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HomeMy WebLinkAbout46005-Z zr�= �o�Og�FFO[,flp Town of Southold 7/13/2023 0 Gyp P.O.Box 1179 v' 53095 Main Rd Way opt Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44277 Date: 7/13/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2555 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-74 1 Subdivision: IFiled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/2/2021 pursuant to which Building Permit No. 46005 dated 3/31/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front porch,rear concrete porch 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-21-0041 12/27/2022 ELECTRICAL CERTIFICATE NO. 23-85156 4-12-2023 PLUMBERS CERTIFICATION DATED 11/30/2022 arles Sa rs ?6A t ri ed Signature ®�gI-ffaltr TOWN OF SOUTHOLD BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46005 Date: 3/31/2021 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#20) I At premises located at: 2555 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-74 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 9/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 otal: $2,098.40 Build Inspector Certificate of Compliance .............................................I......................................................................... ................................................................... 7 11 CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE APR 2 4 2U2 AMITYVILLE, NY 11701, 8ull jjjf� 0EP1. LD. P: (631).598-561-0 NG ................................................... . ......................................................................................................................................... ()p CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electrical Contracting Oasis @ Mattituck Inc. 2555 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 2555 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85156 Certificate 23-85156 Electrical License-#: 4806-ME Section: Block: Lot: Building Permit#: 46005 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) 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 12th day of April 2023 Name QTY Heat Detecter-15 Amp, 120V 1 Service Feeder-200 Amp, 240V 1 Recessed Hi-hat Fixture- 15 Amp, 120V 40 Range Circuit- 50 Amp, 220V 1 Switch - 15 Amp, 120V 51 ARC-Fault- 20 Amp, 120V 2 Exhaust Hood - 20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 60 Electrical Inspector: Anthony Giordano .......... VED;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. 2555 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 2555 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85156 Certificate M 23-85156 Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 46005 Name QTY AC Blower- 15 Amp, 220V 2 AC Condenser- 30 Amp, 220V 2 ARC-Fault- 15 Amp, 120V 7 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Dishwasher Circuit-20 Amp, 120V 1 Exhaust Fan - 15 Amp, 120V 3 Fixture Outlet- 15 Amp, 120V 24 GFI Receptacle- 15 Amp, 120 V 3 HVAC Unit Circuit- 20 Amp, 120V 1 Meter-200 Amp, 240V 1 Power Panel -200 Amp, 240V, 42 Circuit 1 Electrical Inspector: Anthony Giordano \"ppuuuunrup�� // APPROVED�1o= 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. 2555 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 2555 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85156 Certificate#: 23-85156 Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 46005 Name QTY Service Disconnect- 200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano ' \ VdCAL v�uuuwuuq,,,, ` APPROVED o . \\\\� This certificate is not valid unless raised seal is present. Town Hall Annex t Telephone(631)765-1802 54375 Main Road Fax(63 1)765-9502 P.O.Box 1179 G Southold,NY 11971-6959 vj D'�� 'BUILDING DEPARTMENT i TOWN OF $OUTHOLD JUL _ 7 203 1 BUILDING DEPT. 1 t� jj CE_RTIFICAT.I.ON I i1 t Building,Permit No: Owner: (please print) Plumber: e'6 (Please print) 1 II 1 1.certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Signature) Sworn to before me this., day of 1✓nvPr)xr ;20 c)o� Vincev,),,*,"' /�/� // o , Notary Public,.kSVa4= 11*1 , e,o►���° S� 1 0f SO�l�,O6 c * * TOWN OF SOUTHOLD BUILDING DEPT. coum ' 765-1802 -INSPECTION [o(] FOUNDATION 1ST [ ] ROUGH PL13G. [ ]. FOUNDATION-2ND- [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY j ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � &APIPt- 236 51-lK A, AART 0, (� Fl�lio4L LGr`�rTor/ SGt2V�Y �.EG'zGxR.EEa DATE INSPECTOR I 1v,{'( �(� o�aOF SOUTHp l OTS/ # TOWN OF SOUTHOLD BUILDING DEPT. courm N�` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. r UNDATION 2ND [ ] INSULATION/CAULKINGAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENT L REMARKS: DATE X INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ �OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ .] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 04 vi vm b 1614 k/((a �..� AA m Jae �- DATE 'Z INSPECTOR � 1q� ivy?/ OF SO(/l�°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTI / N [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: w1m, 0 wa colhvr orlv/ 6AWIL-16J.) iQ Jon S • DATE40 ?� INSPECTOR (0 OE SOUIyO # * TOWN OF SOUTHOLD'BUILDING DEPT. courm631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL l t> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V � rp e�oq— f;--,h22/ Arlo n DATE INSPECTOR • �� �1 )ley C Minns ©D� IVA F IIft► Lot 20 2555 Stanley Garage Stair rail AOMES IPA Long Island Power Autnor'dy 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 2555 Stanley Road City: Matt, Builder Name: Oasis at Mattituek Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# of 1 Location of this CAZ�.,Ba �li 07, �. (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: -6.6 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.6 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_ Tvne: Furnace ✓ Boiler_Heat Pump_Other t a Venting'Type 3 Drat, Sip llaEe '. ' Sin Ila�e CO CO E tcien Fuel Tvtie ,, brcle Te- Pascal (Wont Case)• atuial ors?Case dtural Rating: N_P✓ O_E_ N V_M_S✓ - Pa. Pass ✓ Fail_ Pass,' Fail_ 21 PPM 21 PPM Yes ✓ Tie: Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water Heater Primary: Stand Alone No Instantaneous Commercial See Note s below) (cartons) ° �] ( s z. Venting Type s Drat. Sin Mage pillage(Naturalj' GO CO E rcien Fuel Tytie (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.. Commonl 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: .ferry 'Amaro Rater Number: 2614397 Rater Signature: p Date: May 1, 2023 Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 RENURate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-74 Report Date 2023-05-01 Data Filename 2021_024 2555 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 14966 Heating Degree Days 5294 HERSlndex 52 Construction Site Owner/Agent Designer/Contractor HERS Rater 2555 Stanley Road Signature Five Loan Trust Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2555 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 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7821 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) 5357 Maximum UA 460 Your Home Energy Cost($/yr) 4623 Your Home UA 436 Better Than Code (Pert) 16.9% Better Than Code (UA) 5.1 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 Wall2: 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. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-16.7 JD OC SPF** 336 . 11.7 5.0 21 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 0.27 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-8ft** 1244 0.0 11.0 69 Wall 2: R-11 Blanket-8ft** 225 0.0 11.0 13 Window 4: U:0.29, SHGC 0.27 CS** 28 0.290 8 Door 22 0.220 0' Duct Insulation R- lue Infiltration Htg: 1.99 Cl 1.99 ACH50 Mechanical ent 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 v16.0.4 This-information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Rater I, JerryD'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 I��l;) a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title Signatur Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. D 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 CERTIFICATE OF INSULATION � J U L _ 7 2023 For the following home: Lot 20 - The Fields at Mattituck; 1000-106-08-74 BU711DEN:;DEP'Q- STREET ADDRESS 2555 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 Walls 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 /1 a-e� 'li 11/30/2022 SIGNATURE DATE 4���`��`e�4C36iFtflpl fP U t/ !,o Contractor's Submittal `����4,®.. . Material approved for use in project. ` V.o 4 �� KNAUF INSULATION, INC. 2555 Stanley Road,Mattituck '� w�4 One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. y' . ,e r Shelbyville, IN 46176 Technical Support CHECKED DEC s 2022 ��4 • (317)398-4434 ext.8727 irlfo.usPknaufinsulaticn.rcm q JPS19%fIBt11 O`°,,`\`• 01-20 ©2020 Knauf Insulation, Inc. y. 4 DATA SHEET Ak Basement Wall Insulationhuffk�q!ATION E0 Technology LD WE LIVE IN."' with ECOS gy DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: SOB, The Fields at Mattituck- Lot 20 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 MOROR THE WORLD WE LIVE 11N. The perforations in the facing allow moisture to pass through the Knauf material, reducing the possibility of condensation and ensuring InsulationTechnology proper thermal performance. •. _ . patented, . . .. 1 binder alternative to the phenol/formaildehyde.(Pr) binder APPLICATION traditionally used in " lassproducts. The bio-based • New construction or for retrofit in existing homes binder holds our product together,- - product unique appearance and makes it formaldehyde-free. SPECIFICATION COMPLIANCE All of our products 1sustainable resources, • ASTM C665 such as recycled glass and pro. , to • Type 11, Class A, Category I I beputting glass bottles back towork rather than into • IECC Code for a continuous R-value with a Class A Fire Our products • . rating with no further modification recycled glass—totafing an average of 26 million bottles „ month.each INDOOR AIR QUALITY • EUCEB Certified with ECOSES Contractor's Submittal Material approved for use in project. 2555 Stanley Road,Mattituck ;,. Approved by D'Amaro Engineering and Surveying,P.C. e R-Value Dimensions Facing 3.5"x 48"x 60' R-11 PSK Perforated(White) } 3.5"x 88"x 60' HN CAL'D 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 Nfp-BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International a I Residential,and National Fire Protection Association Life --- Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified L-0 intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire - all performance prescribed. ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: gallon drum (208 L),net 45 gallons (1 thickness,which shields the substrate and significantly (170 L) 586.5 lbs. Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes: ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 PH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L . 2555 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying, P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY & PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https://www.noburn.com/policies-procedures/­ 0 2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made in the USA SUBMITTAL SHEET DATA SHEET EcoBatt° Insulation 1>�II►LAT► N with ECOSP Technology FOR THE WORLD WE LIVE IN' DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: SOB, The Fields at Mattituck- Lot 20 barrier for energy-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 FOR THE WORLD Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. TechnologyKnauf'Ir products with ECOSEO made using our pate nted, , . based binder APPLICATIONS alternative to the phenol/formaldehyde MR binder bio-basedtraditionally used in „ • Cavity walls, exterior and partition walls, floors, ceilings, fiberglass products.The attics, basements and crawlspaces binder holds our product together,gives the product its appearanceunique . SPECIFICATION COMPLIANCE All of our productsmade from sustainable resources, • ASTM C665 (facing); such as recycled glass • Type I, Class A, (Unfaced) be putting glass „bottles back , • Type 11, Class C, Category 1'(Kraft) landfills. Our products ,- . • Type III, Class A, Category 1 (FSK-25 foil) recycled glass—totalling an average of 26 million bottles • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA #498-90-M with ECOSES • 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. 2555 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. 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. O REWRate - Residential Energy Analysis and Rating Software v16.0.4 flew York Compliance Certificate Project Title: New Home 1000-106-8-74 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_024 2555 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 2555 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2555 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) 4851 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 Wall 2: R15,FG1,4-16 307 15.0 0.0 24 REM/Rate-Residential Energy Analysis and;Rating-Softwaretv16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985.2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis andRating Software v16.0.4 _ New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 19 AG Wall 4: R15,FG1,4-16 95 15.0 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 11.0 61 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 3: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 k8tuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the.home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REWRate.—Residential,Energy Analysis'.and.Rating Software,v16.O.4 This.information does not constitute any warranty of energy costs or savings. m 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 .REWhate - Residential Energy Analysis and Rating Software v16.0.4 New York compliance certificate the local jurisdiction in which the home is built. f� I further attest that I am a certified Home Energy Rater and affiliated with �J�✓ , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. J�W / N Name-Title Signatur Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date: 2/27/2021 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineerings field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II 111 Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. EnergyCodeP Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27. Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021J24 2555 Stanley Rd.P.CC.blg Date:2/27/2021 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: I If 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 Insulation Grade: 1 II III Face/ Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: North Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled 1.1-factors, describe features: Name: W-2 Orientation: North Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30(6 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled LI-factors, describe features: Name: W-3 Orientation: West Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: South Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 'Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: South Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: North Comments/Location [ ] 9. 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-9 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: North Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 4. EnergyCodep Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 . Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., North), U-Value: 0.300, SHGC; 0.300 For windows without labeled U-factors, describe features: Name:W-11 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f.,.West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation:West Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30.s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: South Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: South Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f.,West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location REM/Rate- Residential Energy Analysis,and!Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020-NORESCO, Boulder, Colorado. Page 4 of 8 E nergy Code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-17 Orientation: South Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: South Comments/Location Doors [ ] 1- Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door:-PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access(12 s.f.), R-Value 5.0 Comments/Location REM/Rate-Residential Energy Analysis-and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 EnergyCodeP Inspection Checklist r Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 Frame Floors [ ] I. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / inset Comments/Location Slab Floors [ ] I. 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: I II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage(17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis.-and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,.Colorado. Page 6 of 8 ,Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date: 2/27/2021 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 II 111 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 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate=Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 . Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 . RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 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 @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 L' REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-74 Projected Rating: Based on Plans - Field Confir'rnation Required. Report Date 2021-02-27 Data Filename 2021_024 2555 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater, 2555 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2555 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) 4851 Your Home UA 430 Better Than Code (Perf) 10.5% Better Than Code (UA) 3.9% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 143 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. O 1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter , R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 19 AG Wall 4: R15,FG1,4-16 95 15.0 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-0.17.11) 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 11.0 61 Walt 2: R-11 Paramount 225 0.0 11.0 13 Window 3: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to 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 REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985=2020 NORESCO, Boulder, Colorado. Page 2 of 3 A ' REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. � I further attest that I am a certified Home Energy Rater and affiliated with /�'j✓ , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Jrnl�� v e Z-Z'7 ZOZ I Name-Title Signatur Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 ,IFS S Energy Code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date: 2/27/2021 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 [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate-ResidentiaU 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. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021324 2555 Stanley Rd.P.CC.blg Date:2/27/2021 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 Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: North Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-2 Orientation: North Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: West Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-4 Orientation: South Comments/Location REM/Rate—Residential Energy Analysis and Rating=Software v16.0:.4 This information does not constitute any warranty of energy costs or savings: ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 � Y Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: South Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f., South), U-Value: 0.300, SHGC: 0.300 . For windows without labeled U-factors, describe features: Name:W-7 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300, SHGC: 0.300. For windows without labeled U-factors, describe features: Name: W-8 Orientation: North Comments/Location [ ] 9. 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-9 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe•features: Name: W-10 Orientation: North Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021-024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 11. Window: U:0.30, SH6C:0.30 (6 s.f.., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f., West),. U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-12 Orientation: West Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30(16 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: South Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-15 Orientation: South Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f.,West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 v 9 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights ( ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-17 Orientation: South Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: South Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door:Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate- Residential Energy Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021324 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.big Date: 2/27/2021 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. Stab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount(1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation;R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: FF to garage(17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate-Residential Energy.Analysis and Rating.Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,.Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date: 2/27/2021 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 II III Face / Inset Comments/Location Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ) Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate- Residential Energy Analysis and-Rating�Software 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 Inspection Checklist - - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021 024 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Date:2/27/2021 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 Ca)25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM C 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 and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating . 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Property/Builder Information �� Building Name New Home 1000-106-8-74 Owners Name Oasis at Mattituck, Corp. Property Address 2555 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builder's Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Zenith_2-R-S Community/Development The Fields at Mattituck-Lot 20 Identifier/Other 418-20 Organizatation Lnformation, _ Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com Rating/RESNET Information' v� Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Raters ID 2614397 Rater's Email jdamaro@optonline.net Last Fieldlnsp 2021-02-27 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_024 Rating Permit Date 04/01/2021 REM/Rate- Residential Energy Analysis and Rating:Software v16:0.4 This information does not constitute any warranty.of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. f Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27' Mattituck, NY 11952 Jerry D'Ar<iaro Rating No:2021_024 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg General Building�,Informaton Area of Conditioned. Space(sq ft) 3908 Volume of Conditioned. Space 42583 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedroomsr 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Wall Informat1on � Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 143.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 7.00 2.00 0.058 0.086 *Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Libra rX;List . Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- Residential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy'costs or savings. Q 1985-2020 NORESCO,Boulder,Colorado. Page 2 of 14 A i Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Foundation„Wall Library L�st��p� _ 4 � � ,. Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall 7777 [Slab Fl,'oor` Information P9 Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1406 7.00 169 169 0 77,77 Slab, Floor. L>Ibrary:List Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation.(R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond ft garage 18 0.035 Frame Floor:Library List m Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 REWRate Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 14 r Building Summary y r Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg 7777777.77 777771 fFrame_Floor Library"'Ust Floor Covering HARDWOOD Note JTD Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond -> 142.00 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond -> garage 17.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond-> 82.00 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to attic Cond-> attic 8.00 0.0 13.0 2.0 16.0 1 0.078 LAbgve Grade-Wail Name Library Entry Location Exterior Color Area(sq ft j Uo Value main R-20 Batt+Rigid Cond > ambient Medium 2556.00 0.056 to garage R15,FG1,4-16 Cond -> garage Medium 307.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 336.00 0.058 to attic R15,FG1,4-16 Cond > attic Medium 95.00 0.079 Above G,rade Wall"Library: L>fst _ - a - ���� Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note JD,Batt+ Rigid Foam Above-Grade Wall: R15,FG1,4-16 REM/Rate- Residential Energy Analysis and Rating Software v1 6.0A This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 14 wilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.big Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0:0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 -. Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness(in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0, Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam inflow , 7777 Information . - �7:7-.7 - Overhang Interior Adjacent Name Wall Orient U-Value SHGC. Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sgft) i(ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 North 0.300 0.300 45.00 1.0 12.0 17.0 0.85 0.70 None None W-2 AGWa1l1 North 0.300 0.300 45.00 1.0 1.0 6.0 0.85 .0.70 None None W-3 AGWall1 West 0.300 0.300 6.00 0.5 12.0 15.0 0.85 0.70 None None W-4 AGWall1 South 0.300 0.300 30.00 1.0 1.3 6.5 0.85 0.70 None None D-5 AGWall 1 South 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None. None D-6 AGWall1 South 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None None REM/Rate- Residential Energy Analysis and Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. (D1985-2020 NORESCO, Boulder, Colorado. Page 5 of 14 f � Building Summary - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Window Information Overhang Interior Adjacent Name Wall Orient U-Vatue SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-7 AGWall1 South 0.300 0.300 9.00 1.0 1.3 4.3 0.85 0.70 None None W-8 AGWall1 North 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 North 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 North 0.300 0.300 23.30 1.0 1.8 5.7 0.85 0.70 None None W-11 AGWall1 North 0.300 0.300 6.00 1.0 0.7 3.7 0.85 0.70 None None W-12 AGWaIL 1 West 0.300 0.300 6.00 . 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWaII 1 South 0.300 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 South 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 South 0.300 0.300 . 