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Home My WebLink About45957-Z ,�ag�FFOtkc�r� Town of Southold �o� ooy 8/28/2022 o P.O.Box 1179 53095 Main Rd Wo o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43381 Date: 8/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3125 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-68 Subdivision: Filed 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. 45957 dated 3/19/2021 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 stoop and attachedag_rag_e as applied for. The certificate is issued to Brooklyn Timber LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0116 8/16/2022 ELECTRICAL CERTIFICATE NO. 45957 7/21/2022 PLUMBERS CERTIFICATION DATED 6/1/22 /7 (\Chaf 6k Sanders uth ri d ignature ni. TOWN OF SOUTHOLD �o�gOFFUIKCOG s BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE �y + SOUTHOLD, NY dol Sao , 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#: 45957 Date: 3/19/2021 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#14) MUST MAINTAIN A MINIMUM 20' SIDE YARD SETBACK ON EASTERLY SIDE OF LOT. At premises located at: 3125 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-68 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 9/18/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,458.80 CO-NEW DWELLING $50.00 Total: $2,508.80 Building Inspector SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 • �o sean.devlinl town.southold.ny.us �yCou ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooklyn Timber LLC Address: 3125 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 45957 section: 106 Block: 8 Lot: 68 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures 28 Bath Exhaust Fan Service 3 ph Hot Water Gasx2 GFCI Recpt 1 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 22 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Dual Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G3S Emergency Fixtures Time Clocks Disconnect Switches 4g 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Dual Fuel Oven, DW, Hood, 200A Panel 40 Circuit/30 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: July 21, 2022 cc �"A S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.O.Box 1179 G.:•. Southold,NY 11971-0959Q`. . BUILDING DEPARTMENT TOWN OF SOUTHOLD CERT:IFICA.TION Building Permit No. Owner: i (Please pent) _:...:..Plumber:-.-:.� - (Please pirint) I•certify that the solder used.in the water supply system contains Iess than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day of o,,panv �� ,. 20 � ,Q ...;.ct ` NotaryPublic -_ IF-00oun.y° 4 ' r4f so TOWN. OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION =- [ OUNDATION 1ST �� [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: k5T9 P', *-/ n, Awl k-ory-6 p � ( v -- r . n IA JOIN DATE O INSPECTOR %f SO//j�,0 ,`0 6 # # TOWN, OF SOUTHOLD BUILDING DEPT. comm' 765-1802 HISPE7. ROUGH 101M [ ] FOUNDATION 1ST [ PL13G. [ YOUNDATION 2ND ' [: ] .INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [. . ] "FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL ENETRATION ._ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: MY" nell/ DATE INSPECTOR Of SOUTy� # �# TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPE C[7ROUGH- ION [ ] FOUNDATION 1ST PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _L YG�f 0\,\ i DATE &64VINSPECTOR u�� ✓� pF SOOT - - - ti��a H°�o # # TOWN OF SOUTHOLD BUILDING DEPT. couffm 765-1802 INSPECTION [ ] FOUNDATION 1STXJI OUGH PLBG. FOUNDATION 2ND SULATI0WCAULKING,_ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMARKS: oz t �i�1 i7Y &v@4 Q7 i iti�f ru✓ --� - rn DATE 1)0121,04 INSPECTOR S0Utyo� Lf S "51 3125 S # * TOWN OF SOUTHOLD BUILDI G DE . 76''5.1802 INSPECTION [ ] ,FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Or Lj,-kW a!:� A ' ali�fJQ • DATE Z Z'L- INSPECTOR pF SOUTH,°!o TOWN OF SOUTHOLD BUILDING DEPT. co765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING - [ ] FRAMING /STRAPPING [t/1 FINAL ND [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vm(gb 526'--,w—Lo 16) W �� nq � 061 rAAl - - a DATE i'I II '�Oy'1� INSPECTOR hO�aOF SO!/TyOlo � 7 ---- * # TOWN OF SOUTHOLD BUILDING DEPT cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: DATE INSPECTOR LIPAHOMES Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR°Homes Certified Home Address: 3125 Stanley Road , A City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: July 21, 2022 Outdoors Temp During Test: 87 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.0 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other r z Venting Type 3 DraftSip llaee .S in Ilage CO CO Efficiency Fuel Tvne Circle a ascal) (Worst Case) (Nati ral orst Case atural Rating: N_P✓ O_E_ N V_M_S✓ Pa. Pass ✓ Fail_ Pass,, Fail_ 15 PPM 15 PPM Yes ✓ die: StandardTank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water Neater Primary: No _ Instantaneous Commercial See Note (Gallons) a 91 ( ) ) Stand Alone s i [senting Tvne 3 Drat Sin llaee Snillape(Natural) CO CO Efficiency Fuel TVDe (Circle Type) (Pascal) (Worse Case) (Worse,Case) (Natural). EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 7 PPM 1 7 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 1 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis 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 REQUMD for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with Heating System or Stand Alone dependently Vented or hand 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: JerryD'Amaro Rater Number: 2614397 Rater Signature: �A&2&q&2a Date: July 21, 2022 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 Home Energy Rating Certificate Property HERS ; New Home 1000-106-8-68 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, Corp. ( Rating Date: 2022-07-21 Rating Number: 2021_019 3125 Stanley Road d Q - Ll Registry ID: 504270628 Mattituck, NY 11952 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 48 Efficient Home Comparison: 52% Better Heating 41.9 $1337 36% General Information Cooling 3.0 $176 5% Conditioned Area 4613 sq. ft. House Type Single-family detached Hot Water 14.5 $336 9% Conditioned Volume 48830 cubic ft. Foundation Conditioned basement Lights/Appliances 29.6 $1753 47% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 46 Mechanical Systems Features Total 88.9 $3754 100% Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Criteria . Water Heating: Conventional, Propane, 0.69 EF, 75.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 122 cfm, 85.0 watts. ACH50 Calculation: Programmable Thermostat Heat=Yes; Cool=Yes 1303 CFM50 x(1.0 AC/48830 cf)x(60 min/1.0 hr) Building Shell Features = 1.601 ACH50 Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1303 Clg: 1303 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator (kWh/yr) 828 Clothes Dryer CEF 3.48 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, C orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. CERTIFICATE OF INSULATION For the following home: Lot 14 -The Fields at Mattituck; 1000-106-08-68 STREET ADDRESS 3125 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic Pia-Bum Plus Thl3 Intumescent Attic Gable End-Walls-2 inches Rafter R-39:End-Wali R-13 Knauf Ecobalt R-15 HID Walls Kraft-faced 3.5 inches Knauf R-11 Basement W311 InsuiaGon Basement (draped-bath 3.5 inches Band Joist:R-13 Closed-Call SPF&intumescent Banc!Joist-2 inches Other: Garage Ceiling-16 inches Garage Ceiling:2-Layers Knauf Ecobau R=25 in 2nd floor nlatform(total:R-50) 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 3i 6-24-2022 SIGNATURE DATE Contractors Submittal ��+ F�ylkNAUF INSULATION, INC. Material approved for use in project. 1��yt'q`�` r One Knauf Drive 3125 Stanley Road,Mattituck �� _ Shelbyville.IN 46176 oc� Approved by D'Amaro Engineering and Surveying,P.C. a Technical Support 217)398-4434 ext.8727 5�it'r.tt CHECKED JUN 2 8 2022 t �■ .c�o:."` 01-20 ',Jm 2020 Knaut insulation. Inc. DATA SHEET Basement Wall Insulation knupp!ATgy IN"'with ECOSP Technolo LD WE LIVE DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: Mpg: The Fields at Mattituck- Lot 14 a perforated facing that can be left exposed. It is also available June 28, 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. DOINGWREFOR THEWORLD WE LIVE I N. The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring Knauf Insula' 'tion productsith • Technology proper thermal performance. .1- using our patented, bio-based / 1 alternativeto - 1 1 / 1- 1 binder APPLICATION traditionally 1 in fiberglass products. bio-based .binderholds our produ6ttogpther,gives. - product • New construction or for retrofit in existing homes unique1 1- 1makesitforma 1' / SPECIFICATION COMPLIANCE All of our products sustainable • ASTM C665 such as recycled glass . sand. 1wdireproud 1 • Type 11, Class A, Category I I 1- putting glass bottlesbiack towork1 • IECC Code for a continuous R-value with a Class A Fire landfills. Our 11 50% rating with no further modification 1 of 26millionbottles month.each INDOOR AIR QUALITY • EUCEB Certified with ECOSED Contractor's Submittal Material approved for use in project. 3125 Stanley Road, Mattituckz Approved by D'Amaro Engineering and Surveying, P.C. FORMS AVAILABLE R-Value Dimensions Facing 3.5"x 48"x 60' R-11 PSK Perforated(White) 3.5"x 88"x 60' TECHNICAL DATA >a: '`i-I ice` ,�. ,vas.-;�q � 'r.,,4�r �. �„ ,�. "' r"'`..;y��"' -�F,r.: :✓'3's: I��r� .:+ a-�_".i.° rPropertXIJnit) 4475.p,,, Performance y u.'t,Yre.,a�= -'tet t s ►�, w Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB N,4P=BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International I 1 9 Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to high temperatures and flame Plus ThB intumesces creatingf y a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,cis a certified intumescent coating,Plus ThB is applied to spray — a polyurethane foam insulation,achieving the fire performance prescribed. +' ABOUT US Amw No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: (1 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly 12 L) 586.5 lbs. reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) -90°F(32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. . .PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray" Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for ApplicationVapor 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 3125 Stanley Road,Mattituck VOC Emissions: CDPH LA 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 some 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/ @ 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 with ECOSP Technology FOR THE WORLD WE LIVE IN! DESCRIPTION---'- Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: JOg: The Fields at Mattituck.- Lot 14 barrier for energy-efficient construction. Ecobatt insulation June 28, 2022 products can be used in new and retrofit wood and metal frame DATE: -- -------- applications - --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- • • • • WORLD Free batt insulation is flangeless kraft-faced batts that friction fit Knauf'Insulation withare between 16" on center wood studs, eliminating the need to staple. products ® ° logy .°- pur patented, bio-based , ,• APPLICATIONS ° binder .° , -, °erglass products. - e , ,. -, • Cavity walls, exterior and partition walls, floors, ceilings, binder , , , , ,, ,•. product attics, basements and crawlspaces SPECIFICATION COMPLIANCE All , our products ate made froth sustaina° • ASTM C665 (facing); such as recycled glasiand sand. And proud e • Type I, Class A, (Unfaced) be puttingglass „ , • Type 11, Class C, Category 1 (Kraft) landfills. Our °e e . • Type III, Class A, Category 1 (FSK-25 foil) recycled _ ° of 26 milliortbottles • Type 111, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-M voith ECOSE • State of Minnesota INDOOR AIR QUALITY • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 3125 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. TECHNICAL DATA rd'T 5, :7' :�," C '�arxZ 5dk'�x-^ '' + n -;,�5 Property(Urnt) r. ``Test PerformaneeA 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. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] I. Sealed Attic: R-39 SPF SA(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: I II III Face/ Inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(459 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: I II III Face/ Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: I II III Face / Inset 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. f 1 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] I. Window: U:0.32, SHGC:0.35 (45 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: Southwest Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: Southwest Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., Southeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: Southeast Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-4 Orientation: Northeast Comments/Location REM/Rate- Residential Energy.Analysis and-Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 J Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: Northeast Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., Northeast), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: Northeast Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: Northeast Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s:f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: Southwest Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: Southwest Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., Southwest), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: Southwest Comments/Location REM/Rate'- Residential Energy Analysis and'Rating Software v'16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 r ` Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: Southwest Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., Southeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: Southeast Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., Northeast), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: Northeast Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value:.0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: Northeast Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., Northeast), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: Northeast Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., Southeast), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Southeast 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. ©1.985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 ✓ Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., Northeast), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Northeast Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., Northeast), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Northeast Comments/Location Doors [ ] 1. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT (22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: 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 Rating3oftware v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 ^ 1 Energy Code Inspecti®n Checklist V Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1698 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II 111 Face / inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount(1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 11 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 (164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: I If III Face / inset Comments/Location [ ] 2. Joist: FF to garage (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 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 r Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside (65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II 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: 2442) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. 