ 3„ Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. "-8" 11y"-11 8" 3%.' Fastener Installation Requirements TJI®joist framing does not J 14"-16" 4%" Piece #of Fastener require bridging or mid-span __ E1 General Notes See illustration for allowed hole zone •ti- **+t-•r„•r,f^ blocking . Allowed hole zone suitable for headers and beams with ��tt" Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere alongthe member. .***•^4a•' Izl sides,stagger fasteners on the second 10d nails 3" 3 Round holes only 1.G?, BEARING AT 12" side so they fall halfway between • No holes In headers or beams in lank orientation. COLUMN 2 12d-16d nails 3 Y4" 2'�1 One side fasteners on the first side. p Screws 33/"or 3Y2" 2 24" ;:: • t &" 10d nails 3" 312' DO NOT bevel cut joist • ( t,i, 12" Both sides AlO H2 j Other Trus Joist® Headers and Beams 11. . k. i Rim board joint Pi t) '• r ;., f r•° 1 , iz) beyond inside face of wall. Microllam® LVL B � f,p r• "k'' C�,:,•' T+'.' 3 12d-16d nails 3/' 2 EZ between joists DO NOToverhang seat cuts 1.3E TimberStrand® and Parallamo PSL 13/4" 3%"or 3Yz' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth .•'fi Screws 2 24" Load must be applied evenly across 3. 5" One side entire beam width.Otherwise,use face ofsu ort member, largest hole(minimum °�.• ,Q,t.`M•• `1',.!^•`'' Verify column capacity 10d nails") 3" 312) connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing (per C �/ n rt 12" One side holeslnheadersorbeams ®L��Y�rl�ll ?-r�, qi � �O'3t L5 length.See current 4 12d-16d nails"' 3 Y4' 212) (P ply) - M L r3 L 11 L l d except as indicated!n � 0 0 0 Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24„ Both sides Multiple pieces can be nailed or bolted together to CS 0 0 63/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllamo LVL and Other Trus Joist®Beams . 1%"TJ®Rim Board or 1%" Parallamo PSL Header or Beam Maximum Round Q 5"or 6" Both sides maximum width of 7" TimberStrand' LSL. allowed hole zone Depth Hae Sae Q Q L3 3Yz" 2 Screws 6 3/4, 2 24" A2 middle%span 4 j" 1" Q 2 One side %"bolts 8" 2 24" - F- 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-EWPTM'. "- 12 61 L1 d 1.3E Timber__do LSL allowed hole zone d y/„ 20„ 2„ `Q COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 (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. sea illustration for Allowed Hole zone General Notes CJ m B2 Allowed hole zone suitable for headers and beams with uniform loads only. Q • Round holes only 0 O O BEAM OIV NAILING AT BEARING FLOOR L5 63 No holes in cantilevers, v m COLUMN GAP TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. O O 1 Load bearing wall above 1/a"TJ®Rim Board or � g ) 1Y4"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 or B2 at Q One 10d(0.128"x 3") P floor panel edge is supported B4 intermediate bearings WARNING I- %ZOne 8d(0.113"x 2Y2") nail into each flange and span rating is not exceeded. nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally i LL 1 Plumbing Drop Bracing Includes: nails at an angle at braced/shear wall Blocking • Sheathing • Strut Lines � Q P1 least%"from end. from above Q End of joists Q at centerline • Hangers • Rim Board • Rim Joist N LL 6 3Y2"minimum L2 f, J V 4 < Z COLUMN BASE 13/4"minimum end bearing intermediate bearing of support T ' LU - Also see detail 82 single-family applications 5Y4'may be required for maximum H1 f IL Shear transfer:Connections equivalent capacity O - 1- DL X to floor panel nailing schedule • d> < n Rim to TJI®Joist ° DO NOT wtlk on joists DO NOT walk on joists DO NOT stack building Q LR ° 0 until traced. that are lying flat. materials on unsheathed N N 1Ya"TJ®Rim Board, TJI®560 rim joist:Toe •.•�,;`,•';;.,• Additional joist is required if •.' • 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY Ml RESULT. V 0 joists.Stack only over (� - TJIo 110 rim joist: nails,one each side of or ifs an rating is exceeded. !' •, WARNING NOTES: beams or walls. W_ P 9 Exterior Deck P2 One 10d(0.131"x 3")nail TJIo joist flange TJI®560 :' •'• ''•. ° O LA Attachment DO NOT use sawn .ack of proper bracing during construction can result in serious J U- - O into eachflan a floor joist ' •.• .: lumber for rim O g 1 • = Structural accidents.Observe the following guidelines: Q LU TJI®210,230,and 360 rim 4 O board or blocking, Q INSTALLATION TIPS sheathing 1.All blocking,harpers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. F- 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 t�(� COLUMN BASE One 16d(0.135"x 31/2")nail •Subfloor adhesive will improve floor performance,but O after installaill accomplished by a'emporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 13/a"minimum bearing into each flange Top View may not be required. O Use Only 3.Safety bracing d 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O 0) Locate rim board joint between joists. o Safety bracing(1 x4 engineered lumber. joist.Without this tracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood 0 minimum)at 8'on-center(6' worker or one laye'of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads details B1 and B2 .Packing out the web from direct contact with See ALLOWABLE ® 4.Sheathing must le completely attached to each TJI 0 joist before additional loads can be laced on the system. ( ) 9 on-center for TJI 110 joists)and P Y of a TJI®joist(with web stiffeners)is not a substitute concrete 1%"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevas require safety bracing on both the top and bottom flanges. IY"TJ®Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges mus'remain straight within 1/2"from true alignment. TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 1 g p (see WARNING). product may contai titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California •When joists are doubled at non-load bearing parallel partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit Ay.com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing plan If applicable)or 1-J015T DETAILS rout Drive nails at an g p ( pp ) of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. %"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, T3-9006, which should be referenced for additional information. A - 1