16.00 1.0 6.0 10.0 0.85 0.70 . None None W-16 FndWall1 West 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-17 FndWall1 South 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-18 FndWail1 South 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70' Most Most Door_.Information 2 = -�- Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWall 1 34.0 0.189 4.3 No to garage PCH Garage AGWall 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No side Fiberglass U-0.17 JD AGWalt 1 18.0 0.147 5.9 No Attic Access Attic Access AGWalt 4 11.5 0.168 5.0 No Roof Information - - Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1231.00 1479.00 Medium No Sealed 0.035 No No Attic 1st sty R30,FG1,10-1E 193.00 193.00 Medium No Vaulted 0.036 No No oof a Ceiling: R-39 SPF SA REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 14 , tsuffding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD Ceiling: R30,FG1,10-16,C Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation(R-Value) 30.0 Cavity Insulation Thickness(in) 9.3 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REM/Rate-'Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry-D'Amaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021324 2555 Stanley Rd.P.CC.blg [MEChanieal.Equ�pinent Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 Heat; Prop Furn,64k;9G%.JD r � _ , SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 Water Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200, AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 - � . - bol: JD;a15 1SEER,-39 8K REM/Rate- Residential Energy Analysis and Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 14 . Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27. Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021 024 2555 Stanley Rd.P.CC.blg Mechanical Equipment System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 °DHW Efficiencies: _ All bath faucets R showers<=2gpm false All DHW pipes fully insulated >=R-3 false Recirculation type None(standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.87 peRatio 0.69 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 24.44 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,.Boulder, Colorado. Page 9 of 14 uilding Summary . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024. Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Du tc Systems.. Name main Conditioned Floor Area(sq ft) 3908.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 791.4 Return Duct Surface Area(sq ft) 293.1 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 10.00 CFM C 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate.- Residential Energy Analysis and Rating Software 06.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 wilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg n 7� LIrifiltrationandMecharncal Ventitation .m__ a_ , Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. Page 11 of 14 Building Summary . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected,.Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Lihts and Appliances ` w .,. Rating/RESNET audit Ceiling Fan CFM / Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of.energy costs or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 12 of 14 y a ,P 36.flding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg Mandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1406.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 13 of 14 1; . a Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2555 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_024 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-74 Oasis at Mattituck, Corp. 2021_024 2555 Stanley Rd.P.CC.blg D tloro Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. ihie Solar . a System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of-energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 FOUNDATION(1ST) ROUGH FRAMING& PLUMBING i► �.� r INSULATION ITATE ENERGY•CODE v 1 Ru �r ADDITIONAL COMMENTS rim •��� ��sZVAN 7-t TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.aov Date Received APPLICATION FOR BUILDING PERMIT r Office Use Only PERMIT NO. Building Inspector: MAR 2 2021 Applications,and forms'm6st be filled out in their entirety.lricor6^01ete applications will not,,b6'6`ccepted. Where the Appllcant'is'not.tfie owner,an,,. Owner's Authorllzptl"opform{Page 2).shaill 6e complOted. Date:February 18, 2021 0WNgR(S),,O F PROPERTY: Name:Zenith„PropertyGroup LLC SCTM#1000-106.00-08.00-074 Project Address:2555 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 Email:mon u mental ppqpfqy _@y Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACT Name:Christopher F. Dwyer Mailing Address:437 South Co.untry Road, Brookhayent NY 11719 Phone#:631-286-8668 Email:cdwyp!l@lkma.com "DES F 113N PROFESSIONAL INFORMATION;. Name:Robert A. Steele Executive Vice Presid q9t, L.K. McLean Associates, PC a. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele(d)lkma.com CONTRACTOR"INFORMATION: Name:Oasis at Mattituc0K Corp. .... Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email:petera-moderns goqMppi4ildiEkg,.,qq DESCRIPTION OF PROPOSED CONSTRUCTION -" ( New Structure DAddition ElAlteration El Repair DDemolition Estimated Cost of Project: E10ther $ o Will the lot be re-graded? RYes EJ No Will excess fill be removed from premises? RYes ON 1 r PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Sin le FamilYResidence _._. .._..._... ..__..._......_...__ . .._... .........._..___._._ ._......__._...___.. ... __9 .__... _.._._... ...._.....__.__..._. ...... . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? BYes ❑No IF YES, PROVIDE A COPY. I Check Box After Reading:,The owiter)contractorlt*ign professionaPis responsible for altdra% inage and storm water issues as provided by chapter 236 of the Town Code.'APPUCATION IS HEREBY MADE to the upliding Department for the issuance of a,Buliding Permit,pursuant to.theBuiidirig Zone. OKdina?6-of the.Town`of Southold,Suffolk,County;New York and other applicable Laws,Ordinances orRegulations;�rthe'constniction of buildings,;.: additions;`alterationsgdor removal or demolition as herein described:The,appitcant agrees to comply with all applicable laws;ordinances,building code;,, housing«ode and"regutatkins and to admit authorized lnspectars on premises and In bu tlding(s)for necessary inspections.False statements made herein ale purilshable.as a,tlass A misdemeanor pursuant to Section"210AS of the New Yorkiiate Penal Law.. Application Submitted By(print name):Christopher F. Dwyer MAuthorized Agent ❑Owner Signature of Applicant.. .__.._........._.. F _ Date: February 18,M2021 STATE OF NEW YORK) SS: > COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �dayof February 2021 7LX� Notary Pul Ty CHRISTINE WIEGAND NOTARY PUBLIC,State of New York PROPERTY OWNER AUTHORIZATION No.') WI6210359,Suffolk county (Where the applicant is not the owner) Commission Expires August 17Z6Z/ IJohn Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to e T wn o outh Id Building Department for approval as described herein. 14 a Ow r' Sig at re D to John Pop itch, Zenith Property Group LLC Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Inspector }O�C'S f� 0oG `, TOWN OF SOUTHOLD t Town Hall Annex - 54375 Main Road - PO Box 1179 cin ;a Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov — seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN I RMATION All I formatio equi d) Company Name: b Yl Name: A TO eg License No.: — ail: J�,�i •P, a Phone N, y�j" request an email co y of Certificate of Conipliance Address.: JOB SITE INFORM_AT_ION (All Inform-+i^^hof^�-`•,.:- a ,, NamE. l I ' ll+U 1 �1r Address: ` nte4j VOL i Jn a bA Cross Street: Phone No.: ` Bldg.Permit#: Tax Map District: 1000 Section: Block: Lot. PIfIEF DESCRIPTION O WORK (Please Print arly)c 1\JL0:tW1A'J Check All That Apply: Is job ready for inspection?: UOKES ❑NO ❑Rough I,,rt' Do you need a Temp Certificate?: �S ❑NO Issued On Temp Informatio (All information required) Servic izePh ❑3 Ph Size: �d A #Meters _ Old Meter# New Service ❑wi 'N econnect Underground ❑Overhead # Underground Laterals ❑H Frame ❑Pole Work done on Service? ❑N Additional Information: Q YMENT DUE WITH APPLICATION SEP �� 2022 Electric ?Usp.�sfi5B;3�9t1BBIOII Isx TOWN OF SOUTHOLD F014,�oG y� BUILDING DEPARTMENT-Electrical Inspector C2 = TOWN OF SOUTHOLD o,� • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # Date 917.1 2022 Customer Name +a. Electrician Name Fue-c-i o E Lt r(-c- Address Address '.SSS 5jjjt&j r M ; v k Phone e-mail e-mail o 0 pucc'10,-tedrqcca r C Phone License# Size 'LOO A Phase 1 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 IFlood Reconnect Old Meter#7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v days fro ,date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownnV.qov - seand(c_southoldtownnV.qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN 1WRRIVIATION (All l9formatiorequirrd) Date: 6 A- Company Name: 0 ee�vic� LA-v,+yu L Name: iA License No.:—4 -L ail. Phone N' 0 b request an email coy of Certificate of Conipliance Address.: ,a L-A' JOB SITE INFORMATION (All lnfor--"i-I J4 Namc . ( Address: 05 Cross Street: Phone No.: emaiI:()AAL'�1 ,-(2 V, -Crn(; L,'� Bldg.Permit#: Tax Map District: 1000 Section: Block: Lot." B IEF DESCR)PTION O� WORK (Pleas,e Print tv�arly), NL0-T1U1A'J 01-4 01 aw Check All That Apply: 0' Is job ready for inspection?: L210EOS' F-1 N 0 ❑R­o"6 9 filf Do you need a Temp Certificate?: [Z]1eE"S ❑NO issued On Te'rnp Informati (All information required) Servic"ize Ph --13 Ph Size: 906 A # Meters Old Meterff New Service ❑ Servi Reconnect ElUndergroundE]overhead I# Underground Laterals Rri E]2 E]H FrarneE]Pole Work done on Service? Elf- El Additional Information: YMENT DUE WITH APPLICATION S E P � 2022 Electrics ro'rw&B QwiEDM:�Isx OL ' TOWN OF SOUTH - D L11AAL. K. McLean Associates P. C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP E Fir= KEITH J.MASSERIA,P.E. ® VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. DEC 2 1 20�ce � r , 2021 Town of Southold Building Department BUILDING DEPT. 54375 Main Street (NY-25) TOWN OF SOUTHOLD P.O. Box 1179 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: "The Fields @ Mattituck"—Lot#20 (1000-106-8-74) -2555 Stanley Road Modifications to "Zenith" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Zenith" model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building Inspector (John Jarski) and we have since memorialized them with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four(4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: - The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 LiGoby Bunch, Connie From: - Lanza, Heather Sent: Monday, February 13, 2023 10:04 AM To: Chris Dwyer, Bunch, Connie Subject: RE: Lot 25 - Fields at Mattituck Hi Chris, They were just double-checking. The Fields is all set with Planning and c.o.'s can be issued on the houses being built there. Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday, February 13, 2023 6:40 AM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Lot 25- Fields at Mattituck Good morning Connie, Our office was notified that the CO (Building Permit#46517) on Lot 25 at the "Fields at Mattituck" subdivision could not be issued due to a letter from Planning needed. When this became an issue earlier, our office coordinated a site walkthrough with Southold Town Planner Heather Lanza. At this meeting we went over setbacks, maintained vegetated buffers, etc.... it is our understanding that the manner in which these lots have been developed was considered satisfactory to the Department. I have copied Heather on this email so that she can concur. If not,we would hope that a site visit could be performed as soon as possible to confirm that Lot#25 (like all of the lots)was built in strict accordance with the approved final plat. Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t (631) 286-8668 X2451 f(631) 286-6314 www.lkma.com I cdwyer@Ikma.com K& ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 —• N/F SURVEY OF PROPERTY v SIGNATURE FIVE LOAN TRUST ON THE v v v STANLEY v ASPHALT PAVEMENT ROAD 50' VIBE) THE • • • SUBDIVISION MAP OF X 65.6 625 CPRIVAT£ X64.1 X THE FIELDS AT MATTITUCK ` � r A' T 20 (Cc E N78®11'20�E- - 4 CONCRETE CURB l O 006 FILE V --- T -45,00' - O(BURIED) ----- - - - -- _ -- - - 3- - --- - -NAS MAP O. 11370 R_;1070,00' L=87,75' (BURIED) SITUATE AT - - --- �_-------- - ----�--- - - MATTITUCK- _ 295.82' Z TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW-YORK 1 � 1 y AREA OF PARCEL = 32,685± SQ.FT. OR 0.750± ACRE 1 1 Itz� 1 NOTES 1 I. 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 THE SUFFOLK COUNTY CLERICS OFFICE AS MAP N0.11370. 3. ELEVATIONS REFERENCE NAVD 1988. `V1 OJ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 1 SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 1 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF 19 1 PRACTICE RS ADOPTED By 7HE NEW YORK S ATE SSOC ATION OF PROFESSIONALLAND SURVEYORS.SAID E D CERTIFICATIONS 1 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 1 —VACANT— ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1 21 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON 1 THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL 1 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. �1 8. RIGHTS-OF-WAYNOTSHOWNARE NOT CERTIFIED. 1 9. THE SURVEY CLOSES MATHEMATICALLY. 0 i� LEGEND Q .•••.......••• ELECTRIC MANHOLE til ((O '"""....... CABLE TV BOX 2 WQ ••..•••••...•• LOT NUMBERS ODE 1 .............. BUFFER AREA 1� • �` —T—.•..•.••••...• UNDERGROUND TELEPHONE of NFW y 0 ..•TELEPHONE MANHOLE IL' STL'����jf• O •............•DRAINAGE MANHOLE 1 —E—••••••••••••..UNDERGROUND ELECTRIC —V—•••.••.•......UNDERGROUND VA TER 1' &47/V IJISTURBA ■ ...•.....•...CONCRETE MONUMENT 1' h NCE NAT ` .VEGETATION•RE ; ` _ l 050528 TENTION BUFFE SLAW OD 1 T.BY. Added property comer r cx�lloxonumentsset �PRov. BY R 1`i� REVISIONS CERTIFIED TO: Town of Southold S 8 1.ZENITH PROPERTY GROUP LLC 8°11` 1 2.FIRST INTERNATIONAL TITLEAGENCY Suffolk Count New York Stanley Road �- Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP 1� ♦`�- Survey of Property DISTRICT 1000 I hereby certify that this map was made from an actual survey SECTION 106.00 ISS2 completed by me on 05/13/2009 and updated 12/2212020. L. K. MCLEAN ASSOCIATES, P.C. BLOCK 08.00 `? CONSULTING ENGINEERS & LAND SURVEYORS LOT 074.000 / �(/ �� 497 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK Is TAMARA L. STILLMAN,P.L.S. Surveyed By: KG/JL Sco,e: 30• t= Sheet No. • NYSPLS No. 50528 Drown By. GLB Dere. 1210912020 Il P�\20099.000 Fields 9 Mattituck Engr 8 Survey\Survey Dept\Drawings\20099.000 lot 20,dwg 6/29/2011 4117 PM Tamara Stillman Approved By- TLS He No. 20099.000 SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE FI ED MARCHDS,A 6 AASAMAP NO.11370 LOCATED AT MATTITUCK MAP OF SUNSET KNOLLS, SECTION TWO I TOWN OF SOUTHOLD MAP NO. 5448, FILED 4/9170 AREA SUMMARY SUFFOLK COUNTY,NEW YORK --�--� �_– --� –_ 'OT LQT AREA NO, SOFT, SUNSET DRIVE 1 56,640 (50, 611DE) _ 2 61,994 q a N/F 3 100,312 Etc RD °pt`i E_ 1 DANIEL V AND MARIA 7 q y - I - •3 Ir) V] 10--NIFN F S.L.VA. WELL SITE 5 38,395 A g"� ER RD 9'�, (�E BRfSOTi! W I N/F pNDREV AND MfCNELiC AND 1 6 41,673 3( N/� I pl NIFC17VSTAN77NOS MARIA (STEVEN MACROS( N/FNIP _ �U7(,SUFFOLK 7 36,951 p I PEGGY N/F ICATNERINE AND MI DI LOUD I ANDDSCCA MAGR]PLES WATER AUT W TY �-Q ' THANAS PANDO KONSTANTINIDES �p ❑ rs Iy PER TSINIDES CONTDMOS l 8 32,744 aEAM1rAu Tal nm S23'1440' SEPVY50'T ' Hu MA y aN Mn 422389 56,959 Ivl nm r2r•4e'4o"F E ` – OV L9r –– 122281E yDLRD K L 67AW , 10 47,933 v v- - 11 37,104 ., •.. J(ER \ � W 25'VIDE EXISTING AND/OR /21 / 8( �_� RELOCATED ROW14 �� 13 51,437 O Sc rM na / O '� 13 1 Q = �� 14 50,850 ,000-ta.0 mm-0n9a9 t� 14 ` urx ND A I I (tP 1 -/pF09-OI49-961A00\l 1(„ _ — -- EASENENT FOR ' 15 49,208 pon NIP I W 3 SCTx/Q SCTX ND I �' srDRM WATER PETER AND ELAINE I im-tam- Ta SOW / i N2D'37'00"V/�9Qtfm' 1999-lam-mm�9B99r I �,��' — RETENTION y' "% 16 37,240 PsrLDs )� tea . 3J s2ra7'� z4 / (L + < 1*r > e4 17 30,931 s SUBJECT 3i W 20 32,685 m �a �R LLI PROPERTY -- sc.rx Aa strx An �y' 12 I I P a wr ;g � � /aW-lam-08(Ip-97a¢W W umaasa-asm�s9m9 •P O �� � I I 2 21 41.195 �P PRE ROW LLC rc` //,y L s GREG6 ar raEP ` W n I l�) 22 31,876 s�P` 9r sCTx In q 1 I I� Z w Cid Mqzg._ •�" msm�aw-ac°°° - ti �.A/, 23 33,931 24 32,803 TOWN OF SOUTHOLD N7CKOL AS/AND DIVA ~ 6U-+{ /�1 NrF / l 16 y h50 eM •� / 25 34,082 I LVLR NF L,L SCTX A6 s� / o< '` S} KAAKLLOS IqW O =T.9 M2 tao-la,fD- - IiN I " Sc 7x NO Ad6'•3870•'V 26 321010 so rx Aa lam-R6W-07MMI =TAuro-19xa9mm-9Team B lao9-lam-,acaronaoo tt � Aa W Ims-la�cm-9R99-aasa90 '� / O I W 27 1,367,048 /i iII _– I s`Taa9-aavA°-alss999 ' RDAD 145,800 �aNI zo'V7DE IB 2P wl 2,481,801 RELDLAr£n O 17 O O TOTAL N/F Nva W I ROW. J N/F 24 :s W�+,1 56.974 ACRA D AVE JOSEPH H ANT I &CTA An SCTx M UGO RONDINOVE L��i y a��tKW g FRIN RA,ARI i 1999-!9490-99199-0RA99 l ,999-t9Ka9-98.99-9M.909 23 SCTX/6 2 KW-tamWBW-072mB 'Y69r SCTX!M W 2 R 111 iy y� - IN]-19490-a.90-OTJAl9p\ \bl � A �$ �\ I SC.TM AQ � fF v 2 191FIa.ObOH.09-961m0 C EDDY , 59'VISE VA TER MAIN �Fr \ viW Ea EASEMENT TO THE61 "'Q �N W LEGEND SUFFOLK COUNTY I,e _ m- / i WATER AUTIbRITY `AREA=145.800 SOF r/ o� '>X¢ar ` N/F Q DECIDUOUS TREE ? 1 - " , y O / CAROL C KE:L ® DRAINAGE MANNOLE LOCATION MAP ' 11}F�, r" © ELECTRIC MANHOI E (NO SCALE) ¢ N/F O O ¢ l�-l96.L9r09.OJ-a3.OW to O FIRE HYDRANT N/F JAMES AND COLLEEN rL O g 1 m TEL EPHOTT HANHIX.F EVE STRAUSMAN WINSTONI 2 ? MONTGOMERY I =T^48�-95Ra0 T^IQ SCTX M 7 I� CATCH HAStN N O RLBND DRAIN INLET O SC JM ND l t !000-1a9? 19m-196M-9690-a9000 (FORMERLY ARTHUR BURNS! b 1 IOW-ta.W-9B.W-05]900 / O 19'Y,t `A W-m 99 B 10<p-19E�iX00-09. 691 / SE -TER VALVE i NOTES h e WATER METER I MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS 4 , SL.TX ML 1 / PDINT OF 91 ® CABLE TV BOK 1000-1a.W-O600-OSe.OW \ ® LOT NUMBERS v¢ BEL/NN. BUFFER AREA 2 THE SUFFOLKC COUNTY CLERKS OFFICEA SAND DISTANCES AS SHOWN ASR�FN[03ra MA77RUCK,EKED MARCH 31.2008 AT ROUND TELEPHONE'N UVDERG NE ILa4D' N20.1800"V- --_- -_ -- -- -- M1 N21 2020V 834N3' -- g2 Q VELL 3. ELEVATIONS REFERENCE NAND 1988 /?3'!3'017"✓NIS'S7 qyy 410.85' N2P'39'00"V ZOUa' N/F DOUGLAS A AND FRANCES M COOPER � UNAUTHORIZEDALTERATION ORADD/TIONTOASURVEYMAPBEAMNGALICENSEDLND -_ I/ 4. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATR NLAW 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS'EMBOSSED*OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES PRCPER TY 15 SUBJECT TO 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • DECLARATION OF COVENANTS AND RESTRICTIONS IN LIBER 11635 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PACE 254(NOT LISTED)AND USER 12389 PACE 816(NOT NEWYORK STATEASSDC/ATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS USTED) SHALL RUN ONLY TO THE PERSON FOR WHOM THE S=VEY IS PREPAREDAND ON HIS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEDICATION AND THE TITLECOMPANY,GOVERNMENTAL AGENCYAND LENDING INSTULMONLISTED HEREONAND HOMEOWNERS ASSOCIATION IN USER 12429 PAGE 522(NOT TO THE ASSIGNEES OF THE LENDING INSTITUT70V.CERTIFIG47IONSARENOT TRANSFERABLE TO LISTED). ADODKNAL INSTDUTIONS OR SUBSEOUFM OWNERS. • ELECTRIC AND TELEPHONE EASEMENT IN LIBER 12520 PAGE 531 (AFFECTS STREETS). 7. UNDERGROUND ODUTIESSHOWN ON THIS SURVEYARE FROM UTILITY MARKOUTLOCATEOON • ELECTRIC EASEMENT IN LIBER 10702 PAGE 482(NOT APPLICABLE) THE GROUND ANOWt RECORD PLANS BEFOREANYEXGVATKN IS TO BEGAN,ALL F • WATER EASEMENT IN LIBER 12495 PACE 137(PLOTTED) UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE j ______................._ __-. RESPECTIVE UTILITY COMPANIES Y 8. RIGNiB-OFWAV NOT SHOWN ARE NOT CERTIFIED 9. THE SURVEYUOSESMATHEMATKALLY 10 ZONING USE OSTRK:TAC(LOTS 1-26)AND LOT 27-PROTECTED. CI I DATE in DESCRIPTION APPROV. BY i REVISIONS Town of Southold 3 ' �� ,,I Suffolk County, New York = TITLE SURVEY SIli Property at Mattituck { SUFFOLK COUNTY REAL PROPERTY TAX MAP NO CERTIFIED TO: �� ',• TOWN OF SOUTHOLD' ZENrrH PROPERTY GROUP, fe f DISTRICT SCHEYERCOURTLLC; THE FIELDS AT MATTITUCK' BLOO( 0200 OOKLYN TIMBERUC 113,OD JOHANNA RICHARD 2012 TRUST. y1p pA L SII YIP SECTION STHL'jy LOT OW 002 GRAPHIC SCALE *+'e /Y�P L. K. MCLEAN ASSOCIATES, P.C. i ANDA /nMebyo9mythat frsmeP"sTIN(Nfrom macfelmn'n, z�* CONSULTING ENGINEERS & LAND SURVEYORS €} SUFFOLK COUN7Y REAL PROPERTY TAX MAP NO. c npANea by rtle a9,00W1020. +' I 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK TOWN OF S01TN0D: ^ Sheet No. q DI TRI 7, VQ �M-tom' "- ¢+f�cSosIiE��O� DQ'1g1etl BY G.L.B./D.M. stoic: 1"= 100' 3 SECTION fa 110 SIN FEST) ""--- BLOCK OBa _ 1 i h= 100 fL TAMARAL STILLMAN.PLS. LAND y' I LOTS 055 WD-05057 WOAACL wd 059COO-M 000 WCL 074000000075000 NYSPLS No.50.528 \-_- •+` OrArn H6 H T.L.S./D.M. 09eeNa 1200990000 087 Approve y LL.S 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPOSED BUILDING PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PROPOSED ASPHALT DRIVEWAY PROPERTY LINE SINGLE FAMILY RESIDENCE ONLY 1,�1 ••.•- EX.WATER � PROPOSED CONTOUR METER }I/L�Y �� 'C -11.9- E%ISNiC WHIWIR Rpq�— rRdAD gp. �-�� ('R; PROpOSEo sErrtc Taws �� VIOfj N781120 b PROPS SANITARY LEACHING POOL DATE 2/5/2021 H.S. E F. N O. R-21-0041 l q5 p0, £ a6 PROPOSED FUTURE EXPANSION SARNARY LEACHING POOL APPROVED Vu�ti. � —' P`mroSANITARY FOR MAXIMUM F 4 BEDROOMS R=1070,0 PROPOSED 8'ADS ROD'DRO"GE PIPE •75' ,^; PmPDSED B'e DRAINACE STRUCTURE(SOLID COVER) EXPIRES THREE YEARS FROM DATE OF APPROVAL PROP.U.G. ' �" 1 ELECTRIC I - PROP. PROPOSED WATER SEHNCE PROPOSED U.C.ELECTRIC SERVICE SERVICE /- I D NNS S 7 M UNDERGROUND WATER S'MIN, (`i // FX.UNDERGROUND TELEPHONE ' PROP. '+ ._.r } EXCAVATION INSPECTION REQUIRED TER ✓°� FOR SANITARY SYSTEM ` 1 d BY HEALTH DEPARTMENT 'MIN 7I Y \ 4 9• 4 e IN. Lp '71iy BUILDINGS: PROP SM 2 STORE RESIDENCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,. c MIN.' 00- FE Ir\F I 4 SEDROOM ZONING 10 MIN. ! My y-\ R-40(RESIDENTIA b 10INCE0MW.62_ ``O- DATA: OU sm#: 1000-106-08-074 � SITE AREA 0.75D ACRES `ay D: - / I 2 �• 4 BEDROOM Ir 1I 1 / RESIDENCE GARAGE I a 'W 1. THERE ARE KKOWN WELLS(DEW OR SHALLAW)WITHIN 150'OF PROR05F0 SANRARY \ W/ UNFINISHED F F•=65.90 L" 1 h TIRUCTURES. o h bti BASEMENT 1' 1- F.F._67.90 I d\/J 2. THERE ARE N KNOWN STORM DRAINS WRF9N 20'OF PROPOSED CESSPOOLS. �p ¢ j L �4` 3. THERE IS A MAIN AVA^AB E ON STANLEY ROAD. C I _ d - 4�'j 4. PROPOSED ARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. ` I _ SURVEY NOTES: - ` 1. MEASUREM ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM.LONG TSIAND ZONE. / •0 ( / 3. ELEVATIONS 5 WN HERE ON REFERENCE NAVO 1988. - �� 4. TOPOGRAPHO SURVEY OST"ED FROM 2014 USGS CMGP LDAP:POST SANDY FROM THE 4511,h'aGdlt NATIONAL IC AND ATMOSPHERIC ADMINGTRAIMN AS 111 5. PROPERTY SUI&Y PERFORMED BY LK.MdEAN ASSOCIATES,P.C.ON 5-13-2009 @ UPDATED e� ON 11-25-2 ti - IIt / W Ueo o T 20'x40' INGROUNp Pool (O I iPTH EXISTING PROJECT ti GRADE LOCATION \9 D 63.00' - Iia I >� 1 1 59 �I dlSTUR$ANCE _yg " ` CLAY AND SAND ���� AlAt `fcfT�Tj I 55.00' LOCATION MAP lTt SCALE: 1• 1.000' 145 6 SAND AND GRAVEL r C \ I S 2 41.00' s' - I 0.5' (HIGHEST EXPECTED GROUNDWATER) F � yq pl'PVS) TEST MOLE WATER ENCOUNTERED)&YOUNGI 2004 SITE PLAN SCALE: 1'a 40' MCHEST EXPECTED GROUNDWATER O EL 0.50' TEST HOLE #1 DATE BY DESCRIPTION APPROV. BY SEE TEST HOLE LOCATION MAP REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 20 PROPOSED SANITARY PLAN L K McLEAN ASSOCIATES, P.C. CONRUM DIOMW 437 SXTR COUiM RL MOIDAYM Ra YODI 11719 �maaa IA.s>x saoi v v w,v awn .I • ` . S1net No. `j ocet Br• MF/CFD scute: AS NOTED 9OI�OiK om.or.a 41�m®'cnnR wn + O) 91 QCT.. m —Amgr tS IerN4� Omm By MF Dots DEC. 2020 �� o'li - >mal>m-a APplo+4d er. RAS Fa.N. 20099.000 �I STOPPER OR END PLUG F.F. ELEV-67.90' 10'x 15'OUAZffE LOCKING CASTING TO GRADE ENCLOSURE WITH CDVER FINISHED (EL. 65.55) IN LANDSCAPE AREA GRADE GRADE ELEV. CONCRETE COVER 65.90' Ir 20' 1'MIN. �4 1' IN. MIN. 7 IC ='MAX. � 4' AX- �,EXISTIIBG — _— � D' GRADE ® CONCRETE CHIMNEY M SOR 35 PVC PIE PITCHED MIN. , 4'PER ,• SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SDR MIN 4'OLk 6• __ 6• M N.�C PIPE PRCH INVERT(IN) T -- ----- 1 g•P I, ED ELEY. 61.60' I 1 BAFFLE ,�• a 25' WALL CAST IRON PIPE SHALL INVERT (IN) g' INVERT(011T EXTEND THROUGH EV. 60.60' r ELEV. 60.10, FOUNDATION WALL A MIN. EL4' T OF 2'. INVERT (IN) _ (EFF. DEPTH) 6' SDR 35 ELEV. 59.10' ° p PVC DROP TEE M f sMS SECTION * Smm WLT BAN 3w a4=T 4' MIN. ■urr•• ,. 358 V to M r0 wsn Aw ws aoe art VAX ase�tTWO:rOR z uHp xAiwa rort AAvrm s to m-�wRAGr 8'0 1,250 GALLON SEPTIC TANK W/DOME a. raA 00 19t As twaFACTUan a LONG tsAro Dacus,ORA R maw 12'-0• 24"O-WATER TIGHT HEAVY DUTY FRAME & COVER NTc NOTES: 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. O 28 DAYS. I 3.0' (MIN.) sooty w Do,UD ,d.tA•t7AtQStR alt 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND I COLLAR aoia Xac oowt LOCKABLE. 3.0' (MIN.)— 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT COUM EXCEED TWO FEET IN HEIGHT. (TYP.) _ 4•UTIUIY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. R IS THE BOTTOM OF POOL 1- CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL ELEV. 47.43' I - I rtt�tmmv,a ntc AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 16'MIN. PENETRATION 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL '-INTO-A VIRGIN STRATA. ' COMPACTOR AT 6' LIFTS. S(J4_D&GRAVEL I 414x4•e,trt tstaot 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY L 4 ow nim DISTURBED AREAS. I �� 7.ALL--UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH H - f TYPICAL. CLEANOUT DETAIL • CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY 3' MIN. re HIGHEST BACKFILL MATERIAL STRUCTURE. CLEAN SAND AND EXPECTED G.UNDWATER GRAVEN (TYPICAL LEACHING POOL tlIGHFST.fRE9KE0_W_9EB.EL5V.=05Oj----------------------------------------------------- i DATE BY DESCRIPTION APPROV. BY REVISIONS dillTOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 20 SANITARY DETAILS L. K. McLEAN ASSOCIATES, P.C. oorautnwe ntclKau 4sT ta,ml calrtlar W.uoo,ourOl ttLv m,c,nu t m n�ot'Am�.oA+m'oaan1°"'caio' { t�^�'•' '0�0w 6J: MF/CFD sew: AS NOTED snael No. 77 Y� °Om`rtCao®ummr,a�1°o�..o i ..ro" Otan W. MF Doa: DEC. 8320 SQL tC9�M 1tAt pfOA O tR PI1K / AbormW 6r. RAS rue No. 20099.000 KiddS017IVO, e" k SITE PLAN DATA: , DEPTH EXISTING IgA t - w _ J GRADE ZENITH PROPERTY GROUP LLC �a K -PROPOSED CONSTRUCTIQI� o17, P - --ENTRANCE �- 2555 STANLEY RD. MATTITUCK NY 11952 rM Nr \ w`-'w w---_ I r - ' 0.0' 63.00' 1000-106.00-08.00-074.000 __ - E TE---� row w- � ; _ SITE AREA: 32,685 SF /0.750 ACRES ��-- C/'RIV A�� �Y ��j w---- `� `� LIMITS OF GRADING: 25 480 SF 0.585 ACRES �,��r --e-rte.---._ Ore R� [JA w---__w / AI _T ;;;E AD Spm {,�tD , �. w�^ NO WELLS LOCATED WITHIN 100' CLAY AND SAND ` 66� :� _n�r� �- r'r> Mafthick Hill / 55.00' . ON wm 45m o SNY PEfi�liD 7 7# �,Q-0 l ..► .-... i 295 82 i r�'.�}r+.'•!�'nf;�,Y.r' ys'�T., ;i; .y�s�r'iy�C��,'���,y. a4� r'• !'Q Q�` ' rl7 ..►� J•i�' lr�M. �'y,V. .aO~"'�' eL b�' � ,,a r..., y \-7 $ L 7 1 AREA STOC500 $F' tKpIL'E I �Dw1 I ` ! SUNSET DRIVE f / \ r0 1 r / ' ♦./ / �/ — �-- �' • , `,Ti�,.,+_'.p,N,. $ ,. ; -.:y ;,,.,x`, '41', , : r r • wti I t� � / - � o >:�V,.. ...Y��+r�'�,:•;-. ,��h �fix.:.•,�r ..,. e,, o J \ `- . .! \ SAND AND GRAVEL : -�`.,�, n ,,`��..Kir• ,f,? %R` �'' N n _ i �• --65 PROPOSED SILT FENCE .. _ „., � �• -' � �- AT ENTRANCE LOCATION j• 1 / caNsrRucnoN ENnw:cE_PoiNwTaN OF CDSPIC!®3/4'SIdE BLEND OR N.Y. y ... S,y + VAN OAT.MjLA"IE E7GS M ORAM WR TO 18' � d' �6�� —'� PROPOSED TRENCH DRAIN + t �\ / \ °' W/ 6” ADS DRAINAGE PIPEWA AS 22.0 41.00 I= Q _ _ �- 1 LDE', j / TO DRYWELL 0.5' (HIGHEST EXPECTED GROUNDWATER) PLAN vlEw _s�k , FES — / TEST HOLE BY YOUNG & YOUNG IN 2004 f CST 5:--63 ac ( / (NO WATER ENCOUNTERED) I f / J ` (� HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' R 0 A D -FOUPOGM°F°° LOCATION MAP i r62�' - �' TEST HOLE L E �,�'BN1fE BIDID DN NY.SPATE DAT.APMKNED NCA y s� FLL.Tots• )ABDYE E7QSTBO oxAOE wN Dwwuwe - +I _ �--� - N.T.S. SCALE: 1"= 1,000'PORCH j .,------� � � """'-'D / �~� CROSS SECTION _ DW2� h / %` -- -- - TEMPORARY CONSTRUCTION ENTRANCE ROOM 2 S BED / r-- J WA n mm RESI�- q tDENCE GARAGE I '' Q a� ROOF LEADER 1Q• / W/ UNFINISHED F-F•=65.90 �"'_' °°'� BASEMENT- — J TRANSITION '�J'' 0 % 1 - F.F. - r` /� �/ _��3 'X7.90 !� BR�ArICNowNmo-I BRASS oR — W`�J BRONZE THREADED PLUG U > 4" CAST IRON PIPE SAND b j� 6 / -o J (` 1?: MIN, PITCH- GRADE c O EABLE -0—SHEETING P OL / \ _ B.W. — � _ _ i 8" ADS 0 O 0 1:1 OR FLATTER 5' O" SIDE SLOPE SLOPE @ 1 X PLA!! J /� t IIv O'x4r6,/ ` �0 CONCRETE WASHOUT DETAIL ROOF LEADER DOWNFALL DETAIL GR N.T.S' NITS. ` s2 s3 } 59p� POOL ND 8" THICK REINFORCED CONCRETE COVER / 1 CONCRETE SLAB BELOW GRADE E 'E SURFACE AS PER SITE PLAN _ / � I X , r p �`` `E / / DIPP GALVANIZED, 1HEAVY DUTY BAR (,•R D.C. -4 - I�J I ` P.) /' `� N s 0- r .. / 0 3/4' DW. LIMIT OF�RADING - RECAST CONCRETIF E �t �i ✓ ANGLE FRME CHIMNEY ,f HOLE 4- ,59- . /V \ DEEP FOR NCONNECTINR PIN . 