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 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 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 v1,6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 t � i RENVRate - Residential Energy Analysis and Rating Software v16.0.4 ��- New York Compliance Certificate Project Title: New Home 1000-106-8-68 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-22 Data Filename 2021_019 3125 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 3125 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3125 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) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 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) 5734 Maximum UA 478 Your Home Energy Cost($/yr) 5289 Your Home UA 464 Better Than Code (Perf) 7.9% Better Than Code (UA) 2.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 435 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 REM/Rate-Residential EnergyAnalysis and Rating Software 416.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. r J 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 Walt 3: R-18 SPF+Rigid' 375' 13.0 5.'0 22' AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond -> garage 25 13.0 0.0 0 Joist 3: Cond-> ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: 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 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 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 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any is of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REMdRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. (::: r CD eZ Name-Title Signature Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy 'C®de Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_019 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Building Information Conditioned Area (sq ft) 4546 Conditioned Volume (cubic ft) 48830 Insulated,Shell Area (sq ft) 8623 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(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(459 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location ( ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential--Energy.Analysis and Rating Software v16.0.4, This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. r r Energy Code Inspect;®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] I. Window: U:0.32, SHGC:0.35 (45 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: Southwest Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: Southwest Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., Southeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: Southeast Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-4 Orientation: Northeast 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 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: Northeast Comments/Location [ ] 6. Window: Door U:0.30, S:0.32 (41 s.f., Northeast), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: Northeast Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: Northeast Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: Southwest Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: Southwest Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., Southwest), U-Value:,0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: Southwest 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 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., Southwest), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: Southwest Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., Southeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-12 Orientation: Southeast Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., Northeast), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: Northeast Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., Northeast), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: Northeast Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., Northeast), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe-features: Name: W-15 Orientation: Northeast Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., Southeast), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Southeast Comments/Location REM/Rate-.Residential Energy Analysis and Rating Software v1.6.0.4, This information does not constitute any warranty of energy costs or savings. 0 1985--2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date:2/22/2021 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., Northeast), U-Value: 0:280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Northeast Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., Northeast), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Northeast Comments/Location Doors [ ] I. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: 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. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1698 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] I. Wall: R-11 Paramount (1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: I If III Face / Inset Comments/Location [ ] 2. Joist: FF to garage (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 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 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside(65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location 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: 2442) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. 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 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Date: 2/22/2021 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 2009 1 ECC: 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 `RENURate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-68 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-22 Data Filename 2021_019 3125 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 3125 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3125 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) 4546 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8623 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) 5734 Maximum UA 478 Your Home Energy Cost($/yr) 5289 Your Home UA 464 Better Than Code (Perf) 7.9% Better Than Code (UA) 2.8% Gross Area Cavity Cont. -Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 435 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 155 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 REM/Rate-Residential-Energy Analysis and-Rating.Software x16.0.4' This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 " New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R:-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 375 13.0 5.0 22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond ->garage 25 13.0 0.0 0 Joist 3: Cond -> ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: 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 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 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 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. f I further attest that I am a certified Home Energy Rater and affiliated withSf� , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Lew vA. maeo 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. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg [-Pro)&tyLBuildl r li fi rmation Building Name New Home 1000-106-8-68 Owners Name Oasis at Mattituck, Corp. Property Address 3125 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Oasis 2-R-S Community/Development The Fields at Mattituck-Lot 8 Identifier/Other 420-14 E�EOrganizationInforrriat�on-;�. � �� & .f f -,.....--�..-sm....-..-a.�.......`.,..........._e.a..-....e....��.a...�...m.....�n�-w.a....a+.+.........�...< a..-......�s.+d-.. ....-......-A,......".,�w.-.w:ten.J......-.- ..+..max..-.....v. �...-.-..au.....v._-..L,.u.�......-.c.�../ Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.dam'aroengineering.com 77Rating%RESNET Information 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 Field Insp 2021-02-22 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_019 Rating Permit Date 03/01/2021 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. 4 , Building Summary _ Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 , Mattituck, NY 11952 Jerry D'Amaro.. Rating No:2021_019 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg E° �Generel"Building Ilnformat>lon : :; fi , R. ,, _ _ _ _�q; Area of Conditioned. Space(sq ft) 4546 Volume of Conditioned. Space 48830 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2' Number of Bedrooms 4, Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Wall Information y __ 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 . 163,.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 7.00 2.00 0.058 0.086 *Uo Value Combo combines wall, airfilm, and soil path Foundation-Wall.Library;,_L>Ist� d � Foundation Wail: 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 000 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,vl,6.0.4. This information does not constitute any warranty of energy costs or savings. ©1985-2020,NORESCO,;.Boulder, Colorado. Page 2 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22' Mattituck, NY 11952 Jery DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg {..Foundation Wall Library List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Slab Floor Informs_tion Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1698 7.00 169 169 0 lLJldl) Floor Library 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 Frame_ Floor Information' 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 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 RENVRate=Resid6ntiAl-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 BuildingSummary Y Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Frame Floor Library List, Floor Covering HARDWOOD Note JTD �Riin, and Band Joist Information _ v � Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 163.70 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond > garage 25.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond > 64.70 5.0 13.0 2.0 16.0 1 0.056 ambient Above=Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond > ambient Medium 2773.00 0.056 to garage R15,FG1,4-16 Cond -> garage Medium 237.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 375.00 0.058 to attic R15,FG1,4-16 Cond > attic Medium 110.00 0.079 Above-Grade Wall Library List 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,FG 1,4-16 Information From Quick Fill Screen REM/Rate—Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro. Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Above-.Grade Wall Library"List __ Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness (in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300. Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam Window Information. Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 Southwes 0.320 0.350 45.00 6.0 1.0 6.0 0.85 0.70 None None W-2 AGWall 1 Southwes 0.320 0.350 45.00 1.0 1.5 6.5 0.85 0.70 None .None W-3 AGWall1 Southeast 0.320 0.350 6.00 1.0 1.5 4.5 0.85 0.70 None None W-4 AGWall1 Northeast 0.320 0.350 32.70 1.0 1.5 6.5 0.85 0.70 None None W-5 AGWall1 Northeast 0.300 0.300 41.00 1.0 2.0 8.5 0.85 0.70 None None D-6 AGWall1 Northeast 0.300 0.320 41.00 1.0 2.0 8.5 0.85 0.70 None None W-7 AGWall1 Northeast 0.320 0.350 9.00 1.0 1.5 4.5 0.85 0.70 None None REM/Rate -Residential Energy Analysis and•Rating Software v16.0OA This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,Colorado. Page 5 of 14 .l Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg .1�Nindow,Information, Overhang Interior Adjacent-i Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-8 AGWall1 Southwes 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 Southwes 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 Southwes 0.260 0.300 23.30 1.0 2.0 6.0 0.85 0.70 None None W-11 AGWall1 Southwes 0.320 . 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None None W-12 AGWall1 Southeast 0.320 0.350 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWall1 Northeast 0.260 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 Northeast 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 Northeast 0.260 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWall1 Southeast 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 Northeast 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 Northeast 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most !Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWaLL 1 32.0 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 AGWall 1 18.0 0.147 5.9 No Attic Access Attic Access AGWatl 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 1281.00 1540.00 Medium No Sealed 0.035 No No Attic 1 st sty R-39 SPF SA 435.00 459.00 Medium No Sealed 0.035 No No Attic 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. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.big Rod Libr i" Ust 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 REM/Rate:Residential Energy AnalyMi and Rating Sditware x16.0.4 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 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro. Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Mechanical Equipment Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 FD—HW. Prop,:ST,50gal'70% 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 Cool: JD,15ASEER,34.8K _ 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 8 of 14 Building Summary . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Mechanical•-Equipmenfi - --�� 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 AH RI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 W Efficiencies All bath faucets ft 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 54.53 peRatio 0.65 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 23.58 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate-Residential Energy Analysis and Ratirig:Software v16.0.14 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 9 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Duct Systems ' Name main Conditioned Floor Area(sq ft) 4546.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 920.6 Return Duct Surface Area(sq ft) 341.0 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 @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Infiltration andMikhanical Ventilation 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 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Pghts and Appliances Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO; Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg Mandat&y.Req_direments 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 503 Below Grad: true Basement Floor Area 1406.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy'Anatysis.and,Rating Software v16.0.'4 This information does not constitute any warranty of energy costs or'savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3125 Stanley Road 631-878-7808 2021-02-22 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_019 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-68 Oasis at Mattituck, Corp. 2021_019 3125 Stanley Rd.P.CC.blg DOE Zero 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. f Active Solar 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 / 1 • • COMMENTS I - FOUNDATION 'AV 17, ^fl _ �.