1 / 8q��, / / - 0 �M1III ®®®® ® PERSPECTIVE VIEW A A ' / /�/ / u / 9 r 8" ADS DRAINAGE PIPE ,' % v 6" ADS DRAINAGE PIPE FOR A - END VIEW O ` `�G ®®® TRENCH DRAIN ONLY. `w r 36 MINIMUM 2 x 2 _ \ � _, .- � FENCE POSt N I ` ' F qT�o� � ' f 4z ''f'I p®®® WOVEN WIRE FENCE - RIM p®® (6 x 6 - 10 / 10 •-3- NOTE S / . FNT — -o-1- • °1 \ ION -56-' a 0®® FILTER CLATH r 1. CONCRETE DESIGN STRENGTH 1 13®I� PER ASTM C31, 4,000 PSI AT 28 DAYS ` OOf 0® I(III= ' S" 4r �' 2. REBAR ASTM A-615 GRADE 60 13 CA EMBED FILTER CLOTH .I 3. WELDED WIRE FABRIC ASTM A-185 MIN. 6" INTO GROUND . ��" 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING CLEAN SAND & . -GRAVEL L.I r .. !. �'�". +' "a' tr .s. •�' • F F��F ` ` ' I Fltl • . Ml�U(M 4- SOLID BLOCK ct UM DRAINAGE AREA =� GROUND ALIBI dF F�pTR WATER 2'-0" Mi . 8'-0" Diameter 2'-0" Mi CLEAN SAND do 1/2 ACRE / 100 LINEAR FEET OMR END WALL FOR INSIDE SECTION O �qrF E'd US'r GRAVEL FILL.. SECTION DETAIL SECTION A—A TYPICAL SECTION 0 LEACHING POOL DW SILT FENCE DETAILS TYPICAL TRENCH DRAIN SITE PLAN , To������ \ e Sae1e N1! 2 2 -21 DETAIL N.T.S. SCALE: 1"= 20' ` AVBrZo `TF 7,pel 'U 0 20 40 R / LEGENCis Feet PROPOSED BUILDING co PROPOSED ASPHALT DRIVEWAY STORMWATER DRAINAGE NOTES;. GENERAL NOTE' 3-19-21 MF MOVED HOUSE 20' FROM WEST PROPERTY LINE CFD � --- PROPERTY LINE CALCULATIONS: 1. AS FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED DATE BY DESCRIPTION APPROV. BY C REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES THE LOCATION 0 F THE SC D H S —(�- PROPOSED CONTOUR REVISIONS � (2- RAIN EVENT SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES —11.0-- EXISTING CONTOUR DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE U IMPERVIOUS (ASPHALT) - 2,100 SF COURSE OF TME CONSTRUCTION. TOWN PROPOSED SEPTIC TANK C=(1,050 X 1)= 1,050 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE 01 APPROVED SANITARY SYSTEM F S 0 U T H 0 L D ✓ 1.050 X 2-/12- (RNAI FALL- 350 CF INSTALLED PRIOR TO DISTURBING MY SOIL OR MILLING; OF ASPHALTSUFFOLK COUNTY NY PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS HAS NOT CHANGED AFTER �LP� PROPOSED SANITARY LEACHING POOL IMPERVIOUS (ROOF) - 2,000 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE 0 �r/ ( CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE .. 0- _ C-(2,000 X 1)- 2.000 COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED EY THE MOVING THE HOUSE. THE FIELDS AT M ATT I T U C K O E ��� PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 2.000 X 2"/12- (RAINFALL)= 333.33 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN N-) OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. N —B PROPOSED SANITARY PIPE PROPOSED DRAINAGE CALCULATIONS: 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL —D PROPOSED ADS ROOF DRAINAGE PIPE ASPHALT DRNEwAY (DWI) SEDIMENT THE �N�L MEASURES DEPICTS ARE IN PLACE, AND APPROVED _ LOT 20 STO R M WATE R Cf) 350 CF REQUIRED ryf� ! \ -0 (W B'4 DRYWELL- 350 CF/42.25 CF/VF- 8.28 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION / ��- y MANAGEMENT SITE PLAN TWIA PROPOSED 8'16 DRAINAGE STRUCTURE (SOLID COVER) PROVIDE (t - LEACHING STRUCTURES 28 DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE 4- C �� A 'P N PROPOSED U.G. ELECTRIC SERVICE ROOF (DW2 & DW3) L.L K McLEAN ASSOCIATES P C CJ � 333.33 CF REQUIRED � P.C. N O PROPOSED WATER SERVICE 8'4 DRYWELL- 333.33 C,E/42,25 CE/VF- 7.89 VF CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKNAVEN, NEW YORK 11719 PROVIDE: (2)84 LEACHING STRUCTURES 04' DEPTIJ LQ p� --o-- PROPOSED SILT FENCE THE LaER" LAM OF THE SATE of O 7W PROI+IeITs �. �J� Desi By: MF CFD Scale: AS NOTED Sheet No. ANY PERsoN PROM ALT7>SPKi ANYIHINO oN Tt1E DRAWrws , Designed Q AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS TI'S • Y' EX. UNDERGROUND WATER tR�E�THE oBIxROH of A UC04SM PROnMONAL ? •i 7 97 j ® ENGINEER S*K WEAL,DATE ANO \.. ' y: MF Date: FEBRUARY 2021 SW " SUCH ALTERATIONS ARE NAND THE POMESW44L ENGI �� Drawn B DRWNO AND/OR IN THE SP0*=ION (NYS 0.LAW TEST HOLED THE Put ExTExT of THE ALTvrATwN ON THE l0 .�, . Approved By: RAS File No. 20099.000 SURVEY OF PROPERTY ON THE X 66.70 ASPyAL T PAVEMENT STANLEY ROAD SUBDIVISION MAP OF X 65.6 62.5 , r CPRIVATE X 64.1 x s0' WIDE) r r THE FIELDS AT MATTITUCK 66.16 rC= ,5 ' .- 65.20 = 4. ' = LOT 20 T _ 6377 CONCRETE CURB 6x10 FILED MARCH 31, 2006 AS MAP NO. 11370 E E `'�N78'll'20•E PLANTER APRON ��00' ® R=100,00' L=87. 5' ��BURIED)9 SITUATE AT 3' 295.82' MATTITUCK PLANTER I i z TOWN OF SOUTHOLD d4' y SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 32,685± SQ.FT. OR 0.750± ACRE /2' NOTES 1 u3 1 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 1 j '41 I I 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK',FILED MARCH 31,2008 AT V I THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. I I L6 3. ELEVATIONS REFERENCE NA VD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND N 3' 6240 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE 1 / _ \ 10.1 EDUCATION LAW. I l i PLANTER I BRICK WALK ��.. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 65.45 R'U DRL 65.51 I \\\3�\�' LEGEND SURVEYORSEMBOSSED'OR'INKED'SEALSHALL BECONSIDERED TOBEVALID TRUE COPIES. L•- WOOD x 64.80 % �� �� 18.9' m STOOP 13.4' ------46.8'- - o I 3 of 9 6 `� 30.1' GF EL. ' \ 61' QE '•••••••••••• ELECTRIC MANHOLE 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED/N O - ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BYTHE 19 I 3 6 6 Lj 650 ¢ I �I� 0 CABLE TV BOX NEWYORKSTATE ASSOCIATION OFPROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 5 A�LU«M N 2 STGRY 3 ¢ ' SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO GATE FF EL. 13' 3 2� LOT NUMBERS THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND 2 WOOD 677 FRAME Q N i �3'<�I TOTHEASSIGNEESOFTHE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 2 I LANDINGDRL 3'a DWELLING _ v W I y O .............. BUFFER AREA ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 65.23 In _T_.............. UNDERGROUND TELEPHONE v 31.1' 64.77 I - 2 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT LOCATED ON W DRL FF EL. �\ j TELEPHONE MANHOLE THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL v 2I v 354'67.6 ,r C/£ DR L_-_ i�.�\ rn TQ """"""" UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE W. DRL WW CONC. WW CONC. WALL � 1 RESPECTIVE UTILITY COMPANIES. W 65.24 6512 ¢yy O •.....••....•• DRAINAGE MANHOLE BLOCK �1, -.-._. -. -. 3' z 3 3 I RET. WALL 5'ALUM. FE. I 3 -E-•••••••••••• . UNDERGROUND ELECTRIC 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. -W-•••••••••••••• UNDERGROUND WATER 9. THE SURVEY CLOSES MATHEMATICALLY. p I ••••••••••••.. CONCRETE MONUMENT 10. ALLBURIED UTILITIES(WATER,ELECTRIC/TELEPHONE AND GAS)SHOWN ON THIS SURVEYARE INGROUND BASED UPON AS-BUILT INFORMATION PROVIDED BY THE OWNER/DEVELOPER OR THEIR DULY (b In I SWIMMING ® '""""""' WATER METER AUTHORIZED REPRESENTATIVES(INSTALLER)MEASUREMENTS. :110 20'40' D4 """......•• GAS VALVE ti I y CV) ® """""•••' ELECTRIC METER Z I CONCRETE SLAB v DRL ••........... DRAIN ROOF LEADER OF N 1E Ewr CIE CELLER ENTRANCE ` 0 W y WW .............. WINDOW WELL �\ Q,�` L. Shj E. 0 •.......•••••• DECIDUOUS TREE l • �' ~ x64.77 ••......•••••. SPOT ELEVATION • � \/ �PBS O TC .............. TOP CURB - RID ............•• ROOF OVERHANG NQN !u �'OODep GF EL.• •• •• GARAGE FLOOR ELEVATION 05 528 �O O DIS17�jh;8 o FF EL.•..••...•..•.. FIRST FLOOR ELEVATION h ' 1. ANNE EbtAHoS�' l l NATCi .1. .............. - RAC V • ' CONIFEROUS TREE TjO� R ,l .............. CONIFEROUS SHRUB STENT DATE BY DESCRIPTION APPROV. BY I BUFc'ER REVISIONS Town of Southold Suffolk County, New York OQ.• �` 1 Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP 1 hereby certify that this map was made from an actual survey Final As-Built js DISTRICT 1000 16 completed by me on 04/26/2023 and 07/03/2023. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 523 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 // _ � D�a ��� 437 SO. COUNTRY ROAD, BROOKB:AVEN, NEW YORK LOT 074.000 Is -- su Ky�d B, CM Scale: 1'= 30' TAMARA L. STILLMAN,P.L.S. Sheet No. NYSPLS No. 50528 Dro.a Dy DM Dom: 05/04/2023 Il SAShared With Me\Projects\20099.000 Fields P Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 20\20099.000 lot 20 Final As-bulltdwg 7/7/2023 9116 AM Tamara Stillman - Approved By, TLS FR.No. 20099.000 Il I sT�, I SURVEY OF PROPERTY ON THE LEGEND SUBDIVISION MAP OF OE ELECTRIC MANHOLE THE FIELDS AT MAATTITUCK WATER VALVE �� '--� .. •..'•"•"'WATER METER LOT 20 `1/7 1, CABLE TV BOX � C J BV ,� FILED MARCH 31, 2006 A`9 �of . 7 ! `:i ..............DRYWELL r' , -E ASPyq�TPgV "�� SITUATE AT , ..^,. ENENr �� RIM=6y53 ® "' " """CATCH BASIN J U L AN�Ey- `B���' ° MATTITUCK - 2023 �,lr r CPRIVq jE RO,gD _ —T— UNDERGROUND TELEPHONE 5p• w"Pe, r- - •�.—e QT ' " ""'TELEPHONE MANHOLE TOWN OF SOUTHOLD �78112D E '� F—F—` —E— - UNDERGROUND ELECTRIC P�'e TT71 H\ SUFFOLK COUNTY,NFW: OR' �DEPT. UNDERGROUND WATER c y, " r.-�r 77. „ h'-1070.pp' ..............CONCRETE MONUMENT L=87, $- GRIM-62.29 ..............PIN W/CAP SET AREA OF PARCEL = 32,685± SQ.FT. OR 0.750± ACRE �� /O\ -� !BURIED) eo• ro• ® IBI+1 -- 1W A NOTES W 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. y � � 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MAT7ITUCK;FILED MARCH 31,2006 AT PAS-BUILT f�c; AS-BUILT SANITARY THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. DISTANCES FROM CORNERS OF BUILDING 3. ELEVATIONS REFERENCE NAVD 1988.. 16P/ A B 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND r I ST 20.5' 42' CENTER OF COVER SURVEYOR'S SEAL 1S A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE LP 31' S3' CENTER OF COVER EDUCATION LAW. P-0 l 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. rGNCN 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN I ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE M ° NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO f 2 STORY FRAME THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND o f HOUSE$ GARAGE o T TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. C Cf) 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON DECK THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL N UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE OI /Dv\ RESPECTIVE UTILITY COMPANIES. 0 CD (�p1 B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. N X_x- 9. THE SURVEY CLOSES MATHEMATICALLY. o I I f**p o I IM o ► ��� D I SUFFOLK COUNTY REAL PROPERTY TAX MAP DISTRICT 1000 0 �O SECTION 106.00 20. � \ BLOCK 08.00 I LOT 074.000 �AVW // .C VFGE^7ATIO� i 1. ReT eNTJGN 8U7 r F 00. �nc m< nc N]FRAOON ov�vc SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE DATE Bl' DESCRIPTION APPROV. BY Date 12/27/2022 H S. Ref Na. R-21-0041 _ REVISIONS O TOWN OF SOUTHOLD The sewage disposal and water supply facilities at this location have been SUFFOLK COUNTY NY inspected and/or certified by this Department or other ageneses and found \ to be satisfactory FORAMAXIMUM OF 4 BEDROOMS. THE FIELDS AT MATTITUCK LOT 20 SANITARY AS-BUILT 'apt:NEW?, g CRAIG KNEPPER, PE.,CHIEF `p�'u,q1/! Op PLAN N L Office of Wastewater Management L. K. McLEAN ASSOCIATES, P.C. 9 CONSULTING ENGUI= 4W SOON MMU RDti GROOI MAVEN,KV YORK 11719 SITE PLAN 0 D o SCALE: 1"= 40' o� esigned Br MF/CFD s�Ia: AS NOTED sNret Nv. 'o LAND � 0r By, MF 0ete: OCTOBER 2022 SA3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved eY RAS Fre NG. 20099.000 MDQ � TONN COMMENTS r. e II ZENITH ' ' IL o W A allAL I TY NEVI HOME MODEL E3Y ly dd p a w OASIS AT MATTI TUGIG, GORE. o z — I Z tu 11 11 1 11 1 Jill 11 LU l� 0 IU m Z q �W' I � '"_ W FINI5HED 5EC0ND FLOOR I Jill 11 11 11 1 Jill 11111 Z LU Oz � z FLOOR AREA TABLE > FIRST FLOOR 1,3"13 Sf (� N O Q SECOND FLOOR 1,1241 sf , z 4 - 6ARA6E 585 sf o BASEMPORCH (06 1,406 sf 66 sf z N TOTAL LIVING SPACE 2,502 Sf 0Ll 0 CONDITIONED FLOOR AREA 3,4108 sf (INCLUDES BASEMENT) FINI5HED FIRST FLOOR _ _ _ _ INFILTRATION VOLUME 42,583 cf w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTIC 4 BASEMENT) oAFc FINISHED GRADE F ,� I I I I I I I I I IINDEX TO I RANINCS I I I DRAWING No. I I I I I I I I COVER 8 ELEVATIONS A-I I I I I I I I I I I I ELEVATIONS A-2 E�'f;t?t4., C, 11 � 2021 DEI Lc FOUNDATION PLAN A-3 I I i t I I I I I I FIRST FLOOR PLAN A-4 I I I I I I ( I I I I 2nd FLOOR PLAN A-5 p rJ —L-1I I h WALL BRACING 8 ROOF PLAN A-6 I I I I I Fj —J I IJ SECTIONS $ DETAILS A-'1 O - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - tel_ - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - NOTES A-8 O c4 f- - - - - - - - - - - - - - - - - I— i -1 1— -T � — - - - NOTES A_q oo O r FRONT ELEVATION DEC, 2 12021 � � T _v_ SCALE. 114" - 1 ftrEfT TOVVN'Ci SCJT 001 DIU O p ON! cj N 43 %3U_ p a" Z T_ Qd v Z (S) � vw ks) � J� o� O � N O DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER I' � I i Z Z O Q V Lu_ O LU Hill III 111 11 O N O A 11 11 11 11 11 11 H z _ Q _ _ - �� �--- - - - - - - - - - N n o g 4LU } id I; mMM A� HJ wm � z Z 5 � Z d) z �lz LLJ �z a� IKw ® O x_� mid REAR ELEVATION � n�, � o� � SCALE: 1/4" = 1 ft 0 Q p Ff leiY X11 V E R E D C t! 2021 -- D ssO � 12 12 Q F- 8 o OL - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - m 12 12 e, —18 o vIL = N 0 0 E3 E3 El B 03E3E � N 1u z 4 OL za EID E3 ® 1:1 m 0 op S9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® ® ® ® � ® NL IL < � N O O DATE: FEBRUARY 2021 REAR # 51DE r SIDE ELET O SIDE ELEVATION ELEVATIONS SCALE: 1/4" = I ft 5CALE: 1/4" = I ft DRAWING NUMBER A - 2 A 235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER Z Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O O ~ � O A-1 [No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.1] V _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 2x8 [UG315] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED f ` OU v 0 BITUMEN ICE SHIELD BARRIER[RQ05.1.2] [R57.2]x 4" GALV. LAO SCREWS AT I6" O.G.5TA66ERED 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES W 1 I 1 [R50 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES 1L !Y 71-6 1/2" STRUCTURAL PANEL SHEATHING [R503.2] O IL 2'-0" 3'-6" R-3Q OL05ED-CELL SPRAY FOAM (5PF) INSULATION Q 2 W 14'-10" I6'-2" 4'-6" 5'-6" 14'-O" 6'-6" 4'-6" 5OLID WOOD BLOCKING z N O DECK LATERAL_ r CONNECTION O O (R5O7.1.2] P.G. FTG51MP T 2 EORE-55 WINDOW HELL tV N - - - - - INST L LAW 8" CONCRETE STEM HALL ON GEILIN6 JOIST < M UFAGTURER'S PROVIDE FALL PROTECTION OTINO Q N 5 E-GIFIGATIOPIS DRIP EDGE [RGO5.2.8.5] BASEMENT ENTRANCE STAIRS PIGAL-2) (TYP-3) J 8" REINFORCED CONCRETE RETAINING WALL - - - - - - (2)-2x8 P.T. GDR 1x8 WOOD FASCIA ak #4 REBAR AT 12" ON-CENTER EACH WAY - J I- - .J I- - 1 I/2" GYPSUM WALLBOARD ; SOFFIT VENT STANDARD HOOK AND LAP INTO 16" x 8" P.G. ( I u q EG FOOTING. 2" MIN REBAR COVER I- DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID I- d) I I lL ABOVE �p I I I MINIMUM 24" LAP SPLICE LENGTH [Rb02.3.2] I i INSULATION TO WOOD FRAMING PER 11° c1 I II I m I II n II I I i I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND AREAS AND TO RE515T A La-�L - L - N 4 - - �' - - - _j L0_ - J L , ! + SUCTION LOAD (EXPOSURE BMINIMUM )IOR 40 psf f fit} - - - - - - - - - - - - - - - - - - - - - - li (EXPOURE0). - - - - I - - - ' i - - - - - - - - - - -- - - - - - -CASEMENT - -- - I 3 H ND I [ 11.7 8] GONG FLAT] � � -e b - - - - - '- - \ F AND STEPS I �(P 1 E&RE55 WINDOW - R ESS"WI OH I I ON 13 RISERS > DRY LL I I `r PLASTIC HOUSEWRAP INSTALLED UNDER FOAM - -- - OL - - - - - - - - - - - - - - J L _ _ _ _ - -�3- J EMERGENCY ESCAPE 8 RESCUE OPENING INSULATION. INSTALL AND TAPE ALL SEAMS PER I3o6e [R310] 2x4 WALL STUDS AT I6 O.G. MANUFACTURER'S INSTRUCTIONS [R703.2] R-15 UNFAGED FIBEROLA55 BATT INSULATION z 0. i I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 BASEMENT L- - I I/2" 6YPUM WALLBOARD RIGID FOAM ILS HITH AN. INSTAL!54" _ _ �-- - - - - - -� I � GAP-HEAD NAILS WITH AMINIMUM /4 S 4' P.G. SLAB I R-13 2 CLOSED-GELL 5PF INSULATION PENETRATION;SPACED 12 O.G. PERIMETER AND tt I I 12x8 PLATFORM O I I I6 D.G. FIELD. ( ry (ALSO AT RIM J015T IN SECOND ! BA5 WATER HEATER I 1/2" STRUCTURAL PANEL SHEATHING I � FLOOR PLATFORM - NOT SHOWN) A. O. SMITH Q f &PVT 5020 200 HbI I z -� ;p GA�AGITY = 50 gal I 3/4" STRUCTURAL PANEL SUBFLOOR 2x 50LE PLATE I I'� I i NOTE: u. - I - ' HOLDDOWNS ARE N AFGO ZIP MODEL 4X I 2x BAND JOIST NOT REQUIRED FOR x 4"m 5TL COLUMN ON N - 2xb PRESERVATIVE TREATED SILL [UG2] 1-L- i�,Z 15 THIS PROJEGT. 4'-O'x4-o"x14" DEEP P.G.FTC. I �, Iz I I ® (TYPICAL-4) AT 8' ON-CENTER EACH WAY L - - - I iV dx FLOOR JOISTS 0 0 I I t e C� I I - COPPER TERMITE SHIELD ly N OVER SILL SEAL dO ` - - 2x8 [UG3B] P.T. LEDGER /' ) fl O 1 ( 1/2"<P x 4" 6ALV. LAO SGREWS I I `® I EXTEND 51DINO TO WITHIN 12" OF FINAL Q I 1 (3)-1.75x11.875 LVL GDR AT 16" O.G. 5TA66ERED II GRADE FOR HISTORIC, DISTRICTS N I f f 2x6'FJ-1- p WOOD SILL PLATE TO FOUNDATION ANCHORAGE f ' I i< I I DOUBLE FRAME [- 1 -� (ENG{N�.ERED DESIGN) [- - - - - � r -- - ...1 r - - - - � [R5O7.2] I � _! MINIMUM y2" dia. ANCHOR BOLTS SPACED NOT O AT STAIRS FS LJ I � 1 GREATER THAN 6 FEET 0N-CENTER EMBEDDED Q I I I _, I I ( i .� I I I J I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE V ! I UNEXCAVATED I �' - - " -"-"?_ . . - -- -- "-r '"� -' '' "'" -- "- -- -- ?__' -"- -- -- CELLS OF CONCRETE MASONRY UNITS. THE Z I I I I I I BOLTS SHALL BE LOCATED iN THE MIDDLE THIRD _ BEAM POCKET I I I I I I I 3-p OF THE WIDTH OF THE PLATE. A NUT AND (� WASHER SHALL BE TIGHTENED ON EACH ANCHOR F i� (TYP-2) L - - - - J L - - - - _IL - - - - J L- - - - JBOLT. THERE SHALL BE NOT FEWER THAN TWO II-8' 10'-4" 8-10 e>. -8" ( m V BOLTS PER PLATE SECTION WITH ONE BOLT O m LOCATED NOT MORE THAN 12 INCHES OR LE55 z i p N U � V Z_ THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH ILo d5 �C O END OF THE PLATE SECTION. WALLS 24 INCHES .. } z ui o 3'-8° dJ TOTAL LENGTH OR SHORTER SHALL HAVE NOT O p r�n a �? Z W U Z I i I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -�`'J "`' (� ,-" 4` t- O Z CENTER BE THIRD TTACHED OF THE TO TE ADJACENT NANO WALL Q w SL m �g� J Q Z Z Z �0 r I I Q PANELS AT CORNERS AS SHOWN IN ITEM 9 OF Q V N v S v W tf� W z p I TABLE R6O2.3(U. �Qu KW -0 ~ Q- J Q I I 10" POURED CONCRETE FOUNDATION STEM WALL IL w I -� I > p �p Vit p� (y J m Q H ( I UPON 24" x 12" Ht GONTINUOUS P.G. FOOTING N I I I R-II BASEMENT WALL BLANKET INSULATION O w ? O l� > o 4 IL Q I I MINIMUM 3'-0" DELON GRADE x �� I l i I I 0. (� t(�� - - - - - -)- - N V uN� I I I ( I I I P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL � O j +i- v' Q Q O I LESS THAN OR EQUAL TO 8 ft: CONTINUOUS Q tL d) z QO, HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR l_ - - - - - - - - - _ _ r- - _- I I I = WITHIN 12 INCHES OF THE TOP OF WALL STORY AND O t-J '� (- - - - - - - I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ L- - - - - - -- - - - - - -. - - - - - - - - - - - - J I � I I ( I I � STORY;OTHERWISE, SEE PLANS [TABLER4O4.1.2(SI � - - - - - - - - - � I ti 6 I-•- - - - -` -- - - - - - - EXPANSION JOINT - - -- - - � _ - - - - - - - - -I i - - - - - - - -- - - - - - - - - - - - - - I _ DECK I o 1� ! O I N Q ABOVE I ( 4" P.G. FLOOR SLAB - - - - - - - - - - - - -= - - - - - -- - - - - - - -- - - - - - - - (_)-2x8 P.T. 6fP4; _ __ 2x8 (UG3B] P.T. LEDGER ` POURED CONCRETE FOOTING 6 ��c''� or, •�r�, °"ti. 1/2"(P x 4' 6ALV. LAO SGREN5 AT 16' O.G. ON UNDISTURBED SOIL [R403.1] ` 6 MIL POLYETHYLENE FILM J - - - -L 5TA66ERED [R5O7.G] f - - - - - -_ CONTINUOUS UNDER STEMWALL P.G. FTG 2" 2" T"rFIOAL WALL SEOTION 22'-8" 7'-4" 12'-4" IO'-0" 17'-10" SCALE: NTS 2021 4"x4" NG4B] PRESERVATIVE TREATED POST WITH 6ALV. METAL POST BASE ANCHOR ON D 12"4) x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM MAXIMUM SUPPORTED LOAD AT 7' DE51ON DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) (ENGINEERED DESIGN) 0 �� A O � r A-7 LL v m FOUNr�)ATiON FLAN 3: o � N SCALE: 1/4" = 1 ft O z o N LL) o STRUCTURAL DESIGN NOTE Uj v �- OCEL V z In accordance with the 2020 RGNYS; structural 0-X Q �-- < WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and Xt- < -1 steel/wood composite columns, beams, headers and <d �j OL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: E' WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS 2 n ry A UNITED WINDOW 3900 3050VGI 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 d q) 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 sq 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE J u C UNITED WINDOW 3900 TWIN 305OV^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf(50 sf) 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained in the prescriptive design O y O D UNITED WINDOW 3900 TRIPLE 3050VG^ 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf(50 sf 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WiTH GRILLE provisions of the 2020 RGNYS 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 120 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WiTH GRILLE O t4 F NOT IN PROJECT F Were de,519ned In accordance with m G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf(20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. O H UNITED WINDOW 3900 SPS-7G FIC 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 JI 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 as walls and fenestration that: J UNITED WINDOW 4500 PD6068`/ N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sfj 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE DATE: FEBRUARY 2021 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 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.6 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCk1600 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 8 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 NIA N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA••TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 7-ib wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 112"(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] where such elements occur In thelans, 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 '7I'-6" NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION CON5TRUGTION 2'-0" 3'-6" O CODE OF NEW YORK 5TATE v N 10' l0'-8" 'T-4" y RIOTS COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 EC4-GNY5. Both RE5check N.S. MAJESTIC QUARTZ 32 DIRECT Department of Energy) and REM/Rate (Norelco) computer A-� VENT OAS FIREPLACE. Z La INSULATE 4 AIR-SEAL ALL software was utllitze to demonstrate compliance. All O -1 manila provisions of the 2020 EGGGNYS - Residential WALLS,CEILING AND FLOOR OF V W a THE CHASE. INSIDE WALL I.L. Provisions are In force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR W TEP5 SURFACES SHALL BE J R105.2.2 WRITTEN STATEMENT: To the best of my knowledge, FUTURE SOLAR ELECTRIC INSTALLATION [TIO3A] l belief and professional Judgement,these plans comply with the HALL OGKAND TAPED. !L D GLOSED_CELL 5PF FIRE5TOP5 5HALL BE CAULKED W 14'-O" �-� WALL SHIELD AND CEILING Energy Code. Furthermore,as a RESNET certified rater(1.0. WITH CAULK HAVING A 300° F Z „ No. 26143c17), I certify that these plans comply'with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TiO3.8] sC� _ MINIMUM CONTINUOUS EXPOSURE W f •. ,.-' Energy Rating System (HERS) program. A signed certification INSTALL 2"4) VERTICAL SCHEDULE 80 PVC, CONDUIT 5/4x6 DEGKING Q RATING. COAXIAL VENT HAS z N O (i =------ - of compliance with the HERS program (HERO)will be submitted THROU&H ALL WALLS TO ATTIC, WITH TEMPORARY PLU05 u� OUTSIDE COMBUSTION AIR of the constructed building to demonstrate complione. OR GAPS AT EACH TERMINUS[E3802.3.2]. O �O INTAKE. N N '' GYPSUM BOARD i R301.1 CLIMATE ZONE: 4A Suffolk,NY o J OG (V t�`I _-_-_ 36" GUARD [8312.11 3°3 � CONTINUOUS BEAD OF _ ___ _____________________ ------- -___-- Q SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 C------- ---- -------------------------- Simulated --__--_-----------__--_- - Simulated Performance Alternative,and the provisions of I I 1 610 SLOP, 6°610 5LDR (2)-3050 ry cV := GYP5UM BOARD Sections R401 through 8404 labeled "Mandatory." r---j----j ® ---- (2)-2x12 HDR )-2x12 HD J�i (2)-2x12 HDR _____ l�- ,_ I I DW I I I i Mandatory requirements: BASEMENT ENTRANCE i r-' �-------'--- u �I ill r-------------- _ `fl N l (' R401 3 CERTIFICATE: Builder to post per Code. DOWN -> j II 011 1 WALL LINE ABOVE 1 d ? I CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 :_ " O PL TE Ht. 3 " A •F LA E H.. � I ASF l z z l i 1 O I SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. 4 �Ii I I R402.4.2 FIREPLACES: Factory built with UL 171 doors. __ __ _______ _ _ _ __ __ j CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule t I ITGH N w - �- ! � Ifll SIL----' '-- - ? ( EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and2 F ® �---� UNIT PERIMETER hot water heating appliances to be direct vent with both 23'-4 I/2" _ `f'-O I/2" I p o p intake and exhaust pipes installed continuous to the in \A i Q outside. ' 31/2" WINDOW UNIT R402.45 RECE55ED LIGHTING: IG-rated and labeled as `� (� 0 6 N i I _ _ having an air leakage rate of not greater than 2.0 cfm __ N i i i i 1 O �I N ry s per Code. 6 UJ R4o2S MAX.U-FACTOR 4 SHSG: See window schedule. ---------------� N w a I I d i i (v) FAMILY ROOM 'u -- I R403.1 CONTROLS: See plans for thermostat information. I dl - _ m 1 I 4'-3" I I �O IY R403.3.2 DUCT SEALING: All duct Joints shall be p I i _ j-_ I I� 1 1 mechanicail fastened and sealed with duct mastic - 1 I p - l. CONTINUOUS MINIMAL sealant. Appl mastic to duct seams. I j GARAGE EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE�TING: A duct air-leakage test is not �11 I k 5" P.G. SLAB v 1'-3 /2" i i i 1-7 ti UNIT PERIMETER required under exceptions 1 and 2. pl 4 PITCHED TO DOOR r _ ' I F i i NOTE: q'-O" CEILING HEIGHT �) 20 cfm CONT. TO ERV c R403.35 BUILDING CAVITIES: Framing cavities shall not be _ I U -ri ? I I 1 THROUGHOUT FIRST STORY 1 [M1505.4] f' used as ducts or plenums. l L I I I Q -- R403.4 MECHANICAL SYSTEM PIPING INSULATION: insulate N I O N i �? � § I�_ I F N mechanical system piping carrying hot water to an I � .......... R-value of not less than R-3. - ( 1 x 25 cfm CONT. X X I 111 R4035.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION N WALL LINE ABOVE --i o MI ERV T i Q 1 r 287 28 l0 1 a) 1 SMOKE 4 G.O. SYSTEM: Not In project. I I SELF-GL051N6 20-min I - [MI505.4] 1_ 7" x 7" P5L COLUMN I DETECTOR(TYP) 2410 cV 1 M cv CONTINUOUS BEAD OF HEAT DETECTOR ON ' O SEALANT R403b MECHANICAL VENTILATION: ERV continuous I F.R. DOOR[8302.5.1] (2)-1.75 x 11.875 LVL `n N N N is ! ventilation system specified in the plans exceeds the 1 0 1 FLUSH HDR m C� (2)-2x10 R minimum efficacy of 1.2 cfm/watt. ________� 1 R403.1 HVAC, EQUIPMENT: Sized In accordance with ACOA ``-_"` i L_ - _ _ (4)_1,15 x 11.875 LVL FLUSH HDR (2J-1.75 x 11.875 LVL FLUSH HDR HDR Y M BOARD Manual J and Manual S. N m _ __ N (3)-1.75 x Ib LVL DROP HDR-_ __ __ (ENSINiEERED DE51GN) ---- `----—-(5-N)t� (E-N-5-1NEERED DE510N) BEARING WALL 2810 G PSU R403.& MULTIPLE DWELLING SY5TEM5: Not applicable : �- N (ENGINEERED DE51GN) 172' " I i R403A SNOW MELT: Not In project. ! a I 2`170 I 8403.10 POOLS AN SPAS: Not In project. ---------------� it 2x10 STUD WALL AT 24" O.G. i Pro I TECHNOLOGIES I I CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not in project. I 1 HVAC R.A.G. CHASE li MODEL 7705 I I ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps In at I Ali PROGRAMMABLE 20 cfm CONT. TO ERVleast CIO% of permanently installed fixtures. i INTERIOR GARAGE WALLS: = G)_ THERM05TAT [MI505.4] BATH CONTINUOUS BEAD OF 1 - — oI R-I5 BATT INSULATION - o Vp SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was I yz" GYPSUM BOARD l_ 3/4" N N X used to show compliance with the Energy Code. REM/Rate p I I - N I i FOYER Q �- N �l� .�.__._____.._-.__..-_._ _-_.__ . .._ _ software was used to model the building performace - see i GARAGE CEILING: 2� - dJ li OPEN TO ABOVE O O (� ------- --.-_.__._._._________....______________.. 2020 IECC Energy Cost Compliance report provided with N 1 O i o m 1 _ " DEDROOM 4 tL } C) : x L I yz GYPSUM BOARD yl 0 1 O 1 O v 2 CLOSED-CELL 5PF Permit Application, REScheck was used to model the bulldin - cvl DINING ROOM .A App g � [TABLE 8302.6] o- � i u- performance based on national standards - see RECcheck : I , I 1 -- Compliance Certificate and Inspection Checklist provided with a Permit Application. I 1 31 I/2 12'-5" `n 1 10'-3 1/2" _ l il� Q ApP (2)-1.75 x 11.8-15 LVL FJ - --- -- - _ I � y i; SHOWER 1 I V UNDER SECOND STORY WALL ( PANTRY ' W I„ 1 I dl N 1 - O 31/2 ( 3 I/2 1 1 1 (n 1n Z IV 1 I x y 1 :n :n 12' 7 1/2" �"--S"p' 41-1 v CONTINUOUS BEAD OF -� r --------- SEALANT 4 �1 d) z (� J..K- _ :� WZ � U.j Z -------------- _ _ ------- = f — .— J O (�� ! -----J 3068/(2)-1061'SL i' = = cA - ----- ! GYPSUM BOARD p 22'-i" I _ I O (� j R' 4 cv fn m PORCH WALL LINE ABOVE --� 2`F7° z w -- ---------------------------- IL (3)-3050 5/4x6 DECKING (3)-3050 i Q (�J O O CONTINUOUS BEAD OF A 3050 A 3050 ! (2)-I.'f5 x 11.815 LVL HDR (2)-1.15 x 11.815 LVL HDR J m < Lac- I O O - - - - - - - --- 4x4 P.T. POST p- O > Q SEALANT O (TYP-2) OD o Q Q CONTINUOUS MINIMAL " V (a EXPANDING FOAM AT WINDOW PLATE Ht. 8-5 ASF PLATE Ht. q'-I" ASF __ __ __ __--® Q n UNIT PERIMETER �\ WOOD 5TEP5 I WINDOW UNIT(OR WEATHER-PROOF DOOR) 1� b'-4" 10'-O" 6'-4" 6'-6" b'-6" l2' O (2)-2x12 UPSET HEADER MA.»•aqra., 3I CONTINUOUS MINIMAL I 22-8' 7-4 13-O' 10._011 ;= EXPANDING FOAM AT WINDOW UNIT PERIMETER AIR SEAL I NO NOTES TABLE R402»4.1.1 .2020 l z ".tr�. AIR BARRIER AND INSULATION INSTALLATION ( ] ! CONTINUOUS BEAD OF INSULATION INSTALLATION SEALANT COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be installed in the A building envelope. p DEC 0 8 2021 j I General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as A-7 QE,.�' ����Q i6YP5UM BOARD continuous airbarrier. a sealing material. i� i! CONTINUOUS BEAD OF Breaks or oints In the airbarder shall be sealed. ADHESIVE The air barrier in any dropped a ny gaps i shall be I 'ST x.00 PLAN aligned with the insulation and any gaps in the air CONTINUOUS BEAD OF barrier shall be sealed. The Insulation In any dropped ceiling/soffit Q Cellinglattic :: L` SEALANT shall be aligned with the air barrier. SCALE: I/4 = I ft � v Access openings,drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. dJ __._......__-_._.___ .. . ..._ . _ Cavities within comers and headers of frame O O The unction of the foundation and sill late shall be walls shall be insulated by completely filling N r 2" CLOSED-CELL 5PF 1 p IL n• `fl sealed. the cavity with amaterlal having athermal IIA, Walls The junction of the top plate and the top of exterior resistance of R-3 per inch m inim um. walls shah be sealed. Exterior thermal envelope insulation for Q I -------- - --- - -- framed walls shall be installed In substantial O f" •»"• Knee walls shall be sealed. contact and continuous alignment with the air �- barrier. Q I Windows,skylights and doors The space between window/doorjambs and framing,ands II hts and framingshall be sealed. --I CONTINUOUS SILL SEALER - Rim joists Rim oists shall Include the air barrier. Rim joists shall be insulated. j FULL WIDTH OF SILL Floorframing cavity insulation shall be r O QC Installed to maintain perm anent contact with O ._} O V the underside of subflaor decking. ;�+ FOUNDATION WALL Alternatively,floor fram Ing cavity Insulation 1 Floors including canblevered floors The alrbarrier shall be installed at any exposed shall be in contact with the top side of / and floors above garages. edge of insulatl on. O }- Q \. 'i sheathing or continuous insulation Installed N - V Q CONCRETE SLAB • on the underside of floor from Ing;and " ;//� i extending from the bottom to the top of all STRUCTURAL DESIGN NOTE W — / i 1 erimeterfloor framin members. � � � Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided 4 v Z In accordance with the 2020 RCNY5• structural Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be _ — overla In joints to ed. ermanentl attached to the walls. elements such as engineered Wood, steel and Duct shafts,utility penetrations,and flue shafts steel/Wood composite columns, beams, headers and •d (� i %• / �! Shafts,penetrations opening to exterior or unconditioned space shall be girders that: \- •,,.,, ., . .. , ., � sealed. g1r ~ 2 Batts to be Installed In narrow cavities shall be cut to fit or narrow cavities shall be filled 0 V' I) resist gravity loads, and v Narrow cavities with Insulation that on installation readily y[ LL conforms to the available cavi space. J = Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O Garage separation and conditioned spaces. provisions of the 2020 RCNI'S tL Recessed light fixtures Installed in the building Recessed light fixtures Installed In the NOTE: IT IS THE INTENT TO PROVIDE FORA O � Recessed lighting thermal envelope shall be sealed to the finished building therm al envelope shall be airtight ry CONTINUOUS AIR BARRIER ALIGNED WITH THE surface. and IC rated. Were designed in dGGOrdarice With) THERMAL ENVELOPE. TH15 DETAIL SHOWS Ind IC rated. batt Insulation shall be cut ANSI/AWG NDS-2018 with 2018 supplement. TYPICAL METHODS OF AIR-5EALING U51NG VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or J ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring Insulation that on installation,readily Structural elements such as walls and fenestration CONFIGURATIONS NOT 5HOWN, SUCH A5 conforms to available space,shall extend CANTILEVERS AND STAIRWELLS,SHAD_ BE behind piping and wiring. that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The airbarrierinstalled atexteriorwalisadjacentto Extedorwalls adjacentto showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wail showers and tubs shall separate the wall from the shall be Insulated. DATE; FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. showerortub. I) resist wind loads, and The air barrier shall be Installed behind electrical Electrical/phone box on exterior wal Is and communication boxes. Alternatively,air-sealed 2) are not contained In the prescriptive design FIRST FLOOR boxes shall be installed. provisions of the 2020 RCN-(S PLAN G II ,/� }"'') C, HVAC supply and return register boots that I ✓ � L.I NC 1J T /` I HVAC register boots penetrate building thermal envelope shall a sealed f�„� to the ate building wall covering orcenvelope s penetrated were designed in accordance with ASCE -1-I6 wind bv the boot. provisions and acceptable engineering piractice. 5CALE: 5/4" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is D G UMBER where such elements occur in the plans, they are _ Concealed sprinklers recommended by the manufacturer. Caulking or annotated "ENC7INEERED DESIGN.'" other adhesive sealants shall not be used to fill A - 4 voids between fire sprinkler cover plates and walls or ceilings. A O Q (�H N F- p� N 4T-10" 1'-101/2" LL 12'-8" T-4" 2'-51/2" 0 3'-13/4" 14'-21/4" 6'-4" 6'-4" 3'-8" 3'-8" UI L LU ci N Q r-------------i - Z ------------i (�V N t r- --------------L--------------------� I I I I I I Oi HAZARD 6LAZ INC [R308.4] O (2)-3°5° O r------------------------ -------- --- --- -1--------------------- ---------- HALL -- ----- WALL LINE BELOW I O1 G I -7� �p 2x8 6.1 AT 16" o.c. . 4040 PIG v .o 0 i = r__________________________________________ 4040 PIG __(2)-1.-15_x 11.875 LVL FL HDR T'-O I/2" (ENGINEERED DE516N) DOUBLE WALL STUDS �I = 31/2" 31/2"------- N I N BEDROOM 3 Q 2'-2" , 6'-1" 2'-5 1/2" Owl m - 2x8 PLATFORM I lel.i.G. \ 8'-O" G Ht m p E m m BATH i o i 20 cfm GOVT. P w cV U) .0 I TO ERV [MI505.4]00O � : I I i I m WHOLE-HOUSE MECHANICAL VENTILATION [R403b] 2410 V I -r M BATH 3'-10" i LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR j 4'-0" -� i- 20 cfm GONT. 4'-2 1/2" `) I 8'-0" G Ht = INSTALL ERV UNIT IN CONDITIONED ATTIC. TO ERV j Pro I TECHNOLOGIES /� I p I = MODEL T'705 (L\_/J1 Jl I - -------- DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. =I I z i [MI505.4] m PROGRAMMABLE - m I p I ii) THERM05TAT I ---------I -------- I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL Q m I m I ' SHOWER I --------J INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. _ --------- 24"10 2"'70 2870 I I N 36"GUARD[R312.1] - j STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" d1a. DUCTS ri Q v 24 io (- - - -� C� O I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 15P0'7 HVAC EQUIPMENT IN ATTIC - - - ` - ® �- - -� IA.G. 13ET/URNI m SMOKE G.O. HALL 287° 28'1° i N „ FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dia. DUCT GAS OR PROPANE FURNACE: LENNOX ELICI&UHO-70XE365 SLOPED x �,�- - J m DETECTOR(TYP) o i i STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. ' GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 2018415'10 CEILING (2)-2x10 (2)-2X10 - I I - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 HEATING GAP: 64,000 Stuh;AFUE = 1b.1 HDR �- - -� ,HDR (2)-1.15x11.8'75 LVL FLUSH HDR__- (3)-1.75x11.8'75 LV_L_FLUSH 'Z I I ALL DUGT5 INSULATED TO R-4.2 INDOOR COIL: LENNOX GH35-30B+TDR N 287° 287° r_ (ENGINEERED DESIGN) Q I RIGID INSUL BEARING WALL (ENGIN_ERED DESIGN) __ _ i' Z V I - -� i c,7 SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4): OUTDOOR UNIT: LENNOX MLI4XGI-036-230G;AHRI 2033'74610 ON ATTIC N - _ COOLING GAP: 34800 Btuh;SEER = 15,10 12" x 12" AIR 36"GUARD [R312.1] / v MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM ACCESS DOOR TRANSFER GRILL m X AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. 2 11 � INSTALL IAN MANUFAGTURER'5 SPECIFICATIONS O e4 4 r, x �� ry LAUNDRY IN CEILING Q m W i 2x10 STUD WALL AT 24" D.G. _ N I ({� Z to Z iV I _ HVAG R.A.G. CHASE o HBEDR�?OM I G I ZW� I DRYER EXHAUST O � I } DRYS WASHER o OPEN TO BELOW �' I W — — -� O W [MI502) r� W N m < < — � Oz BEDROOM 2 3 112° 3 1/2° Z a z LU O 6-0 I/2" --t0' Ht TRAY CEILING mLU to'-D" cv 2°3° I (L Q Q QL I ----------- ��-,/-�' N I U� DOUBLE WALL STUDS O i _ D- '"" } Q d O � � N j 5042 EYEBRON PIG I � � � N� Q Q i I Z W.I.G. 267° 12'-5" n 12'-5" �v 31/2" i � � < (� �JJ (2)-1.-755 x 11.815 LVL HDR __ Q 4 (2)-3°5° m WALL LINE BELOW r = (ENGINEERED DESIGN) N m I _ Z L-----------------------------------------------------------J (2)-3050 m O WALL LINE BELOW _ u O I I I I I I I I LT- ------------------------- -TJ L kI 1 4 I----------------------- ' C"��F ~ v L- J t 2� LRW S V . 6'-6" 6'-b" b'-b" b'-b" 2'45" 3'-0" ,ryt'fx �; r'g- rA' 6'-4" 13'-0" 10'-O" 13'-O" 5' 4T-10" DEIPERED DEC 0 8 2021 5EC.CN17 FLOOR FLAN, ° A SCALE: 1/4" = 1 ft Q p A-7 0 Ul �i d W IL r � z Q✓_ m m Q (y ® orb {-- v .'eool o Q IL Q dJ SOLAR-READY ° f— P "t CERTIFICATE N O 0 O This home has STRUCTURAL DESIGN NOTE ul tu tatuu Z incorporated features at (K O Z the time of initial In accordance with the 2020 RGNYS; structural <<Q - �-- construction to enable the elements such as engineered wood, steel and �.._. _j Installation of solar steel/wood composite columns, beams, headers and 4 OL electric. girders that: cv The solar-ready roof o o 1) resist gravity loads, and v w zone is shown on this -V IL construction Ion excerpt 2) are not contained in the prescriptive design O� O O UI and is Free of UI provisions of the 2020 RGNYS IL obstructions that would a 6 limit placement of solar were designed in accordance with O panels. ANSI/AHO ND5-2018 with 2018 supplement. 0 m Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: m 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 RGNY5 PLAN roof mounted solar panels. ROOF ZONES 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 annotated "ENGINEERED D11=51 OR." A = 5 GON'RAGTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] BWL A BWL B BWL G BWL D I ' N -411 31_ 11 I O H � I ( N BWL I -------------------- ------ IS ---- ---.--- - ------ --- 121-211 2 ! -- - WALL LINE BELOW a, M ROOF BELOW d _ I { _ p E 12 Ib" o c. 3 16" o.cJ° OAC p xl0 RR AT 2x10 RR AT __... O' _ , I CV - ROOF BELOW 0 -� - - Q ' iti V ( ~ lU m ROOF LINE Q p _ z , IS , , " i r 9 ATT Y i = I u F 1 0 1 O ..,.M.,-K.. ., IG PATHWA OR SOLAR ELECTRIC [TI03.8] _ 6 RR �y n INSTALL 2 m VERTICAL SCHEDULE 80 PVC (�/ , CONDUIT THROUGH ALL WALLS TO ATTIC, WITH , - - - - ----- -- 6 r'n- 1 r .l I i �I' ' AlI6., !�- TEMPORARY PLUGS OR GAPS AT EACH TERMINUS p � 2 [ 3b02 3 ] p p _ 1 � - „ I r , i 1) GE55 ROOF i � " .:,..: . �• $$" M = AC GE55 ROOF r (VL-75 x 14 LVL STRUCTURAL RIDGE cv p I POST RIDGE DOWN TO BEARING - - WALL AT 12'-0" ON CENTER OR LE55 2x12 RIDGE 2x12 RIDGE 11 11 711, 21 -O 2-O EXTEND RIDGE TO BWL 2 --- - ----------- --------- - ---- ROOF BELOW j I BEARING WALL AT p I ALL I 1 VAULTED 61 411 31 611 31_611 t 1 GEILIN05 r, o i v 50LAR READY ZONE [TI03.31 i f r.•, .r �, I,"� i: � i Q p PROVIDES 36" WIDE AGGE55 PATHWAYS ! 'r �p FROM SAVE TO RIDGE WHERE 5HOWN � [R324.6]. THE 50LAR-READY ZONE SHALL � {-'w,"w, , ! R � [� N i Q REMAIN CLEAR OF OBSTRUCTIONS SUCH AS ". VENTS, ETC. [TI03.41 v Q �i x (TYPIGAL-2) O2xb RR AT 16" o.c. SEGON17 STOR"r BNL PLAN � - A _. SCALE: 3/16" = I ft R. - 2x10 RR ATI .c. 2x10 R T I .c. 7 1j WALL LINE 1 � 2x10 RR AT 16 o.c. y 2x10 RR AT I6 oz. PORCH ROOF BELOW a .............:.:. _...." -� t �, WALL LINE !J- `� - m w � tu ROOF LINE N Z m tu �. z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL �m -1�r 13 z LU - tea- �O � w a,b,e,d,e,g �-- Q r O JOINT CONNECTIONS Z LU a z z GROUND SNOW LOAD (psf) >. d� Olu -. Roof= I 20 30 m � WL E BWL F BWL G BWL H �4„ I-I LN RAFTER RAFTERSPACING Roof span(feet) 0. O ry O X< B ( I SLOPE (inches) 12 20 28 36 12 20 28 36 z p 22-4 ' 7-8 f 38-6 Required number of 16d common II I nailsa,b per heel joint splices''d,e 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 I I I 4'-4" ( 12 3 5 6 8 3 5 6 8 l I t Factors-Table R60210 18 4:12 en ac ors a e ( } (p } peer Story 24 5 8 12 15 5 9 12 16 :. f ^a 4 BWL 3 - ----------------'- -�. ��---{-- - -.�- }--_ ------------------------ -------- Numbered Lettered 12 3 4 5 6 3 4 5 7 -I_1 -j d I 5:12 16 3 5 6 8 3 5 '7 9 t Wali Lines Wall Lines Comment I j j i Iii i i ;it I Exposure Category 1.00 1,00 Exposure B' 2-Sty 24 4 7 9 12 4 7 1 -- 0 13 a; 5 3 3 4 Roof Eaw-to-Ridge Height 0,98 0.98 V-8% Roof Only 12 3 4 4 5 ` ',i�r f;i+f _ -- I- Wall Height 7:12 16 3 4 5 6 3 4 5 6 m g 0.90 0.90 8'-0' 24 Icv Number of Braced Wall Lines 1.00 1.45 2; 4 3 5 7 9 3 5 7 9 m I , «. s - 12 3 3 4 4 3 3 3 4 Additional 800 Ib Hold Down 1.00 1.00 NIA ;VERED D_ r Gypsum Board Fastening 1.00 1.00 N/A 9:12 16 3 4 4 5 3 3 4 5 Wind t Total 9 24 3 4 6 7 3 4 6 7 , F0 882 1 27 12 3 3 3 3 3 3 3 3 Q I m 12 12 J � 16 3 3 4 4 3 3 3 4 O r ,!! , 24 3 4 4 5 3 3 4 6 O m Braced Wall 140 mph Total Bracing Braced Wail Bracing Wind Factor p Line Spacing Required Required Length Status O r'- Line Method Total 1 foot 304.8 mm, 1 pound per ' 1 (ft) Bracing (ft) Bracing Provided (ft) For SI: 1 inch=25.4 mm, p p w i^ 1 s uare foot=0.0479 kPa. , 1 WSP 27,08 7.27 0.882 6.41 17.67 OK m ( a s0 - ,, 40d box nails shall be permitted to be substituted for 16d O' 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OK l - •;: I , ;_�> p common nails. O A GB 19.08 9.59 1.279 12.26 18.67 OK b O Nailing requirements shall be permitted to be reduced 25 F- tf) B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. Oi Y _ 5 C GB 12.96 6.83 1.279 8.73 26.0$ OK e. Heel joint connections are not required where the ridge is O v = N D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by a load-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by - O O .....,- : ;:,- ' vertical struts or purlins to a load-bearing wall,the Q u- ` tabulated heel joint connection requirements shall be O ww - ? i , -_ ,I Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in Irl v QC Q 41 . Lower Story span. w P 0- e. Equivalent nailingpatterns are required for ceilingjoist U z u Numbered Lettered Lettered q q to to ceiling joist la slices. < V p 1 I Wall Lines Wall Lines Wall Lines Comment gJ p p d f. Applies to roof live load of 20 psf or less. �-- 0�_ BwL 4 ------------ -------- - --------------- --------- ----------- - -- --- Exposure Category 1.00 1.00 1.00 Exposure B _ !' g Tabulated eel joint connection requirements assume 4 --I ---. Ri Height ., n T-4 _:_ - - dge eigh 0'-0', 9'-8 that ceiling joists or rafter ties are located at the bottom �- Roof Eave to 0 98 1 00 0 99 9'-8' 1 4'-l0" '7'-0" 4'-IO" I '' - - ` Wall Height 0.98 0.98 0.95 9'-8", 9=8''; 9'-0" of the attic space. Where ceiling joists or rafter ties are Number of Braced Wall Lines 1.00 1.00 1.30 2: 2-GAR; 3-DWEL g joint connection 0 lu -, �„ �_6 located higher in the attic,heel of �_ requirements shall be increased b the following factors: Y FL _-,... _._.._.__•._._..w_ -.__..... _._..._.._._.,._.._....___.... ' Additional 800 ib Hold Down 1.00 1.00 1.00 NIA q Y g � Gypsum Board Fastening 1.00 1.00 1.00 N/A O= Wind Factor Total 0.960 0.980 1.223 HC/HR Heel Joint Connection Adjustment Factor �' O GARAGE DWELLING 1/3 1.5 N d) 1/4 1.33 t- m Braced Wali 140 mph Total Bracing 1/5 1.25 Braced Wall Bracing Wind Factor 1/6 1.2 F I R5T STCR"Y 5k4L PLAN Line Method Line Spacing Required Total Required Length Status ft 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 36.00 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 6 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 -7 ROOF ----------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------i 2x EXTERIOR HALL > — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — R-30 BATT INSULATION 5T`UD TO FLOOR J015T SIMPSON GOIL STRAP (y LL W-ed NAILS AT EACH END ci ------------------ ------4--4------------------------------------------�-4---------------------------------------------------------------f-------------------------------------------------------y LL CEILIN6 LAUNDRY 1 1 I FAMILY BATH MASTER BATH I I 2x 50LID BLOCK 4 AIR-5EAI- BETWEEN FJ 0 2 1 2x RIM BOARD ui >1 I I > I > 1 I I >1 > 1 > 1 > I > = U) U) I I GANTILEVERED FLOORJO15T ts) U) LI) 1 1 1 1 T I WASHER I 1 I LAV. I I LAV. LAV. I I I I 3116" 055 4 VINYL SOFFIT TUB TUB Vi FLOOR J015T TO HALL: SHOWER 2x EXTERIOR HALL 5IMP50N H2;(!5)-e>d NAILS TO FJ 4 (5)-8d NAILS TO STUD :2nd FLOOR --- ----- --- --------------------------------------------------- ALTERNATE WHERE FJ/STUD M15ALIONS: -------------- -------- 2" H 3-- H--------- ------ ------------ T-1/-2 N-F--r-------------------- 2" N --- 51, --- L +kV 211 H 1 1/2' H N 21' H FLOOR JOIST TO PLATES: G.O. 2" N C.O. 2" H 51, N G.O. 2" A 5.. H SIMP50N H25;(5)-e5d NAILS TO FJ,(5)-ed NAILS TO PLATES PLATES TO STUD: -------------------------- --------------------------------------------- ------------------------------------------------------------------------------------------------------------------- 5IMP50N H25;(5)-8d TO PLATES, (5)-8d TO STUD CEILINO — — — — — — — KITCHEN — —— — — — — — — — — — — — — — — PONDER BATH — — — — 2x ROOF RAFTERS AT 16" O.G. 7 — — — — — — — USE 6ALV. HURRICANE TIE BETWEEN >1 >1 >1 >T — - - - ->T EVERY RAFTER AND THE ROOF BEAM U)I =u)I u,I 1 i r7ETAIL AT FLOOR 2x CEILIN6 .JO15TS AT Iro" O.C. AT CANTILEVERS 4 SETBACKS USE HEEL JOINNAILS T CONNECTRAFTER ION T KIT SINK X LAV. NO LAV. I I SCALE: NT5 ROOF BEAM (SEE PLAN FOR51ZE) iv OW m rn UC5A PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS TI)E3 I 12" O.C. 5TAOOERED ALONG LENGTH 15t FLOOR VENTED VINYL SOFFIT Ix8 TRIM BOARD Ll -------------------------- ------------------------------- - ---------------------------------------------------- -------------- ----------------- ------------------ 2" H 1-1/2" H 1-1/2" N 2 H UPLIFT CONNECTIONS: C518 6ALV. GOIL STRAP C.O. 1, 2" H G.O. 1 2" Hqy 311 H G.O. 1 2" H 3" 1^1 USE (2) AT EACH POST,TOP I BOTTOM y 514"xb" DEGKINry -10d NAILS AT EACH END ---- --------------------- --------------------------------- --- ----------------------------------------------------------------------------------------------------------------- -------------1 PERPENDICULAR TO JOISTS CEILIN6 THREADED NAILS OR G.O. 4" H 4" H —11F.A.I. (2)No. & HOOD SCREH5 AT 4X4 HOOD COLUMN 4" EACH 5UPPORTIN0 MEMBER U63B PRESERVATIVE TREATED [R507.,71REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS I UG313 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) A55B'OLE WITH TWO ROWS OF 10d NAILS FLUME31NO RISER DIAORAI,,,l. p 'TO APPROVED TRAP X35 PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R50-7.5] 50ALE: NTS I SANITARY SYSTEM &RADE 4x4 HOOD P05T BASEMENT FLOOR UG513 PRESERVATIVE TREATED PE344 HOT-DIPPED 6ALV. POST BASE ANCHOR 11 1 0 Ir- Lu 12"(P x 6-0" HIGH P.C. COLUMN WITH (2)-#4 Z q- z VERTICAL REBAR ON z < t v TYPICAL ROOF R-5 24" x 24" x 12" DEEP P.C. FOOTING WITH (2)-#4 1 u- QLu -4 lu < 0 Z ASPHALT ROOF SHINGLES OVER 15# FELT OVER REBAR EACH KAY, REBAR 4- ABOVE 70Z 5TRU6TURAL PANEL SHEATHING OVER 130TTOMCL 7oLi5 UA 0 - oz 2xI0 RAFTERS AT 16' O.G. < Lu R-3q b" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) Lu > Fy La 000 135 x 14 LVL5TRUGTURAL RIDGE WITH YY C7YP5UM WALLBOARD OR OTHER THERMAL BARRIER ER316.41OR WITH AN < > < (SEE ROOF PLAN FOR P05T LOCATIONS) F APPROVED FOAM PLASTIC A55EMBLY [R316.61 INTO"FICAL FORCw' H L-,)ETAIL. ow 12 SCALE: NT5 " 0 < RIDOF TENSION STRAP: e) < WRAP STRAP OVER RAFTER z (5) lo-cl COMMON NAILS AT EACH END OF STRAP I < 2x4 COLLAR TIE� Hill 11 lill I' ll AT 4 1 HI 11 11 GABLE HALL INSULATION (OPTIONAL) CONTINUOUS: R-5 I-INCH RtOID FOAM XP5 CAVIT'r. R-15 2" SPF5EALED ATTIC, (INDIktGTLy CONDITIONED) 2" SOLID (BEYOND SECTION) I HOOD BLOCKING SMOKE s G.O. e. ....... 2x& CJ AT 16' O.G. MT530C, 5TRAP-TIE DETECTOR IN ATTIC EAGH RAFTER ;7P? NOTE= ALL DUCTS SHALL BE 1-1/4" HIDE 20-OUAGE TYPICAL EXTERIOR HALL R-20 LOCATED IN THE ATTIC, 1/2" GYPSUM &ALVANIZED STEEL STRAP 2x4 STUDS AT 16" O.G. INTERIOR SECOND STORY 130ARD FIN15H EACH SIDE OF WINDOW AND A, RAf=TF=R TO STUr�) : (2)-2x4 TOP PLATE;2x4 SOLE PLATE HALL CAVITIES AND SECOND 61., DOOR OPENINGS. INSTALL (2)-2x5 HEADERS UNLESS OTHERH15E NOTED ON PLAN kn FLOOR PLATFORM. MIN. R-6 WRAP STRAP OVER RAFTER R-15 UNPAGED Flf3ERr7LA5!5 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. STRAP FROM TOP OF TOP (4) a-cl COMMON NAILS AT EACH ENO OF STRAP 13 VINYL 510INC7 OVER HOU5ENRAP OVER R-5, I" XP`5 INSULATION PLATES TO JACK STUD. -RED 2021 A 1- ALTERNATE: H:2A UPLIFT CONNECTOR INSTALLED OVER 1/2" STRUCTURAL PANEL 5HEATHIN6 C,5445P w MINIMUM LENGTH BELOW IAV4 MANUFACTURER'S SPECIFICATION <c a HEADER = LENGTH ABOVE lu WHERE RAFTER ALIGNS WITH STUD HALL CD LAUNDRYW.I.G. BOTTOM OF HEADER BEYOND SECTION (2)-1.-15 x llb'75 LVL DOUBLE-FRAMED r 5/4" 5U5FLOOR (3 5TAIRNELL (TYP) u 11.8f5T-11-560 FJ AT 165" O.C. R-13 2" CLOSED-CELL u- SPF AT RIM JOIST LL T R 1 TYPICAL INTERIOR WALL N 2x4 5TI)05 AT 16" O.G. I I (2)-L-15 x 11.8'15 1/2" GYPSUM (2)-2x4 TOP PLATE;2x4 50LE PLATE I I LVL FL HDR BOARD FINISH NALL STUD TO NALL STUD : YY GYPSUM WALLBOARD ON BOTH SIDES dsc v �__ O STRAP OVER OR UNDER SHEATHING 15t FLOOR PLATFORM - R-13 2" GLO515-0-GELL 5PF AT 8-d(48-dCOMMON NAILS AT EACH END OF STRAP HOOD PLOD RINC 3/4" PLYWOOD 5UBOVER FLOOR AT RIM J015T SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a 2 x 12 FLOOR J015T5 AT 16" O.G. < OR055 BRIF,>61NO AT MIDSPAN 1ENSION STRAPINO y- — p �t 1/2 GYPSUM HALL PANTRY N! 0 1— ci SILL CONSTRUCTION: BOARD AT NALL OFENIN65 N ") U 1- IL 6 < 2x(o P.T. (UG35) SILL ON TERMITE SHIELD FINISH SCALE: NTS j? z ON SILL SEAL WITH 1/2" ANCHOR BOLTSSTAIRS FINISHED FLOOR" Lu (5EETYPIGAL HALL DETAIL) < ? OL N i c < LVL Ox RDER 1/2" GYPSUM FINISHED GRADE FINISH GRADE BOARD FINISH 0 (4)-5/8s" LAO SGREH5 �) J STUD TO SILL FLATr : SLOPE 6" IN IO' MIN. AWAY FROM BUILDING BASEMENT w < DIRECTLY CONDITIONED) LL WRAP STRAP UNDER SILL PLATE PER COPE 2x8 PLAT to = 0 Lu O(b) 5-d COMMON NAILS AT EACH END OF STRAP "1 7 FULL HEIGHT R-11 BLANKET HALL Q IL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8INSULATION AS MANUFACTURED BY d) r GERTAINTEEP CORP. ASTM E84 MAX. FLAME SPREAD INDEX S 25 c-7YF5UM BOARD ;r MAX. SMOKE DEVELOPED INDEX s 50 FINISH 4" P.C. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 10" POURED CONCRETE FOUNDATION STEM HALL 48" x 48" x 14" DEEP SECTIONS 4 P.C. FOOTING Or-TAILS VERTICAL REINFORCEMENT= NOT REQUIRED FOR SAND 4 &RAVEL SOILS (67H, 6P, 5H, 5P) w/#5 REBAR AT 5" ON-CENTER E.H. HORIZONTAL REINFORCEMENT; #4 REBAR AT MID-HEIGHT OF HALL STORY HIOH—NIND UFLIFT5TRAFFINO ONE TOP BAR WITHIN 12" OF TOP OF HALL ! UPON 24" x 12" Ht CONTINUOUS P.C. FOOTING ORANINO NUMBER SCALE: NT5 MINIMUM 3'-0" BELOW &RADE SEC.,TION A NOTE: ALL METAL STRAPPING SHALL BE 1 114" x 20 GAGE (SIMPSON 0520 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 RE51DENTIAL CODE OF NEW YORK STATE g P RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code --Act NYGRR N TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. Z Z O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMITt A building permit shall be Issued by the (- WIND DE516N STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit V GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN ULTIMATE DE516N WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW DESIGN DESIGN UNDERLAYMEN I FLOOD FREEZING ANNUAL until project completion. Speed Topographic Special wind Windborne Weathering Frost line Termite HAZARDS https://hazards.atcoun cll.org FOR THE PROJECT LOCATION: LOAD (mph) CATEGORY TEMP REQUIRED INDEX TEMP ( p ) effects region debris zone depth N 41.0031 W '12.5665 THI5 NEW RE51DENTIAL 5TRUCTURE UTILIZES R106.3 DE516N PROFESSIONAL: A Certificate of Authorization Is ZO Q WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUCTION filed with The State Education Department entitling D'Amaro U1 20 psf 127 None No No B Severe 36" M to H 15 -F Yes None 599°F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide LL rofessional 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, IL R301.2(3)] AFFIX THI5 516N IN ACCORDANCE WITH supervision nor inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperatureEXPOSURE CATEGORY: for work performance of the builder. The builder shall 0 Elevation Latitude EXPOSURE B TITLE la NYGRR PART 1265. iL10) mmediately notify Designer, In writing, If there is any W heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT 0 lu discrepancy found between field conditions and plan 70 ft 41' North 150 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. Z N IU MAIN ROOF UPLIFT CONNECTION FORGE = 200 If (28'-O" roof Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - p 83012.1 WIND DESIGN: In accordance with Figure R3o12(5)B,wind N N Daily range span, 140 mph, pitch greater than 5:12) [TABLE R502.111 design is not required. ?his building Is designed in N difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE - &0 plf I UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 83012.1.2 PROTECTION OF OPENINGS, This building In not located 0 ; 7 In a Windborne Debris Region. (V � OF ALL BRACED WALL PANELS [8602.3.5]. R3012.4 FLOODPLAIN: This building is not located In a flood # hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads, pW[ 11 r_J Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 8301b.6 psf,Sleeping rooms 30 psf,Stairs 40 psf 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 SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION NOMINAL MATERIAL a ti design corresponds to the 30 psf ground snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,n,� OF FASTENER',b,� THiCKNESS DESCRIPTION OF FASTENER AND LENGTH Edges intermediate account for unbalanced load conditions. orches inches Roof Floor support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on (inches) 4-8d box(2%" x 0.113"); or 4-8d box(2% these are nominal sizes. Engineered wood dimensions"x 0.113"); or P 9 Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing a-VL,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");or 3-8d common(2%"x 0.131");or p � , g g P g g 3-10d box(3"x 0.128");or Toe nail 21 Joist to sill,top plate or girder 3-1 Od box(3"x 0.128");or Toe nail Staple 15 ga. 1 4 4 8 8302.1 FIRE-RE515TANT EXTERIOR WALLS, All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails1 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-reststance rated. 