� � + �: ► . s ADDITIONAL COMMENTS '-nELD INSPECTION REPORT COMMENTS �Q 49 -� FOUNDATION(IST) --------------------------t------- ri. FOUNDATION(2ND) ROUGH FRAMING Bc r PLUMBING txL4ftl W1ILA INSULATION PER N.Y. y STATE-ENERGY CODE S Lb) ik" S• OLt tNY • d t l pfY� FINAL. ADDITIONAL COMMENTS fl- solder- c-er-+ 26 .2:5d C>- TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt s //www.southoldtownny. ov n p � ) � ) P g Date Received APPLICATION FOR BUILDING PERMIT For Office Use Onlyj i J;L C i J I 1!7 PERMIT N0. Building Inspector: {—I tiw MAR - 2 2021 �tppiicatiiir►s.ani3=fnrms.mustNbeftlted,'outir theirerititety.incamplete, ." < appl'8iipti ,i iil"rtot be accepted: WFtere tthe Applicant is not,the owner,an- d.`caner' ltulttiorixation.fbrrn.(f+ a e Z, shall be.c�iin leted;r:::; .. ; Date:February 18, 2021 DINNER(S)" PROPERTY Name:Zenith Propertv Group LLC SCTM#1000-106.00-08.00-068.000_ Project Address:3125 Stanley Rd., Mattituck NY 11952 _ _ _...__..< .__-..__<..__.__........_...,_ ...... __. ...<.._. Phone#:917-626-2996 Email:monumentaIproperty@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACT PERSON: Name:Christopher E,, Mailing Address:437 South Country Road,_ Brookhaven NY 11719 Phone-,#:..631.-286-8668 .. _ ._. _...,._.<.<. -Email:cdwyer@Ikma.com pEStGN PRCIi=F$SlbNAL;INFORMATt£?lV s<..- Name:Robert MA Steele, Executive Vice•_President, <LwK.,McLean_Associates,_P,C .___.__ Mailing Address:437 South Country Road, Brookhaven NY 11719 Phone#:631-286-8668 Email:rsteeleCcDlkma.com CONTRACTOR'INFORMATION: Name:Oasis at Mattituck Corp._ „ Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: eter moderns ehomebuildin com -DESCRIkf6N OF PROPOSED CONSTRUCTION.::; RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? IRYes 0 N Will excess fill be removed from premises? I9Yes ❑No 1 . .; PItfOP..EitTY INFCIRMAII�3N :'::. , Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? BYes ❑No IF YES, PROVIDE A COPY. CheplilE3oitAfterReading Theowner'Jtnntractorldes�gnprofessionairsresponsfbta#Draft;drainage'andstormwste(issuesasprovidedrbp,'- ,chapter ZM of.th' Town code:'APPUcATIoN'is iitii Y MADE to,i6 BuftdfngDepariment for the Tssua nce o£s Stiliding krmtt pursuant totfieiivlla ag Zeno onti6arite oftlie,t aofSouthdld;Suffolk,0wity,NewYorkandotfterappficahle.11A i ;.t)rdfn@eiceS:arRegutat oftruildingsa", y tens fur tti CD ,trUGti'fi f additions;.alteiatians c"r#or'tebvaf orderriolkion as,tierefn deseritied:=thea ficant a rces•to cora pp g ply vaitti ail applicable laws;ardiiiaii�ses biiiliiPng`cdfe,=; httuing cgde and.regufa tans and to admit authorized iospeeto�s:on prem3ses.anti In bwNdlrigts)for necessary lnspectians.Palle stateriie nil taae heiein are punishable"as a Bass A misdeineannr pursuant to,5ectfon 23if 45 of-the Nernr York State Penal:f aw Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: �[ Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Swopribefore me this , W/-1. day of February 2021 7 4,01 Notary Publi JISTIN NOTARY PU13LICEStaI eGAND of New York PROPERTY OWNER AUTHORIZATION No.OiW16210359,Suffolk Coun (Where the applicant is not the owner) Commission Expires August 17:o?j I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to th Tow of So hold Building Department for approval as described herein. caner' Si atdre ate Johnopovitch, Zenith Property Group LLC Print Owner's Name 2 gufFtl �0 BUILDING DEPARTMENT- Electrical Inspector otid V11 TOWN OF SOUTHOLD 6 own Hall Annex - 54375 Main Road - PO Box 1179 ,. G�'i! � i-3 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(D-southoldtownny.gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 08/10/2021 Company Name: Puccio Electric Contracting Inc Name:Mark Puccio License No.: 4806-ME email: info@puccioelectriccorp.com Phone No: 631-874-2098 ❑✓ I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) 1 Name: Mark PuccioI UZ&O Q iC pan�tY 1 lr)C. Address: `' &5' b nleZ Cross Street: --- Phone No.: 631-874-2098 Bldg.Permit#:4}bq_br] email: info@puccioelectriccorp.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200A UG Service New Dwelling with 200A UG Service Check All That Apply: Is job ready for inspection?: ❑✓ YES [:]NO ❑✓ Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On 08/10/2021 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 ❑✓ New Service ❑ Service Reconnect ✓❑ Underground ❑Overhead # Underground Laterals Z1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Meters on house - Ready for Rough Inspection PAYMENT DUE WITH APPLICATION C\N . Electrical Inspection Form 2020.xlsx ,r �� a QSufFO .BUILDING DEPARTMENT- Electrical Inspector. TOWN OF SOUTHOLD UP 6 own Hall Annex - 54375 Main Road - PO Box 1179 a • & O - Southold, New York 1197170959 Telephone (631) 765-1802- FAX (631) 765-9502 (3e; ' rogerr(@D-southoldtownny.gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date: 08/10/2021 Company Name: Puccio Electric Contracting Inc Name: Mark Puccio License No.: 4806-ME email: info@puccioelectriccorp.com Phone No: 631-874-2098 Zi request an email copy of Certificate of Compliance. Address.: JOB SITE INFORMATION (All Information Required) Name: Mark Puccio .Q Y1G G. ooG CL \Y-JC— Address: 8 1 AG7 b n lieL f Cross Street: ----�- Phone No.: 631-874-2098 Bldg.Permit#:4 q.:-6r7 email: info@puccioelectriccorp:com Tax Map District: 1000 Section: Block: Lot: . BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200A UG Service New Dwelling with 200A UG Service Check All That Apply: Is job ready for inspection?: OYES ❑NO ❑✓ Rough In []Final Do you need a Temp Certificate?: OYES ❑NO Issued On 08/10/2021 Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 ❑✓ New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals ❑✓ 1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Meters on house- Ready for Rough Inspection PAYMENT DUE WITH APPLICATION A Electrical Inspection Form 2020.xlsx f )�' �� PERMIT# dress_ Lo Switches Outlets GFI's Surface Sconces UC its .t2' Fans : Exhaust. 1 4 Oven W/p . Smokes I DW : i .'.. `.. Car ori:. ..... ...... :... . ...: . Micfo :` ':''.. " - ;:: .Geitie:rator:_ C 1 ombo ' S _ Cooktop Tranfer� AC AH, Hood Service I_. `L. A f H ve U `mps . � sed Special: . .. ..... �0... �. Comments: Kidd©n TE PLAN DATA �� ptain o ZENITH PROPERTY GROUP LLC 00 NOTES: REQUIRED DRAINAGE CALCULATIONS: (2 RAIN EVENT) �e� 3125 STANLEY RD., MATTITUCK NY 11952 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED ASA IMPERVIOUS (ASPHALT) 2,100 SF n 2 1000-106.00-08.00-068.000 o .. , MINIMUM. C=(,.Oso x 1)- 1,050 r-a� cr 1.os0 x 2-/12• (RAINFALL)= 350 CF 70 SITE AREA: 50,850 • SF 1 .167 ACRESIN ADDITION TO 2 THE CONTRACTORLSHALLDICOMPL�WITH ALL ADDITIONAL MOEASURESUDEEMED WN, IMPERVIOUS (ROOF) - 2,000 SF / e LIMITS OF GRADING. 32 800 SF 0.753 ACRES `� / 3 NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE 2,000 00 x 1)— 2,000 LL) i 2.000 x 2:/,2• rRAlNFA = 333.33 CF } / � NO WELLS LOCATED WITHIN 100 CONSTRUCTION. ,.. , �. m PROPOSED DRAINAGE CALCULATIONS: 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ASPHALT DRIVEWAY(DW1) ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS 350 CF REQUIRED _ n` M,]"ittIck Hills, CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN 8'$ DRYwEi1� 350 CF 42.25 CF/VF- 8.28 VF t ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH 1 / / ti, 44 seduarr oM Sm 45 TT) FINO OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF 1342E (Dw2 ec Dw3) ) -fib '"' *° '. • ., ^ , , PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. 333.33 CF REQUIRED 1 / 8'� D NWELL- 333.33 CE/42.25 CE,6ff_- 7.89 VF b 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL PROVIDE: (2)80 LEACHING STRUCTURES 04' DEPTH / ♦ SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE \ / Q ENGINEER. 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION OF THEr�� SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. < , 011: PROJECT ( � . r.��,.r�, ;- . ��,�'�r. tom.tr•'� °��``�"="" 6 J. I/ / / I LOCATION / 00"Mu �/ .vers I.EGEND: ! 1 , /_ �MUK f76�Td.G 01VUL FGN L� PROPOSED BUILDING L I 1 L� PROPOSED ASPHALT DRIVEWAY ---- PROPERTY LINE v M PROPOSED CONTOUR I. ,3" �N --11.0—EXISTING CONTOUR ` / i �/ /� h�bg R 0 A D w r",�j Or VOW= COG PROPOSED CLEAN OUT __ r- LIMIT OF _-. % ! 10 -0 b ri •ir sr"° eM1d"oo10Ma. +uu LOCATION MAP m,r(mm.)neve Vow avm roe c�mWL GRADING b "r'°'�"° SCALE: 1"= 1,000' PROPOSED SEPTIC TANK ;' - J GROSS SECTION PROPOSED SANITARY LEACHING POOL _. ( / 1 TEMPORARY CONSTRUCTION ENTRANCE PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL `'• , ��p� i �. ( ( D \ h` 8" THICK REINFORCED --: PROPOSED SANITARY PIPE l ' J l 'V CONCRETE SLAB BELOW GRADE PROD. SILT I —� » FENCE AS / . � 1 / l � � � E PROPOSED B ADS ROOF DRAINAGE PIPE V / l J j 1 �► ; � SURFACE AS PER SITE PLAN DETAILED (TYP.) ( ,� E E `.� PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) {,`� l �� J/ ( 1 ♦ 5 0 --•— PROPOSED WATER SERVICE Qn Qt l j/ \ Z \ �` ,° \ \ 4 N N tQok PERSPECTIVE VIEW —� PROPOSED U.G. ELECTRIC SERVICE 1 / \ Q Ob O �I 1 ' ( RECAST CONCRETE --W EX. UNDERGROUND WATER v Z \ I ` w\ - — — S0� ` / J 1 CHIMNEY 36 MINIMUM 2 x 2 --T EX. UNDERGROUND TELEPHONE \'' _ i \ d / \' / / y FENCE POST TEST HOLE LOCATION — -- • \/ •tn --. y -1 ! ,j ,,, o®®®® ® SAND WOVEN WIRE FENCE o II�III a®In®® ® _ c6x6 - ,Q � 10 0131111=1= :: O SHEETING impmmEmLE FILTER CLOTH " JSP \ \ Z ) \ ( ( 0 D I I( '• 13®®® ® B" ADS DRAINAGE PIPE A A ®®®®®13 IM 0L 6* ADS DRAINAGE PIP TRENCH DRAIN ON Y E FOR '71� �, 1 / / y EMBED FILTER CLOTH Z/ —�—' / r ( 1 C I(I MIN. 6" INTO GROUND C D % < Jill I ' 0®®® 1:1 OR FLATTER J�F-$F,4 G ( C I { 0 0 — O®® O 0 0 0 O SIDE SLOPE 4- 6�P� � \ r-----�, + S ' Z �.' ' ( /i a 0®® NOTE: 'M 2 ACREUM 100 LINEAR FEET 5 I SOIL STOCKPILE _ C3 C1 II (= CONCRETE WASHOUT DETAIL AREA 500 SF t go' / < / } -' r n Z ® N.T.S. M SECTION DETAIL r ♦ -SILT FENCE DETAILS / L_-----Zi ( ) abate. = CLEAN SAND ac �� / \ / 1 b .+ GRAVEL FILL 2 HEAVY DUN BAR GRATE HOT 2 /" / �, � T'1�M GROUND " " » / t WATER DIPPED GALVANIZED, 1.5" O.C. 1'-4" PROPOSED TRENCH / ' 1 Z. C 2'-0" W4, 8'-0" Diameter 2'-0" MP CLEAN SAND do ias » _� DRAIN W/ 6" ADS / / ) / / / 1 ' ° -r GRAVEL FILL. �10 » IF DRAINAGE PIPE TO \ / - - / / / ® 3/4" DIA. DRYWELL �. 52 - / r / 1 / n / f /� / IU ANGLE FRAME HOLE 4" TYPICAL SECTION 0 LEACHING POOL (DWS C ,� .... ;�.y.. -� / � O � DEEP FOR o 4 ING DW3 �p00� �� I + 1 _ soda on --W-2g" CONNECTPIN ROOF LEADER A g" r d TRANSITION - •' • •'•:;,s' J -� 1 �D. , 1 1 CAST IRON CLEANOUT "T" VAR) �j +' cn I �� Q \ a oG'�a. 1 �: i /) 11 l) / - BRONZE THREADED PLUG SND VIEW a, / ` t O< y© \ J / l' ( 4 4" CAST IRON PIPE \ •' p ? � t / �. •��')o '� \ I ( / / ( GRADE .PLAN �0 / ! / / c _ " •----- - -$'-3" NOTE � +' ` / ` } r 1. CONCRETE DESIGN STRENGTH �� I �. 00 /. / , " PER ASTM C31, 4,000 PSI AT 28 2. REBAR ASTM A-615 GRADE 60 U � ` I O 1 l \ .� 1` 1 ! 1 i / } f'"�"""5 -0 SLOPE 0 1 X So °0 � 3. WELDED WIRE FABRIC ASTM A-18 i w �•:.~''- 4. TRENCH DESIGNED FOR AASHTO t O PROP. SILT r d DWS` � � � � ? �?�+• ��•51' 1 � / � o� „ . FENCE AT �, -y �� I I �� ti%p_ �' ROOF LEADER DOWNFALL DETAIL g ';•; ;, ..•;.�; ENTRANCE ( A AS /` .n / + / , , :.. i N.T.S. (NP.) ' y �--- \ © LDcrAamJ �,�, •sc",��,� ( _.. 1 " 53 i ti. y y a > C , t DEPTH EXISTING 4 SOLID BLOCK PROPOSED � \ C �''` F`� a� 1 \ , ) I �� ,. +, GRADE f OMIT END WALL FOR INSIDE SECTION CONSTRUCTION \ -AOS �- \ ✓i° / ( 51.5 DARK BROWN LOAM °'° •••••••••• SECTION A-A ENTRANCE �\v \\�� ,� -53- ' ;:.:•.•.•: ,� , o s ,, _� ,`� t T_ _ _ , ; / , 4, .:•.::.•.•:.•. 47.5' TYPICAL TRENCH DRAIN gTJ � �( (---49 -- ,i� / ( ( / / / BROWN AND PALE GRAY SILT _ �� 2i , / DETAIL `Lp 1 1 ! I ` I 7.5 44 N.T.S. DATE BY DESCRIPTION APPROV. BY "7 BROWN CLAYEY SAND REVISIONS TRUSj ►- 40' TOWN OF SOUTHOLD N/F AN 11.5 S' URE FIVE LOPED SUFFOLK COUNTY NY \ \ \ i SIGNA TO B pC WATE � E `� \ \ / PU I PALE TO BROWN FINE TO TlkLA THE FIELDS AT MATTITUCK \\ \ I// I MEDIUM SAND WITH GRAVEL IN o ) LAYERS LOT 14 STORMWATER NP MANAGEMENT SITE PLAN SITE PLAN L. K. McLEAN ASSOCIATES P.C. 0 20.5 31 * �oQ,� �1 \ CD » • TEST HOLE BY MCDONALD GEOSCIENCE �', * CONSULTING ENGINEERS 437 SOUTH COUNTRY {�., BROOKNAYEN, NEW YORK 11719 N O SCALE: 1 = 20 DECEMBER 23, 2020 !`=s 0 20 ao 7HE MXMTarr LNM OF IM srAE or Yew YORK ams 4 AS NOTED Sheet No. o Feet (NO WATER ENCOUNTERED) Wer FRW SPT „ o Designed By: MF/CFD Scale: HIGHEST EXPECTED GROUNDWATER ® EL. 0.50 ,►E DIRECTION or A LKOSED PROFESSMA- 7397 � f DESCRI M O ExrErFr-W S WXPX ,� �,. " w TEST HOLE AM MAM ME `W ° ""FP"'M`'°"'E Tw I I SSIQ� � � Drawn By: MF Date: FEBRUARY 2021 S\A! 1 z MD/OR Dr, MCN OM E4.LAW I Y V f n N.T.S. """-` Approved By: RAS Flle No. 20099.000 SURVEY OF PROPERTY ON THE MRP Oft SUNSET KNOLLS SECTION TWO - 141P NO 544.,.FIED 4/9/70 - _ SUBDIVISION MAP OF 5I SUFFOLK COUNTY WATER AUTHORITY S 21.4840' E 68.86' MAP' S 23.14%4o-.E 1 0.03' THE FIELDS AT MATTITUCK -- -- LINE "— -- ---- 114.30' S 22 00 50 E'.. u --��-- so LOT 14 FILED MARCH 31, 2006 AS MAP;NO. 11370 . L -. SITUATE AT . x •, 7.;.... POST � WIRE FENCE •'1 j • _ MATTITUCK \\ TOWN OF SOUTHOLD . EEE1AIION — — — NATURAL - . SUFFOLK COUNTY,NEW YORK NON DI$TUR$?NE tENTION BUFFER lN_ AREA-OF PARCEL _' 50,850± SQ.FT. OR, 1.167± ACRES �.. : . NOTES ''•i i - , - - - 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. - 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT 13 THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. . •: DED .. 3. ELEVATIONS REFERENCE NAVD 1988. / \ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND / \ , 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE - - EDUCATIONLAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND `� SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. \\ �� 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 1�. ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE �WCU NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR�f v pG ANT r H THE TITLE COMPANY,GOVERNMENTAL GEOM THE SURVEY IS PREPARED AND ON I ENCYAND LENDING INSTITUTION LISTED HREOBEHALF N NO D d \ TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.TO \ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE \ RESPECTIVE UTILITY COMPANIES. 8. RIGHTS-OF-WAYNOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. \ LEGEND \ / ,\86,- Q ............•• ELECTRIC MANHOLE 0, A. \\ .............. CABLE TV BOX ............•• LOT NUMBERS \ ap of .............. BUFFER AREA 13 •,+ .PAVENENT X503 - i —T—• •••••••••••• UNDERGROUND TELEPHONE 0OQA AA ASPHALT 0. ..............DRAINAGE MANHOLE \ �'� o�UiE C cJR�. �•yq R O •••••.•°•••••TELEPHONE MANHOLE - •/ G d t .. . —E—•... •••...••.UNDERGROUND ELECTRIC , `5\gip 6 RB SS, 5 B1JPt/ fiJ�'0 —W—...•••••.•..••UNDERGROUND WATER' ■ CONCRETE MONUMENT O - �. y• S G � 02/12(21 T.L.S. I Added property comer monuments set T.L.S. �C of NEW� _ 9�\ DATE BY DESCRIPTION APPROV. BY ST �'A� REVISIONS Town of. Southold �. CERTIFIED TO:' 9 I.BROOKLYN TIMBER LLC Suffolk County, New York . y� Stanley Road 2.FIRST INTERNATIONAL TITLEAGENCY Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAPI hereby certify that this map was,made from an actual survey Survey of- Property DISTRICT 1000 050528 4 completed by me on 05113/2009 and updated 12/2212020. L. K. MCLEAN ASSOCIATES, P.C., SECTION 106.00 �(^�y"�" /� CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 VF/y c /�j �. 