8d box(2Y2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 4 3 6 4-8d box(2%2"x 0.113");or R302.a FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 y"x 0.131"); or Per oist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2 i/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 3-lOd box(3"x 0.128");or roof applications also t, i9 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a 50I = O (req'd max. ( PP ) l Od 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 4 8 R.302.10 FLAME SPREAD AND 5MOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128");or 3-8d box(2%"x 0.113");or Staple 14 ga. 2 4 8 INSULATION: Exposed insulation that is not Installed In 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 2"x 0.162");or Face nail 2-8d common(2%"x 0.131");or Staple 15 ga. 14 3 6 concealed spaces havingg substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-IOd box(3"x 0.128");or Face nail 2%2 and 3/a I surfaces shall have a FSI < 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 a 2 Ceiling joist attached.to parallel rafter(heel joint) P g 4 8 8302.11 FIRE BLOGKIN6: Use approved material to flreblock 4 [see Sections R802.3,1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%"x 0.135"); or Staple 14 ga.2 4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 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"); or 3-16d box(3Y2"x 0.135");or 1 Staple 15 ga.2 114 4 8 R302.12 DRAFT5TOPPING: Not needed for this project. Collar tie to rafter,face nail or 1 %4"x 20 ga. ridge strap „ 25 2 planks(plank&beam-floor&roof) 2-16d common 3 1 " At each bearing,face nail 5 3-]Od common(3 x 0.148");or Face nail each rafter ( / x 0.162) 0.097- 0.099 Nail% 4 g 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") 1 „ „ project under Exception 4. 3-16d common(3/2 x 0.162 ),or SPACING O FASTENERS 4-1Od box 3"x 0.128" • or NOMINAL MATERIAL a,h 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3%"x 0.135" ; or ( )' DESCRIPTION OF FASTENER AND LENGTH Edges Body of pane luminaires luminaires shall be IG-rated I/A/W NI102.4.5 with separation w ( ) 2 toe nails on one side and 1 toe 26 Band or rim joist to joist 4-3"x 0.131"nails;or End nail THICKNESS g y p 3-1Od common(3"x 0.148")• or (inches) from Insulation per listing. Z orches 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga. staples, %6"crown ( (inches) (inches) - 4-1 Od box(3"x 0.128"); or or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS, Tempered glass or � 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be Installed in Z v 20d common(4"x 0.192");or and adjacent to door panels;within 60 inches of wet surfaces; LU t� m Wv at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W[� Z 4-16d box(3 %2"x 0.13 5");or UA V 3-10d common 3"x 0.148" or IOd box 3"x 0.128" • or 24"o.c. face nail at to and bottom 3d corrosion-resistant ring shank nails Z K- V ( )' Toe nail ( )' P g 3 6 R30a.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-inch } Z Z J T O W 4-IOd 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 m - 27 Built-up girders and beams,2-inch lumber layers entry doorway. - � z 7 Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails And: 1 Staple 18 ga.,s long,,4 crown rl- 3 6 R3lo EMERGENCY ESCAPE AND RESCUE OPENINGS: It is the 0 Z r O to minimum 2" ridge beam „ „ 2-20d common 4 x 0.192 or (finished flooring other than tile) t- Z 3-16d box(3� x 0.135 );or ( )' Face nail at ends and at each splice i builder's responsibility to verify that window units supplied by .� p'- O � 2-16d common(3 y2"x 0.162"); or 3-lOd box(3"x 0.128"); or P 1 %4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for OL �' 1X 0 O End nail „ 8 8 emergency escape and rescue openings where required. Q J O Ix 3-10d box(3"x 0.128");or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for tile finish) 0 X y 4 < 3-3"x 0.131"nails 8311.-I STAIRWAYS: Interior stairways shall be pre-assembled �- y 4-16d box(3%"x 0.135")• or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws be O V 8 g wood units. The maximum riser height shall 8-1/4 Inches and N O Q 4 Wall 3-16d common 3 %"x 0.162" • or (for tile finish) the minimum tread depth shall be a Inches,plus nosing where Z L1 28 Ledger strip supporting joists or rafters ( )' At each joist or rafter, face nail required. Provide handrails per Code. 16d common(3�"x 0.162") 24"o.c. face nail 4-lOd box(3"x 0.128");or Plywood 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 4-3"x 0.131"nails 14 ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 inches above 3"x 0.131" nails 16"o.c. face nail i 5 3 6 grade,and steps leading thereto,shall have guards that Z 2-10d box(3 x 0.128");or 2-8d common /and/6 12 Y2 ga. (0.099 )shank diameter conform to Code. 29 Bridging or blocking to joist 2%2"x 0.131" ;or 2-3"x 0.131"nails Each end,toe nail _ Stud to stud and abutting studs at intersecting wall 16d box(3Y2"x 0.135");or 12"o.c. face nail ( ) Staple 18 ga., %,%6 crown width 2 5 R.3I22 WINDOW FALL PROTECTION: Windows with sills less than 9 3"x 0.131" nails SPACING OF FASTENERS ti s is 1 1%ring or screw shank nail-minimum a 24" above finished floor and greater than'72" above grade corners(at braced wall panels) 1 /2, /, /2 and/ I 6 8 shall be protected per Code. 16d common(3/ x 0.162 ) 16 o.c. face nail TEM DESCRIPTION NUMBER AND a n c Edges Intermediate 12;/2 ga. (0.099 )shank diameter 16d common(3 y" x 0.162") 16"o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ' ' g h supports',' 1%ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION, Interconnected 10 Built-up header(2"to 2"header with V" spacer) (inches) 3 6 smoke alarms,carbon monoxide alarms,and heat detection �+ ` 16d box 3%2"x 0.135" 12"o.c.each edge face nail (inches) 19 s 23 3 12%ga. (0.099")shank diameter .rS `" "' •_``; ( ) g /2, /, /2 and/4 alarms shall be Installed at all locations shown on the plans. a'f'kJ orweo*omwraw t�..r"," w 5-8d box(2%2" x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1%2 6 8 R315 CARBON MONOXIDE ALARMS: Install at all locations A�I-xl 1 Continuous header to stud 4-8d common(2�"x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboard, specified on the plans. c�µ g;;.f.11tl4-I Od box(3 x 0.128 ) 30 ��� -X11 6d common 2"�x 0.113" nail 1 %2 los rin - rooved underla ment nail 6 6 8311 WOOD DECAY PROTECTION: Lumbers ecified In the lans ;t ( ) 6 121 g ring-grooved Y p p Y2"tt �� �� subfloor,wall as pressure preservative- treated (P.T) shall be in ',:'j, 16d common 3/ x 0.162 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 P P P P l Od box 3 x 0.128 or " ( ) accordance with AWPA Ul for the Intended use and location. , 12 To late to to late; ( " ") 31 i%2" - V 8d common nail 2 Y2"x 0.131" 6 121 Staple 18 a. %los (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel stainless /` 12 o.c. face nail ( ) P g , g(P ) pP r - 3"x 0.131"nails IOd common(3 x 0.148 )nail; or 6 12 Particleboard tl t, steel,silicon bronze, copper or I/2 diameter or eater k 32 1�" - 1�" i „ steel bolts. � F : .�•, 8d 2/ x 0.131 deformed nail ( ) 4dring-grooved underlayment nail 3 6 R401.4.1 GEOTECHNICAL: Footingsand foundations shall rest on ! � Other wall sheathings /a Staple 18 ga., 8 long,%6 crown 3 6 undisturbed soil with a minimuload-bearing value of 2,000 n h ER'EQ [)1^l, 8-16d common(3 4"x 0.162");or g Face nail on each side of end joint i „ � � psf. Visually graded soils that have this load-bearing value 12-16d box(3�"x 0.135")•or „ 1/ galvanized roofing nail, /6 head s 6d ring-grooved underlayment nail 6 10 include 6W 16P-gravel and sandy gravel;6M 4 6C-silty and 13 Double top plate splice ' (minimum 24 lap splice length 33 structural cellulosic fiberboard sheathing 1, p g 4"los 3 6 cl a ravel 5W 4 5P-sand and aver sand;5M d 5C-silt 12-lOd box(3"x 0.128");or diameter,or 1 crown staple 16 a., 1 g Staple 16 ga., 1 Y8 long,3/8 crown 3 6 9 each side of end joint) `� 12-3"x 0.131"nails 3 „ 2 ,1 an c ayey sand. Unsuitable subsoil material encountered y � 1 / galvanized roofing nail, /6 head 1 $ 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ O 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 %" long 3 6 �' s 3 with 3/4" crushed stone to a minimum depth of 6 Inches or AOSE. P g , g Staple 16 ga., 1 /long, /crown 3 6 P43 16d common(3 y"x 0.162") 16"o.c. face nail i „ d 11/2" galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior 0 �, Bottom plate to joist„rim joist,band joist or 35 / gypsum sheathing �/ 7 7 walls and other vertical concrete work exposed to the i- 14 16d box 3 i " 1 V2 long; 1 V4 screws, Type W or S For SI: I inch=25.4 mm. weather shall be air entrained stone concrete with a minimum d 1L r `9 blocking(not at braced wall panels) ( /2 x 0.135 ),or 12"o.c. face nail (� t- 3"x 0.131"nails 5 d 1 %4" galvanized roofing nail; staple galvanized, compressive strength of f c=3,000 psi at 28 days. Porches, 5 O i 36 / gypsum sheathing 5 „ 5 ,1 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage z 3-16d box 3 y"x 0.135" • or 3 each 16 o.c. face nail 1 / long; I / 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 dogs. O 15 2-16d common 2�"x 0.162" ;or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P n9 P 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. t' 4-3"x 0.131"nails 4 each 16"o.c. face nail 37 / and less 6d deformed(2"x 0.120")�nail;or R403.1.4.1 FROST PROTECTION, Exterior footings and foundations X"" 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e., to a minimum 8d common(2/ x 0.131 )nail ` O �[ = N ( ) d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0"below finished grade. 3 4-8d box 2�"x 0.113" ;or O 3-16d box 3%"x 0.135");" r „ - 8d common(2%" x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. �-- - }- ( 38 / 1 „ 6 12 R4041-1 BACKFILL, Backfill shall not be placed against Z (� 4-8d common(2 4" x 0.131");or Toe nail 8d deformed(2 Y2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of'7 days. Brace top Q 0 - 4-IOd box(3"x 0.128")• or 1 O common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. O X �- 39 1 i/" - 11/411 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using � O 4-3"x 0.131"nails 0 ul 16 Top or bottom plate to stud 8d deformed(2� x 0.120 )nail R5o2.I WOOD FLOOR FRAMING: Load bearing dimension lumber N O� (K LL O the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 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 v P Q y Z 2-16d common(3 %2"x 0.162");or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10 6. a ua Z 3-10d box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearin dimension lumber shall Q 1L 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. Sgtuds shall be a minimum �- sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. 3-1Od 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 WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,a R•102.3 GYPSUM BOARD: All Interior walls to be covered with 14" IA (� 17 Top plates,laps at corners and intersections 2-16d common(3 z"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise - ty 3-3"x 0.131"nails 2 noted on plans. IS) _ b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN 0 w 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-103.5 SIDING: Exterior wall coverts shall be vinyl siding tested V_ U- 3-8db0x(2/2 x 0.113 ),or P PP P g NOMINAL uit9 y 9 d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind reglons and Installed qq 2-8d common(2%2"x 0.131");or Y Y P PP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's 0 O DC 18 1"brace to each stud and late „ ,t Face nail PANEL SPAN SPACING 1L p 2-lOd box 3 x 0.128 or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). THICKNESS Instructions for high-wind regions. Use stainless steel nails for ( )' Penetration Edges Field Wind exposure category g 9 f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g P g Y fastens vinyl side on buildings located within 3,000 feet of O 2 staples 1 %4" P g g g PP (inches) (inches) (inches o.c.) (inches o.c.) g C D the ocean line. � g � toy � inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less 3-8d box(2%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 s RBo2.1 WOOD ROOF FRAMING Load bearing dimension lumber p m 2 0"x 0.113" 1.5 24/0 / 16 6 12 140 115 110 for rafters,trusses,roof beams and ceiling joists shall be J 2-8d common(2,V2"x 0.131");or less than 140 mph. ( ) 9 J 19 1"x 6" sheathing to each bearing 2-10d box3"x 0.128 ;or" Face nail ( ) g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 1 140 1 135 Douglas fir-larch No. 2 or better. 2 staples, 1"crown, 16 ga., 1 34" long sheathing shall conform to ASTM C 208. 2.5"x 0.131" 1.75 24/16 %6 RB06 ROOF VENTILATION: Soffit vents shall be provided with a ( ) 24 6 12 140 115 110 minimum net free ventliatin area of Xso of the area of the DATE: FEBRUARY 2021 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and requited vented spore within the soffit. Attic Is unvented. 3-8d box(2,V x 0.113"); or P blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: I inch=25.4 mm, 1 mile per hour=0.447 m/s. Rao52 ASPHALT SHINGLES, Asphalt strip shingle wrappers shall PP Y g q g g g P g PrP �' � 9 pp 3-IOd box(3"x 0.128");or be labeled to indicate compliance with A5TM 0=1158 Glass G the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown 16 ga,, 1 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or the I alnass ufactuerdshall s Instructions ucfastened to achieve P , g P PrP PP P Y P Yom' g P : 20 1"x 8" and wider sheathingto each bearing Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use g Wider than 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when budding within 3,000 feet of •' 4-8d box 2,i 2"x 0.113" ; or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on P g Y g saltwater. ( ) the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. 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 RIoo62 AIR 5UPPLY, 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 exterior of the dwelling _ 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center, in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING � JOIST DETAILS Plate nail-16d(0.135„ Load bearing or braced/shear wall x 3Y")at ( below Load bearing 12"on-center g or braced/shear wall above above must stack over wall Plate nail,16d(0.135"x 3 Y2") Plate nail, 16d(0.135 x 3 Yz') Blocking panel: 1Y"TJ®Rim Board, 1 (must stack over wall below when present) u ALLOWABLE HOLES - TJI@) Joists U1 When sheathing thickness exceeds/e', 2x stud wall at Floor panel nail- 9 P at 16"on-center at 16"on-center _ , No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y2")at 6"on-center /a"TimberStrand® LSL or TJIO joist. g 12"hole may be cut Z Blocking parcel: Web stiffener wall above Min.distance from Table A Min.distance from Table B y i „ , „ anywhere in web out- lT1 1Ys"TJ®Rim Board,1/a Plate nail-16d(0.135"x 3/z ) Blocking panel: (- required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone - TimberStrande LSL or sides at A2W ONLY at 16"on-center" 1Ys"TJ®Rim Board, cut or notch flange. } Sheathing both sides at A3.4W ONLY squash blocks required each side , g 11 r- lllyL TJI®joist Floor panel nail- 9 F- 8d(0.131"x 2Yz")at 6"on-center' boundary nails, t at B3W ONLY 1 a"TimberStrand® LSL 8d(0.131"x 2/z )a 1/a'TimberStrand® or TJI®joist Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y6" Web stiffeners 6" O •• 0 I 6" Z Q nail each side at A3._W B 1 B 1 W required on both U Sides of both joist 6" L 2 x D1 D1 Closely grouped round L2 2 x LZ 2 6" 6" • Toe nail-10d(0.131" : LL_ Toe nail, Toe nail, IV'TJ Rim Board A3/A3W g holes are rmitted if IJC ' ® When sheathing ends at B4W ONLY No fiend cut minimum Pe minimum No Herd cut Do not cut ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist • ' thickness exceeds�/e", 12 We stiffeners re uired DO NOT notes to (applies to all holes the group perimeter notes to bores targe( only)or q End of at , , IL 1/a"TimberStrand LSL. 9 9 3 „ on both sides at B1 W j Zones d meets requirements ehol for hatched at 6"on-center at 6"on-center � � ® trim sheathing ton ue min. : cut holes In cantilever except knockouts) q than 1/ In For rim board thicker than 1/a centerline zones round or square holes. zones cantilever TJI®rim joist at rim board " and B2W ONLY reinforcement. � Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128 x 3"} of support W Blocking an Table A - End Support required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. g p els may be required pp Q at 6"on-center P P 9 Y q sides at Al W ONLY joist bearing at ends. Attach * support all anal 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 Z N_ se r g A3 P g nail from side of arallel closure into rim board. walls above or below-see detail 61 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O rim joist per A3 detail. P below-see detail B1 Jolsr rJl® *For additional installations specifications see Rim Board A3.4 A3.4�1r DEPTH 2" 3" a" S. 6X2" 7" 8%" 11" 13" 2" 3" a" S" 6Y" 7•" 8%" 11" 13" *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 P Nail through 2x_cantilever,wood backer and O O O O O y W 110 1'-0" 1'-6" T-0" T-0" 5'-0" t'-0" 1'-6" 2'-6" 3'.6• a•-6" N (V! Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ 9001. Details and Installation in g,Weyerhaeuser Installation Guide 1Y"TJ®Rim Board or 1�"TimberStrand® LSL. Blocking TJIO joist web with 2 rows 10d(0.148"x 3') 9y„ z10 1'-0" 1'-s" z'-6" 3'-0^ 5 6" t'-o 2'-0" 2'-s" a'-o" s'-o" 1 dJ 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. 230 1'•6" 2'•0" 2'-6" 3'•6" 5'-6- T-0" 2'-0" T-0" 4'•6" 6-0- Q 4 top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3%"TJI® 360 1'-6" z'-o" T-0" 4.0" 6'-0" t'-s" 2-6" T-6" 5'-0" 5'-6- N (V with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" 5'.0" T-0" 2'-0" T-0" 4'-0" 5'-6- 6'-0" schedule. 110 1'-0" 1'-0" 1'•6" 2'- " 7-6" T-0" 6-6" V- " 1'-s" 7-0" 7-6" 4'-6" 5'-0" 6'- " # 6'-0"length of TJI®joist 8"diameter maximum hole for 11'/s"- " 210 1'-0" r-6" 2•-0" 2'•0- 3'•0^ T-6" 6'-0" r-o^ r-6" 7-s" T-0^ s-0" 6-6° 6'-6" 1Ys TJ®Rim Board 1Y"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter Attach reinforcement to joist 11'/8' 230 r-0" r•6" 2'-0" 2'-6^ 3'-0" T-6" 6•-6" r-o" 7-0^ 7-6" 3'-6- 6-6" s-6" 7.0- 4'-0"length of 7 ^. block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3')nails, 9 8"diameter maximum hole for 11/g g 360 1•-6" 2'•0" T-0" T.6" 4'-6" 5'•0" 7'-0" T-6" 7-6" T-6" 4'-6" V-6" s'-6- T-6" (, 3 " 16"deep blocking panels;6"diameter with 9Y2"and 11%"TJI" or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2%") 560 1'-6" 2.6- T-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6" a•6" 5'-6" T-o^ /a reinforcement on � 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to Web stiffeners %"-16"deep blocking panels;6" maximum for blocking panels 9Yz" 1 with one 8d(0.131 x 2%") uniform) 110 r-o" r-a' r-0" 1'•0- T•s•' 2'-0- 3'•0" 5'-6" r-0" r-0" r-6" 7-0" T-s" 4'-0• 6'-0" 8'.0" - sides at E3 deep or shorter than 12"long. Horizontal blocking Y 210 1 r-0" 1'-0" r-6- 2'-0" 7-6" 3'-6" 6'-0- r-0" r-0" 7-0" 7-6" 4'-0" 4'-6" 6'-6' a'-6" (- Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y"TY)Rim Board 1Ya" nail at each corner panels between each loaded joists 14" 230 1-0^ 1'-0° 1'•0^ r-6" 7-6" T-6- a'-0- T-0" r-0" r-0• 7-°" T-0- 4'-0" F-0" T-0" V-0" ,n sides at E1 W ONLY panels 9/2'deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with • only. 360 r-0" r-0" r-6" 7-6" T'6" 4'-0~ 5'-6- V-o- r-0" r-6• z-s° a'-o° s'-o" 6'6• s'-o" s'-s° v J 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood k cit` 560 1'-0" r-o^ 7-0" T-0• a'-s" s-o" 6'-6" V-0- r-6- T-0" 4'-a' 6•0" T-0" r-s^ s'-o" 10'o° - Ys" Do not cut flanges. 1Ys"TJ^Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer �a�`t\met oa\�i� z10 r•o" r-o" r-o° r-o" r-o^ r-s^ z'-s" 3'-6" s'o• 1'-0° r-o^ r o" z'-o" 3-0" 3'-6^ 6-6- s'-o^ ,1'-0^ O TimberStrand® LSL.Nail with one side at E5, 3 es a�° ads 1s" z3o r•0" r-0^ r-0" v-0" ,'-s" r s° 3'-0~ a'-o" r-o" r•o^ r•o" 1:5 z'-0° 3'-s" a'-0" T-o" s'-0" 1r-0^ 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of 4" C�eJet c t�\o iso r-o" r-o" 1'-0" 1'-0" 2'-6" z'-s" a'-6• 6'-6" 9'-0^ r-o~ r-o° 1 6" 3'-°" 5'-0" 5'-s" 9'-0" 10'-0" 1r-6" ( ) both sides at E6 reinforcement on one e 1� �� `EO 560 T-0" T-0" 1'-0" 1'-0" 7-6" T-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-D" 4'6" 6'-6" T-0" 10'-0" ,1'-0" 17.0" each at top and bottom flange. joist web with 3 rows Full depth vertical i Id Gat\a�<\, lea blocking between at E7,both sides at E8 F1 \0 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 1MI -6- 6 10d(0.148"x 3 )Halls at 6" 9 Attach reinforcement on-center,clinched.Use 2 each joist 1B„ 3so r-°^ r-o" r-o" r-o" 7-0^ 4%'F F-6" 10'4' 1'•0" 1'-6" T-0" a'-s" 6'•0° 10'-0" 112x4 minimum t ,. 7 , E7 E8 Less than 5" sso r-o^ r-o° r-o" ro" z'-o a'-s^ T-0° 1r-0" 7-0" 3'.6° s'-o" s'-s° 8'-0" tr-o" 1rto Joist flange with 'L' R` rows with 9/z and 11/ Less than 5"squash blocks 8d(0.131"x 2Y2")nails at 6" ad`s TJI®joists. 360 r-o^ r-o^ r-o° r-0° 1'-0" 7-0" 4'-0^ T-0" 10'-6" 1-0^ r-0 r-s3'-0• a'-6^ B'-o°Z vtO tt` Gap": WEB STIFFENER ATTACHMENT 20 560 ,'-o" r-0" 1'-o° r-or•oz-o -s" 9'-0" 11'-s" r-o" 1'-s• 3'-s" 5'-0" T-o" 10'-6" 13 1Ys"TJ®Rim Board or etc` on-center.When reinforcing E5 E6 1_ / CS Use 2x4 minimum squash blocks to ® Face grain 2� %"minimum 1Yai TimberStrand LSL. d` both sides,stagger nails. 24"maximum Table B - Intermediate or Cantilever Support transfer load around TJI®joist O O Nail with 10d(0.131"x 3") O O horizontal E4 Not for use with 3%2"TJI®joist flange widths 1" pp E1 E1 W nails,one each at top and E2 E3 (1Y"for TJI® � Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su port Option#1: 560,560D See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) TJI® Apply subfloor TJI®joist blocking with end DEPTH 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" BY" 7" 6%" 11" 13" EXTERIOR DECK ATTACHMENT pp y blocks installed at joist-span Web stiffener both sides. adhesive to all J P See sizes below. With point bad from above,and no support 110 2'-0" 2'•6" 3'-6" 4'-6" 7'-6" 1'-s" 2'-6" 3'-6" 5'-6" 6'-6` Flush bearing plate required. Structural exterior sheathing locations using 210 7-0" 7.6• T-6- 5'-0- 8'-0" T-o• 3'-0" a'-0" 6'-6- T-6^ Hanger height must ® t " contact surfaces below,Install web stiffener tight to top flange 9Y" 9 g Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang two 8d(0.113"x 2y") Tight fit* 230 z•-s" 3'-0• a'-o° 5'-6" a'-s" 2'-0" 3'-6" a'-e• s'•s" T-6- be a minimum of 60°� Flashing (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 3'•0° a'-o" s'-s~ s'-s^ s'-0~ 3'-°" a'-s^ s-s^ T-6° s'-o" of joist depth nails when possible. flange with face mount hangers). a� Nailing Requirements 560 T-6° 5'-0- 6'-0" T-6. 10'-0" 4'-0" 5'-6" 6'-6- 8'•0" 9'-0" sp 2/"screws, Depth Minimum Web Clinch nails when possible. Treated 2x_ o`s� typical TJI®Joist Series in. Stiffener Size Type Number Nails 110 r-o" r-0" r-6" 7-6• 4'•0- 4'-6" 6-6^ r " r-s" '-6" 4'- " T-O- T-0" 9'.6- ledgerp 031 a�. typ (in.) yP 210 ,•-0^ 1'-0" 2'-0" T-0" 4'-6" 6-0" 9'-0" 1•-0" T-0" T-0" 4'-6" B'-0• 8'-0" 10'-0" � tt` End Intermediate See fastener , „ 110 All %"x 25/6"I" 117/8" 230 r-0" 2'-0" 7-6" 3'-6• 5'-0" S-6" 10'- • 1'-0" 7-6^ T-6" 5'-°" 8'-6" 9'•0" 10'-6" 1Y8"TJ®Rim Board or 1/a 210 All X 2/,6 360 2•.0'• T-0" 4'-0" 5'-6• T-0" T-6-111--0- 2'-0" 3'-6" T-0" T-0" 9'-6" 9'-6" 11'•0" table below.Maintain 3 : 5 ::c„ 8d han mount 2"distance(minimum)from TimberStrand® LSL. Option#2: 230&360 All 7/"x 25/6'"' (0.113"x 2%") 3 3 110 1'-0" 3'0• a•0" r-0- 2'-0• z•6" 14'-6- 8'-6- 1.0" v o" 6.0• z•6" '5.0. 16'-0. 19'-0. 17-0- g edge of ledger to fastener. 2x_strapping installed at% 16d 210 1.0" r-0- 1'-0° r-0- 7.6- 3.0" 5••6" 9'-6" r-0" r-0" 7-0^ 3'-6" 6'-0" T•0. 10.0^ 13.0" 14" 230 1,-0" 1'-0- 1'-0- 7-0- T-6" 4'-0" 6'-0" 10'-6" 1'•0" 1'•0" 2'-6" 4'•0" 6'-6" 7'-6" 11'-0" IT-6- Face mount � Backer block joist-span locations using two 2 560 All 2x4'Zi 0.135"x 3tZ") Allowable Load(Ibs) ( 360 1'-0" 1'-0" 7-0" 3'-6' 5•-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" F-6" 9'-0• 10'-0" 17-0" 14--0- hanger 4'-0^ han er both sides of web Yz"screws perjoist,typical g ® Fastener 1Ya"TimberStrand® 12"TJ®Rim Board 18" 4 4 560 1'-0" 1'•0• 1'-8" 3'�" 5'-6" 6'-6" 9'-6" 13'•6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board 560D 20" 2x4'2' 16d 5 5 210 1'-°" r-0" r-0" r-o" r-o" r-0" 3.6" 6'-0" 10'-0" r-0" r-0" r•0" r-6- 4'-s" s'•6" 10'-0" 12'-6" 16'•0- Option#3: Web stiffeners required if sides of Yz"lag bolt 610 480 Direct/ applied ceiling 22"(3' (0.135"x 3%") 6 11 16" 230 r-o• r-o" r-o" r-o^ ,s" 7-0" 4'.0" 6•-6" 1r-o" r-°" r-0" r-0" 7-6" 5.0" 6'-0" 10'-6. 13'-6^ 16'-6" With top mount hangers,backer block required only Y PP g 0 360 1'-0" r-0" r•o" r-0 T-0^ 4.0" 6'-s" 10'-0" 13'-6- r-0" r-0" 7-0- a•o" T-s" a'-6" 13'-0. 14'-s" 17'.0- Corrosion-resistant 1 hanger do not laterally support at Fit H3 , 24" 6 13 ,^ 3 „ ®. for downward loads exceeding 250 lbs or for uplift Corrosion-resistant fasteners required for wet-service applications. P61 When specified on the layout, one of 560 1•-0" 1'-0• 11.0" 1'•0" 2.6" T-6" 7'-0" 11'-0" 15'-0" 1'-0" 1•-0" T-6- 5'-6" 9'-0• 10'-0" 14'•6" 16'-0" 18'-0" l►v� least/ of TJI joist top flange LA p y � (1)PSI or PS2 sheathing,face grain vertical conditions.For nailing requirements see page 5,TJ- the bracing options above is required 2 Construction rade or better a" 5" 6" 7" 6" 10" 12" 15'• 17"' 1. 4" 5" 6" 7" 6" 10" 12" 15" 17"' �" t 1 9001, Weyerhaeuser Installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1'-0^ 1'-0" 1'-0" 1'-6" 3'-0" s'-o" s'-o" 15'-0" t'.6 a'-o" 6'-s" s'-o" 1a'-s" 1s'-s" 1s'-s" v Roof Framing,TJ-9001. 16 560 1'-0" 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" BEAM DETAILS FASTENING of FLOOR PANELS 360 ,'•o" ,' 11.0- 1'-0" T-0" s' 11'-0" 15'-s ,'-o" ,'-°" 1'•6" 4'-0• T-0" 1z'-s" Guidelines for Closest On Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-o- 1%v 1'-o- 1'-0" 1'-0" v-6" 5'-6" 12'-0" 'f ' ` m w O TJI®(1)(2) Rim Board 12^ TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. ILL t t^, BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 2"TJe Ri 1%" TimberStrand®LSL Microllam® Parallame 9Y2"or „ 92"or 14"or 9Yz"or 14"or 18"or T 14"or 18"or • Leave Y8"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. b LU m .z_ BEARING AT WALL and 230 560 Board TimberStrandeLSL or wider LVL PSL Depth T 14 16" T 11/8" „ Z Ty- 11/e" 11/a" 11/e' 16" 20" 16 20" • Tables are based on uniform load tables in current design literature. OR WINDOW HEADER CONNECTION CONCRETE WALL g } ,Z 'd� � - IY 8d(0.113"x 2Yz"),8d(0.131"x 22") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/„ 2x8+%" 2x6+2" 2x8+2" 2x12+2" Two Two Two - - W Q -1 W 1V"TJ®Rim Board or Strap per code if t0 late 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used In residential applications,one maximum size round hole maybe located - Z W P P P P (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 � 1 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur In the joist. }- r Q Z 1/a"TimberStrand® LSL or Is not continuous over 8 „ a „ " Q Cantilever 2x6 2x10 2x6+/ 2x10+/ 2x6+2" 2x10+2 16d 0.162"x 3Y," 6" 6" 8" 6" Not }- blocking for lateral support header ( ) 3 a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z LU IL Z (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long V-0"long < 1 1 1 ® LU O panel edges)for diaphragms.Fastener spacing for TJI e joists in diaphragm applications cannot be less than shown In table.When fastener spacing for Backer Block(1) 1.55E TimberStrand® LSL Headers and Beams jL LU Q u ^O a Strap per Code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI a joists. ( 5/"or 3/a" 3/a"or%" '/e"or 1"Net 2x6 2x8 2x12 ..1 P P P Detail F7 late is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/z and staggered. or H2 O } Q P ) 2 x diameter of the spacing a b reduced o "on-center for i ht gauge steel straps. over Column (3)With 10d(0,148"x 1/)nails,sp i g c n a redu d t 3I g g g p `. P •2 4 Can be reduced to 4"on-center If nail penetration into the narrow edge is no more than 1 Y8"(to avoid splitting). /1 /(necessary,increase filler and backer block height for face mount hangers and maintain/a gap at top o 4"ml see detail to Filler and backer largest hole(minimum) ^, Q (Y TO mount ( ) p g p g). block dimensions should accomodate required nailing without Splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 1 V (n (V 13 hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 4"(to avoid splitting). 2 depth iLLLFF•--- V, (� Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone hanger wood from direct recommendations listed above. C contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor X !