437 SO. COUNTRY ROAD, BROOKBAVEN, NEW YORK 4/ a7 t� .Surveyed By. KG/JL sheet No. LOT 068.000 LAND Scale: 1-= 40" TAMARA L. STILLMAN,P.L.S. ll NYSPLS No. 50528 Breen Byi GLD Date:: 1210912020 PA20099,000 Flelds @ Mattltuck Engr 8 Survey\Survey Dept\Drawings\'20099.000 lot 14.dwg 6129/2011 4117 PM Tamara Stillman' - .. Approved By, TLS Flee No. 20099.000 , LEGEND BUILDINGS: i ewe PROPOSED 2 STORY RESIDENCE EXCAVATION INSPECTION REQUIRED 4 BEDROOM I n"A PROPOSED BUILDING �oA� FOR SANITARY SYSTEM ZONING .a�a PROPOSED ASPHALT DRIVEWAY R-40 (RESIDENTIAL) 0 PROPERTY LINE BY HEALTH DEPARTMENT SITE DATA: N -<EED-- PROPOSED CONTOUR ' SCTMB: 1000-106-08-068 ! (� h --17.0—EXISTING CONTOUR SITE AREA: 1.167 ACRES ) PROPOSED SEPTIC TANK GENERALNOTES: & PROPOSED SANITARY LEACHING POOL 1. THERE RESNO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY /I I % PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL STRUCTURES. 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. PROPOSED SANITARY PIPE 3. THERE IS A WATER MAIN AVAILABLE ON STANLEY ROAD. PROPOSED 8'ADS ROOF DRAINAGE PIPE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS SURVEY NOTES: / ��/ �) PROPOSED 8'0 DRAINAGE STRUCTURE(SOUD COVER) PERMIT FOR APPROVAL OF CONSTRUCTION FOR A / /' PROPOSED WATER SERVICE SINGLE FAMILY RESIDENCE ONLY 1. MEASUREMENTS.ARE IN ACCORDANCE WITH U.S.STANDARDS. / �—PROPOSED U.G.ELECTRIC SERVICE 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE I Ias — EX.UNDERGROUND WATER3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. —tl 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP UDM:POST SANDY FROM THE / / I EX.UNDERGROUND TELEPHONE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION / I / 10 DATE 2/3/21 H.S.REF.No. R-21-0091 5. PROP IT SURVEY PERFORMED BY LK.McLEAN ASSOCIATES,P.C.ON 5-13-2009.&UPDATED ON 11-25-20 I APPROVED I l.vrn-2n V p�sA�c.�-RQ. /I I DEPTH EXISTING FOR MAXIMUM OF 4 BEDROOMS GRADE EXPIRES THREE YEARS FROM DATE OF APPROVAL 0.0':•::¢: 48' DARK BROWN LOAM 0.5' 47.5, BROWN AND PALE GRAY SILT t'5 4' a4' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES e I Dam' BROWN CLAYEY SAND 1 / I a -' - rb � ^C-9 Kidd I+ PALE TO BROWN FINE TO 4 MEDIUM SAND WITH GRAVEL,INLAYERS -SO` ty j / / rl ,ice 17 31' + ✓r y1 /1{'O� - — TEST HOLE BY MCDONALD GEOSCIENCE - / DECEMBER 23, 2020 ♦ , (NO WATER ENCOUNTERED) Mattituck HilL9 HIGHEST EXPECTED GROUNDWATER 0 EL 0.50' 95m / r TEST HOLE #4 O N.T.S. sv s II t noa� ;.: � PROJECT o // -•�'k I LOCATION -3 (. PROP U.G. 4 ".y-' [y'� / \_/ - , , ( _ < :-` •l`_• - •��y� .. ? v,1• J:.i �' 1 V, ATER SERVICE E%'WATER METER "' LOCATION MAP J - SCALE: 1"= 1,000' PROP.TRENCH / �ti __J / / I DRAIN /0. 53 ZDo•,I;FROM -53- (..F \@- o/ I Iy/� \ wAN /gT i+\�' a _I !_49- as �� r• �� LP � � i / I DATE B1' DESCRIPTION APPROV. B1' I � a MAN• \\�• \ I REVISIONS 3 \ = \\SAN' S 1N• i; 1 TOWN OF SOUTHOLD SD aFIVEL�Tau T ( 1 Eo E �` \, $1.ONATURgETOPUBLIGTER THE FIELDS AT MATTITUCK Dr.VAD I i SUFFOLK COUNTY NY 7 \ ry \ PROP U.G.ELECTRIC '' J I SERVICE Y u 0 LOT 14 PROPOSED .SANITARY PLAN L. K. McLEAN ASSOCIATES, P.C. 1 Oc - `•%� 07 �`,i CONSULTING ENGINEERS 477 SOUTH COLIIORY I®.MIDIUMVE4 NEW YM 11719 SITE PLAN -.oto wa°Ceox60°`nrx,&l%M m"�'o F DmiSDed Br: MF/CFD scale: AS NOTED Sheet No. SCALE: 1"= 40' M�v+n.o tmnaua u.m os O - —,q I, ,6aG M Oi or V aQ7�gppynt V_ a N _ ""ao� ' �,.Mo G Dra.n By: MF Date: DEC. 2020 A c/� -� °�u MO//al Fara d nc a1u�l a M S DAG n, u.. 7YV100 TVItt F.F. ELEV-55.75' EMS TING STOPPER OR END PLUG GRADE * 10•x 15•QUAZITE ' GRADE ENCLOSURE WITH COVER LOCKING CASTING TO GRADE ELEV. IN LANDSCAPE AREA FINIISSEED (EL. 53.30) 53.80' CONCRETE COVER 20" 1' IN. 4'h AX. SOR 35 ® CONCRETE CHIMNEY 20" MIN, 4.0E, PVC PIPE PITCHFO MIN, 1/4-PER i' M SDR 3s PVC PIPE PITCHED 6• 8" MIN. 1/8•PER 1' INVERT(IN9.0 -}--- -- ----- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEV. 49.05' � 1 25' INVERT(IN) BAFFLE 1 CAST IRON PIPE SHALL 0-EV. 48.05' EXTEND THROUGH 8" INVERT(OUT) FOUNDATION WALL A MIN. ELEV. 47.55' INVERT(IN) OF 2'. SA'. ELEV. 47.00' . (EFF. Dom) 6" SDR 35 PVC DROP TEE CT 0 4" sr mss Stm ew PLAN f1V Dx wASIFR 8'0 1.250 GALLON SEPTIC TANK W/DOME 31rO-F °GAS 12'_0• 1. MATUt"CO*DW TO ASTM A46 CUSS NO OR 39B SPECIFICATIONS 2. LOAD RATNO:FOR A01110 R H9 20-14 HIGHWAY 3. FRUIE AND COYER AS MINUFAC11M EM LONG IMAM ECAST PROR APPRDVM EOU4L I 3.0' I (MIN.) 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER COLLAR N I':' '. '•3.0'. 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 2B DAYS. oLLAR p 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT—PROOF AND T LOCKABLE. 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT F EXCEED TWO FEET IN HEIGHT. (IYP.) UI BOTTOM OF POOL 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON ELEV. 35.33' - :.�'6'.'MIN:'PENETRATION •'''.":I EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE INTO-A•-VIRGIN STRATA , •`•:- .i CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL `:•„ •�;. •:�,`,,,;:;•;,'.�� .'-".,”��,�"�.;!;.:.•:,:.OF,:SAND"&"CrRINEI:'- AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL L e _ COMPACTOR AT 6" LIFTS. c_ 3' MIN.ABOVE HIGHEST 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY 'o DISTURBED AREAS. EXPECTED G OUNDWATER BACKFILL MATERIAL CLEAN SAND AND 7. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH GRAVELFtw CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. o TYPICAL LEACHING POOL TYPICAL CLEANOUT DETAIL V N.TS HIGHEST EXPECTED WATER ELEV.=0,50" 5 ---------------- -v ------------------------------------------------------------ V LOT 14 SANITARY PROFILE N.T.S. _ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK qLOT 14 SANITARY DETAILS CD WL. K. McLEAN ASSOCIATES, P.C. CONSULTING ENMEEIS 437 SODLH CW M R0.MMOVE14 NEW TOR(11719 f No. Drawn De3i9ned By: MF/CFD Saole: AS NOTED She '� "'Ou/on,Mia:,ncowx+wv•°�'A� i �Q� Drawn By: - MF Date: DEC. 2020 S/� 2 i o� i��emoa Owe m�:.a /1 Approved ey: 'RAS File Na. 20099.000 SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE CK FILED CDSAT,006 AASAMAP NO.11370 LOCATED AT ' MATTITUCK I MAP OF SUNSET KNOLLS SECTION TWD I TOWN OF SOUTHOLD NAP NO. 5448, FILED 4/9/'70 AREA SUMMARY SUFFOLK COUNTY,NEW YORK -- — -- --� -- LOT LOT AREA NO.. SR.FT, SUNSET DRIVE 1 56,640 pJtaR9y to$ rc (50' WIDE) 2 61,994 StP o c — m 3 100,312 I¢ I y a 4��1`1 DANIEL V AND MARIA T 5 38,395 PR�JP fl `y y ��C'y�, NIF A I I h U) L� MCM4. WELL SITE W ). N/F 68150777 dpi^ MILLER RB Lf q I 00 3 I N/F ANDREW AND I MICHELLE AND I Np,V p I 6 41,673 3 I IJ/F I N/F I Zpl N/F I LONSTAfJTINOS I MARIA ISTEVEN NACROSI N/f �U�,� 9� SLiFFOLK COUNTY 00- N P ,Z w 3 Z� G eTd Q 7 36,951 `�O��f „°A = n Ti ti0 I PEGGY N/F CATHERINE AND MI Q�11 LCUF AN➢HARKELLA MAGRIPLCS 1VATER AUTHORITY g�A• THANAS PANIC KONSTANTINfDES LOUKAS fR 8 32,744 J y PERTSINfDES CONTOVEROS l R my rxn 522.00'50"E 9 56 K eFAv:ACJ \}, anv rnx. �a Ava 523'14'40' / 42238' 739.28' 521'48'40"E x x aOc. pv urn' 674. ' 100.03' s�• o — Sez 2oro7'E —— ,959 ' �O ?, pe tmLBRO L 00 recv rxn ]0 47,933 - ryyg E I •� ER \ rV ry 25'VIDE EXISTING AN➢/Oft 11 37,104 ��P HPtt RELOCATED AIIW, Nd 13 51,437 dP „ QO lO N' r000-ro6ICTicem�-oTsaD9 (< S`�� i 14 13 I 27 �" ® — 14 50,850 W SCTX , 1000-10609-OSDO-067.W0\l EASEMENT FOR O H 4 HiF I W 3 I.l,v. ^! / X06 • scrx N6 1 e ��( STORM WATER I S 4 9,208 Ne0.37'00'L'/240.OD' ` � _� PE TCR ANO CLAINE 1 IWo-10600-0600-055009 1000-!06.00-0600-068000 r ('� RETCNTION G \ •^ PSYLLOS ti� I 4f - I p,o^ ,y,oJ szo'3iro"E e46Da - y��/I�i//gyp 17 30,931 SUBJECT I AREA I6 37,240 pJ� m �l1 ''/ P R❑P E R T Y Jc Q`< KII., -W 20 32,685 dsarx Au .v 9 92- `N/FRRE ROW LLCTCis , 1Q I`�1l22 31,676 o- R s¢ scrx/t0. „11 �` raw-ID6.9D=9699-D6sam nl \�� / U drr'OSroO,. 23 33,931 � sp ss- 24 32,803 TOWN OF SOUTHOLD o+ N/F .78.V 50' rare mD \ E 76 6 2 P N1CKOLgS AND DINA `' l O SCTX 107 FJV aL �z 25 34,082 , rl LK'R NF GLC d KANELLOS I W 2 O f{ l SIC Tit I✓D. JWO-t06.00-0800-0860v SCTX JdE `�� — F O sGrXAII 1000-10600-0800-07o1M0 1090-106.0o-0800-079.000 '• •. .O I N16'3BT0"V 2oano' 26 32,010 ITN I a ;~� rma-796,09=cavo=97s9oaf tl I W 27 1,367,048 H`+�AS - SGTX JSL �`� •- • u�i W -a 000-)0600-0800-056000. _ _ . ROAD 145,800 p 1 � r1e,�•LX.. ,�� .,I- s� ,' ta9o-1a6.00-aaoo-a6soao I�'$ HEV VCN �I 20'WIDE jg, 22 o N1 2,481,801 24P' I c H 1 TOTAL 56.974 ACRES1SDUNn qV N/F I y`L�• .W I JOSEPH M AN➢ SCTX nu P - SGTx IJ8 E UGO RUNDINONE4m e'sv760 J >W pJF' SG Tx A71 > f SCTA Am ta70-tLKW-OBM-018000 7O j G\ j W ,� l D mf - la9o-toscm-oa.9o-onmo 11 -P SGTX MZ io W¢ reaJ F}ID� 1 `3- - +.\..• 1000-x0600-0800-064.00050' 000-x0600-0800-064.0005➢'VIDE VA TER MAIN LEGEND w SUFFOLK COUNTY _ > VA TER AUTHORITY -� ,AREA=745800 SQFT/ '.T ;y '--� O u N/F Q DECIWOUS TREE ?tl4 '� N" 9 / F ry CAROL C.K£IL ® DRAINAGE MANHOLE LOCATION MAP 4• q "y. \ o © ELECTRIC MANHOLE (NO SCALE) ., -r.+'5,`:•,•.�y` 2'' 7000-f SCO6. rx Na a-063000 LS FIRE HYDRANT 2 N/F '3Y", 1, Q TELEPHONE MA LE WF 1 :, �JAI!ES2AND'�ClB.'LEfN' J O Z In CATCH BASIN EVE VINSTON b I O -'. NIn TCOMERY,r._.. SCIA Mr SCTX M O ® �� ROUND DRAIN INLET r !000-106.00-0890-059.000 J000-10600-0800-06aaM NOTES STRAUSMAN !FORMERLY ARTHUR BURNS) 1 SCTx SGTx M2 L• Q SCrx tm c D'E WATER VALVE ., 1000-106 00-08 00-05 7.1X10 _ i•,Y?•*�b,.� •-��( l 1100406.00-0800-061000 x000-10600-0800-062000 / N - e VA TER METER 7. MEASUREMENT BARE INACCORDANCE WITH US STANDARDS c 1 $ "'•�� J EB CABLE TV BOX .Yt's,.:SCTX LLI 2 7000-tCK00- -DS&OM t _ POINT OF ® LOT NUMBERS 2 BEARINGSAND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT rma rrm z - `'IrI BEGINNING BUFFER AREA THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. UNDERGROUND TELEPHONE yrr _ av urs •7'50 J. ELEVTIONS REFERENCEFAMM 798a 11WELL N23 41085' N22'39'00"V 20606 '29'2D" J N UNAUTHORIZEDALTERATION ORA ORION 70ASURVEYMAP BEARINGALICENSED LANG —— DOUGLAS A AND FRANCES M COOPER —— —— / 4. SURVEYOR•SSEAL/SAVIOLATION RA ORLONSECTION 70A SU,SUBOMSION2,OFTHENEWDYORK LAND ATE —— —— —— —— —— EDUCATIONLAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED MTHAN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED'OR•INKL:D'SEAL SHALL BECONSIDERED TO BE VALID TRUE COPIES PHCPERTY IS SUBJECT TO, 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IV • DECLAR15 ON,E COVENANTS AND RESTRICTIONS IN OBER 11635 ACCORDANCE WITH THEEX/STING CODE OF PRAC77CEFOR LAND SURVEYORSADOPTED BY THE, PAGE 254(NOT COVENSTED)AND USER 12389 PACE BLU(NOT NEWYORKSTATEASSOCIATIONOFPROFESSIONALNIJDSURVEYORS.SAID CERTIFICATIONS LISTED). SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO • DSTED).TON AND COVENANT FOR ROAD DEDICATION AND THE TOLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITIfi/ONDSTED HEREONAND _ HOMEONNERS ASSOCIATION IN LIBER 12429 PAGE 522(NOT TO THEASSIGNEES Or INSTITUTION.CERVFICATIONSARENOTTRANSFERABLETO USTEO). ADDITIONAL INSTITUTIONS OR SUBSEOUENTOWNERS. • ELECTRIC AND TELEPHONE EASEMENT IN USER 12520 PAGE 531 (AFFECTS STREETS). Z UNDERGROUND U77UTIES SHOWNONTHIS SURVEYAREFROM UTILITY MARKOUT LOCATED ON • RECTRIC EASEMENT IN OBER 10702 PACE 482(NOT APPLICABLE). THEGR RO ANO.OR RECORD PLANS.BEFOREANYEXCAVATION IS TO BEGIN.ALL • WATER EASEMENT IN LIBER 12495 PAGE 137(PLOTTED). UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE F RESPECTIVE UTILITY COMPANIES. L Y S. RIGHTS-0F-WAY NOT SHOWN ARE NOT CERRH 9. THE SURVEY CLOSES MATHEMATICALLY, :0. ZONING USE DISTRICT:AD(LOTS 1-26)AND LOT 27-PROTECTED. R S , 6 DATE HY DESCRIPTION APPROV. HY Z REVISIONS (I Town of Southold d Suffolk County, New York TITLE SURVEY , Property at Mattituck SUFFOLK COUNTYREAL PROPERTY TAXMAPNO CERTIFIED TO: TOWN OF SWTHOLD: ZENITH PROPERTY GROUP. "THE FIELDS AT -MATTITUCK" F DISTRICT 7(100 ._ SCHEYER COURTLLC; tt BY IJ h Y SECTION 113.00 JOHANNA RICHARD 2012 TRUST; /i�p L.ST O BLOCK 0200 BROOKLYN TIMBER LLC I 5 6} / P 3 LOT 001.002 GRAPHIC SCALE a" <��\ L. K. McLEAN ASSOCIATES, P.C. AND rm Ihereby—tifyMet Md...pWesmedelmmOn d-fsurvey rx~F ,n',�r''� cl CONSULTING ENGINEERS & LAND SURVEYORS suFFOLK couNry REAL PROPERTY Tax MAPNo. 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK e TOWN OF SOUTHOLD' 7m Mmpletetl by me On 70:092020. 1 �, 5neet No. DISTRI 1000 - �6 �'LA w,_-,7iy \�n� sos2e �O� Dealq-a B), G.L.B,/Dtd. soele: 1"= 100' SECTION 106.00 - ... - (IN PELT) BLOCK 0800 TAMARA L STILLMAN,ALS. SUc- Dr—B T.L.S./EX Dote: 10/12/2020 �. LOTS 055000057.000INCL end 05SODO- 5000INCL 1 inch= 100 fL NYSPLS No.50528 UND y' - y end 087.000-071.000/NCL entl0740W eM1076000' Approved By, T.L.S FIIe No. 20099.000 5� I M AP OF MAP SUNS T NOL 04E9/ON TWO N,F SURVEY OF PROPERTY ON THE I I SUFFOLK COUNTY WATER AUTHORITY / SUBDIVISION MAP OF 51 I Sa I / THE FIELDS AT MATTITUCK S 2148'40' E 68.86' S 23.14'40' E 10.03' ES 22*050' 1�_ / _ LOT 14 MAP LINE 30• FILED MARCH 31, 2006 AS MAP NO. 11370 �; - —; a L \ �. �� SITUATE AT MATTITUCK 7' POST g#—`—� .— �• \ , o ✓�� • WIRE FENCE.—�—` \ Zo/�� ,� I TOWN OF SOUTHOLD a 0 r10"' \ SUFFOLK COUNTY,NEW YORK VELEra /�0 r \ d� '�n No N DISTURB RE7ENTIUN BUFFER \ �/ \CU AREA OF PARCEL = 50,850± SQ.FT. OR 1.167± ACRES' �c n NOTES % ' •�, \ , �1. MEASUREMENTSARE INACCORDANCE WITH U.S.STANDARDS. i 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NAVD 1988. / % UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND ` 13 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE EDUCATIONLAW. 3 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND OS15 q,1'r 2 0 SURVEYOR'S EMBOSSED°OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. `\ LOLL•p O 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN A•1 A' 2u 2•y' �' ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 21' o N NEW YORK STATEASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS a 51'fl• 1n SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND Q , \1 ``9P 3.1 N TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO N ♦ < FOv 20.3 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. C 6 IS r y \A•U \6`1 2° ; 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON r THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL �. UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE u`+% N o 1 A 13'0 \ RESPECTIVE UTILITY COMPANIES. % 22.6 y 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. , 9. THE SURVEY CLOSES MATHEMATICALLY. ti V� LEGEND Q ""......•••. ELECTRIC MANHDLE \ \ dP� J0" D .............. CABLE TV BOX .............. LOT NUMBERS `� COQ' ` s ```�.I C�i i I '/ 49.8 C s._. •......••••••• BUFFER AREA 1,30 , �• N1 I x50.3 f (n� ' � pJEME 1� —T—•••••••••••••• UNDERGROUND TELEPHONE /OD N� URB 50.9t -� ASO P ` , O ••••••••••••••DRAINAGE MANHOLE \, ��3 UUREZE pP A_ / MAY 2 0 2021 O ••••••••••••••TELEPHONE MANHDLE / GU R�y '( (� —E—.•.•••••••••••UNDERGROUND ELECTRIC R \�A bj O JS , r s —W—..............UNDERGROUND WATER O 5 J f1J� 'tQ� 1. r L,' / °�'�` "t, .. }is ; •. , C17NCRETE ENT x•8. ..............SPOT EL O 52 J SE RpP9 6 i TC ••••••••••••••TOP CURB T.F.EL. ••••••••••••••TOP FOUNDATION ELEVATION 1-0,, DECIDUOUS TREE �.-J17 9/ DATE BY DESCRIPTION APPROV. BY .............. W ti Q_ y REVISIONS 050528, n Town of Southold LA ND M�F � ZF Suffolk County, New York Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey FOUNDATION AS—BUILT DISTRICT 1000 completed by me on 05/12/2021. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 _ CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 � � 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 068.000 TAMARA L. STILLMAN,P.L.S. Surveyed By. KG/JL Smme: 1 40' -Reet No. NYSPLS No. 50528 Die■n By, DM Date: 05/17/2021 Il PA20099.000 Fields 62 Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 14\20099.000 Lot 14 Found. As-bullt.dwg 6129IRGII 4,17 PM Tamara Stillman Approved By. TLS Pue No. 20099.000 Il SURVEY OF PROPERTY ON THE LEGEND n"A, SUBDIVISION MAP OF a�a O """'•"" ELECTRIC MANHOLE moo; ru -.""' .. WATER VALVE THE CK • FIELDS AT 1VIA WATER METER LOT 14 - .. - A© . CABLE TV BOX " FILE C NO 11370 0 3 SITUATE D MAR H 06 AS MAP CID ....... .. . ® CATCH BASIN _ sTTIT �T' ; T—�..-_ ��. UNDERGROUND TEL EPHONE � � TELEPHONE MANHOLE . TOWN OF SOUTFTOLD _ --EW— ... UNDERGROUND ELECTRIC . -.. ..... UNDERGROUND WATER SUFFOLK NEW YORK CONCRETE MONUMENT AREA OF PARCEL = 50;850± SQ.FT. OR :1 .167± ACRES C -PIN WICAP SET NOTES r zG 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK;FILED MARCH 31;2D06 AT ' \ AS-BUILT SANITARY THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. / t'lbnl j z z DISTANCES FROM CORNERS OF BUILDING � 3. ELEVATIONS REFERENCE NAVD 1988. o A B ST 17.5' 25' CENTER OF COVER 4. .UNAUTHORIZED ALTERATION OR ADDITION TO'A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE e '(� LP 31' 38' CENTER OF COVER EDUCATION'LAW. R11 p S. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND o� ,�02 + \ z.• O SURVEYOR'S"EMBOSSED"OR"INKED"SEAL'SHALL BE CONSIDERED TO BE VALID TRUE COPIES. o 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THEDUSTING 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 THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND T SRJ / ;e •. W TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARK OUTLOCATEDON Jg6 e� \ o e - -o THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL, J S1JPPt f // UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND.TYPE BY THE 0 ` o RESPECTIVE UTILITY COMPANIES. J Z < �z �r-t r z - B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. / \ > .I AOA� 9. THE SURVEY CLOSES MATHEMATICALLY. SUFFOLK COUNTY REAL PROPERTY TAX MAP Rt z DISTRICT 1000 0 / owiDw� *�+� \ \ o SECTION 106.00 ASPIVLT ( / BLOCK 08.00 DAY LOT 068.000 o \ - rt F �c� > © U.G.WATER SERVICE U � 'STRIP DRAIN y t nrt mane,s"n u�amrasmroi 24 a N� .`s��S�yp�PO co \ nuu , m uME . Os kLP O (OW/ _ i/ i ." :. DATE BY DESCRIPTION APPROV. BY ao REVISIONS c. � G / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �` �`G o- ,5$" W �6T APPROVAL OF CONSTRUCTED WORKS FOR TOWN OF SOUTHOLD• N \ G NyF LOAN TR SUFFOLK COUNTY NY J ASINGLE FAMILY RESIDENCE /J. 7UpUHLt6EVp1ER . STONA Date— 2 R-21-0116 THE FIELDS AT MATTITUCK o a _ H.S. Ref.No- -- i LOT 14 SANITARY AS-BUILT The sewage disposal and water supply racilities at this location have been NE inspected and/or certified by this bepariment or other agencies and found NOF L'S11,PI y PLAN to 6e satisfactory FOR A MAXIMUM OF 4 BEDROOMS. lY 0'¢ * y * L K McL N ASSOCIATES P.C. CONSULTING ENGINEERS 437 SOUTH COUNTID'.RD.,BROOKHAVEN,NEW YORK 11719 N - - SITE PLAN C AIG Kw EP R,P.E.,CHIEF~ r Sheet No. SCALE: 1 40' _ +Z. De9lgned ey: MF/CFD. sc01e: AS NOTED Office of Wastewater Management lcf, cso52a �� _ nFOCANDS Drawn By: MF Dote: JUNE 2022 SA3 N SUFFOLK .COUNTY DEPARTMENT .OF HEALTH SERVICES App—ed Ely: Fie Ne. 2ooss.0oo MAP OF SUNSET KNOLLS, SECTION TWa SURVEY OF PROPERTY MAP Na. 5448, FILED 04/09/1970 y1 N/F ON TIE SUFFOLK COUNTY WATER AUTHORITY SUBDIVISION MAP OF 51 l of 6886'MAP LIN 50 S 23.14.40- E I.LO. 03- . , , THE FIELDS AT MATTITUCK E _s 22ooso E 11430' 30 LOT 14 FILED MARCH 31, 2006 AS MAP NO. 11370 % SITUATE AT MATTITUCK • WIRE FENCE . . TOWN OF SOUTHOLD ` O DGE OF JOODED PREA — — — o� vE�EtptION \ SUFFOLK COUNTY, NEW YORK lu ` NON DIS7URD RET N7ION BUFFER AREA OF PARCEL - 50,850± SQ.FT. OR 1.167± ACRES G '11V1 F 5.9 J \ NOTES % •i +/ \ 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT w\ O /LZPL THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE N4 VD 1988. L `% SJSHPtNG p00 S9--- ' \ UNAUTHORIZED ALTERATION V 4. SURVEYOR'SEAL SVIOLATO2 VIOLATION 09,SUBDIVISION Z OF THE NEW YORK STA TE pPtb N4NPpG\ 13 EDUCATION LAW. R � 3 QJJELL 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND PP'11 P 4� w PP EL CO SURVEYOR'S EMBOSSED'OR INKED'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. % /+ P S GpS C• ' ' \ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN + / 1N• Y£t� Qa P 0� '� ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 0/6'Ngw GDi• R! J NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS fE OGf 1.5 EN 1,9 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO Jt�L pE1iR N THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND !_' %\� /' CO- (tP �E JE r LEL% TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ENt' 3�, S.IpRb GARP,5y.1 a +GP-Q, ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. `Z,1pd f W, 9.6 mid �taN atd ; 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL V4 CRG S?• UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE e `Tro L,5„0 Q-� JO09 G 0A.0,5' RESPECTIVE UTILITY COMPANIES. P8o25 1g,1N Ory Pt \�`O 1 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 1` RGGF ER JA- \\ � t'Z,Ggl' P DEER L \ 9. THE SURVEY CLOSES MATHEMATICALLY. / PJ LEGENDEN'S, . Q •••.......•••• ELECTRIC MANHOLE F , 0 �5'�' (20' p FA1q .............. CABLE TV BOX /'_ z \ 0 "•""'•""' LOT NUMBERS /'/ moa, _ 7 o .............. BUFFER AREA s0 49,8 O ••• •••••••• DRAINAGE MANHOLE01_-51 PSPNPL7x5$MEN± T O .••••••......•TELEPHONE MANHOLE JSOQ9 gD 1 r —T—•............• UNDERGROUND TELEPHONE \` �LREtEL�/ —E—'•...•.•......UNDERGROUND ELECTRIC —W—•'••.'••••'.••UNDERGROUND WATER ® 1 p12Y ® ...............WATER METER g8 tt' 516 /J f`cPRt�PS P R�'� ® '••••'•••••..•UTILITY PULLBOX 522 Z011\A ■ ..••••.....•.•CONCRETE.MONUMENT " x51.8' .............•SPOT ELEVATION TC ..............TOP CURB 6 29 NEW ` f/ 9/ DATE BY DESCRIPTION APPROV. BY F.F.EL. •• ••••••••••FIRST FLOOR ELEVATION �p �� /® $� REVISIONS 5 �� S,7-/,/ �'F" Town of Southold .•...•........DECIDUOUS TREE .. ' c �� i 9y Suffolk County, New York � CERTIFIED TO: Stanley Road, 11F 1. CARL SCHIFF Mattituck, New York _ 2.FIDELITY NATIONAL TITLE SUFFOLK COUNTY REAL PROPERTY TAX MAP Final AS—Built Survey DISTRICT 1000 ,2 8 I hereby certify that this map was made from an actual survey L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 C' BLOCK 08.00 �`'�� COmp/eted by me On 05/12/2021&07/01/2022. CONSULTING ENGINEERS & LAND SURVEYORS LOT 068.000L�Lrai�DS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK � •��° Surveyed By. CM/NR Scale: 1'= 40' Sheet No. TAMARA L.STILLMAN,P.L.S. D,.ae„By, SLB Dote: July 5 2022 Il SAShared With Me\Projects\20099.000 Fields @ Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 14\20099.000 Lot 14 Final AB.dwg 7/6/2022 11+26 AM Tamara Stillman NYSPLS No.50528 PPP�a�ea Dy. TLS Flle No. 20099.000 Il R rn ,, OCT 2 7 2021 : cam' L11AA BUILbINk.�iJcr i. TOWN OF SOUTHOLD LETTER OF TRANSMITTAL L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS DATE: 10/21/21 1 PR01 NO.: 20099.000 437 SOUTH COUNTRY ROAD ATT: Amanda Nunemaker BROOKHAVEN, NEW YORK 11719 RE: Fields @ Mattituck Lot 14(revised) TO: Town of Southold Building Department 54375 Main Road Revised Oasis Site Plan PO Box 1179 Southold,NY 11971 We are sending you Fx Attached F-1 Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 4 10/21/2021 10 Oasis Site Plans Lot 14(revised) These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File,Zenith Property Group LLC Signed: Christopher F.Dwyer,Associate(Auth.Agent) q,5q 5 r-7 LIKAIA L. K. McLean Associates P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA`,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. October 25,2021 Town of Southold Building-Department Lq 54315 Main Street (NY-25) P.O. Box 1179 OC1 1 7 2021 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector TOWN OF 5OU'ft10LU Re: "The Fields @ Mattituck"—Lot#14 (1000-106-8-68) -3125 Stanley Road Modifications to "Oasis" 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 "Oasis" Model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building Inspector (John Jarski) and we have, since memorialized them with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four (4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours 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 1r C VN ill xkONN p CI.1 COMMENTS z S GEC o RETAIN STORM WATER UNOFF ' ' THE I — I PURSUANT TO CHAPTER 236 OF THE TOWN CODE, z PP 0 ED AS NOT D ° B.P.# A p G�UAL.I TY NEN NOME: M017EEL. BY' DATE:` COMPLY WITH ALL C DDES F 1L gv j,OTIFY BUILDING .)I,°AL"PENT AT NEW YORK STATE & T WN C r�'r- W O,�SIS AT MATTITUC K, CORP. -`5-1802 8AM TO R THE AS REOUIRFD AND CO DiTIO: �5 43 t� _Low G INSPE T z Z FOUN •ATION TVI" REQUIRED c� O r AOR POURED '-C'^JiCRETE F,'-!JTHi r T i114NINI! INAF DOUG - FLAMING & PLUMBING ,_ Q N r�' �— JL TION '' STE p iNAL CONSTIR - �1� 1.• ION MUST _- °-- \- =E CC AP'ETE FOS O. f„ CON TRUCTICN SHALL MEET THE — R`-QUIRE ENTS OF THE CODES OF NEW IY YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERTIFICATION DESIGN R CONSTRUCTION ERRORS. ON LEAD CONTENT BEFOR, CERTIFICATE OF OCC UPAN -Y Q t :w CY O R SOLDER USED INV ATER / LAWFUL SUPPLYSYSTEM C NNO i. I I EXCEED 2/10 OF I% LF_AP tri 17"K)U I" CERTIFICATE O OF 000" -FANCY PLUMBING G v ALL PLUMBING S:WATER LINE, i,--D ELFCT ICAL TlEtlING BEFORE ,G'u._Y.,r INSPECTIU EOUIRED TRUSS PLACARCING r IEQ'JiE® DO NOT PJ1OCEED WITH 1 ` FRA',,gh,IG IJNTIL SURVEY, OF FOUND ION LOCATION i HAS gl_E APPROVED. door ]dower - - - - - - - - - - and ductwor Mus provide Manuals testing required. , 1 and S as per Al exterior lightin NYS Energy installed,replaced r orepaired shall confo Z to Chapter 172 D- p of the Tc!�-n Geds LU mul Lu LULU z a- _ 125.5 z 7- �_ � FINISHED SECOND FLOOR lQ ' �T cgzw - - - - - - - NOTES INDEXED TO THE p r O z 2020 ENERGY CONSERVATION CONSTRUGTION < z z CODE OF NEW YORK STATE j�-I (>� a tu ®0 R101.5 COMPLIANCE: This building was designed and shall be — M Q'd constructed to meet the 2020 ECGGNYS. Both RE5check N.S. �,n ° p[ `' 4 — Department of Ener and REM/Rate (Moresco) computer V I N O Q p software was utllitzed to demonstrate compliance. All Z p mandatory provisions of the 2020 EGGGNYS - Residential < Provisions are in force. N RI0522 WRITTEN STATEMENT= To the best of my knowledge, iv belief and professional judgement, these plans comply with the _ o Energy Code. Furthermore,as a RESNET certified rater (I D. No. 261439.1), I certify that these plans comply with the Home u IL_-___ LEnergy Rating System (HERS) program. A signed) certification of compliance with the HERS program (HERD) will be submitted of the constructed building to demonstrate comp,llane. FINISHED FIRST FLOOR - - R301 1 GLIMATE ZONE 4A 5uff I t��•.",R j" '^ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ok, NY p:t"�`1'•'«�` j' ��`"a 0 R4012 COMPLIANCE, This project complies 2) 5ectlon R405 FINISHED GRADE « f ' . p :: • r' L N I^ , ,° Simulated Performance Alternative and the rcovislons of = e Sections R401 through R404 labeled Mandatory. �i� 4 Mandatorryy requirements= R40f 3 CERTIFICATE= Builder to post per Code. R402.4.1 THERMAL ENVELOPE= To be tested d verif led to 3 `k AGH by HERS rater. See Table R402.4.1.1 In plans. R402.42 FIREPLAGE5= Factory built with UL 12-7 doors. R402.4.3 FENESTRATION: See window/door schedule #,.r°"3'i•'�""'`' R402.4.4 FUEL-BURNING APPLIANCES. All roonn heating and hot water heating appliances to be direct went with both D E._I V E R E O F EB 2 2 2021 Intake and exhaust pipes Installed continuous to the outside. I I� — — — t� r R402.45 RECE55ED LIGHTING: IG-rated and labeled as Fli3 having an air leakage rate of not greater than 2.0 cfm p LLF — _J L — J L- — J — L_ — J per Code. 1 — — — — — — — — — — — — — — — — — R402.5 MAX. U-FACTOR 4 5HGG= See window schedule. O r - - C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R403.1 CONTROLS: See plans for thermostat information. O � R403.32 DUCT SEALING: All duct joints shall be O d mechanically fastened and sealed with duct mastic sealant. Apply mastic to duct seams. R403.3.3 DUCT TESTING: A duct air-leakage test Is not tL 1� required under exceptions I and 2. O O n/ m R403.35 BUILDING CAVITIES: Framing cavities shall not be Z !L used as ducts or plenums. O X O R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate mechanical system piping carrying hot water to an V R-value of not less than R-3. Y R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION FRONT ELEVATION SYSTEM: Not in project. R403.6 MECHANICAL VENTILATION: ERV continuous SCALE: I/4 = I ft �LOO� �� TABLEminimum system specified in the plans exceeds the � O� O � z N minimum efficac of 1.2 cfm/watt. i 1L �-- R403.7 HVAC EQUIPMENT: 51zed in accordance with ALGA O X p Manual J and Manual 5. O ° FIRST FLOOR 1,669 sf R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable O O Y I— 1L SECOND FLOOR I,11cl sf R403A SNOW MELT= Not in project. — VZ 6ARAOE 586 sf R403.10 POOLS AN SPAS: Not In project. I 0- R403.11 PORTABLE SPAS= Not in project. V BASEMENT 1,6x8 sf R404 LIGHTING: Builder to install high-efficiency lamps In at IY �j z PORCH 1'75 sf least 9095 of permanently Installed fixtures. << �— W QL TOTAL LIVING SPACE 2,848 9f R405 SIMULATED PERFORMANCE ALTERNATIVE= This method was used to show compliance with the Energy Code. REM/Rate Q CONDITIONED FLOOR AREA 4,546 sf software was used to model the building performace - see N (� 2020 IECG Energy Cost Compliance report provided withp _ (INCLUDES BASEMENT) Permit Application. REScheck was used to model the building V-a INFILTRATION VOLUME 48,830 of performance based on national standards - see RECcheck Y IL (INCLUDES ATTIC BASEMENT) Gompllance Certificate and Inspection Checklist provided with J Permit Application. O 2 Q ILIL O O m INDEX TO r�)RA SII NOS DRAWIN6 No. COVER S ELEVATION A-I DATE: FEBRUARY 2021 ELEVATIONS A-2 FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 COVER 4 2nd FLOOR PLAN A-5 ELEVATIONS WALL BRACIN6 PLAN A-6 ROOF PLAN A-1 SECTIONS 4 DETAILS A-8 DRAWING NUMBER NOTES A-9 TJI-DETAILS A-10 I m Z O z 11 Id 11 11 1 1 11 Hill I O HillO IL � w Z Jill 1111 t Hill I Z - < � o � .Q 1 11 111TH 111TH I]T11 1111 11 11TH Hill il 1111 11 H11 H V 3.5 r lu I I H44- V O tu m � O LU m z � � wz Z � � — —icr REAR ELEVATION a Iv t2 o z SCALE: 1/4" = 1 ft Z Lu 0 Z 4 O w a d� m� rz Q � > Q 1� (� 4 Q 4 Z e, IS DE I` FRED FEB 2 2 2021 0 12 0 00 � r Z IX m °o o - - - — —�2 - - - - - - - - - - - - - - ❑4 - - - - - - - - - - 12 — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - OI— V 12 4 f— 4�— —14 O V — � vz O Q 0 OoY � I 0 El FEE EE E9 E3 E3 E3 FREE o El E El El ❑ ❑ ❑ ❑ OL Q OL D D-E] D_ 1:1 ETED FO LU D El El El 0 m oW o0 � ~ O 0 DATE: FEBRUARY 2021 S I ISE ELEVATION SIDE ELEVATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR 4 SIDE ELEVATIONS DRAWING NUMBER A == 2 2x8 [UG313] P.T. LEDGER 235# ASPHALT 5HIN6LE5;MIN. (4)-FA5TENER5 PER 1/2"(P x 4" GALV. LAG SGREW5 AT 16" O.G. STA05EREP STRIP FOR EAVES LESS THAN 20' ABOVE GRADE z [R507.2] [Rg05.2.6] '75'-0" No. 15 ASPHALT FELT UNDERLAYMENT[Rc105.1.11 - TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1_ 38' 6" 2'-0" 3'-6" SELF-ADHERING POLYMER-MODIFIED Z V BITUMEN ICE SHIELD BARRIER [R905.1.2] 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES OV 1 I 1 36" IN51DE EXTERIOR WALL LINE FOR > a �-1 15'-O" 4'-6" 5'-6" 14'-O" 6-6 8-0 8:12 SLOPES O 1/2" STRUCTURAL PANEL SHEATHING [R803.2] W tt A r P.G. FTG R-3q CLOSED-GELL SPRAY FOAM (SPF) INSULATION A-8 SOLID WOOD BLOCKING 0 (2) 2x8 P.T. GDR tV - J L - J L DECK LATERAL G NNEGTION [R507.q.2) � 7 51 MPSON DTT2 0 BASEMENT ENTRANCE STAIRS o DEGK 8 INSTALL IAW MANU AGTURER'S SPECIFICATIONS 8" REINFORCED CONCRETE RETAINING WALL IL - ABOVE (T1'PIGAL-3) CEILING JOIST Q N _ DRIP EDGE (Rc105.2b.51 � � #4 REBAR AT 12" ON-CENTER EACH WAY � � `J STANDARD HOOK AND LAP INTO 16" x 8" P.G. O cv Q O 1x8 WOOD FASCIA # - FOOTING. 