--! L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O Z O ■Nailing rows must be offset at least 2"and staggered. o literature for framing connectors o 0 0 0 0 1.55 E TimberStrande LSL •� y ■14 ga.staples may be substituted for 8d(0.113"x 2)/2")nails If minimum penetration of 1"into the TJI®joist or rim board is achieved. _ •� ® 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 Hobe Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Ya"11 3" P P TJI® joist framing does not a rim board or rim joist. Fastener Installation Requirements j g El 14°-16" 45j" Piece #of Fastener require bridging or mid-span blocking General Notes See Illustration for allowedlhole zone •"t*}t?., Wdth Plies Type(') Min.Length #Rows O.C.Spacing Location When fasteners are required on both +,.a*°�• :r,- • Allowed hole zone suitable for headers and beams with ,t� uniform and/or concentrated loads anywhere along the member. „ «••*'"*•+,, Yw g sides,stagger fasteners on the second • Round holes only BEARING AT 10d nails 3° 3`2) 12" side so they fall halfway between f• :, . ":i1+';! t^ 1 t 2i • No holes in headers or beams in plank orientation. 4, ;,;, ! I, j,;(• COLUMN 2 12d-16d nails 3Ya" 2 One side fasteners on the first side. ,^, $- Screws 33 'or 3 2 24" H2 � 10d nails 3" 312 DO NOT bevel cut joist Other Trus Joist® Headers and Beams 12" Both sides AlO Rim board joint 12d-16d nails 3Ya" 2'2' beyond Inside face of wall. EZ between joists Microllam® LVL V sS t,,l"'".� 2 c l;'r.• 3 J DONOToverhangseatcuts 1.3E TimberStrand a and Parallam®PSL 3 3Ya"or3Yz" c , " ,..• ti Screws 2 24' Both sides Load must be applied evenly across on beams beyond the inside LSL hole zone hole zone largest hole(min mum Y3 depth 1/a face of support member" g ( ) f' 5" One side entire beam width.Otherwise,use Verify column capacity 10d nailsj" 3" 3'2j One side connections for side-loaded beams. of NOT cut,notch or drill '`t'1- and beam bearing 3 2) 12" (per ply) except as indicated in 5 12d-16d nails 3 y" 2 holes in headers or beams r ��� � $ L��l L length.See current 4 d o 0 o illustrations and tables. .�l ERi.D O Weyerhaeuser literature. 5"or 6" " Both sides y o 0 0 Screws 2 24 Multiple pieces can be nailed or bolted together to CS A 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Jofste Beams 5"or 6" Both sides maximum width of 7" 1Ys"TJ®Rim Board or 1%" Parallam®PSL Header or Beam Maximum Round O O Screws 2 24" L3 3Yz' 2 One side TimberStrand® LSL. allowed hole zone Depth Hole Size 6 Y4" A2 • middle%a span 4%" 1" %"bolts 8" 2 24" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM'. "- 13/ B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 71/4'-20" /4 COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 INL See illustration for Allowed)Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. rr 1- General Notes B2 • Allowed hole zone suitable for headers and beams with uniform loads only. �Q BEAM ON . Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 63 • No holes in cantilevers.TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. O V O 1Ys"TJo Rim Board or (Load bearing wall above) 1Ya"TimberStrand@ LSL. One 10d(0.1281'x 3") Joist may be shifted up to 3"if p B4 Use B1 or B2 at g A I I floor panel edge is supported O intermediate bearings NG One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally I Q - nail each side.Drive Do not cut joist flanges. � IL nailsat an angle at Bracing Includes: Plumbing Drop braced/shear wall g � �X Q � 9 � P1 least%"from end. End of joists from above : Blocking : Sheathing • Strut Lines t t Q U Q O Hangers Rim Board • Rim Joist ' y w III< < U 3Y2"minimum at centerline COLUMN BASE 3 intermediate bearing Also see detail B2 of support L2 T 1/ minimum end bearing � 9V X . single-family applications 5/'may be required r for maximum H1 , Shear transfer:Connections equivalent capacity to floor anal Hellin schedule O '`fir r � - _ � Q..� n p g • tv u� 11._ t' Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building ® ° until braced. that are lying flat. materials on unsheathed Q N IV'TJ®Rim Board, TJI 560 rim joist:Toe Additional'oist is required if O O i'' :'";•:N , INJURY MAY RESULT. joists.Stack onlyover 1/a"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O V P2 TJI®110 rim joist: Waifs,one each side of ® or if span rating is exceeded. O : .•' Exterior Deck WARNING NOTES: beams or walls. Y LL O One 10d(0.131"x W)nail TJI joist flange TJI 560 • ; . ' ° o LA DO NOTusesawn Lack of proper bracing during construction can result in serious -I W O =O into each flange floor joist Attachment lumber for rim O pl 9 J '�• •�''� ''• < Structural accidents.Observe the following guidelines: TJI®210,230,and 360 rim °' . O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI e joists INSTALLATION TIPS .:� • •:,. sheathing 9 9 1 Pp Ioists must be completely installed and properly nailed. � Q as It may shrink ELEVATED I I joist: O Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be � cQ COLUMN BASE 4-1 One 16d(0.135"x 3Y2")nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. N Q 1 4"minimum bearingmay not be required. O Use On 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 into each flange Top View O only Safet bracin 1X4 en sneered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under Tight construction loads-such as a Q Locate rim boardjoint between joists. Squash blocks and blocking panels car stacked Protect untreated wood o y g( g worker or one layer of unnailed sheathing. J • q 9 P carry minimum)at Won-center(6' Y 9� 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 e joist before additional loads can be placed on the system. ®' 1 O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ' of a TJI joist(with web stiffeners)is not a substitute Concrete 1/2"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1!2"from true alignment. IV'TJ®Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with DATE: FEBRUARY 2021 ® 12"on-center two 8d(0.113"x 2%"}nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this '>.;; w?:�•,4,.: TimberStrand LSL. product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California .•" •When Joists are doubled at non-load bearing parallel (see WARNING). P Y partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit w .com/inform. Bearing plate to be I-JOIST DETAILS Optional plumbing or HVAC, P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam r. grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Paraliam,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. 1Y2"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 Joistlnstai/ation Guide, TJ-9006, which should be referenced for additional information. m TONN COMMENTS z ' ' THE I — ZENITH ' ' z 0 AR IRO ED AS NOTED ��jj A QUAL I TY NE:V4 BIOME: MOI7E:L 5)00 DATE: B•P.# Uu LL xx COMPLY WITH ALL CODES @E_ w FEE: vt NEW YORK STATE & TC WN C [ OAS 1 S AT MATTI TUCeK, GORE. NOTIFY B ILDING DEPARTMENT AT 765-1802 AM TO 4 PM FOR THE AS REQUIRED AND CON DITIO 13zO _ Z FOLLOWING INSPECTIONS: � I O 1. FOUNDATION - TWO REQUIRED p FOR PO RED CONCRETE i ? R 2. ROUGH - FRAMING & PLUMBING i u. USTEE Q 3. INSULATION N 4. FINAL - ONSTRUCT'^N MUST # >• BE COM LETE F0- 0. _ ALL CONS RUCTION SHALL MEET THE REQUIREM NTS OF THE CODES OF NEW YORK STA E. NOT RESPONSIBLE FOR DESIGN OF CONSTRUCTION ERRORS. RETAIN STORM WATER PURSUANT TO CHAPTER 23 OF THE TOWN CODE, j OCCUPANCY OR USE IS UNLAWFUL PLUMBER CER TIFI ATIO Q WITHO T CERTIFICA_I ; ON LEAD CONTENT EFO OF OC U PANCY CERTIFICATE OF OC UPAN SOLDER USED IN IVATE SUPPLY SYSTEM NNO E_ECTRICAL EXCEED 2/10 OF 1%, LEA INSPE ;TION REQUIRED 1PtaUmBIN . I ALL ATERLlNG��,A E E TESTING RcF0p, C N, �D -:RIrJG• TRUSS FI. CARDING REQUIPED Must provide Mani As DON T PROCEED WITH D, J and S as pe 44 FRAMI dG UNTIL SURVEY, NYS Ener COdc OF FOU JDATION LOCATION gy H, OEEN APPROVED. Z o n/ n- 1� .,,,. of /ill exterior lig ` g j j� m �- - --- - -_---- -— _ _ W ° 8 and ductv�ork Installed,replaced or LH m re aired shall conform } 7— 7— <-t �z V testing required. P to Chapter m — — �T O -1 w - - of the Town Code ��- FINISHED 5EGOND FLOOR _ _ _ _ _ _ _ _ _ _ — _ — _ — — _ _ P 2 0 7 70z 7— LU " Z - - Ell 0. z °w LOOK AREA A TABLE: > �< < FIRST FLOOR 1,373 of (� N O d SECOND FLOOR 1,1201 sf 0 Q GARAGE 585 Sf o BASEMENT 1,40,65 sf PORCH 66 sf N ° TOTAL LIVING SPACE 2,502 9f CONDITIONED FLOOR AREA 3,0108 orf (INCLUDES BASEMENT) FINI5HED FIRST FLOOR — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFILTRATION VOLUME 42,583 cf OcRw...p.�=,,., - - (INCLUDES ATTIC BASEMENT) FINISHED GRADE ry r «�iet4 `C»u»s/ t ; t c; f, I I I I I I I I I I I I INDEX TO •.��� °• '; �a.,N .., I7RAN I NO S C - - - - - - - - - - — I I DRA^IONG No. arlY c. e` COVER4 ELEVATIONS A-I — — I I I I I I ELEVATIONS A-2 DIIE- VERED FEB 2 7 2021 FOUNDATION PLAN A-3 F I RST FLOOR PLAN A-4 2nd FLOOR PLAN A-5 p — — —I — L — J � WALL BRAG I NG 4 ROOF PLAN A-6 - - - - - - - - - - - - - - - - - - - - - - - L SECTIONS BDETAILS A--r — I - - - - - - - - L - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTES O rO A-8cj O dl TJI-DETAILS A-01 N �i d L z 1X m FRONT E:LE:VAT I ON — � v } cv SCALE: I/4" = I ft O 4 IL O Z to °o o 4 N °� o 6 a V � � z QQ v {— X F-- 00 — � v° Q w � uIL IL O 0 DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A == I z O YH11 11,411 hill III 1 11 1 11 11 v 11111 11 1 1 1 1111 Jill III Hill III III Hill Iz a[ O w Jill Hill 1111 H 1111 1 - - - ' - - - - - - - - - - 1111 lill 1111 JIM III H - - - - - - - - - - - - - - - - - - � �— p � Lu 11 LIU C, rr 1� UW MW 11 11144— Lu tu 1� Z Zm O d� � ?a (�zw V up 4 rOz LIJ13 z Ow OL a<� m� ly REAR ELEVATION o > d SCALE: 1/4" = 1 ft Z Q Q z Q t Q ,,,J .ra;`���e3 yrs"'•^:. D o S 12 12 O H 8 8 Oo � >L 8 Oz O NZ 8 DO 12 12 �i aL %Z 0 :5 z dJ N - �- t- El EE E9 M E7 E9 E3 E3 LUW� L ° z El El El 0 El ® ® °� < -j -- d OL lD-E] El El ®- ® �- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ El El El El 17 El E] ,. o o �, O J DATE: FEBRUARY 2021 REAR 4 SIDE SII )E ELEVATION SIDE ELEVATION ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A === 2 255# ASPHALT 5HINOLE5;MIN. (4)-FA5TENER5 PER A STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Z A-7 [R905.2.6] O H O No. 15 ASPHALT FELT UNDERLAYMENT[R905.1.1] _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 2x8 [UG3B] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED 1 O v [R50 BITUMEN ICE SHIELD BARRIER [R905.1.2] x 4" 6ALV. LAG SCREWS AT I6" O.G. STAGGERED 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V 1 I 1 [R507 2] 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES W V 1/2" STRUCTURAL PANEL SHEATHING [R803.2] O 11.. 2'-0" 3'-6" R-39 G1-05ED-CELL SPRAY FOAM (SPF) INSULATION 0 W 15'-0" 4'-6" 5'-6" 14'-0" SOLID WOOD BLOGKINO Z N r I�I O Eap. GEILINO JOIST Q BASEMENT ENTRANCE STAIRS DRIP EDGE [R905.20.5] N l \ 8" REINFORCED CONCRETE RETAININ6 WALL �(2)-2x8 P.T. GDR' -~ - 1x8 WOOD FASCIA # _V #4 REBAR AT 12" ON-CENTER EACH WAY - 1 J DECK LATERAL G NNEGTION [R507.9. ] I/2" GYPSUM WALLBOARD i 1 } _ 51MP50N DTT2 SOFFIT VENT STANDARD HOOK AND LAP INTO 16" x 8" P.G. U o DE INSTALL IAW MANU AGTURER'5 5PEG1 IGATION FOOTING. 2" MIN REBAR GOVER in h (TYPICAL-2) DOUBLE 2x TOP PLATE ! VINYL SIDING. ATTACH THROUGH RIOID p BO MINIMUM 24" LAP SPLICE LEN6TH [Rb02.3.2] ! INSULATION TO WOOD FRAMING PER �- II" � MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND f5,{b R Oj �y QG i AREAS AND TO RE515T A MINIMUM 28 psf - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I SUCTIONLOAD (EXPOSUREB) OR40p5f - - - - - - (EXPOSURE G). L_ _ __ _ __ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ - - F 3 " H ND I [ 11.78] CONG PLATAND STEAT PS I 1 - - 3°245LR - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3o245LR N I R 5E 5 - 00 I O EMERGENCY ESCAPE RESCUE OPENING DRYWELL I [R310] PLASTIC HOUSEWRAP INSTALLED OVER FOAM 4'-3" I 1 _ MANUFACTURER 5A NS RUCTIONS [R-703.21 AND TAPE ALL MS PER z - __ - - - - - - - - - - - - - - - - - - J L - - - - - - - - 3068 I LL- R-15UNFAGEDFIBERGLA55BATT INSULA�ON R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O J L- - 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ r - r BASEMENT I GAP-HEAD NAILS WITH A MINIMUM 5/4" PENETRATION;SPACED 12 O.G. PERIMETER AND 4" P.G. SLAB I 16 O.G. FIELD. �t 2x8 PLATFORM `? R-13 2' CLOSED-CELL SPF INSULATION �� 5T IN SECOND 6A5 WATER HEATER I I N FLOOR PLATFORM(ALSO AT RIM 1- NOT SOWN) (� A. O. SMITH I I 1z 1/2" STRUCTURAL PANEL SHEATHING L--! OPVT 50 200 HW I 1 [Q ( CAPACITY = 50 gal Q I I 1 I NOTE: - I I 3/4" STRUCTURAL PANEL SUBFLOOR 2x 50LE PLATE O N I I i I HOLODOWNS ARE N 3-1/2"0 STL COLUMN I [- - - - 2x BAND J015T 13 NN NOT REGU I RED FOR x 6"x12"xI/2" TOP PLATE I _ 1 1 z I I N 12"x12"x3/4" BASE PLATE 2x6 PRESERVATIVE TREATED SILL [U62] I I �� S THIS PROJECT. L_ - - - r � ON 4'-0 x4-O xI4 DEEP P.G. FTG. I p zp 0 I I I I �� w/#5 REBAR AT 8" ON-CENTER EACH WAY I I N x 0 FLOOR JOISTS COPPER TERMITE SHIELD Z6 I I Q w I I __ __ (TYPICAL-4) 2x8 [UG3B] P.T. LEDGER OVER SILL SEAL I 1 pz p 1 I 1/2"0 x 4" OALV. LAO SCREWS EXTEND SIDING TO WITHIN 12" OF FINAL N I I O� I I I I (3)-I.?5x11.875 LVL GDR AT ib" O.G. STAGGERED = - WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS u-Q I - (ENOINEERED DESIGN) - [R507.2] I I 2x � O DOUBLE FRAME i- - - - -1 - - - - - - r- - - - -I I AT I6' c!- N [R403.1.6] m I I �' - MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT Q 1 I AT STAIRS I I I I I I 1 I I I m GREATER THAN b FEET ON-CENTER EMBEDDED r NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH 6RADE �J -' UNEXGA\/ATED Z BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ 3'-O" OF THE WIDTH OF THE PLATE. A NUT AND I I I I I I I I BEAM POCKET (TYP-2) L_ - - - - J L - - - - J L - - - - J 1 WASHER SHALL BE TIGHTENED ON EACH ANCHOR 'I 1 II'-8" 10'-4" 8' BOLT. THERE SHALL BE NOT FEWER THAN TWO z 1LI HN HN W BOLTS PER PLATE SECTION WITH ONE BOLT (n m Z ItJ LOCATED NOT MORE THAN 12 INCHES OR LE55 z E- p Vv W i 1 _ THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH 11= 2 3 Q Z a- Z in O END OF THE PLATE SECTION. WALLS 24 INCHES O .. - 0 } < O� _ _ c0 w I I a U I 1 FEWER THAN ONE ANCHOR BOLTOTAL LENOTH OR RT LOCATESHALL D N THE N N o (� iv )- O Z z �p 1 I CENTER THIRD OF THE PLATE SECTION AND Il "' J W z z O o 1 I 1 I SHALL BE ATTACHED TO ADJACENT WALL Q Lu V[ r j (X ''11 ,, OL O Q I I Q I I PANELS AT GORNER5 AS SHOWN IN ITEM cl OF Q Q N) _ J < 1-{--1 >• Ill ® WO TABLE 8602.3(1). [Q - v ...1 -�O I zp I I Q� IX NI I I x -ox Q��aa � mcid Q (V N I I 11 R-11 BASEMENT WALL BLANKET INSULATION O N g O Q a Q- O N O I o - - - - - - - - = - - - - 0 1 1 O Qm J- p " o> Z < p t o I ( 1 m l I P.G. FOUNDATION WALL O IL c4 T CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY - 1--1 1 L- - - - - - r �D AND ONE No. 4 BAR NEAR MID-HE OF THE WALL >x� 1 - - - - c0 I I 8 P.G. FOUNDATION 5TEMWALL UPON 1 I _i Q - z I L - - - - - - - - - - - - - - - - - - - - - - - - - - j�j I I 16" x S" DEEP CONTINUOUS P.G. FOOTINO +� STORY [TABLE R404.1.20)] O O N LL I011i EXPANSION JOINT '- - - - I U- DECK - - -- - - - - - - - - - - - - - -1 1 Q - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( I N ABOVE 1 �- Q I 4" P.G. FLOOR SLAB - - - - - -- - - - - - - - - - - - - - - - 2x8 [U035] P.T. LEDGER POURED CONCRETE FOOTING t"" *r. r r- ; �`a•, I(2)-2x8 P.T. O R� _ __ 1 1/2"(P x 4" 6ALV. LAG SCREWS AT 16" O.G. ON UNDISTURBED 501E [8403.1] 6 MIL POLYETHYLENE FILM STAGGERED R507.Q] �. ���• ��„ ��''� f-. _ _ _ - - - - CONTINUOUS UNDER STEMWALL �:c•, �,•y,frf; - - - - P.G. FTC, ''�r' S`'�((.`�rr 4 �lyZ✓e-•- 11-4 2" 2" TY"FI GAL NA na LL 5GT1 ON 22'-S" T-4" 12'-4" 10'-O" 17'-10" ''.+:,a,�•` ' ,� . SCALE: NTS a" a" 71'-b" DE: IVEREO FEB 2 12021 4"x4" [UC45] PRESERVATIVE TREATED P05T WITH 6ALV. METAL P05T BASE ANCHOR ON Q 12"0 x 6'-0" HIGH P.G. COLUMN WITH(2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM zO MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) (ENOINEERED DE516N) O O 'V- A p r Iz Ism v m FOUNDATION PLAN SCALE: 1/4" = 1 ft z z 7<IH O N ° � � o 0 STRUCTURAL DESIGN NOTE Lu U F w I z Oi tX z In accordance with the 2020 RGNYS; structural OL t < WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and < -( steel/wood composite columns, beams, headers and < OL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: F- 0 0) WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS 0 Q _ 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 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,'JVITH GRILLE 1) resist gravity loads, and v W q) B UNIl•ED WINDOW 3900 3030`✓ 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE IL 0 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 sq 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained In the prescriptive design to 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 sfi 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,'JVITH GRILLE provisions of the 2020 RGNYS IL 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,'✓VITH GRILLE O F NOT IN PROJECT F were designed in accordance with m G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 with 2018 supplement. H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sfj 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE "I 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 as walls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE DATE: FEBRUARY 2021 K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR CLASS 1) resist wind loads, and L C.H.I.0.H.DOOR 2250 PANEL STYLE 8'x T± 56±sf - 56±sf 56±sf N/A N/A -23.0/-27.8 psf[50 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 TYPICAL WALL SECTION O 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 RISULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed In accordance with ASCE "7-i6 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the tans, the ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 p y are annotated "ENGINEERED DESIGN." A - 5 m 71'-6" NOTE5 INDEXED TO THE 2020 ENERGY GONSERVATION GONSTRUGTION 31'-0" 3s'-o" 2'-0„ 3'_6= zz CODE OF NEW YORK STATE 6'-4" 10'-8" 10'-8" -►'-4" V R101.5 COMPLIANCE= This building was designed and shall be P constructed to meet the 2020 EGOGNY5. Both RE5check N.S. MAJESTIC QUARTZ 32 DIRECT Department of Ener INSULATE 4 AIR-SEAL ALL and REM/Rate (Norelco) computer p-7 VENT GAS FIREPLACE. z software was utllitze to demonstrate compliance. All J mandatory provisions of the 2020 ECCCNY5 - Residential THE CHASE, INSIDE WALL OU WALLS,CEILING AND FLOOR OF Provisions are in Force. PROVIDE RESERVED SPAGE IN SERVIGE PANEL FOR SURFACES SHALL BE FUTURE SOLAR ELECTRIC, INSTALLATION [TIO3.q] O 81052.2 WRITTEN STATEMENT= To the best of my knowledge, SHEETROGKED AND TAPED. 1L CLOSED-CELL SPF belief and professional judgement, these plans comply with the 14'-O" AND CEILING WALL SHIELD A Ener Go Furthermore,as a RESNET certified rater (I.D. � FI ST 5HAL BE CAULKED OPS L GA .. No. 2614387), I certify that these plans comply with the Home ATTIC, PATHWAY FOR SOLAR ELECTRIC, [TI03.8] LLQ' WITH CAULK HAVING A 300° F N W Energy Rating System (HERS) program. A signed certification INSTALL 2"(1) VERTICAL 5GHEDULE 80 PVC, CONDUIT 0 MINIMUM CONTINUOUS EXPOSURE -' j 5/ xb DECKING RATING. COAXIAL VENT HAS N - - - - - - - of compliance with the HERS program (HERO) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS u� OUTSIDE COMBUSTION AIR z of the constructed building to demonstrate complfane. OR GAPS AT EACH TERMINUS [E3,502.3.2]. O INTAKE. N f GYPSUM BOARD B .. O jI f, J 8301.1 CLIMATE ZONE: 4A Suffolk,NY CONTINUOUS BEAD OF � 36" GUARD [8312.1] 3030 OG � (V SEALANT R4012 COMPLIANCE: This project compiler, with 2) Section R405 - - ------------------ -- 7(2)-62xl ---- rs- 1 - Simulated Performance Alternative,and the provisions of I I I 1 SLDR 6°68 5LD (2)-3°s° ryGYP5UM BOARD I _ _ I I Sections 8401 through 8404 labeled "Mandatory." --- _ _ F_ _- l 2 HDR ( R (2)-2x12 HDR { Mandatory requirements: BASEMENT ENTRANCE CERTIFICATE: Builder to post per Code. `r DOWN -> I I 1 3 1 r------------- R4010 i j CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE, To be tested 4 verified to 3 - i I O ry I1 1 WALL LINE ABOVE 1 a ! SEALANT AGH by HERS rater. See Table 8402.4.1.1 in plans. PL TE Ht. A F LA H . q I A5F i I j I R402.4.2 FIREPLAGE5: Factory built with UL 127 doors. 1 1 O Q <(1 I I O - -- --- W Lu ----� L-- j I I CONTINUOUS MINIMAL R402.4.3 FENESTRATION, See window/door schedule - �_ ----------------d 1M cAI - R402.4.4 FUEL-BURNING APPLIANCES: All room heating and KITCHEN j € I EXPANDING FOAM AT WINDOW g ca® UNIT PERIMETER hot water heating appliances to be direct vent with both [Y tX 23'-4 1/2 = 7'-0 1/2" 1 IO o I j Intake and exhaust pipes installed continuous to the m I Q w WINDOW UNIT outside. 3 1/2= Ccc) R402.4.5 RECE55ED LIGHTING, IG-rated and labeled as I I I z z having an air leakage rate of not greater than 2.0 cfm per o uzJ 0 I I iv 8402.5 MAX. U-FACTOR 4 5H6G, See window schedule. ---------------� cv = w �t i I > I 1 N LU LL FAMILY ROOM S i R403.1 CONTROLS: See plans for thermostat Information. 1 ° .I i ' 1 II 1 I O I si i v m 4'-5" I° tX - p 840332 DUCT SEALING: All duct joints shall be I o I I I 1 w n w 1 N mechanically fastened and sealed with duct mastic I 1 Q `J - I-- I 1 Q I Q p 1 CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I GARAGE I i EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN5= A duct air-leakage test Is not I I- 5" P.G. SLAB V I'-3 I/2" -� I UNIT PERIMETER required under exceptions I and 2. I Q ; I I I 1L >L q p QI PITCHED TO DOOR ___ __ QI F I I 2 NOTE: q O GEILIN6 HE16HT ( 20 cfm CONT. TO ERV o I R403.3.5 BUILDING CAVITIES: Framing cavities shall not be v I l } = THROUGHOUT FIRST STORY [M1505.41 used as ducts or plenums. N d)I I I _r l ' I I l R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate -� cxVl O I I Q L____J I� �I mechanical system piping carrying hot water to an cw R-value of not less than R-3. N I I I x 25 cfm GOVT. I x I 1J) R403.5.1 HEATED SERVICE HOT WATER(SHN CIRCULATION N I WALL LINE ABOVE---I :n e a TO ERV x x T SYSTEM: + 1 r: 2 6 2868 N I I SMOKE 4 G.O. �0 I] Not in project. I I - [MI505.4] m CONTINUOUS BEAD OF p O 1 HEAT DETECTOR SELF-CLOSING 20-min 1 1= 7" x 7" PSL COLUMN r'1 DETECTOR(TYP) 2468 iv I"`o 8403.6 MECHANICAL VENTILATION, ERV continuous m 1 I N I'll : ,- SEALANT F.R. DOOR[8302.5.1] (2)-1.75 x 11.8"15 LVL : -. -� I� ventilation system specified In the plans exceeds the I 1 PDR I 0 - minimum efficacy of 12 cfm/watt. = I _ I FLUSH HDR m �� (2)-2x10 m I O m R403.1 HVAC, EQUIPMENT: Sized In accordance with AGGA ---------------d ,- �- - -- (4)_1.75 x 11.875 LVL FLUSH HDR (2)-1.15 x 11.8'15 LVL FLUSH HDR HDR r Manual J and Manual 5. in - ----- --- - ---------------- -- R403.6 -------------- - ' GYPSUM BOARD N m N (3)-1.75 x I6 LVL DROP HDR (ENGINEERED DESIGN) (ENGINEERED DE516N) BEARING WALL 2868 1-1\ 8403.8 MULTIPLE DWELLING SYSTEMS= Not applicable _� -- -- - -- -- -- -- - 1 I „ ' R403A SNOW MELT= Not In project. N (ENGINEERED DESIGN) 6 1 2- 3/4 ® BATH R403.10 POOLS AN SPAS: Not In project. _ 1 Pro I TECHNOLOGIES S CONTINUOUS BEAD OF --------------1 1 240' I 8403.11 PORTABLE SPAS: Not In project. I GL II MODEL T705 I W ADHESIVE R404 LIGHTING: Builder to install hi h-efficient lams In at 1 1 20 cfm CONT. TO ERV �_-- I: g y p I v 0 1 I PROGRAMMABLE [MI505.4] least C10% of permanently installed fixtures. 1 I = - ^ CONTINUOUS BEAD OF 1 1 INTERIOR GARAGE WALLS: _ THERMOSTAT 6 U ) I R-15 BATT INSULATION 2x10 STUD WALL AT 24 O.G. o 1 0 SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was o O X fY I Y�" 6YP5UM BOARD _� I_ - HVAC R.A.G. CHASE - -a 1 %i F N y\ I used to show compliance with the Energy Code. REM/Rote Q I i I N 2 0 1 FOYER N __ -- _ -. _ . .. -_ .. software was used to model the building performace - see $ --. _-_.-_-- -.--_---._...-._-- ..--- -_-.- _. _. I .i 6ARA6E CEILING. LlK m I- cJli OPEN TO ABOVE _� t (� 2020 IEGG Energy Cost Compliance report provided with iv c01 O I o 1 m Q = 0 Q BEDROOM 4 1••-1 E J 2" CLOSED-CELL SPF Permit Application. RE5check was used to model the building r j I L I Yz GYPSUM BOARD 2468 _ -7 P based on national standards - see RECcheck , I [TABLE 8302.6] �; DINING ROOM u� 1 iv `J Compliance Certificate and Inspection Checklist provided with �I i I 3�I/2" m rli m ---------� f1� II _ Permit Application. I - m u� -- - - ---- - - - 10-3 1/2 i9 F- I -� (2)-1.'15 x 11.875 LVL FJ h I 2- : I1 � 1'I�,1 1 I LU X UNDER SECOND STORY WALLF1_1 PANTRY ~ K N 3 I/2" 3 I/2" 11 1 111 1 LU v -�! : h I 1 O m N 12'-5" 5'-2 1/2" z r W z CONTINUOUS BEAD OF l N Ill I � z - - - --I IT O --t W SEALANT - ----J 7-4 _ _ -----------, } � Q � � I -----------� 3 6 /(2)-O 6 SL (� GYPSUM BOARD (V o 9' toe W ,- 22' m I- 1 N = ° in PORGH WALL LINE ABOVE 2 6 Z W -- -------------------------------1 4 e I Q t- Q (3)-3°5 5/4x6 DEGKING (3)-3050 CONTINUOUS BEAD OF O 3050 O 3050 - (2)-1.15 x 11.875 LVL HDR -- (2)-1.75 x 11.8-T5 LVL HDR m SEALANT11� 4x4 P.T. POST IL (� r O < < CONTINUOUS MINIMAL PLATE Ht. 8'-5" A5F PLATE Ht. cl'-I" A5F O (TYP-2) O +�- v, Q Q I' EXPANDING FOAM AT WINDOW UNIT PERIMETER -- -- -- ---® _ '7 WOOD STEPS Z WINDOW UNIT (OR y I I WEATHER-PROOF DOOM =GIS i 1 6-4' 101-01, 6 4 6 6 6-6 (2)-2x12 UPSET HEADER 6_61. 12'-0" i 11 s 22'-8" 7'-4" 13'-O" 10'-0" 18'-6" :rt*9'°;•h•,r=t.o CONTINUOUS MINIMAL : '�.1 .,. NIT PERIMETER M AT WINDOW \ w• y' so A I R SEAL I NO NOTE5 -11'_6" " :c,. ..1F } J^ i TABLE 8402.4.1.1 -2024 A, AIR BARRIER AND INSULATION ^ ` INSTALLATION CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION SEALANT CRITERIA iU`� •`.aawlAn2f4 �,n r, A continuous air barrier shall be installed in the A building envelope. it General requirements The exteriorthermal envelope contains a Air-permeable insulation shall not be used as A-7 +9 1 �O�l GYPSUM BOARD a sealing material. D�4,1 y(^ EC � i continuous airbarrier. CONTINUOUS BEAD OF Breaks orjoints In the airbarrier shall be sealed. �i ADHESIVE The air barrier in any dropped ceiling/soffitappin nshall be FIRST FLOOR PLAN N Q i aligned with the insulation and any gaps in the air )L•� (i CONTINUOUS BEAD OF Ceiling/attic barrier shall be sealed. The insulation in any dropped ceiling/soffit �� SEALANT shall be aligned with the air barrier. SCALE: 1/4 = 1 ft O Access openings,drop down stairs orknee wall doors to unconditioned attics aces shall be sealed. O � Cavities within corners and headers of frame i i e Q 2" CLOSED-CELL 5PF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling U1 sealed. the cavity with a m aterial having a thermal LL resistance of R-3 per inch minimum. Q 117- res The junction of the top plate and the top of exterior - walls shall be sealed. Exterior thermal envelope insulation for Z m ' framed walls shall be installed in substantial O Knee walls shall be sealed. contact and continuous alignment with the air �l barrier. v The space between window/doorjambs and Windows,skylights and doors O r framing,ands li hts and framingshall be sealed. I CONTINUOUS SILL SEALER - Rim joists Rim oists shall Include the air barrier. Rim joists shall be insulated. , \ FULL WIDTH OF SILL Floor framing cavity insulation shall be installed to maintain permanent contact with FOUNDATION WALL the underside of subfioor decking. Z T Q IL Alternatively,floor framing cavity Insulation t I ' Floors including cantilevered floors The airbarrier shall be installed at any exposed to \, %•. � shall be in contact with the top side of Q , J . and floors above garages. edge of insulation. �[ sheathing or continuous insulation installed CONCRETE SLAB on the underside of floor framing;and J < extending from the bottom to the top of all g,l Q- Z erimeterfloor framin members. STRUCTURAL DE51 GN NOTE v IIKy Exposed earth in unvented crawl spaces shall be Crawl space insulation,when,provided 0�Q a V Z Crawl space walls covered with a Class 1 vapor retarder with instead of floor insulation,shall be In accordance with the 2020 RGNY5; structuralOL overlapping joints taped. permanently attached to the walls. elements such as engineered wood, steel and � �. �_ •_( ' i•'`` �: /'` /` Duct shafts,utility penetrations,and flue shafts X steel/wood composite columns, beams, headers and 4 Shafts,penetrations opening to exterior or unconditioned space shall be p a IL sealed. girders that: g o In N Batts to be installed in narrow cavities shall ' be cut to fit or narrow cavities shall be filled 0 W V " � '(�/` � ,� " ' �• � �` , Narrow cavities U resist gravity loads, and with insulation that on installation readily V_ L conforms to the available cavity space, Garage separation Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O Wr and conditioned spaces. provisions Of the 2020 ROWS � NOTE: IT IS THE INTENT TO PROVIDE FOR A Recessed light fixtures installed In the building Recessed lightfixtures installed in the I O CONTINUOUS All-1 BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight THERMAL ENVELOPE. THIS DETAIL SHOWS surface. and IC rated. were designed in accordance with m TYPICAL METHODS OF AIR-5EALIN6 USING in exterior walls,batt Insulation shall be cut ANSI/AWG NDS-2018 with 2018 supplement. 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 SHOWN,SUCH AS conforms to available space,shall extend CANTILEVERS AND STAIRWELLS, SHALL BE behind piping and wirin . that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALI6NED WITH THE Showerltub on exteriorwall showers and tubs shall separate the wall from the shall be Insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS, showerortub. 1) resist Wind IOads, 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 FIRST FLOOR boxes shall be installed. provlslons of the 2020 RGNY5 PLAN I /�' [,DETAILS '� HVAC supply and return register boots that A I R 5'E J` L.. I NO [, ET J` ILS HVAC register boots penetrate building thermal envelope shall a sealed J="'� f"'� to the subfioor,wall covering orceiling penetrated were designed 1n accordance with ASCE 7-I6 wind by the boot. provisions and acceptable engineering practice. SCALE: 3/4" = 1 ft Where required to be sealed,concealed fire DRAWING NUMBER sprinklers shall only be sealed In a mannerthat Is recommended bythe manufacturer. Caulking or where such elements occur in the plans, they are Concealed sprinklers other adhesive sealants shall not be used to fill annotated "ENGINEERED DESIGN." voids between fire sprinkler cover plates and walls A .4 or ceilings. A A-7 Z O v 47'-10" Q v 2-51/2" 5'-6" Q LL_ (� 3'-q 3/4" W-2 1/4 6-4 6-4 3-8 3-8 W O � r------------- tV Z .. 0 I I NI I p 1 F� OLI I I I #} I , w I O i HAZARD GLA INC [R308.4] O (2)-3°5° j O r------------------------ ------- ------- —1--- --------- ----- ---------- HALL -- ----- WALL LINE BELOW � 0 I �p 2x8 GJ AT 16" o.c. 4040 PIG �p I - 4040 PIG j ------------------------------------------ ------------ (2)-115 x 11.8.75 LVL FL HDR__ 7'-0 V2" - (EPIGINEERED DESIGN) I I DOUBLE WALL STUDS 4'-II" I OI � N BEDROOM 3 Q 2'-2" , b'-g" 2'-5 1/2° -' m I W.I.G. &'-0"- ; 8-0 G Ht m- 2x8 PLATFORM Q o 20 cfm CONT. cv I mr IBATH I I To ERV [M1505.41I [�D i O m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] I u1 I`J 2468' v I r- M BATH 3'-10" LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4 2 1/2" 8 O" G Ht INSTALL ERV UNIT IN CONDITIONED ATTIC. I 41 -� �- 20 cfm GOVT. - Pro I TECHNOLOGIES I I Ca I I I TO ERY = = N MODEL T705 I ------- DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. I ^ i [MI505.4] cv Q O z I -' PROGRAMMABLE M i THERMOSTAT I -----------� ----------� j + Q _ _______ m I m I I SHOWER I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ______-- 4 a a e -----_--_- INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY WALL. I =_ -------- 2 b 2 6 2e68 I I I _ _N LIN 36"GUARD[R312.1] _ _ _ - I �-I I� cV I , STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" da, DUCTS I J 2468 ® �� CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5PO7 Q-1Z — — — — A.G. TURN m SMOKE s G.O. HALL 2868 28'68' HVAC EQUIPMENT IN ATTIC — / m q i FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dio. DUCT GAS OR PROPANE FURNACE: LENNOX ELI"16UHO7OXE3bB SLOPED x DETECTOR(TYP) j GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 20184"1570 = GEILING (2)-2x10 I �— — — '� (2)-2x10 I STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. HEATING GAP: 64,000 Btuh;AFUE = q6.1 Q HDR �— — —� HDR (2)-1.75x11.875 LVL FLUSH HDR I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 __-_--_-_________________ (3)-1.75x11.875 LVL FLUSH I N I �_�i�.,is�� __ __ __ __ � I --------� � ALL DUCTS INSULATED TO R-4.2 t(� INDOOR COIL: LENNOX GH35-30B+TDR 28'68' BEARING WALL 28'68' (ENGINEERED DESIGN) (ENGINEERED DESIGN) j I" RIGID INSUL - - ---as=-�-c �s OUTDOOR UNIT: LENNOX ML14XGI-036-23OG;AHRI 2033746go ON ATTIC cV �— — —� � , m SYSTEM TO BE SET AND BALANGED TO CONTINUOUSLY PROVIDE [MI505.4.4]: v COOLING GAP: 34,800 Btuh;SEER = 15.10 12" x 12" AIR 36"GUARD [R312.1] I MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM _ INSTALL IAW MANUFACTURER'S 5PEGIFIGATION5 ACCESS DOOR TRANSFER GRILL m ®S ,x x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. (� O 2844 N LAUNDRY IN GEILINGLU O 2x10 STUD WALL AT 24" O.G. MASTER BEDROOM N V z cn z HVAG R.A.G. CHASE DRYER EXHAUST O �o I �- � � W.I.G. I z — [MI502] DRYE WASHER o OPEN TO BELOW g Ht TRAY GEILING _ Z Q UJ Q'�' d�_ QC LU m H I cv Q :o v N BEDROOM 2 Z U--� 0 )--ZZ G Ht v h 3 I/2' 10'-0" 3 I/2" x 2o3°E I Q<_. LU > t— &'-0" ® ,,, N x , I N I N f BLE WALL STUDS I O +F- — m Q Q IL O N EYEBROW PIG (v (1 ry Q Q I Cn i - 31/2" W.I.G. 2668' 12'-5" O 12'-5" iv (2)-1.75 x 11.875 LVL HDR __ c0 iv (2)-3°5° m i u WALL LINE BELOW f = (ENGINEERED DESIGN) L------------------------ N m ---------------------------------� (2)-3050 m OG 2L --- ---- - - WALL LINE BELOW Q --r-------------- -------------------- -------j I I O I I I I I :�.q,.. €. �. b-b 6-6 6-6 6'-b.. 2._b.. 3._O.. .,�, y`'?s��' . t�..� ,�,• r 47'-10" DE 3VERED FED, 2 7 202 SECOND FLOOD' PLAN p A SCALE: 1/4" = 1 ft O A-7 O p >L Q._ � O r � Z (gym rM, o N Z o < IL 9 SOLAR-READY p CERTIFICATE LU O Y ~ O N ° v F- IL p O This home has STRUCTURAL DEVON NOTE LU !L Z Incorporated features at 0Z the time of Initial In accordance with the 2020 RGNY5; structural << �- O construction to enable the elements such as engineered wood, steel and 1.... < < installation of solar steel/wood composite columns, beams, headers and Q �j OL electric. girders that: �- 0 The solar-ready roof o 1) resist gravity loads, and v LU > zone is shown on this Y lL construction plan excerpt 2) are not contained in the prescriptive design O O GOUI 1, and is free of IT provisions of the 2020 RGNYS H- obstructions that would IL IL 6 Ilmit placement of solar were designed In accordance with panels. ANSI/AWG ND5-2018 with 2018 supplement. O Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: FEBRUARY 2021 the locations shown to I) resist wind loads, and facilitate the Installation of wiring between the 2) are not contained in the prescriptive design service panel and 2nd FLOOR roof mounted solar SOLAR-READY provisions of the 2020 RGNY5 PLAN panels. ROOF ZONES 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 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELEGTRIG SERVICE PANEL [TIO5.10] annotated "ENGINEERED DEVON." A _ BHL A BWL B BWL G BWL D `7 10'-4" ,_4„ 3,_ , O ! I I --------------- I---------- ---_-----------i---- 121-211 A L :. 1 O O 2x10 RR AT I6 o.c. 2x10 RR AT 16 o.c.. ROOF BELOW WALL LINE BELOW 7 o _ - - ROOF BELOW _ a N x x m 9 ll.l � W ROOF LINE ,_ 11 �, �� Q (, N Q y { � OI � ! N til cr y Ln I , J N 1 ATTIC PATHWAY FOR SOLAR ELEGTRIG [TIO3.8] tV = - = INSTALL 2"m VERTICAL SCHEDULE 80 PVC, - - - -- x x6 RR ' ..Ma.,. ... ! _. :..,...,... ww . __. ... _.,. . CONDUIT THROUGH ALL WALLS TO ATTIC,, WITH �L r _ I - TEMPORARY PLUGS OR GAPS AT EAGH TERMINUS \ ' ( I� # ' V V V O [E3802.3.2]. } AGGE55 ROOF N x 0 N V i" N Q n, AGGE55 ROOF lL_ i -i 1.15 x 14 LVL'STRUCTURAL RIDGE POST RIDGE DOWN TO BEARING /% N HALL 12'-O" O ' = : 2x12 RIDGE = 2x12 RIDGE T ENTER OR LESS II I 7\ o. 2'-0" 2'-O" I I BWL 2 ---- ----------- -------- - ---- I EXTEND RIDGE TO 1 r. I ROOF BELOW I AT O b'-4" - ALL VAULTED WALL - g ; 13 I CEILINGS 1 SOLAR-READY ZONE [TIO3.3] " j:,': _r; "'! ; 1,^,.;+,'_ O PROVIDES 36" WIDE AGGE55 PATHWAYS -'.1 I: Q p :o FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL ,, 1 „ - N Q REMAIN CLEAR OF OBSTRUCTIONS SUCH AS R' \RRAT<I�W VENTS, ETG. [TIO3.4] � p � ,y(TYPIGAL-2) 2x6 RR AT 16" o-c. SECOND STOR)" f5NL PLAN2x10 RR AT 16" o.c. r� , x a SCALE: 3/16" = 1 ft WALL LINE i 2x10 RR AT 16 o.c. 2x10 RR AT I6 oz. pORGH ROOF BE OW ..' .w." <...,..:,. : :::W. „ L WALL LINE .,.. m W ROOF LINE N L tu TO 4 TABLE R802.5.2 RAFTER/CEILING JOIST HEEL m Z -3�_ CJ z lu a,b,c,d,e,g r- Oz JOINT CONNECTIONS Z �i j o IL z GROUND SNOW LOAD(psf) a >. Fy LLj ® JO ROOF PLAN RAFTER RAFTER a0r 30 IL O � � } D<� BWL E BWL F BWL G BWL H SCALE: 1/4" = 1 ft SPACING Roof span(feet) n� N Q d SLOPE (inches) 12 20 28 36 12 20F28 36 Q p Q 22-4 7-8 38-6 naalsabderheelnumber ointsdli esu a�e 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" 3'-O" 4'-4" I 12 3 5 6 8 3 5 6 8 t Factors R602 10 ( ) (p.187) 4.12 - " en a c ors 16 4 6 8 10 4 6 8 11 i I24 5 8 12 15 5 9 12 16 Upper Story ,:` �O Wind 3 2 ' � ,. jib � � -�-� � - Numbered Lettered 12 3 4 t �__ ��� -=1 �- ------------------------ '-------- 5 6 3 4 5 7 :e`: .. BWL 3 - ---------- --- -,� ! I I 5:12 16 3 5 6 8 3 5 7 9 t c -: ► xi� 31 -0 ! ( I ( , Wall Lines Wall Lines Comment r Exposure Category 1.00 1.00 Exposure B; 2-Sty 24 4 7 9 12 4 7 10 13 6 '' , Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only 12 3 4 4 5 3 3 4 5 ftp Height 9 Wall I H t 0 90 0 90 16 3 4 5 6 3 4 5 6 IN Number of Braced Wall Lines 1.00 1.46 2; 4 24 3 5 7 9 3 5 7 °`r.•..s=, r„• 4 Additional 800 Ib Hold Down 1.00 1.00 N/A 12 3 3 4 4 3 3 3 4 Gypsum Board Fastening 1.00 1.00 N/A 9:12 16 3 4 4 5 3 3 4 5 D . IUERED FEB 1 2021 ---. ' Wind Factor Total 0.882 1.279 4 3 4 6 7 3 4 6 7 I- - }_ I I 12 3 3 3 3 3 3 12.12 16 3 3 4 4 3 3 3 4 3 3 Q 1 m d I 0 mph Total Bracing O •, Brace Wal 14 24 3 4 4 5 3 3 4 6 �:. Braced Wall Bracing Wind Factor O <t Line Spacing Required Required Length Status O ' Line Method p g q Total q g For SI: 1 inch=25.4 mm 1 foot=304.8 mm, 1 pound per (ft) Bracing (ft) Bracing Provided (ft) LL r 1 . 1 WSP 27.08 7.27 0.8 2 6.41 r - shall d b substituted 16d $ 17 C,7 OK square foot 0 0479 kPa O � 2 CS-WSP 27.08 6.42 0.882 5.66 24.33 OK a a permitted to be statute or 40d box nails s e e O 2 � = ' p common nails. O .I i d A GB 19.08 9.59 1.279 12.26 18.67 OK 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. i aL C GB 12.96 6.83 1.279 8.73 26.08 OK c. Heel joint connections are not required where the ridge is v - N D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by a load-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by p - li vertical struts or purlins to a load-bearing wall,the Z < IL w. I O O ,\ I j tabulated heel joint connection requirements shall be LU 1311 i- p f Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N p Q 1 = Lower Story span. w Z II , Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist V 2'-6" {" Wall Lines Wall Lines Wall Lines Comment to ceiling joist lap splices. Q Q IL v ,- ____ _ _________ /i' I f. Applies to roof live load of 20 psf or less. - DL ~ - ---------------------------- BWL 4 w ---------------- I --- Exposure Category 1.00 1.00 1.00 E x pas ure B g. Tabulated heel joint connection requirements assume ~ - 7'_4„ Raaf Eave-to-Ridge Height 0.98 1.00 0.99 9'-8"; 10'-0"; 9'-8" that ceiling joists or rafter ties are located at the bottom 4'-10" I I i,." _6 Wall Height 0.98 0.98 0.95 9'-$"; 9'-8"; 9'-0" of the attic space. Where ceiling joists or rafter ties are Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection U!lu Additional $00 Ib Hold Down 1.00 1.00 1.00 N/A requirements shall be increased by the following factors: V 1L _. ----------- --- ------ I I Gypsum Board Fastening 1.00 1.00 1.00 N/AIL 0= Wind Factor Total 0.960 0.980 1.223 Hc/HR Heel Joint Connection Adjustment Factor ~ o GARAGE DWELLING 1/3 1.5 N 1/4 1.33 F- m Braced Wall 140 mph Total Bracing 1/5 1.25 Braced Wali Bracing Wind Factor 1/6 1.2 F I RST STOR)" BNL PLAN Line Method Line Spacing Required Total Required Length Status SCALE: 3/16" = 1 ft (ft) Bracing (ft) Bracing Provided (ft) 1/10 or less 1.11 DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43,17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.50 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK He=Height of ceiling joists or rafter ties measured vertically WALL BRACING F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.G7 1.223 9.3$ 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 == & m I ROOF ----------------------------i 2x EXTERIOR WALL Z I> I 1 � I I � — — — — — — — — — — — — — — — — — — I _ - - - - - i R-30 BATT INSULATION O STUD TO FLOOR JOIST V I I I I I 51MP50N COIL STRAP JZ/ ------------------•-------44------------------------------------------�--I----------------------------------------------------------------t-------------------------------------------------------y (4)-8d NAILS AT EACH END IL GEILIN6 LAUNDRY ( I I FAMILY BATH �^ I - - - - MASTER BATH I j 2x SOLID BLOCK a AIR-SEAL BETWEEN FJ La I I I —7 I 1 � 1 � - - - - -1 - - 2x RIM BOARDtu >I I I > � > I > I I I >I > I > I > I > I i 1 O N U' I I I N I �' I I N I `� I I CANTILEVERED FLOOR JOIST - t WASHER I I I WG I I I I I I WC LAV. I LAV. LAV. ( I I 1- 74" OSB $ VINYL SOFFIT 0 ry TUB i I TLE3 (V SHOWER I i FLOOR J015T TO WALL: 2nd FLOOR I 51MP50N H2,(5)-Sd NAILS TO FJ S (5)-8d NAILS TO STUD 2x EXTERIOR WALL - --- ---I-------------------------------------------------------a ALTERNATE WHERE FJ/STUD MI5ALI&N5: -------------- -- ---I------- --- 0 --------- ------ I------------ 1-1/2' W--- 1-1/2 W 23.. W 2� WII FLOOR JOIST TO PLATES:2" W 3" W 1-I/2.. Wr-- ..G.O. 211 H 3" WIIG.O. 3.1 W I I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES ^ -------------------- 2 W I PLATES TO STUD: v) SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUD Z -------------------- l GEILING KITCHEN - - - - - .- - - POWDER BATH j _ - - - - - - - .- _ _ I 2x ROOF RAFTERS AT 16" O.G. _ USE 0ALV. EVERY RAFTER AND THE ROOF EAM TIE BETHEEN >I >I >T - - _ _ ;1 - - - - -� I u?I DETAIL TFLOOR 2x GEILIN6 JOISTS AT 16 O.G. v - I CANTILEVERS 4 SET 3AGKS USE (JOIN NAILS AT RAFTER ul I I WG I WG I HEEL JOINT CONNECTION ,f1 KIT SINK X I LAV. X LAV. I I 5GALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) V cv DW m m I I UG ASSEMBLE NAILS I TUB I 12" O.G. 5TA66ERED ALONG LENGTH I I I Ist FLOOR I VENTED VINYL SOFFITA. 1x8 TRIM BOARD I --------------------------- -------------------------------- -- --------------- ---------------- *:: -- ------------------j W 1-1/2" W 3" W 1-1/2" W2" Wj UPLIFT CONNECTIONS: CSIS &ALV. COIL STRAP G.O. 2" W G.O. 2 W 3" W G,O. 2" W .. W I USE (2) AT EACH POST, TOP tf: BOTTOM j 5/4"xb" DECKIN& (4)-I0d NAILS AT EACH END ------------------------------------------------------------------ ----------------------------------------- -------------y PERPENDIGULAR TO JOISTS GEILIN6 (2)-Sd THREADED NAILS OR G.O. 4" W 4„ W r-- - (2)-No. 8 WOOD SGREW5 AT 4x4 WOOD COLUMN EACH SUPPORTING MEMBER 4 I UG3B PRESERVATIVE TREATED I [R5O7.71 REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS UG3B PRESERVATIVE TREATED 1 (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROW5 OF IOd NAILS FLUM51 NO RISER D I AORAM L TO APPROVED UG36 PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] SCALE: NTS HOUSE TRAP I SANITARY SYSTEM GRADE I I 4x4 WOOD POST BASEMENT FLOOR I z I UG35 PRESERVATIVE TREATED v ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- _ -------------------------- PB44 HOT-DIPPED 6ALV. 1n�, P05T BASE ANCHOR1 I i m F- lu 0 Lu m uz z 12"� x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 Z'51- to - VERTICAL REBAR ON )- <'t d) Z w OZW 24" x 24" x 12" DEEP P.G. FODTIN& WITH (2)-#4 m -11r 1�L REBAR EACH WAY, REBAR 4" ABOVE 1(1� Iv �- F O < TYPICAL ROOF R-3BOTTOM u� 7: tu Q? O Z ASPHALT ROOF 5HINOLE5 OVER 15# FELT OVER Q Lu > iL 111 dl ® th O " STRUCTURAL PANEL 5HEATHIN6 OVER Q Q 2x10 RAFTERS AT ib" O.G. T`i'p''I GAL FORC H DETAIL m < d 1.75 x 14 LVL 5TRUGTURAL RIDGE R-3Q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) Q :D O x < (SEE ROOF PLAN FOR POST LOCATIONS) WITH Ys" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NTS / N Q Q Q OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] Z 0 D R I DO E TENSION STRAP: 12 < WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP I e z 2x4 COLLAR TIE ' GABLE WALL INSULATION .+" { (OPTIONAL) "f CONTINUOUS: R-5 I-INCH R161D FOAM XPS �` °°°°.°.s ., CAVITY: R—B 2" SPF _ MT53OG STRAP—TIE .d�4;°°-•` _� I� ' � p SEALED ATTIC INDI GTLY CONDITIONED 2° SOLID EACH RAFTER ' `�µ' (BEYOND SECTION) WOOD BLOCKING °f�•i 2xb GJ AT 16" O.G. I �� SMOKE & G.O. ®DETECTOR IN ATTIC �� �� f° t✓}¢•Y• 1-1/4" WIDE 20—GUAGE GALVANIZED STEEL STRAP RAFTFR TO STUD : NOTE: ALL DUCTS SHALL BE EACH SIDE OF WINDOW AND TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, I/2" GYPSUM 1_p DOOR OPENINGS. INSTALL WRAP STRAP OVER RAFTER -� •. 2x4 STUDS AT I6 O.G. INTERIOR SECOND STORY BOARD FINISH STRAP FROM TOP OF TOP '°• �_-�°• (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 50LE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN �N1 FLOOR PLATFORM. MIN. R-6 MINIMUM LENOTH BELOW dEL.VERED FEB 2 7 2021 IAN MANUFACTURER'S SPECIFICATION R-15 UNPAGED FIBER&LA55 BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION ZZ - r - BOTTOM OF HEADER 0 OVER 1/2 STRUCTURAL PANEL 5HEATHIN6 G5-W5P <c 0 HALL m LAUNDRY BEYOND SECTION (2)-1.75 x 11.575 LVL l DOUBLE-FRAMED OQ " O 1 STAIRWELL (TYP) 3/4" SUBFLOOR O 0 LL 11.875 TJI-560 FJ AT I6" O.G. R-13 2" G1-05ED-CELL iL SPF AT RIM JOIST a O Z l�- TYPICAL INTERIOR WALL N I I 4 ° a 0 ,O\ l�l LL STUD TO lel LL STUD : 2x4 STUDS AT 16" O.G. I I (2)-1.15 x 11.875 I/2" GYPSUM w a ° d �Y V Q 0 (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FINISH t O O r STRAP OVER OR UNDER SHEATHING Y�" &YP5UM WALLBOARD ON BOTH SIDES -L- _ (y (4) 8-d COMMON NAILS AT EACH END OF STRAP � SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 Lst FLOOR PLATFORM R-13 2" CLOSED-CELL SPF 2x8 PLAT Z ((� WOOD FLOORING OVER I I 4 TENSION STRAP I NO Z 3/4" PLYWOOD 5UBFLOOR AT RIM JOIST _ O — p d- 2 x 12 FLOOR JOISTS AT 16" O.G. '^I /�` Q GROSS BRIDGING AT MID5PAN I I O AT Y `ALL OPEN I N05 N O v � � 1L O I/2" GYPSUM I I HALL PANTRY r SCALE: NTS J p Q < 0 Z Lu SILL CONSTRUCTION: BOARD 2x6 P.T. (UC35) SILL ON TERMITE SHIELD FINISH V ON SILL SEAL WITH 1/2" ANCHOR BOLTSI FINISHED FLOOR < < I" (SEE TYPICAL WALL DETAIL) STAIRS O X < N N 1j) N (� (3)-1.75 x 11.875FINISHED GRADE O 0 —n STUD TO SILL FLATr- : 15 FINISH &RADE LVL GIRDER 1/2" 6YPSJ BUM Y BOARD FINISH WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8 LAO SCREWS BASEMENT O W O (6) 8-d COMMON NAILS AT EACH END OF STRAP 2x8 PLAT _� (INDIREGTLY GONDITIONED) IL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 o �j O o FULL HEIGHT R-11 BLANKET WALL r O INSULATION AS MANUFACTURED BY H m GERTAINTEED CORP. ASTM E84 MAX. O I/2" GYPSUM FLAME SPREAD INDEX 25 BOARD i MAX. SMOKE DEVELOPED INDEX - 50 m FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 4b" x 4a" x 14" DEEP SECTIONS 4 8" POURED CONCRETE FOUNDATION STEM WALL P.G. FOOTING DETAILS UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING w/#5 REBAR AT 8" ON-CENTER E.W. H I O H-lel I ND UPLIFT STRAFF I NO MINIMUM 3'-0" BELOW GRADE SCALE: NTS DRAWING NUMBER SECT I ON A NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 6A6E (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 RE51DENTIAL CODE OF NEW YORK STATE m RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - Iq NYGRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the 1- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A cop of the building permit 0 and approved construction documents shall be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until pro ect completion. y p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN F, SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hazards.atcovncll.or FOR THE PROJECT LOCATION: p p LOAD m h CATEGORY Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP https://hozords.ote.oune-Il.org Z (mph) effects region debris zone depth N 41.0031 W '72.5665 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is O WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amoro V 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 599'F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMINO AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer has THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, O 8301.2(3)] AFFIX THI5 516N IN AGGORDANGE WITH supervision nor Inspection,and therefore Is not responsible LL Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall O Elevation Latitude EXPOSURE CATEGORY: EXPOSURE B TITLE Iq NYGRR PART 1265. Immediate) notifyDesigner, In writing, If there Is an W heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and plan 70 ft 41° 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 r MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof 83012.1 WIND DESIGN: In accordance with Figure R3012(✓)B,wind - Cooling temperature Wind velocity Wind velocity Coincident Daily range Winter Summer _ span, 140 mph, pitch greater than 5:12) [TABLE R802.111 design Is not required. This building Is designed in O difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plfWW accordance with the wind provisions of the 2020 RGNYS. ~ (V 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25'F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 If 83012.1.2 PROTECTION OF OPENINGS: This building In not located UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. (V OF ALL BRACED WALL PANELS [R602.3.5]. 8301.2.4 FLOODPLAIN: This building is not located In a flood hazard area. } - � LU R301.5 LIVE LOAD5: Minimum uniformly distributed live loads: IWK 1 Attics without storage 10 psf,Attics with storagge 20 psf, O Balconies d decks 40 psf, Rooms other than sieeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 4e, psf,Sleeping rooms 3e, psf,Stairs 4e, psf � R301.6ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per A5GE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING` OF FASTENERS projected roof live load per Table 8301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a°b,c SPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 psf ground snow load column to OF FASTENER a OF FASTENER THICKNESS DESCRiPTIONa b OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support 83016 NOMINAL SIZES: Dressed lumber dimensions specified on P (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(21/2" x 0.113");or 4-8d box(2%2"x 0.113");or 9 3-8d common(2%" x 0.131")• or 3-8d common 2%"x 0.131" • or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I foists,glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate � Toe nail 21 Joist to sill,top plate or girder ( )� Toe nail 3-10d box(3"x 0.128");or 3-1 Od box(3"x 0.128"); or Staple 15 ga. 1 34 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALLS. All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails I projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2/ 3 6 are not fire-resistance rated. 8d box(2%2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 3 3 6 4-8d box(2%"x 0.113");or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%" x 0.131"); or Perjoist,toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131"); or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-10d box(3"x 0.128");or (roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 19/2 and 8 Staple 15 and 16 ga.2 4 8 having a FSI = 15 (req'd max. 200) and a 5Dl = O (req'd max. 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2% 4 8 �� �� i �� �� Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d 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 %" x 0.162");or Face nail „ „ 2-8d common(2%"x 0.131"); or Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128");or Face nail 'Y32 and 34 1 surfaces shall have a F51 � 25 and a 501 s 450. see plans 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 3/" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 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%2"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 RGNYS. ( ) 0.113 Nail /4 3 6 4-1Od box(3"x 0.128");or 3-16d box(3%"x 0.135"); or 1 Staple 15 ga.2Y4 4 8 8302.12 DRAFT5TOPPIN&: Not needed for this project. Collar tie to rafter,face nail or 1 %" x 20 ga. ridge strap :: „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3%"x 0.162 At each bearing, face nail ; 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this 5 3-10d common(3 x 0.148 ), or Face nail each rafter ( ) 0.097-0.099 Nail/ 4 8 to rafter 4-3"x 0.131") 1 „ project under Exception 4. 3-16d common(3/2„x 0.162 ), or SPACING O FASTENERS 4-1Od box 3"x 0.128" or NOMINAL MATERIAL $ b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3%"x 0.135" • or ( )� DESCRIPTION ' OF FASTENER AND LENGTH d luminaires shall be IG-rated I/A/W N1102.4.5 with separation ( )° 2 toe nails on one side and 1 toe 26 Band or rim joist to joist 4-3"x 0.131"nails;or End nail THICKNESS inches Edges Body of panel p 3-IOd common(3"x 0.148"); or nail ono opposite side of each rafter :� 2 " inches (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate 4-1 Od box(3"x 0.128"); or pp 4-3 x 14 ga. staples, /6 crown (inches) (inches) (inches)or truss R3o6.4 HAZARDOUS&LAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nailsNail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be Installed in O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; LU m W at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. m Z IU 4-16d box(3%"x 0.135");nor p Z 3-IOd common(3 x 0.148 ),or Toe nail l Od box(3 x 0.128 );or 24 o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R3oq.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z Q'd dJ Z (X 4-10d box(3"x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle M - - --I- O -I W 27 Built-up girders and beams,2-inch lumber layers entry doorway. d = d1 Z W Roof rafters to ridge, valley or hip rafters;or roof rafter 4-3" x 0.131"nails And: Staple 18 ga., %long, )/crown p �- N r O Z 7 3 6 8310 EMERGENCY ESCAPE AND RE5GUE OPENINGS: It Is the O dl Z to minimum 2 ridge beam 2-20d common 4"x 0.192" • or (finished flooring other than tile) Z 3-16d box(3 3 x 0.135"); or ( )° Face nail at ends and at each splice a builders responsibility to verify that window units supplied by d OIL lu 3-10d 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 0- > iv L V ® O 2-16d common(3 y" x 0.162"); or � g -J ,.� End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where, required. d•_1 Q 3-lOd box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for the finish) O I - � Q 3-3"x 0.131" nails 8311"1 5TAIRWAY5: Interior stairways shall be re-assembled p- X 4-16d box(3 y"x 0.135"); or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws O V_ Wall �� • for the finish 8 8 wood units. The maximum riser height shall 8-1/4 inches and ry O Q 0 28 Ledger strip supporting joists or rafters 3-16d common(3 3 x 0.162 ), or At each joist or rafter, face nail ( ) the minimum tread depth shall be q Inches, plus nosing where z p 16d common(3%2' x 0.162") 24" o.c. face nail 4-10d box(3"x 0.128"); or Plywood required. Provide handrails per Code. 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or4-3"x 0.131"nails 1%ring or screw shank nail-minimum R312.1 6UARD5: Walking surfaces more than 30 inches above 16 o.c. face nail 3 6 grade, and steps leading thereto shall have guards that x 2-10d box 3"x 0.128" • or 2-8d common 1 s 12%g ( ")shank diameter < 3"x 0.131"nails ( ), /4 and/6 a. 0.099 29 Bridging or blocking to joist Each end,toe nail conform to Code. 16d box(3%"x 0.135");or (2Y2"x 0.131"); or 2-3" x 0.131"nails Staple 18 ga., X%6 crown width 2 5 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3I22 WINDOW FALL PROTECTION: Windows with sills less than 3"x 0.131"nails SPACING OF FASTENERS ii s is i 13 ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade Cl corners (at braced wall panels) /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3 %2"x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099") shank diameter 16d common(3%2'x 0.162") 16"o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER supports','Edges n supports`` 1 R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected „ 1 „ 1 /ring or screw shank nail-minimum (inches) 10 Built-up header(2 to 2 header with/ spacer) 1 inches t9 s 23 3 i :: 3 6 smoke alarms,carbon monoxide alarms,and heat detection a^ 16d box(3/2 x 0.135 ) 12 o.c. each edge face nail (inches) /2, /, /2 and/ 12/ga. (0.099 ) shank diameter alarms shall be Installed at all locations shown on the plans. E1" "'' 'r• 5-8d box 2 y2"x 0.113" or P I%2 6 8 ( ); Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., R3I5 CARBON MONOXIDE ALARMS: Install at all locations ;•, t��R'C,g •-:,-•+�' /' -{'`"'`-� 11 Continuous header to stud 4-8d common 2%2" x 0.131" • or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. 