2" MIN REBAR COVER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ,- - - - - - - - 1/2" 6YP5UMWALLBOARD 1 I SOFFIT VENT OL _ - - - - - - - - - - - - - - - - - - I DOUBLE 2x TOP PLATE I VINYL 51DING. ATTACH THROUGH RI61D r �75�fe"R - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - li-- - - - - - - - - - - - - - J I- 3020 SLR 3°2° SLR -I I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] i INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND F I o I I AREA5 AND TO RE515T A MINIMUM 2e5 psf -=-*----- _ _ _ _ _ _ I SUCTION LOAD (EXPOSURE B) OR 40 psf t r 3 " H ND I [R 11.7 8] GONG PLAT I jh I I ;. (EXPOSURE G). AND STEPS I O EMEROENGY ESCAPE d u (2)-1.15x11.875 LVL GDR I I I N I R SE 5 - QO I RESCUE OPENING [R310] O (ENGINEERED DE510N) N DR4YWELL I I - - - � x r - - - � r - - - � r - ---, I I 3 - - - - - - - - - - - - - - - - - - - - -� L - - - - 3°be I I " I _ I I I I I I L - I PLASTIC HOUSEWRAP INSTALLED OVER FOAM -I -- + - r _ _. --F - +- i____ _: - I I - -+ -- INSULATION. INSTALL AND TAPE ALL SEAMS PER -- -- -- - w _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _ - „ - I Q Q w 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S IN5TRUGTION5 [R705.2] 7-4" I I 1-6 I I 7 6 I i 1-6 I I -7'-4" w-a O I I- � r I R-IS UNPAGED FIBERGLASS BATT INSULATION L - - J L - --J I I }Q R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) O tt 2x8 PLATFORM -j �� „ I I I I I I I � I �Q N = I/2 GYPSUM WALLBOARD R161D FOAM INSULATION. INSTALL USING - Q I BASEMENT I I ^= cv GAP-HEAD NAILS WITH A MINIMUM 5/4" 1 - - - O^ R-13 2" OL05ED-GELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND O I 4" P.C. SLAB I O Hyl 0 cv I6 O.G. FIELD. I z O I " x� (AL50 AT RIM JOIST IN SECOND o ~ � d)e- O FLOOR PLATFORM - NOT SHOWW I I I 1 I NOTE: _ 01 Q L - - - i x N i/2" STRUCTURAL PANEL SHEATHING N I I HOLDOOWNS ARE I I I - u < - iy GAS WATER HEATER 3/4" STRUCTURAL PANEL 5UBFLOOR 3 NOT REQUIRED FOR Q to( I u�j A. O. SMITH I 2x SOLE PLATE m Z I I I I O T 50 200 THIS PROJECT. I CAPACITY 50 al I i r 2x BAND JOIST O Lu I I O �I I 9 I Q `D I I p 0 I I i I CO x LI u I - N N l� 2x6 PRESERVATIVE TREATED 51LL [U62] uj Q I 11 FLOOR JOISTS zQ Q I I I O' P05T I ( I I `® I COPPER TERMITE SHIELD (2)-1.75x11.875 LVL GDR _ _ - - Q I ABOVE I LF-1 - _ _ OVER SILL SEAL ! tl Q I (ENGINEERED DESIGN)A i- -I I I I 2x6 i- IL I I DOUBLE FRAME _ _ AT 1 6 4 EXTEND SIDING TO WITHIN 12" OF FINAL O AT STAIRS r I I r - - - r - - - 1 r - -I- 1 I GRADE FOR HISTORIC DISTRICTS = a WOOD SILL PLATE TO FOUNDATION ANGHORAGE t o I I [R403.1.6) __ _ - - UNEXGAVATED -- -i- -I -- - --�--- ------- --�'--- - - ---= - -- -'---' - -- �- - - - - J MINIMUM Y2" dla. ANCHOR BOLTS SPACED NOT N I I I I I 6REATER THAN 6 FEET ON-CENTER EMBEDDED /[\ " BOLTSCELLS SHA OF GONCRETE MASONRY UNITS. THE i I I I I I J I 3-O NOT LE55 THAN 7 INTO CONCRETE OR GROUTED FINISH GRADE BEAM POCKET L - - J I I L - J L - J I J 6 10 I I LL BE LOCATED IN THE MIDDLE THIRD V (TYP-6) I I I 8'-6" I I'-10" 10'-O" 7'-6 7-O - - - - I OF THE WIDTH OF THE PLATE. A NUT AND J I I o z i - WASHER SHALL BE TIGHTENED ON EACH ANCHOR w ++- m W O t!1 - fY I in BOLT. THERE SHALL BE NOT FEWER THAN TWO z J�1 ~ V x I I 3-1/2"(P STL COLUMN 3-1/2"(P STL GOLUMN I Q i BOLTS PER PLATE SECTION WITH ONE BOLT a 4"x12"xl/2" TOP PLATE d 4"x12"xl/2" TOP PLATE I� ( I LOCATED NOT MORE THAN 12 INCHES OR LE55 z I- �p N v W m z Z tz I I 12"x12"x3/4" BASE PLATE �' 12"x12"x3/4" BASE PLATE I W I THAN SEVEN BOLT DIAMETERS (35") FROM EACH ^ tY Z � z O O I I ON 4'-0" x 4'-O"#x 14" DEEP P.G. FTG. u- ON 3-O"x3'-0"x12' DEEP P.G. FTG. p I END OF THE PLATE SECTION. WALLS 24 INCHES O�p w } iL } - - -I IT O -t W w/(6)- 4 REBAR EACH WAY O W/(5)-#4 REBAR EACH WAY POST I? I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT p z j N 4 a-uZ - Z W 3" COVER FROM BOTTOM cV (TYPICAL-ID) ABOVE NII I I cV CENTER THIRD OF THE PLATE SECTION AND J J 3 Q 'I ' z IV FEWER THAN ONE ANCHOR BOLT LOCATED IN THE J .L-. ++-, (2)-1.15x11.875 LVL GDR ul o I I I SHALL BE ATTACHED TO ADJACENT WALL Q u! y m 4 c�Q r- w I (ENGINEERED DESIGN) o I I I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q ry V 3 U Q 111 dJ LL Q I I r - - - , r - -I l m I I I I O TABLE R602.3(I). A aJ(L In OC O vv � <J O < - - - - - - - - -= - - - - -- -- I I R-1 l BASEMENT WALL BLANKET INSULATION O p z d x Q as Jry 'qJ I- o o> z Q A L_ - - - -- - - - - c0 I - - - - - - - - - - � L - J L - -I- J I P.G. FOUNDATION WALL < m0u- �0 ��0 Q its _i - - J I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 = Fa-j- IY R<L (� < L - - - .- - - - - - - - - - - - - - - - - - - - - - - -1 I = m I I I I o I I BAR WITHIN 12 INCHES OF THE TOP OFNALLSTORY � O !-1 - - - - - - - - - - - I I P05T �p I O AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL O , Z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I DEGK I 2x8 [UG3B] P.T. LEDGER ABOVE I _� STORY [TABLER404.1.2(I)] O X dJ I I ABOVE I 1/2"(P x 4' 6ALV. LAG 50REW5 AT 16' O.G. I Q i I - EXPANSION JOINT r dJ O 'yam - - - - - - - - - - - - - - - J -7 p I I STAGGERED [R501.q] I 1z � i I (3 W dP.G. FOUNDATION STEMWALL UPON I x I I 4" P.G. FLOOR SLAB J-1(7 x 8" DEEP CONTINUOU5 P.G. FOOTIN6 - I I POURED CONCRETE FOOTING + - - - - - - - - - - ON UNDISTURBED 501L [R403.1] ".+••�. m,+ 6 MIL POLYETHYLENE FILM Q� p,�' fQ -- - _ - - - - - - - - - - - - - - - - - - - CONTINUOUS UNDER STEMWALL ;r' fie:,•} 11t �!` - (2)-2x10 P_T_6DR - -- -- + ' ct - - - - - - - - - - - - - Y�IGL lel P.G. FTG TLL 5EOT1 Oil ALL SCALE: NTS T9 Ire- A-8 DE WERE D Fst AD 2 2 2021 2" 0 2" � r 22'-8" T-4" 13'-O" 10'-0" 22'-0" 2 OL t, 4"x4" [UG4B] PRESERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON � 12"4) x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Q Z 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O O MAXIMUM SUPPORTED LOAD AT T DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-(b) dj m (ENGINEERED DE516N) O �p FOUNDATION PLAN, �z r z SCALE: I/4" = I ft � ° STRUCTURAL DESIGN NOTE W z � r �? z In accordance with the 2020 RCNY5, structural <<WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and xF- b -j steel/wood composite columns, beams, headers and Q q �j (IL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: t- N WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS Q - N A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and v W B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0%29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1L J O C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design p W provisions of the 2020 RGNY5 LL H D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 31 1/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON i� LL E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON N"f d) F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 Sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with f0 G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG NDS-2018 with 2018 supplement. p H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 Sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sfJ 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON i PELLA 250 SERIES 3-0/2-0 12 13/16"x 19 1/4" 1.70 sf 3.60 sf 1.70 sf 6.0 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 24" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as walls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf) 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON 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 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 $ 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 ROWS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft; EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in thelams, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 i' y A - 5 annotated "ENGINEERED DESIGN." Z O -75'-0" O IL GL05ED-GELL 5PF 6-4" 13'-O" 8' 6" tu MAJESTIC, QUARTZ 52 DIRECT VENT GAS FIREPLACE. z INSULATE 4 AIR-SEAL ALL z A WALLS, CEILIN6 AND FLOOR OF GYPSUM BOARD THE CHASE. IN51DE HALL < HOOD STEPS 5URFAGE5 SHALL BE r it 1 CONTINUOUS BEAD OF C11 5HEETROGKEP AND TAPED. OL SEALANT HALL SHIELD AND GEILIN6 PEGK FIRE5TOP5 SHALL BE CAULKED cli GYPSUM BOARD WITH CAULK HAYING A 300° F J! 514x6 DECKING MINIMUM CONTINUOUS EXPOSURE ATTIC, PATHWAY FOR SOLAR ELECTRIC, Mo3.e)] (2)-1.75 x 14 LVL HOP, RATING. COAXIAL VENT HAS INSTALL 2"(P VERTICAL SCHEDULE 80 PVG CONDUITOUTSIDE GOMBU5TION AIR GONTINUOU5 BEAD OF THROUGH ALL WALLS TO ATTIG, WITH TEMPORARY PLUGS 15' LONG HALL LINE ABOVE INTAKE. SEALANT OR GAPS AT EACH TERMINUS [E3802.3-2]. O 2x6 GJ 3030 16" o.c. CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW 6000 SLOP, 3000 5L 6`F52 (2)-2xI2 HDR UNIT PERIMETER 56" GUARD [R312.1] 3000 5L r--- ---- I ppq WINDOW UNIT --------------------------- --------------- _77. (2)4-75 x I Lb75 LVL FLUSH HDR q x Cj x HALL LINE ABOVE BASEMENT ENTRANCE NOTE: Cl'-O" GEILINO HEIGHT 211 I KITCHEN DOWN -> I THROUGHOUT FIRST STORY (2)-L-75 x 11.5-75 LVL FLUSH HDR PL T _F LA I q'-I" A5F LU CONTINUOUS MINIMAL y 1z a) E Ht. 3'- EXPANDINO FOAM AT NI DOW ZO --------------- ------ LUIL- L------- UNIT PERIMETER qq (2)-135 x 11.&-75 LVL FLUSH HDR I< D 2x6 GJ cp(V LU Z FAMILY ROOM 1-1 CD 23'-41/2" -1'-0 1/2" Uj < i 0 1/2" W 20 r-frn CONT. cV 5ANPHIGH FJ BETWEEN (4) RR LL z M TO ERV USE (3)-E/14" x 12" THROUGH BOLTS < 6 C/_ i __7 lu 6 U_ AT GONNEGTION I I z [M1505.41 r 1z LL z SEALANT - ---- - 'z wD CONTINUOUS BEAD OF -7 x < U_ L C) z PLYWOOD 5HEATHINC- I GYPSUM BOARD FOR NSP + GYPSUM BOARD UNDER HALL LINE SMOKE t G.O. LL 0 Ly x A < 1z DETECTOR (TYP) n ��I -RUBLE LVL lf�——— r� :3 n d) I -!_ ('4 — -7 POR Pro I TECHNOLOGIES x C� OARAOE <1 A CONTINUOUS BEAD OF 1'-5 1/2" MODEL 7705 POST x x d)1 0 5" P.G. SLAB 71- 0 0 t d� ADHESIVE d) NJ LU 1 PROORAMMABLE x PITGHED TO POOP, L 11(�L 246" THERMOSTAT CONTINUOUS BEAD OF I - I 1 POSTI SEALANT HALL LINE ABOVE q'-5 1/2" N 6 I � 2"b" 25 cfm GONT._� 1 11 1 SELF-CLOSING 20-min 11 -7" x -7" PSL COLUMN j II 5ELF < (2)-l.-15 x 11.675 LVL 1z TO ERV F.R. DOOR [R502.5.1] [MI505.4] FLUSH HDR 246" C) 2- GL05ED-CELL SPF < J = , z ; I / ,-2x6 GJ 1, cpLL------------ (5)-l.-75xll.a-15LVLFLU5HHDP-__I 7 L_-L 54' LONG- --------- 16' O.C. U) x 16 LVL DROP HDR N I - = BATH Ix (ENGINEERED DESIGN) d) 1= 10 LU LU ....... --------------- INTERIOR C7ARAOE HALLS CL PL�+qoor,> 5HEATHINC, UNDER/-�--- Z Li Z CONTINUOUS BEAD OF R-15 BATT INSULATION 6''I?50M BOARD FOR H5�1 (2)-2xIC) DOOR HEADER < L4 z z 1 1 20 rFm GOVT.\,BRAGED HALL JJNE IN BEARINO HALLS AS 5HOHN 2465 -1 IT 13 -1 LU SEALANT V2" 6YP5UM BOARD 6 �1 �/ TO ERV zt- O tu _j (TYPICAL-5) I GYPSUM BOARD 2xIO STUD HALL AT 24" O.C. < 4-[M1505.41 GARAGE CE I L I NO 6 7 .. (b = HVAC R.A.G. HASE I j X2" GYPSUM BOARD 2' 43 4 Cj IZ FOYER Cc, w (T ABLE R302.61 I OLZ ()0� 0 r- OPEN TO ABOVE n < X F LLI C' x POST PLYWOOD 5HEATHINC7 UNDER 240' < CONTINUOUS BEAD OF r=7YF'5UM BOARD FOR NSP T-� I MASTER BR I ON DOUBLE VL HO < DINING ROOM ic) � > < SY SEALANT BRACED HALL LINE11 - Lr) < 3 1/2 10'-3 1/2 (443 < CONTINUOUS MINIMAL (2)-135 x Ilb-75 LVL FJ z < UNDER SECOND STORY HALL _41 < x EXPANDING FOAM AT WINDOW PANTRY PLYWOOD SHEATHING UNDER UNIT PERIMETER 1z GYPSUM BOARD FOR V45P (z HEAT DETECTOR BRACED HALL LINE HALL LINE j -T-4 IZJ t- M '/ z - ----- - ABOVE SHOWER WINDOW UNIT (OR HEATHER-PROOF POOR) Q) 22'-1" /--TYPICAL BEARING I cv ELEG. FANE4 WALL (SHAPED) (2)-L-75 x 110-75 LVL FLUSH HDR P05T ON 1-7-7-17-7171=111 HALL LINE ABOVE n ry 1/77/4—T/ 2x(b GJ 0 (2)-135 x 11.&-75 LVL HOP, 16" O.C. CONTINUOUS MINIMAL C1050 PORCH 7 EXPANDINO FOAM AT WINDOW 0 6 24(5" 5/4xb PEGKINO \Z t 114 UNIT PERIMETER x I%q 5 1/2 3 1/2" 6-8 1/2 PROVIDE REBERVEDSPACE IN SERVICE PANEL FOR FUTURE SOLA R ELEGTRIC, INSTALLATION [TI03A] '7" x7"FINISHED COLUMN (?x(b P.T. POST PLATE Ht. 5'-5" ASF PLATE Ht. q'-I" A5F (Tllrp (2)-135 x 11.5-75 LVL HDR CONTINUOUS BEAD OF SEALANT (2)-2xI2 P.T. HDR c`1050 '.0 -0 L WOODSTEPSD LIVEREED FEB 2 2 2021 GYPSUM BOARD CONTINUOUS BEAD OF ADHESIVE 6-4" 2r 6-4"_ 71' W-65" CONTINUOUS BEAD OF 22'-9," '7'-4" 22'-0" t SEALANT 2" 01-05ED-GELL SPF %D IL t- Z %Z ,,,,I,,,:. rA t- CONTINUOUS SILL SEALER - FULL V410TH OF SILL X Z T < IL x FOUNDATION HALL P LL 6 < < GONGRETE SLAB F I RST FLOOR FLAN STRUCTURAL, DESIGN NOTE t1j (L QC SCALE- 1/4" 1 ft < CL In accordance with the, 2020 RCN*,rS; structural elements such or, engineered wood, steel and < steel/wood composite columns, beams, headers and a OL < girders that: V 1) resist gravity loads, and lu V IL 2) are not contained In the, prescriptive design j lu provisions of the 2020 RON"(S IL IL NOTE: IT 15 THE INTENT TO PROVIDE FOR A :3.,f 0 CONTINUOUS AIR BARRIER AL16NED WITH THE were designed in accordance with 10 117- THERMAL ENVELOPE. THIS DETAIL SHOWS AN5I/AV4C ND5-2018 with 2015 supplement. 0 TYPICAL METHODS OF AIR-SEALING U51NO VARIOUS BUILDING ELEMENTS, APPROVED ADHESIVES AND SEALANTS. FRAMING Structural elements such as walls and fenestration GONFIOURATION5 NOT SHOWN, SUCH AS that: CANTILEVERS AND STAIRWELLS,SHALL BE SEALED IN A SIMILAR MANNER TO PROVIDE FOP, DATE: FEBRUARY 2021 A GONTINUOU5 AIR BARRIER ALIGNED WITH THE 1) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design F I R5T FLOOR provisions of the 2020 RONYS PLAN were designed in accordance with ASCE 1-16 Hind 1005L JL L IVA") ,--,I�x L - ------- X5HO�,ER AIR SEAL INO DETAILS, provisions and acceptable engineering practice,. DRAWING NUMBER SCALE: 5/4" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DEVON." A - .4 m A Z A-8 Q H v 4q'-10" Z 7'-4" 3'-4" 5'-6" O v 3'-1 3/4" 14'-2 1/4" r----�r 4:r---- 6-4" IL ------------ •• W 4l l I I O — I I I I N I N Q N I I ly I I WALL LINE BELOW O 6452 HAZARD OLAZ INC [R308.41 OI pWC O �I OI � O tu -� I � 2x6 GJ AT 16" o.c. 404 I i JI i OIG I --- - ------_- -- -------------- 4040 PIG (2)-1.75 x 11.875 LVL FL HDR M BATH 0 0 tt ^, --------- I T-0 1/2"- /2 (ENGINEERED DESIGN) n &-0" G Ht DOUBLE WALL STUDS - 4'-II" ----- 3 N BEDROOM 4 O 3'-3 10 W.I.G. Q 8'-0" G Ht 2x8 PLATFORM p - 20 cfm CONT. in ocnV �o m 1 BATH I Q TO ERV i I I 1 I r =1 1= U I U I V N I p 21 n WHOLE-HOUSE MEGHAN16AL VENTILATION [R403.6] -1 iu = LQF 2468 i r cv 5'-10" LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4'-0" - I- 20 cfm CONT. 4'_2 1/2" I INSTALL ERV UNIT IN CONDITIONED ATTIC. TO ERY _ _ Q Pro I TECHNOLOGIES I p _ I DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. p MODEL TT05 I Q --i-----� 9 1 1 z 7 I [M1505.41 (N N 1 i I z I -' v PROGRAMMABLE zl I= D I n n THERMOSTAT j 2868 n ---------7 ----I----- Q m i m N I cv I SHOWER I I I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ----------- 2468 2668 i —-- ____I------ INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY WALL. _ LIN 36" GUARD[R312.11 N i I I STALE AIR TO OUT5IDE AND FRESH AIR FROM OUTSIDE 6" dia, DUCTS r Q th _ _ _ 4 6 2666 SLOPED CEILING CONNECTED TO HEALTHY GLIMATE WEATHERHOOD KIT MODEL g5P07 HVAC, EQUIPMENT IN ATTIC � 6 ® �— — —�I A.G. RETUURNI n SMOKE ff G.O. HALL I --------------------------- „ n (2)-2x10 DOOR HEADER I _� FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dia. DUCT DETECTOR (TYP) GAS OR PROPANE FURNACE: LENNOX ELIg6UH070XE366 SLOPED x �— — — IN SEARING WALLS A5 SHOWN o m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 20184g570 - CEILING I - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ISN48 I ��—�y (TYPICAL-5) I - I HEATING GAP: 64,000 Btuh;AFUE = qb.l (2)-1.75x11.875 LVL FLUSH HDR _ ALL DUCTS INSULATED TO R-4.2 ---------____-_-_____----_ _ ®POST P I I 2b'6'5' - - TRIPLE GJ UNDER POST ------- INDOOR COIL: LENNOX GH35-306+TDR tv 2 6 BEARING WALL (ENGINEERED DESIGN) I I r- I RIGID IN5UL - z - z m I® I Q I m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: OUTDOOR UNIT: LENNOX ML14XGI_O3b-230G;AHRI 203374690 ON ATTIC - 36" GUARD [R312.1] I S � / v I - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM 12 x 12' AIR COOLING GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR 1 x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. ` TRANSFER GRILL n i � I v INSTALL IAN MANUFACTURERS SPECIFICATIONS OO 2644 N LAUNDRY IN CEILING �— — —y O N I 0�- zl Iz — QQ � JI N I � 2x10 STUD WALL AT 24" O.G. - w w I O HVAC R.A.G. CHASE MASTER BR SUITE 2 r 0 m w v I _ I- Q q' Ht TRAY CEILING Q W.I.G. DRYER EXHAUST O I (� m Z iV [MI5021 DRYE WA5HER m OPEN TO BELOW O I I O I V Z Z 1_ � N 2x8 GJ AT 16" o.c. N I J T Q J W BEDROOM 3 4 `� N 12" ABOVE PLATE I Q 1 Z- 6'-0 1/2" 8'-0" G Ht 0 n 3 1/2" 10'-O' 3 02' 14'-5" I 2°3° O Z IL O I r----------- O Q t' QZ I [t5l*04 UBLE WALL STUDS 31/2 Q LU JU > iv Lis QJ AQP I N II - I N cV (2)-2x10 HDR I I N IL O > \D Q Q W.I.G. 2666 12'-5" 2 EYEBROW PIG -------------------------- > ---� ii7 N O Q SLOPED CEILING n X Q(2)-1.75 x 11.875 LVL HDR-------- WALL LINE BELOW r (ENGINEERED DE51GN) O 6452 --------------------------------------------------- 2x6 GJ AT 16" o.c. n I4 2 --- PLATE HEIGHT I I O6 5 q'-5" ABOVE 5UBF1710OR I I I I I I — A I R SEAL I NO NOTES L-- ---------------- -- WALL LINE BELOW ------------------------ , ' ' ®��L►fO-t' �! TABLE R402.4.1.1 -2020 �t *K i i AIR BARRIER AND INSULATION INSTALLATION L-------------------------------- ------------------____ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION — � ;T CRITERIA ---- ------------------------ ''� y, x,^?a A continuous air barrier shall be installed in the /I J building envelope. �-----------------------------� Air-permeable Insulation shall not be used as :� rn•� x ,....,.