4-1Old box(3"x 0.128") 6d common(2"x 0.113")nail f 1 %long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumber specified in the plans .► � .�i 3 : ' P" 30 3:: _%2°' i 6 12 p p subfloor,wall as pressure preservative- treated (P.T) shall be In .: ;i ;f 1'= a' a f .�•; 16d common(3%2" x 0.162") 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 ,r •- accordance with AWPA UI for the Intended use and location. 12 Top plate to top plate IOd box(3"x 0.128");or 31 1%2"- V 8d common nail(2%"x 0.131") 6 12f Staple 18 ga., %long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless rhe ?' t"^; b�" .,.,.. 4 , 12 o.c. face nail steel,silicon bronze, copper or 1/2" diameter or greater 3"x 0.131"nails 1 - l Od common 3 x 0.148 nail or ( ) � Particleboard steel bolts. tt+:„:,E• """ 32 1/ 11/4 8d 2%"x 0.131" deformed nail 6 12 ( ) 4d ring-grooved underlayment nail 3 6 R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on Other wall sheathings 3 Staple 18 ga., s long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 DE'1'.IVERrD FEB 2 2�2� 8-16d common(3%2" x 0.162");or Face nail on each side of end joint i „ psf. Visually graded soils that have this load-bearing value 12-16d box(3%2" x 0.135")• or :: i „ 1/ galvanized roofing nail, /6 head 3 6 3g 6d ring-grooved underlayment nail 6 10 include 6W 4 GP-gravel and sandy gravel;&M 4 6G-silty and 13 Double top plate splice � (minimum 24 lap splice length 33 /2 structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %4" ion s 12-1Od box(3"x 0.128");or P g g Staple 16 ga., 1 3 long, /crown 3 6 cl a gravel;5W 4 SP-sand and gravely sand;5M 4 50-911ty p each side of end joint) `� 12-3"x 0.131"nails 3 :: 2 :: an clayey sand. Unsuitable subsoil material encountered � 1 / galvanized roofing nail, /6 head I 6d ring-grooved underlayment nail 6 10 duringexcavation shall be excavated and replaced In-situ O t� 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 /4"long 3 6 /' s s s with /4' crushed stone to a minimum depth of 6 Inches or AOBE. z v p g g Staple 16 ga., 1 /long, /crown 3 6 P 16d common(3/2" x 0.162") 16"o.c. face nail d 1%2"galvanized roofing nail; staple galvanized, R402.2 CONCRETE: Basement walls, foundation walls,exterior O �, 14 Bottom plate to joist,,rim joist,band joist or 35 3 gypsum sheathing 1 y" long; 11/4" screws,Type W or S 7 7 walls and other vertical concrete work exposed to the r 16d box 3 1 " Yp For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum d LL `fl blocking(not at braced wall panels) ( /z x 0.135 ),or 12"o.c. face nail compressive strength of f'a=3,000 sI at 28 days. Porches, 1- 3"x 0.131" nails s �� d 1 %4" galvanized roofing nail; staple galvanized, mp g p y • 5 O � 36 / gypsum sheathing s " s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage z 1 „ „ ,: 1 / long; 1 / screws,Type W or S g P p floor slabs shall be air entrained stone concrete with a O 3-16d box 3/ x 0.135 • or 3 each 16 o.c. face nail Bottom plate to joist,rim joist,band joist or ( )� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c.=3,500 psi at 28 da Q 15 2-16d common 2 3"x 0.162" • or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing p p P g P �• O blocking(at braced wall panel) (, )� c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 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 V 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e., o a minimum ' t' 37 3/" and less 1 „ y t. t 8d common(2/ x 0.131 )nail O V 4-8d box(2%"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. Op 1 3-16d.box(3Y2"x 0.135");or 3/811 - :, 8d common(2%"x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 38 1 6 12 8404.1.'1 BACKFILL: Backfill shall not be placed against � � (� 8d deformed 2 3 x 0.120 nail £ Hardboard underlayment shall conform to CPA/ANSI A 135.4 Toe nail ( ) Y foundation walls until cured a minimum of 7 da Brace to - O - 4-8d common(2%"x 0.131");or days. p , � LL 4-10d box(3"x 0.128");or IOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. tI , O X Q _ 4-3"x 0.131" nails 39 1%" - 1%" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using L O �- O 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail R502.i WOOD FLOOR FRAMING: Load bearing dimension lumber O aL � � � the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N - v 0 6 h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus J d Z 3-16d box(3%" x 0.135");or Y g D' W - lL 2-16d common(3 1/2" 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.e, x l0 6. W End nail U �C 3-10d box(3"x 0.128"); or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall < < 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 �-- < sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,sandard or stud grade lumber. X I- ___l 3-10d box(3"x 0.128");or 0.192 inch(20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c R7o23 GYPSUM BOARD: All Interior walls to be covered with 1�" F- 17 To Tates laps at corners and intersections i :: :: • WALL SHEATHING USED TO RESIST WIND PRESSURES N Top p P 2-16d common(3 /2 x 0.162 ),or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise 6 0 tV 3-3"x 0.131"nails 2 noted on plans. J (S) _ b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v W_ MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2 3" x 0.113"); or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED Vuit R103.3 5IDING: Exterior wall covering shall be vinyl siding tested Y 1L d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical) STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed J „ 2-8d common(2 y"x 0.131");or Y Y p pp Y PANEL (mph) with fasteners in strict accordance with the manufacturer's O y O V 18 1 brace to each stud and late " Face nail PANEL SPAN SPACING IL plate 2-1Od box 3 x 0.128 or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). THICKNESS Instructions for high-wind regions. Use stainless steel Halls for ( )� Penetration RATING (inches) Edges Field Wind exposure category d !L 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 p 2 staples 1 %4" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. ry inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less 17- 1.5 m 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 3/8 16 6 12 140 115 110 8602.1 WOOD ROOF FRAMIN6: Load bearing dimension lumber O 2-8d common(2 3" x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall be J 19 1"x 6" sheathing to each bearing 2-10d box(3" x 0.128");or Face nail Gypsum sheathing shall confonn to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• Yp g 8d Common � 16 6 12 170 140 135 2 staples, V crown, 16 ga., 13/4" long sheathing shall conform to ASTM C 208. 2.5"x 0.131" 1.75 24/16 16 R506 ROOF VENTILATION: Soffit vents shall be provided with a ( ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 3-8d box(2Y2"x 0.113");or vented space within the soffit. Attic is unvented. 1� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2/2"x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RcIO5.2 ASPHALT SHINGLES: As halt strip shingle wrappers shall pp Y g q g• g g p g P rp p p 9 pp 3-1Od box(3"x 0.128");or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance with ASTM D-1156 Glass G :: 3 :: p q y p p or H,or A5TM D-3161 Glass F,and shall be fastened in NOTES 3 staples, 1 crown, 16 ga., 1 /4 long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 , pp Y g g accordance with the manufacturers 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 8301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2Y2"x 0.113" ;or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on p g Y g saltwater. ( ) the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2Y2"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 R1006.2 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 exterior of the dwelling 4 staples, V crown, 16 ga., 13/4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Qr + Load bearing or braced/shear wall ' JOIST DETAILS Plate nail-16d(0.135"x 3/z")at above must stack over wall ) Load bearing or braced/shear wall above Plate nail, 16d(0.135 x 3Yz") 12"on-center � 9 R Plate nail, 16d(0.135"x 3 Y2') When sheathing thickness exceeds 7/", 2x stud wall at Floor panel nail- rBlocking panel: 1/a"TJ&Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJ I Joists at 16"on-center at 16"on-ceiter _ 1 ® & No load bearing Z trim sheathin)Oate�a tongue at nm board 16"on-center 8d 0.131"x 2/z at 6'on-center Ya' TimberStrand LSL or TJI joist. Blocking panel: Web stiffener ( ) 1Y"hole may be cut _ 1 wall above Ki27Min.distance from Table A Min.distance from Table B anywhere in web out- ° 1/a"TJ&Rim 13oard,1/a" required on both il-16d(0.135"x32") Web stiffeners required on Blocking panel: fie"' f- 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand® LSL or -center* 1Y8"TJ&Rim Board, 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- g * boundary nails, at B3W ONLY 1 a"TimberStrand® LSL 8d(0.131"x 2/")at 6 on-center � � or TJI®joist8d(0.131"x 2/z")a 1/4"TimberStrand®Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %6"-, Web stiffeners 6" •• 6' each side at A3. W B1 B1 W required on bothnail - Toenail-10d(0.131" sides of both joist 6" L, D, Closely grouped round L2 2 x Lz2 6� 6•Toe nail, Toe nail, holes are ermitted if1Y"TJ&Rim Board A3/A3W When sheathing ends at B4W ONLY No field cur minimum P minimum No field cut oo nor cur ( x 3")at 6"on-center10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/", 12" Web stiffeners re uired DO NOT holes In (applies to all holes the group perimeter holes!n holes largerIL at 6"on-center at 6"on-center )nly)or ® trim sheathin ton ue min. q End of joists at cut holes in cantilever Hatched except knockouts) meets requirements for hatched than 1%"In 1Y4"TimberStrand LSL. 9 9 3 " on both sides at B1W centerline zones zones cantileverTJI®rim joist at rim board For rim board thicker than 1/4 - reinforcement. round or square holes. () and B2W ONLYWeb stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support WLl nail-10d(0.131"x 3") Table A - End Support � required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp ° a at 6"on-center" p P 9 9 P Y q sides at Al W ONLY oist bearin at ends. Attach �k 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 Z In Al Al W 1t` A2 A2W* 1 g 8(91919 pp g nail from side of parallel closure into rim board. walls above or below-see detail B1 B3 B3W B4 e ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - O O rim joist per A3 detail. P below-see detail B1 TJI JOIST *For additional installations specifications see Rim Board A3.4 e * DEPTH 2" 3" 4" 5" 6y" 7" B�/" 11" 13" 2" 3" 4" 5" 6Y" 7" 6�/8" 11" 13"For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 P O Nail through 2x_cantilever,wood backer and W O V / O O O Details and Installation in Weyerhaeuser Guide o 1 ® 110 1'-0" r-6" 2'-0" 3'-0" s'-o" r-0" r-s" 2'-s^ 3'-6" a'-s" ~ (I Weyerhaeuser Installation Guide fcr Floor and Roof Framing,TJ-9001. Y 12"TJ^ Rim Board or 1/a"TimberStrand LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 9y„ z+o 1'-0" 1'-s" z'-6" 3'-0^ 5•-s" 1'-0" z'-o" 2'-s" a•-o" s'-o^ Q I -1 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. 230 T-s" 2'-0" 2'-6" T.6" 5'-6" 1'-0" 2'•0" T-0" 4'.6" s-o" Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 32"TJI® 360 1'-s" 2'-0' 3'•0" a'-o" s'•0" 1'-6" 2'-s" 3'-6" F-0" F-6" ry with connections equivalent to floor panel joist flange widths. 560 1'-6" 7-6" T-s" 5'•0" 7'-0" 2'•0" T-0~ 4'-0" s'-6" s'-o" 7 �, O' - 110 1'-0" 6'-0"length of TJI joist 8"diameter maximum hole for 11/ o , „ � schedule. ,'-o" 1'-s" 2'-0^ 2'-s" 3'-0" 5'-6" ,'-o" ,'-6" z•-o" 2'-6" a'-s^ s'-o" s'-o" # 1Ys"TJ^ Rim Board 1/a TimberStrand 210 1'-0" 1'-6" 2'-0" 2'-0" T-0" 3'-6" 6'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-0" F-6" 6'-6" _ reinforcement and filler 16"deep blocking panels;6"diameter . . 11�/" 230 1'-0" r-s' 7-0^ z'-s" 3'-0^ 3'-s" s'-s^ r-o^ 2'-0" 2'-s^ 3'-6° s-s^ 5'-s" T-0^ 4'-0"length of 8"diameter maximum hole for 11%e'- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist one each at to and bottom flange. with one 8d(0.131"x 2Y2") 360 r-s" 7-0" 3'-0" T-6" 4'-6" s'-0" T-0" r-s" 2'-6" T-6" 4'-6" 6'-s" 6'-6" 7'-6" (� 3/"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11%"TJIs or shorter than 12"long. P g 560 1'-6" 7-6" 3'•0" 4'-0" 5'-6" F-0" 8'-0" 2'•6" 3'-6" 4'-6" 5'-6" T-0" 7'•6" V-0' i--t 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 7 „ maximum for blocking panels ng. 1 110 r•0" r-0" 1'-0^ r-0" r-s" 2'-0' T-0" 5'-6" 1'-0" r-0" r-s" 2•-0" T-6' 4'-0" a'-0" e'-o" Web stiffeners / -16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Yz") Horizontal blocking uniform/ deep or shorter than 12"long. ® nail at each comer g y 210 r-o" r-o" r-o" r-s° z'-o" r-s" 3•-s• s'-o" r-o^ r-o^ z'-o^ z•-s° a'-o" a'-6° s'-s" s'-s° '-- Load from above required on both diameter maximum for blocking Do not cut flanges. 12"TJ Rim Board 1Y4" panels between each loaded joists 1a" z3o r-o" r-o' r o^ r-6^ 7-s r-s" a-o" T-0" r-o" r-0" 7-0" T-0^ 4'-0' 5•-0" 7'-°" 9'-0' ,^ sides at E1 W ONLY panels 9/2'deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r-o" r-0" 1r-s" 2'-6" T-s^ a'-o" s'-6" 8'-0" 1l0" r-61 2'-s" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" v J 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4' connections equivalent to Wood A �d` 560 1'-0" r-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" V-0" r-s" T-0" 4'-0" s-o" 7'-0' T-6" 9'-0" 10'-0" Do not cut flanges. 1Ys"TJ®Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer a���pec ��`l� z+o 1'-0" r o" r-o° r-o° r-o~ r-s" 2'-s" 3'-s° s'-o^ ,'o^ r-o^ r-o" 2'-0" 3'-0^ 3's" s-s^ s'-o~ 1r-o^ O TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" o ti��e ec Ga���\oaaSO 1s^ iso r-o" r-o~ 1=0" r-o'• 2=s^ z=s" a=s" 6=6^ s=o^ 11-0" 1'-0^ r-6" 3'-0^ 5'-0^ s-s^ 9'-0" 10'-0" „'-6" 10d ,0.131"x 3")nails,one Attach reinforcement to both sides at E6 f t eI ccc` each at to and bottom flange. Full depth vertical reinforcement on one side �E� \r�o 5so r-o" r-o~ r-o" r-o~ 2'-s^ 3'-0^ s o' r-s^ ,o'-o" r-o" 2'-0' 3'0" a'-s^ s'-s" r-o^ 10'o^ 1r-o" 12'-0^ p g joist web with 3 rows P at E7,both sides at E8 F1 ca\e�g�r key 10d(0.148"x 3")nails at 6" blocking between a" 5•' 6" 7" a" 10' 1z" 15" 17" a" 5" 6" 7• s" 10" 12" 15" 17" Attach reinforcement on-center,clinched.Use 2 each joist 18„ 360 r-o° r-0" r-o" r-°" z'-o^ a'o° s'-a° 10'-0' r-o" V. 3'-0° a'-s" s'-o° 10'-0" ,r-0" 13'-6" 2x4 minimum t0 joist flange with 1 ° 7 ° E7 E8 Less than 5" 560 1'-0" 1'-0" 1'•0" 1'-0" 74' 4'-6" T-0" 11•-0" -0" 12'-0" 14'6" squash blocks ) g 2'• tc` rows with 9/z and 11/ Less than 5" p 8d(0.131"x 2Yz")nails at 6" a+�� TJI®joists. 360 1'-0" 1'•0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 6'-0" 11'-6" 14'-0" 15'-6" ti �,� O O j Gap*: WEB STIFFENER ATTACHMENT 20 5s6 1o'-s" 13'-a 14'-s" ts'-o" 1Ye"TJ&Rim Board or �� on-center.When reinforcing E5 E6 1_ / CS Use 2x4 minimum squash blocks to 1Y4"TimberStrand® LSL. Face in �a� both sides,stagger nails. O Y8"minimum Table B - Intermediate or Cantilever Support transfer load around TJI®joist O 0 Nail with 10d(0.131"x 3") O O horizontal E4 Not for use with 3%2"TJI&joist flange widths 1" 23/a"maximum pp E1 E1 W nails,one each at top and E2 E3 (1Y2"for TJI® I Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su port bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subf/oor TJI®joist blocking with end DEPTH 2 3" 4" 5" 6%" 7" 8�/" 11" 13" 2" 3" 4" 5" 6Yz' 7" 8'/" 11" 13" EXTERIOR DECK ATTACHMENT pp y blocks installed at joist-span Web stiffener both sides. adhesive to all j P 110 2'-0" 2•-6" 3'-s" 4'-6" 7•-s" 1'-6" 2'-6" T-6" 5'-6" 6'-6" Flush bearing late required. See sizes below. *With point load from above,and no support g P q Structural exterior sheathing locations using 1" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" T-0" 4'.0" 6'•6" 7'•6" Hanger height must ® contact surfaces * below,install web stiffener tight to top flange 9/ g g Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang two 8d(0.113"x 22") Tight fit 230 z'-s" 3'-0" a'-o" s's" e'-s" 2'-0" 3'-s~ a'-s" s'6" 7'-6" be a minimum of 60% Flashing 9 (gap at bottom flange) of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or iso 3'-0" a'-o" 5'-s" s'-s" s'-o" 3'-0^ a'-s^ s'-s" 7•-s'• e'-o" nails when possible. flange with face mount hangers). Spay 22"screws, Depth Minimum Web Nailing Requirements 560 T-6" F-O" s'-0" 7'-6" 10'-0" 4'-0" F-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x o�5ti TJI®Joist Series Number Nails 110 1'-0" 1'-0" r-6" 2'•6° a'-o" a'-s^ a'-s^ r-o" r-s" 2'-6" 4'-0" T-0" T-o" 9'-6" P ' ledger �1 typical (in.) Stiffener Size Type g � c(` End Intermediate 210 ,'-o" r-o" r-o" 3'-°" a'-s" 5'-0" s'-o" r-o" 7-0^ 3'-0^ a'-s" 8'-0^ s'-o" 10'-0^ �• See fastener 1 $ 110 All Y�"x 2YIg'I'I 230 1'-0" 7-0" 7-6" T-6" 5'-0" F-6" 10'-0" 1'-0" 7.6" T-6" s'-0" 8'-6" 9'-0" 10'-6" •r.:•�.• 1/a"TJ&Rim Board or 1Ya" 360 7-0" 3•-0" 4'-0" 5'-6" 7'-0" T-6" 11'-0" 2'-0" T'6- T.0" 7'-0" 9'-6" 9'-6" 11'•0" table below.Maintain 210 All %"x 2Y/a"I" 8d Top mount ' 2"distance(minimum)from TimberStrand& LSL. 230&360 All 7/"x 2Y/a""' (0.113"x 2%") 3 3 110 , o" ,=o" 1=0" 1=0" 2'-0" 7-s" 1a's" a'-6" T-0" + °" 6=0" 24' 15-6" 1s=o' 19'.0" 1z'-o" hanger Option#2: edge of ledger to fastener. 2x strapping installed at% 16d 210 1'-0" 1 r-o" 11- Backer 7-6" 3'-0" 5'-s" 9'•6" r-0" r-0" 7-0" T-s" 6'-0" T-0" 10'4' 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4'2' 14" 230 r-0" 1'-0" r'4' 2'.0" T-6" 4•-0° s'-a' ,0'-6" r-0" r-0" 7'6" 4'•0" 6'-6" T-6^ tr-0. 13'-6" both sides of web Allowable Load(lbs) 1 „ (0.135"x 3/ ) 360 1'-0" 1'-0" 2'-0" T-6' F-6" 6'-0" W-6" 12'-6" T-0" 2'.0" 4'-0" F-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger / screws per joist,typical g ® Fastener IX"TimberStrand® 1Y,"TJ®Rim Board 18" 4 4 560 1'.0" 1'-0" 1'-6" 3'-6" 5'-s' 6'-6" 9'-6" ,3'-6" 1'-0" T-0" F-0" T-0" 10'-0" 11'-0" 13'-6' 15'-0" with single TJI joist LSL rim board 16d Option#3: 560D 20 2x4'2) 5 5 210 ,'-o~ ,'•o" ,'-o" 1'-0" 1'-0" 1'-0" 3'-1" s'-o" 10•_0" 1'-0^ 1'-0" 1'-0^ ,'-s^ 4'.6' s'-s" 10'_0" ,z'-s" 16'-0" Web stiffeners required if sides of Y2"lag bolt 610 480 Direct/ applied ceiling 22"13' (0.135"x 32") 6 11 1fi.. 230 1'-0" r-0" r-o" r-o" r-6" 2'-0" 4'-0" 6'-s" 1 r-0" 1'•0" 1-0" 1'-0" 2'-6" 5'•0' s'-0" 10'-6" 13'-6" 16'-6" With top mount hangers,backer block required only y pP g 0) 360 r-o° r-o^ r-o^ r-0" T-0" 4•-0" s'-6" 10'-0" 13'-s" 1'-0' r-o" 7-0" 4'-0" T-6" 8'-s" 13'-0" 14'-6^ 17'-0" H 1 hanger do not laterally support at HZ H3 24" 6 13 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one Of W 560 v-0" v_n0 v_n- O least/"of TJI joist top flange conditions.For nailingrequirements see page 5,TJ- LA p y (1)PSI or PS2 sheathing,face grain vertical v q P 9 the bracingoptions above is required O a" 5" s" 7" e" 10" ,z" 15' 17" a" 5" 6" 7" 8" 10" 12" , " 17" 9001 Weyerhaeuser installation Gude for Floor and O p q (2)Construction grade or better 5 y 3 Web stiffeners are always required for 22"and 24"TJI&560D Joists iso ,'-o° 1'-0" r-o^ r-s" 3'-0^ V-o" �50,' ^ r-0" r-6" a'-o^ 6'-s" W-0-11a'-s" 1s'-s^ Roof Framing, TJ-9001. q 1e" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 1'-0" 3'-6" 6'-0" 8'•6" 11'-6" 1BEAM DETAILS FASTENING of FLOOR PANELS iso 1'-0" ,' ,' o" 1' 3' 1'-0^ ,Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" ' " TJI&(1)(z) Rim Board 12., TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. Nall Size 110,210, 360 and te"TJ®Ri ty" TimberStrand®LSL Microllam® Parallam® + •• ' 9Yz"or 14"or 18"or 14"or 18"or • Leave Y8'of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. W m BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 9/z or 9/"or 14"or T Z and 230 560 Board TimberStrand®LSL or wider LVL PSL T 14 16" 16" 20" 11/8" 16" 20" Z W W _ BEARING AT WALL 11/a" 11/e" 11/a" • Tables are based on uniform load tables in current design literature. _ OR WINDOW HEADER -1 ° -1 W CONNECTION CONCRETE WALL 8d(0.113"x 2Yz"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" Y 3" Filler Block(1) 2x6+3/" 2x8+%" 2x6+2^ 2x8+)z" 2x12+YZ' Two Two Two . For simple an 5 minimum),uniform/ loaded joists used in residential applications,one maximum size round hole may be located Q�_ Z Ql 1'/e"TJ&Rim Board or Strap per code if top plate 2xs 2x8 P P ( ' ) Y J PP v m Z W (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 � 1 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. 0 }-- Q t O z 1/a"TimberStrand& LSL or is not continuous over (� Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2x6+Yz" 2x10+Yz" 16d 0.162"x 3Yz" 6" 6" 8" 6" Not ((yj 10 blocking for lateral support header ( ) a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES Headers and Beams LU 10Z (1)Stagger nails when using 4"on-center spacing and maintain 1 %"joist and panel edge distance.One row of fasteners is permitted(tao at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable - O W panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for , ® ` Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI e'oists. Backer Block 1) .55E TimberStrand LSL Headers and Beams A < ® ° '• 9 P 9 9 9 1 Detail F, % a " s " r •• � " Q ( / or/ / or/ /e or 1"Net 2x6 2x8 2x12 (v J late is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. bass--- m l� p ( ) ( ) p g g gauge p or H2) 2 x diameter of the 3 With 10d 0.148"x 1/s' nails,spacing can be reduced to 3"on-center for light au a steel straps. 11_ over column /1 Ifnecessary,increase fillerand backer block height for face mount hen ers and maintain%"ggap at top of joist;see detail W.Filler and backer largest hole(minimum) O �c� yf Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3/"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12�minimum for backerblocks and 24"minimum for filler blocks). N .(1 N O '�Qn hanger (5)Can be reduced to 5"on-center If nail penetration into the narrow edge is no more than 1 W(to avoid splitting). 2 depth LuL-- V / < Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z 0 hanger wood from direct recommendations listed above. (� :�� Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor u L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O literature for framing connectors ■Nailing rows must be offset at least Yz"and staggered. ° ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"into the TJI a joist or rim board is achieved. ° ° ° ° ° 1.55E 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 Hale Size panels,hangers,or direct attachment to 9Ya""9y" T' Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. 8" 8" „ 4-„ i8' 3Yi" Fastener Installation Requirements TJI®joist framing does not j 14"-16" 4%' require bridging or mid-span E1 General Notes See illustration for atiowed hole zone "*a"•r,.", Piece #of Fastener :"'"• ~' •`.°Y Width Plies rn blocking . Allowed hole zone suitable for headers and beams with ,.r��'? r,►r °'; Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere alongthe member. �:�" �' �.+••••;*l: • Round holes only •'<'. `i 2l sides,stagger fasteners on the secondjt� 10d nails 3" 3 v C`r 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" 2'2) One side fasteners on the first side. P f' R'•F 3 f Screws 33/8"or 3Y2' 2 (2) DO NOT bevel cut'oist Al Other Trus Joist® Headers and Beams 10d nails 3" 3 1 Rim board joint t1j"Y;�✓; 1 "r'' " , 12" Both sides beyond inside face of wall. O j y Microllam® LVL � x 12d-16d nails 3Ya" 2(2) E2 between joists DONOToverhan seat cuts 3 9 1.3E TimberStrand® and Parallam®PSL ISP ...•.r3..M1R"" �.'.1;. 3 33/"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the 2 depth 1/4 Screws 2 2q^ Load must be applied evenly across 3. p 5^ One side entire beam width.Otherwise,use face ofsupport member. largest hole(minimum) d<,,i.tt Verify column capacity 10d nails'3' 3" 3'2' One side connections for side-loaded beams. DO NOT cut,notch or drill holes In headers or beams and beam bearing 12d-16d nails'1 3 Y4" 2(2) 12 (per ply) d except as Indicated in L5 length,See current 4 ° � o o Illustrations and tables. Weyerhaeuser literature. Screws 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 6/4 One side L6 form a header or beam of the required size,up to a TJI®rim joist 5"or 6" Both sides maximum width of 7" .. •' Microllam® LVL and Other Trus Joist®Beams Q 12"TJ&Rim Board or 1'/4" Parallam®PSL Header or Beam Maximum Round Screws 2 24 L3 TimberStrand& LSL. allowed hole zone Depth Hole Size O r 3Yz° 2 6 3/4' One side A2 middle 2 span 4%" V. Y2'bolts 8" 2 24" - 5Yz" 13/" 0 (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM. B1 L1 d 1.3E TimberStrand®LSL allowed hole zone d 7'/a"_20" 2" O N COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H14 4 See Illustration for Allowed Hole Zone � (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62 . Allowed hole zone suitable for headers and beams with uniform loads only. O O Round holes only O10 BEAM NAILING AT BEARING FLOOR No notes In cantilevers. v COLUMN CAP (FLOOR) L5 63 TJI®Joist to Bearing Plate Squash Blocks to TJI&Joist . No holes In headers or beams in plank orientation. 01 V - T- O 1%"TJ&Rim Board or (Load bearing wall above) \/ 1Y4"TimberStrand& LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 or B2 at -�- floor panel edge is supported 4 intermediate bearings I- r >' nail into each flange O B WARNING _ O One 8d(0.113"x 2/") and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally Q - nail each side.Drive Do not cut joist flanges. 1L F- Q nails at an angle at braced/shear wall Bracing Includes: 'I t ° (� Plumbing Drop g g Strut Lines Ld ° Q least 1Yz"from end. End of joists from above • Hangers • Rim Board • Rim Joist N ° V � O O P1 Blocking Sheathing at centerl' �4 3Y2"minimum of support a L2 1 1 (L Z COLUMN BASE 3 • intermediate bearing Also see detail e2 y 1/ minimum end bearing d single-family applications 5%"may be required � ' _�� � � Il< � � � Z for maximum H1 _ _ DL a O Shear transfer:Connections equivalent capacity o -� ~ _ to floor panel nailing schedule • r, ® 0 DO NOT walk on joists DO NOT walk on joists DO NOT stack building t- d OL Rim to TJI Joist 1 1 g H � until braced. that are lying flat materials on unsheathed tV 1/a"TJ&Rim Board, TJI&560 rim joist:Toe Additional oist is required if 0 y g O , j q •• INJURY MAY RESULT, joists. Stack on/ over 1/4"TimberStrand& LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 0 j y V W �t TJI&110 rim joist: nails,one each side of or if span rating is exceeded. O •• ', Exterior Deck WARNING NOTES: beams or walls. Y IL q` P2 One 10d(0.131"x 3")nail TJI&joist flange TJI&560 ° O LA DO NOT use sawn Lack of proper bracing during construction can result in serious -� O into each flange floor Attachment •' .'•••,'•..:� •.'� ;, . lumber for rim O g j Structural accidents.Observe the following guidelines: tL TJI&210,230,and 360 rim ° o board or blocking, ®. INSTALLATION TIPS :.• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. 1L ° 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 � ° COLUMN BASE One 16d(0.135"x 3Y2")nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. N ° 1%4'minimum bearing into each flange may not be required. 0 Use Only 3.Safety bracing of 1 x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Top View 0 Safety bracing 1x4 en joist.Without this bracing, g y highly p g Locate rim board joint between joists. y g( engineered lumber. 1 g,bucklin sideways or rollover is hi hl probable under light construction loads-such as a ° •Squash blocks and blocking panels carry stacked Protect untreated wood 0 minimum)at Won-center(6' worker or one layer of unnailed sheathing. J BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI& 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI&joist(with web stiffeners)is not a substitute concrete 12"knockouts at 0 H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 12"TJ + for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. &Rim Board or 1/a" q g P pp y 1 Warning: Drilling, DATE: FEBRUARY 2021 TimberStrand& LSL. 12"on-center two 8d(0.113"x 2/")nails minimum g: g,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JO15T DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y2"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 TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information. -