• v;�* General requirements The exterior thermal envelope contains a 6'-6" 6'-6" " 5'-0" continuous airbarrier. a sealing material. 7-6 7-6 2-6 3-O Breaks or'oints in the airbarrier shall be sealed. 6-4" 13'-0" 10'-0" 15'-0" 5'-6" 01IVERED FEBE 2 2 2021 The airbarrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps In the air The insulation In any dropped c ier. 4q'-10"glsoffit Ceiling/attic barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall T- doors to unconditioned attics aces shall be sealed. O Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be Insulated by completely filling O sealed, the f a material having a thermal SECOND FLOORFLAN, � � Q )- resistance of of R-3 per Inch minimum. Walls The junction of the top plate and the top of exterior '°` O O walls shall be sealed. Exteriorthermal envelope insulation for Knee walls shall be sealed. framed walls shall be installed in substantial A_8 SCALE: I/4" = I ft contact and continuous alignment with the air barrier. X O Windows,skylights grid doors The space between windowldoorjambs and framing,and skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be Insulated � Floor Pram ing cavity insulation shall be k 1 0 installed to maintain permanent contact with - v } the underside of subfloor decking.Alter ,(� 0 Z ^O1 Floors including cantilevered floors The air barrier shall be installed at any exposed shall e In contact floor tautly insulation v I ` Y and floors above garages. edge of Insulation. shall be in contact with the top side of 50LAR-READY O Q i Q CS sheathing or continuous insulation installed Q �— O on the underside of floor framing;and extending from the bottom to the top of all CERTIFICATE O W Y < — Q erimeter floo framing members. 0 Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE Lid v� a � T � Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be Incorporated features at 3: k V Z overlapping joints taped. permanentl attached to the walls, the time of initial In accordance with the 2020 RCNYS; structural 40 < Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood„ ..steel and 1__ < sealed. Installation of solar steel/wood composite columns, beams,, headers and Q OL Batts to be installed in narrow cavities shall a leetrie. girders that: Narrow cavities be cut to fit or narrow cavities shall be filled H N with insulation that on installation readily � N The solar-ready roof o 1) resist loads, and v conforms to the available cavi space. gravity w Garage separation Air sealing shall be provided between the garage zone 15 shown On this and Conditioned spaces. GOnStrUGtlOn Ian exeer t --I W Q Recessed Il conditioned fixtures installed in the building Recessed lightfixtures installed in the p p 2) are not contained In the prescriptive design Q Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and Is free of UIT IL Lprovisions of the 2020 RGNY5 IL t- Q GO �Ulk obstructions that would surface. and IC rated. a f 0 In exterior walls,batt insulation shall be cut limit placement of solar 4 were designed in accordance with m neatly to fit around wiring and plumbing or panels. Plumbing and wiring insulation that on installation,readily conforms to available space,shall extend ANSI/AWG NDS-2018 with 2018 supplement. e behind i in and wiring. Plastic conduit for future, Structural elements such as walls and fenestration The air barrier Installed at exterior walls adjacent to Exteriorwalls adjacent to showers and tubs J_ elecc wiring has been Showerltub on exterior wall showers and tubs shall separate the wall from the shall be insulatedinstalled through walls at that: . shower or tub. the locations shown toDATE: FEBRUARY 2021 The air barrier shall be installed behind electrical CONDUIT Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the installation I resist wind loads, and boxe° shall be Installed. ° of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR HVAC supply and return register boots that electric service panel and SOLAR-READY provisions of the 2020 RGNY5 HVAC register boots penetrate building thermal envelope shall be sealed roof-mounted solar p PLAN to the subfloor,wall covering or ceiling penetrated ROOF ZONES bv the boot. panels. were designed in accordance with ASCE 7-16 wind Where required to be sealed,concealed fire provisions and acceptable engineering practice. sprinklers shall only be sealed in a mannerthat is DRAWING NUMBER Concealed sprinklers recommended by the manufacturer. Caulking or otheradhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinklercover plates and walls annotated "ENGINEERED DESMON." A === 5 orceiun s. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TIO5.10] m Z O BWL A BWL B BWL G BWL D BWL E BWL F ~ I I I I I I N I I '-4" -4" I I o U I I --�= n� t7-411 I I o I I I I I LL _ _ I I w BWL I ----,---------I---- 12'-2" --- - --------- - 3-0 ,,....,'_�_�-`_`,, . 3_4 -r-----r--- N = I ► �, z -- -_--_=-=- m 5'-6 ' ' I --- - _ l BWL 2 -_ �- -=�-=- - -- -- (91-611 4' O" 11-1 m A ' I "'`'� _ I BRACED 1NALL PANEL CALCULATIONS Wind Adjustment Factors -Table R602.10.3(2) (p,187) Upper Story Numbered Lettered 21-01Wall Lines Wali Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty BWL 3 ---- - --- , - --- --�� --" RoofEave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only \ �----------- �------------- �--- Story Height 0.93 0.93 Number of Braced Wall Lines 1.30 1.60 3; 6 6'-4" n, 4'-6" 4'-6" , Additional 800 Ib Hold Down 1.00 1.00 NIA Gypsum Board Fastening 1.00 1.00 NIA Wind Factor Total 1.185 1.458 Braced Wali 140 mph Total Bracing Braced Wall Bracing Wind Factor Line Spacing Required Required Leng#li Status SECOND STORY BNL PLAN Line Method Total r� {ft} Bracing {ft} Bracing Provided (ft) V SCALE: 3/16" = I ft 1 WSP 10.75 3..19 1.185 3.78 25.19 OK 2 GB 12.33 6,55 1.185 7.76 52.69 OK n- 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK ��- D- 0 A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK � tt�� w m z B GB 10.58 5.76 1.458 8.40 17,67 OK V z w z C GB 12.00 6.40 1.458 9.33 23.00 OK Z Z <,t p w D GB 12.50 6.63 1.458 9.67 25.42 OK m \ d= d) Z w E GB 9,58 5,50 1.458 8.02 17.83 OK uu�11 !"- N r 0 F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK Q OL w ®w BWL G BVL H BWL I BWL K Q J m o O [1 22'-5" 8'-�" 38'-3" Wind Adjustment Factors -Table R602.10.3(2) (p.187) a n� ry V X Q Lower Story `�. z D Garage Garage Dwelling Dwelling Q � II .._._._ ..._ .._._...._...._ __.,....__._.__.__...................._,.._,_._, I Numbered Lettered Numbered Lettered Comment � Z I I Exposure Category 1,.00 1.00 1.00 1.00 Exposure B , Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling - I I 3 i i Story Height 0.98 0.98 1.01 1.01 9'-8" Gar, 10'-2" Dwelling Number of Braced Wall Lines 1.00 1.00 1.60 1.60 2, 2 GAR; 5, 5 Dwelling I I I I -- --_--_-- -= I - --------- Additionalpsum 80 dl Hold Dg n 1.00 1.00 1.00 1.00 NIA .� BWL 4 -- - Wind Factor Total 0 970 0 970 1 600 1 600 _. ... .... ..__ rn ac or `s I- i Braced Wall 130 m h Tota l Bracing Braced Wall Bracing p Wind Factor Line Spacing Required Required Length Status A Line Method Total BWL 5 --- Bracing {ft} Bracing Provided {ft) = B L - age r.� F ... •E� , Gar . `'°''� ' ; t�=.'" m l N WL -7 ' 1��,rArw.,•+"'s 5 CS-WSP 25.42 5.08 0.970 4,93 6.00 OK 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK PC', AV. �'E[} H 2 2021 ;i G CS-WSP 22.42 4.48 0.970 4.35 7.0$ OK PLYWOOD SHEATHING ------ UNDER, H WSP 22.42 5.48 0.970 5.32 6.00 OK I UNDER WALLBOARD 4 CS WSP 24 50 D 9 58ng 1 600 15 33 17 25 OK Q m -; - O r - _ ---- -K I 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK GB 18.70 15.03 1.600 24.05 24.25 OK p 1 m # 7 CS-WSP 28.67 11,03 1.600 17.65 18.00 OK 'I BWL 6 - ---------- -- - ---- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK O 0 H WSP 8.58 5.00 1.600 8.00 15.58 OK p 3 O I GB 22.94 16.40 1.600 26.24 29.08 OK O O J WSP 19.10 9.10 1.600 14.56 20.42 PLYWOOD SHEATHING I : , K WSP 20.00 9.50 1.600 15.20 20.08 OK 10 .0 r UNDER WALLBOARD „; L CS-WSP 5.50 4.50 1.600 7.20 22.33 OK i PLYWOOD SHEATHING I ! I UNDER WALLBOARD I �J 4 E-- I cry �X o JU W - 2. - < (L Z i PLYWOOD SHEP,THING .=' � � � V I UNDER WALLBOARD =I J N h i o BWL I --- - --- --- --�-4--- '----- i� ' 0 (V 4'-10" 4'-10" I , L 1- 0LU= O IL I I I BWL 8 'I ------,-- , - ---- o I - , y�'-o" DATE: FEBRUARY 2021 I I I 22'-O" I I6'-3" i 5'-6" I WALL BRACING PLAN F I RST STOR"Y BV4L PLAN DRAWING NUMBER SCALE: 3/16" = I ft A - & m z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS 2,b,c,d,e,g GROUND SNOW LOAD (psf) z 20' 30 0 RAFTER RAFTER p_r SPACING Roof span(feet) p SLOPE (inches) 12 120 128 136 112 1 20 28 36 Q Required number of 16d common14! LU nailsa°b per heel joint splice s`°a,e rJ a 12 4 6 8 10 4 6 8 11 Z 3:12 16 5 8 10 13 5 8 11 14 24 7 11 15 19 7 11 16 21 4 N 12 3 5 6 8 3 5 6 8 Q T Ci 12 16 4 6 8 10 4 6 8 11 SOLAR-READY ZONE [TiO3.3] 4: 24 5 8 12 15 5 9 12 16 PROVIDES 3b" WIDE AGGE55 PATHWAYS FROM EAVE TO RIDGE WHERE 5HOWN n [R324.6]. THE 5OLAR-READY ZONE SHALL 12 3 4 5 6 3 4 5 7 OL REMAIN GLEAR OF OB5TRUGTION5 5UGH A5 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETG. [TIO3.4] LL (TYPICAL-3) ROOF uNE 24 4 7 9 12 4 7 10 13 O 12 3 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 O WALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 A-MG PATHWAY FOR SOLAR ELEGTRIG [TIO3.8] 12 3 3 4 4 3 3 3 4 INSTALL 2"(P VERTICAL 56HEOULE &0 PVG 6 ROOF BELOW ROOF BELOW v E3802.3.2]. . R T I6' 0 2x R' 0 9:12 16 3 4 4 5 3 3 4 5 ly GONDUIT THROUGH ALL WALL5 TO ATTIG, WITH o TEMPORARY PLUGS OR GAPS AT EACH TERMINUS Q .o � �p �0 24 3 4 6 7 3 4 6 7 [ j 2x10 R A .c. 10 R AT I6" o.c. �j F Q Q 12 3 3 3 3 3 3 3 3 +, 12:12 16 3 3 4 4 3 3 3 4 o d ROOF LINE 24 3 4 4 5 3 3 4 6 -_ - 1 For ST: 1 inch=25.4 mm 1 foot=304.8 mm 1 pound per WALL LINE �; .'.".� � < , ..�.h�. �,�.,�.��._. � � 1 � .�.„ �� w square foot=0.0479 kPa. a. 40d box nails shall be permitted to be substituted for 16d Xv it ° common nails. xb RR b. Nailingq requirements shall be permitted to be reduced 25 Al16" o.c. percentif nails are clinched. r , ° c. Heel joint connections are not required where the ridge is : supported by a load-bearing mg wall,header or ridge beam. AGGE55 ROOF - iE Q Q ` ' d. Where intermediate support of the rafter is provided by vertical struts or purlins to aload-bearing wall, the AGGE55 ROOF oo tabulated heel joint connection requirements shall be .t ' I _ J� i N //_. 1 f �f N r i permitted to be reduced proportionally to the reduction in span. - / ` ; e. Equivalent nailing patterns are required for ceiling joist V to ceiling joist gj la splices. P p • o f. Applies to roof live load of 20 psf or less. 1.75 x 14 LVL 5TRUGTURAL RIDGEx V g. Tabulated heel joint connection requirements assume POST RIDGE DOWN TO BEARING that ceiling joists or rafter ties are located at the bottom / i W WALL ATI 2'-0" O - R OR LE55 N GENTE - 2x12 RIDGE 2x12 RIDGE g of the attic space. Where ceiling joists or rafter ties are POST DN d 4 located higher in the attic,heel joint connection m / requirements shall be increase folio tors W ExTEND RIDGE To ' r q ire d y the following ac 4 � e u' b 'n f } Z � _ — — qtr 13 -1w I BEARING WALL AT o 1 H /H Heel Joint Connection Ad ustment Factor (� Q — cq Z W GARAGE ROOF BELOW ALL VAULTED C R J (� V )-- N T� O Z o CEILINGS LH /3 1.5 LH Z O Q 0 1/4 1.33 < rOw i Q � � QLD � 0O 1/5 1.25 Q_J maSX ci x N 1/10 or less 1.11 ry p Q Q QT . W O V J �` _Q �l a cv y� _ where: (� o �`�' > �� i ry �? He=Height of ceiling joists or rafter ties measured vertically Z cv 2x6 RR AT 16" o.c. i x E above the top of the rafter support walls. _ U) HR=Height of roof ridge measured vertically above the top of - - E _ the raftersupport walls. X 2x10 RR AT 16" o.c. 2x10 RR AT I6" o.c. - v �..sm,.....�-,..�.,.,�„�,..:.,..�..,,,y.,..�..., J WALL LINE 2x10 RR AT 16" o.c. 2x10 RR AT 16" O.C. w� �1�tl•"•p•cP,-. NNN t � 999 J Cd ROOF LINE r.- ROOF LINE ROOF BELOW +8 S ,..y �, i ," Y PORCH ROOF BELOW X /A •�t stir' .,� WALL LINE te w*,9• -/� DEQ:' VERED FEB 2 2 2021 ROOF LINE 0 p r ROOF FLAN SCALE: 1/4" = 1 ft O U ` Q I t11 0 z to 7 4 IL N d- Oou � IL STRUCTURAL DESIGN NOTE W CL Z 0 r b? v Z In accordance with the 2020 RGN(S, structural < < �- elements such as engineered wood, steel and F- < steel/wood composite columns, beams, headers and d OL girders that: t- ID N O 1) resist gravity loads, and v w Y IL 2) are not contained in the prescriptive design p LUO provisions of the 2020 RGNYS IL H were designed in accordance with m AN51/AWG ND5-2018 with 2018 supplement. p J Structural elements such as walls and fenestration that: I) resist wind loads, and DATE: FEBRUARY 2021 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A ===7 m ROOF 2x EXTERIOR WALL 1} I im I v 1 I I _ - - I N 7 - I b" CLOSED-DELL 5PF INSULATION I I I 571,10 TO FLOOR J015T 51MP50N GOIL STRAP IX 1 1 I 1 y (4)-8d NAILS AT EACH END ------------------} ------4_4------------------------------------------1---I----------------------------------------------------------------t----------------------------------------- -------------- LL CEILING LAUNDRY 1 1 I FAMILY BATH �_ I - - - - - - -\ - - - - - MASTER BATH I I 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ - - - - /- - - - -�- I 1 � - I - - - - -\ - - - - � I I 2x RIM BOARD Lu 0 Lu I > 1 y ' I > I y l i GANTILEVERED FLOOR JOIST z � I —1 i we — — — — WG }U WASHER I I I I LAV. I I I LAV. I LAV. 1 ( 1 r � — N r(6 Q OSB ff VINYL SOFFIT �-- 1 TUB I I I TUB I I 1_l._I 1 1 I ( 1 I FLOOR J015T TO WALL: # (� SHOWER I 2x EXTERIOR WALL 51MP50N 142;(5)-8d NAILS TO FJ $ (5)-5d NAILS TO STUD 1-J - 2nd FLOOR I I I I _____ ___1 ----------------- --------------------a ALTERNATE WHERE FJ/STUD M15ALIONS: { -------------- 2„ w -- -- ------- 2„ w --- 3„ w-------- I-I/2'-W-r--� ----------- 1-1/2" y�--- I-I/2" W 2" W --- 3„ -- 2„ w T----------------- - i FLOOR JOIST TO PLATES: 1 ( G.O. 2„ W 3" W I I G.O. 2" W 3" w 1 I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES -^ G.O. 2 w I PLATES TO STUD: v J ------------------------- --1------------------------------------------ -- -------------------------------------------------- ----------------------------------------- SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUD ------------- -------------- I CEILING _ _ _ _ BATH KITCHEN - - - - - - .- - _ _ POWDER I O - - - - - - - 2x ROOF RAFTERS AT I6" D.G. - 1 - - - - - - - - - - _ _ _ i USE &ALV. HURRICANE TIE BETWEEN — >1 >1 I y� �1 - - - EVERY RAFTER AND THE ROOF BEAM l� in I u)1 in I in I I 17ETAIL AT FLOOR 2x GEILIN& JOISTS AT I6" O.G. E I ( USE ( OIN NAILS CT RAFTER Ja-! GANT I LEVER5 4 SETBAfX5 J I I I I I I HEEL JOINT CONNECTION ■('� KIT SINK I WG iv LAV. m LAV. 1 I 50ALE: NT5 ROOF BEAM (SEE PLAN FOR SIZE)DW m 1 I UG3A PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS 1 12" O.G. STAGGERED ALONG LEN&TH I I SHOWER j VENTED VINYL SOFFIT Ix5 TRIM BOARD 15t FLOOR ------------------------- — 2" W 1-1/2" W 3" w 1-1/2" W 3" W 2" W I UPLIFT CONNECTIONS: 0518 &ALV. COIL STRAP G.O. 2-1 1''1 G.O. 211 W 3" W G.O. 2 W 3" W USE (2) AT EACH POST, TOP +€ BOTTOM OM DEGKIN& (4)-IOd NAILS AT EACH END ------------------------- ----------------------------------------- --- ------------------------------------------------------------------ ----------------------------------------- ------------- I PERPENDICULAR TO JOISTS GEILING (2)-8d THREADED NAILS OR G.O. 4 W 4" W --II F.A.I. (2)-No. 8 WOOD SCREWS AT 4x4 WOOD COLUMN 4" W r " I EACH 5UPPORTIN& MEMBER 4 [R50-7•71 RES PRESERVATIVE DIRECTLY ON FLOOR BEAM I I I 1 I FLOOR BEAM (SEE PLAN FOR SIZE) j FLOOR JOISTS UC3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS FLUMB I NO RISER 17 I AORAM. � UG3B PRESERVATIVE TREATED 16" O.G. ALON& EACH EDGE [R507.5] I I TO APPROVED SCALE: NT5 HOUSE TRAP I SANITARY 5Y5TEM &RADE f 4x4 WOOD P05T ` BASEMENT FLOOR J UO3B PRESERVATIVE TREATED v -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I PB44 HOT-DIPPED &ALV. +�- P05T BASE ANCHORLum LU' t 12"(P x b'-0" HIGH P.G. COLUMN WITH (2)-#4 •L-.Z Z 'y' z Z VERTICAL REBAR ON } -1 I_ 43 Z W Lu W 24" x 24" x 12" DEEP P.G. FOOTIN& WITH (2)-#4 - REBAR EACH AY,REBAR 4" ABOVE (� �- Q F O z BOTTOM 7 'I I 0} 4 5 TYPICAL ROOF R-3C, Q p.. ? 0 z ASPHALT ROOF SHIN&LE5 OVER 15# FELT OVER � �' W (dj lu" STRUCTURAL PANEL 5HEATHING OVER Q J ^ 2x10 RAFTERS AT 16" D.G. T`I'P I GAL PORCH 17ETA I L � Q � � } � Q d R-39 b" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) 1 x 14 LVL STRUCTURAL RIDE WITH)�" &YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NTS �/ O Q 4 (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC, ASSEMBLY [R31(6.61 Z R 1170 E TENSION 57RAF: 12 Q � � WRAP STRAP OVER RAFTER �8 z (3) 10-d COMMON NAILS AT EACH END OF STRAP — u ltu u u u uu uu I ' , 2x4 COLLAR TIE AT 48" O.G. &ABLE ALL INSULATION '*^ ,�•'s.• . (OPTIONAL) W 1 MT530G STRAP-TIE CONTINUOUS: R-5 I-INCH RIGID FOAM XI 11 SEALED ATTIC �INDIPEGTLY CONDITIONED) 2" SOLID EAGH RAFTER CAVITY: R-B 2 SPF (BEYOND SECTION) 2x6 GJ AT 16 O.G. C..J �� SMOKE 4 G.O. WOOD BLOGKIN& I I ® ®DETECTOR IN ATTIC I I-I/4" WIDE 20-C�UAGE GALVANIZED STEEL STRAP RAFTER 70 57Ur�): NOTE: ALL DUCTS SHALL BE EAGH SIDE OF WINDOW AND —''� •"�` ! ' TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2" &YP5UM I_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 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO JAGK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW QEI''IvvRE� FEB Z 2021 IAN MANUFACTURER'S SPECIFICATION R-15 UNPAGED FIBER&LA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION N z BOTTOM OF HEADER OVER I/2" STRUCTURAL PANEL 5HEATHIN& GS-HSP J Q R-13 2" CLOSED-CELL ri D w SPF AT RIM JOIST 0 HALL w LAUNDRY W.I.G.lu cv ry O O BEYOND SECTION (2)-1.'f5 x 11.85 LVL .=I fQ DOUBLE-FRAMED 0 5TAIRWELL (TYP) 3/4" SUBFLOOR Iv O N r Q a O tL (� t- N 11.8"15 TJI-560 FJ AT I6" O.G. II Z 4 o TYPICAL INTERIOR WALL - - a v m 2x4 5TUD5 AT 16" O.G. - I I (3)-1.75 x 11.8 15 1/2" &YP5UM Lu !MALL STUD TO MALL STU7 : (2)-2x4 TOP PLATE;2x4 50LE PLATE I I LVL FL HDR BOARD FIN15H STRAP OVER OR UNDER SHEATHING 6YP5UM WALLBOARD ON BOTH 51DE5 i iq (4) 8-d COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET q 1st FLOOR PLATFORM R-13 2" CLOSED-CELL 2x8 PLAT , 0 V / 0� - N WOOD FLORIN& OVER I I - TENSION ON STfi�'Aim I NO _ 3/4" PLYWOOD SUBFLOOR 5PF AT RIM JOIST I I a cr ` 2 x 10 FLOOR JOISTS AT 16" O.G. AT Y `I^'ALL OFN(NVJ r G O Ni kLL OR055 BRIDGING AT MID5PAN HALL PANTRY SCALE: NTS SILL CONSTRUCTION: I/2 &YP5UM 11 1I 1 W p- Z I N TERMITE SHIELD BOARD II Jl-! V 2x6 P.T. (UG3B) SILL O !Y v ON SILL SEAL WITH I/2" ANCHOR BOLTS FIN15H 1 ( W INISHED FLOOR '- � � 0. SEE TYPICAL ALL DETAIL) Q STAIRS Ir— < _ —► d (2)-135 x 11.675 O La G I i IN15HED &RADE _1 (n 5TU17 TO ,JILL FLAT1= : FIN15H &RADE LVL GIRDER v liJ l�U (4)-3/8 LAC, 5GREW5 O 1L r WRAP STRAP UNDER SILL PLATE PER GORE SLOPE 6 � IN 10' MIN. AWAY FROM BUILDIN& O (6) 8-d COMMON NAILS AT EACH END OF STRAP BASEMENT W O 2x8 PLAT w = (INDIRECTLY CONDITIONED) j O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET � r 0 0) o FULL HEIGHT R-II BLANKET WALL r „ •. ;' a QINSULATION AS MANUFACTURED BY m GERTAINTEED CORP. ASTM E54 MAX. 1/2" GYPSUM FLAME SPREAD INDEX 25 • ° ' BOARD T MAX. SMOKE DEVELOPED INDEX 50 FINISH m 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 \_36' x 36" x 12" DEEP P.G. FOOTING SECTIONS $ 8 POURED CONCRETE FOUNDATION STEM WALL w/(3)-#4 REBAR E.W. DETAILS UPON Ib" x 8" Ht CONTINUOUS P.G. FOOTING H I O H-lel I N17 UPLIFT STi AFF I NO MINIMUM 3'-0" BELOW GRADE DRAWING NUMBER SCALE: NTS SECTION rbc — NOTE: ALL METAL 5TRAPPINO SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: 1/4" = I ft STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE R, RI01.1 UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - IC1 NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 81052 BUILDING PERMIT: A building permit shall be Issued by the 1- WIND DESIGN STANDARD: 2020 RGNY5 "' Town prior to the start of work. A cop of the building permit V WIND DESIGN SUBJECT TO DAMAGE FROM ULTIMATE DESIGN WIND SPEED: OBTAINED FROM ;t'. approved copy P GROUND SEISMIC WINTER ICE BARRIER AIR MEAN and a roved construction documents shall be kept SNOW DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL until project completion. Speed Topographic Special wind Wlndborne Frost line HAZARDS https://hozords.otc.ovncil.org FOR THE PROJECT LOCATION: � LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.0031° W -12.5665° 7 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFE5510NAL: A Certiflcote of Authorization Is ZO WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION flied with The State Education Department entitling D'Amoro v 20 psf 127' None No No B Severe 36" M to H I 15 °F Yes None 599°F-DAYS 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying, P.G. ("Designer") to provide professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 8301.2(3)] AFFIX THIS SIGN IN ACCORDANCE WITH LL supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shat► O Elevation Latitude EXPOSURE CATEGORY: EXPOSURE B TITLE I9 NYGRR PART 1265. immediately motif Designer, in writing, if there is an W heating cooling factor temperature cooling difference y y g g y COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT ,•: discrepancy found between field conditions and plan 60 ft 41° North 150 99% outdoor DB 85° 1%outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. N MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof 83012.1 WIND DESIGN In accordance with Figure R30f2(5)B wind Cooling temperature Wind velocity Wind velocity Coincident Winter Summer 9 N Daily range humidity humidity - span, 140 mph, pitch greater than 5:12) [TABLE 8802.11] design Is not required. This building is designed in N difference heating cooling wet bulb WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 ROWS. C14 ° 50° (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 If 10 F 15 mph 7.5 mph 72 F Medium 16 F to 25 F N/A /o ( g ) p R301.2.1.2 PROTECTION OF OPENINGS: This building In not located Ll UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Wlndborne Debris Region. N OF ALL BRACED WALL PANELS [8602.3.5]. 8301.2.4 FLOODPLAIN: This building Is not located In a flood # hazard area. } - R301.5 LIVE LOADS: Minimum uniformly distributed live loads: '-- Attics without storage 10 psf, Attics with storo a 20 psf, O Baiconles k decks 40 psf, Rooms other than seeping rooms 40 TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) psf,Sleeping rooms 30 psf,Stairs 40 psf Z R301b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-0 and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER•'b,° SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced food conditions. inches Roof Floor ( support (inches) (inches) 8301.8 NOMINAL 51ZC-5: Dressed lumber dimensions specified on �� i " „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 i/2 x 0.113 ),or 4-8d box(2/ x 0.113 ),or p 9 3-8d common (2 y x 0.131 ) or 3-8d common(2/ x 0.131 ),or Wood structural panels,subfloor,roof B and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I Joists, glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate �� Toe nail 21 Joist to sill,top plate or girder i " �� • Toe nail 3-10d box(3"x 0.128");or 3-10d box(3"x 0.128");or Staple 15 ga. 1 3/ 4 8 R302.I FIRE-RE515TANT EXTERIOR WALL5t All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131" nails to i i/ projections shall be located at least 5 feet from lot lines and Up 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box 2%"x 0.113" ; or or Rim joist,band joist or blocking to sill or to late 8d box(2%2"x 0,113 ) 11 ' 4"o.c.tae nail Staple0.113 Nail / 3 6 �2A FLAME WALL5 AND SPREAD 5150KE DEVELOPED IIS LaPE a INDEX FOR 3-8d common (2/ x 0. 31 ) J g P P 8d common(2/ x 0.131 ) or Gyp Glass A finish 2 Ceiling joists to top platePer Joist,toe nail 22 roof applications also 19 s Staple 15 and 16 a 2 having a F51 = 15 (reqd max. 200) and a 501 = 0 (req'd max. 3-10d box(3 x 0.128");or ( 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 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od box 3"x 0.128" • or 3-8d box 2%"x 0.113" • or Staple 14 ga.2 4 8 INSULATION, Exposed insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R8C2.3.2 and Table 3-16d common (3 %" x)0.162");or Face nail 2-8d common (2%"x 0)131");or Staple 15 ga. 1 3/ 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-lOd box 3"x 0.128" or Face nail 2%2 and 3/ i surfaces shall have a F51 s 25 and a 501 s 450. See pians ( )� ) ( ): 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, V crown, 16 ga., 1 34" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 8302.11 FIRE BLOCKING: Use approved material to 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 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 %" x 0.162) Blind and face nail 0.113 Nail 1 3 6 where otherwise specified by the 2020 RGNY5. 4-1Od box(3"x 0.128"); or 3-16d box(3%2"x 0.135");or 1 Staple 15 ga.2% 4 8 8302.12 DBAFTSTOPPIN6: 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 z" x 0.162 At each bearing, face nail 1 R3o2.13 FIRE PROTECTION OF FLOORS. Not needed for this 5 to rafter 3-lOd common(3 x 0.148 ),or Face nail each rafter ( ) 0.097-0.099 Nail/ 4 c 8 project under Exception 4. 4-3 x 0.131 ) 3-16d common(3%"x 0.162"); or SPACING O FASTENERS n „ . NOMINAL MATERIAL a b R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed i „ „ • 4-lOd box(3 x 0.128 ),or DESCRIPTION � OF FASTENER AND LENGTH 3-16d box(3/ x 0.135 ),or 26 Band or rim joist to joist „ End nail THICKNESS a luminaires shall be 10-rated I/AM N1102.45 with separation 2 toe nails on one side and 1 toe J J 4-3 x 0.131 nails;or Edges Body of panel P 3-1Od common(3"x 0.148")• or orches (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 a staples, 3/16" crown (inches) (inches) (inches) 4-1Od box(3"x 0.128");or or truss' g 8308.4 HAZARDOUS &LAZING LOCATIONS, Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be installed In O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 inches of wet surfaces; m v at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. w m O 4-16d box(3 %" x 0.135");or Ul i 3-IOd common(3"x 0.148");or Toe nail 10d box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d, corrosion-resistant,ring shank nails 3 6 8309.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z - 4't dl? IX 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle 1p - - -t O --t W 27 Built-up girders and beams 2-inch lumber layers entry doorway. = d,1 Z w Roof rafters to ridge;valley or hip rafters; or roof rafter 4-3"x 0.131" nails t p �- t- O Z And: Staple 18 ga., /long,/crown t' 1 0 O 7 „ „ „ 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the Z J-I--1 0 )_Z to minimum 2 ridge beam i „ „ • 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 4 builders responsibility to verify that window units supplied by < O W Y2"" "); 3-1Od box(3"x 0.128");or 1 4 long x.121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for (L, > IY UJ 0 ,00 2-16d common (3 /2 x 0.162 ),or g � -.0 End nail 3-3"x 0.131"nails (galvanized or stainless steel roofing nails for tile finish 8 8 emergency escape and rescue openings where required. uW� nn,, d -1 m IX 3-1 Od box (3"x 0.128"); or (g ) g ( ) AC 1JL 7- - < 3-3"x 0.131" nails 1 i ion No. 8 x .375 head diameter,ribbed wafer-head screws R311.1 5TAIRWAYSt Interior stairways shall be pre-assembled p- O O > < I 4-16d box(3Y2"x 0.135");or g� g g wood units. The maximum riser height shall be 8-1/4 Inches and ry 0 4 4 Wall 3-16d common(3 4"x 0.162")• or (for tile finish) the minimum tread depth shall be 9 Inches,plus nosing where Z 0 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail required. Provide handrails per Code. Q 16d common(3�"x 0.162") 24"o.c. face nail 4-1Od box(3"x 0.128");or Plywood 8 Stud to stud not at braced wall panels) 4-3"x 0.131"nails 1 4 rim or screw shank nail-minimum 8312.1 6UAR05: Walking surfaces more than 30 Inches above ( P ) lOd box(3"x 0.128");or 16"o.c. face nail i 5 ig 3 6 grade,and steps leading thereto,shall have guards that 3"x 0.131 nails 2-1Od box(3 x 0.128 ); or 2-8d common /and/6 12/ga. (0.099 )shank diameter conform to Code. 29 Bridging or blocking to joist i „ „ • Each end, toe nail „ „ . 2/ x 0.131 ,or 2-3 x 0.131 nails � s 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 83122 WINDOW FALL PROTECTION: Windows with si'lis less than L_.1 9 3"x 0.131"nails SPACING OF FASTENERSx 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND Intermediate ii s is i 12 4 ga. (0.099 )shank diameter 14 ring or screw shank nail-minimum 24" above finished floor and greater than 12" above grade corners(at braced wall panels) 16d common(3/2 i /2, /, /2 and 6 8e shall be protected per Code. 16d common(3%2"x 0.162") 16"o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER Edges b supports`,' 1 %ring or screw shank nail-minimum R3I4 SMOKE ALARMS AND HEAT DETECTION: Interconnected ti+..••�,r,.,,r: 10 Built-up header(2"to 2"header with%" 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) t9/Z g 242 and 4 12%ga. (0.099")shank diameter alarms shall be installed at all locations shown on the plans. •"�s O �' E:;``.W p=air 5-8d box(2Y2" x 0.113 ); or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations ` cY` '•e u-� '1 11 Continuous header to stud 4-8d common(2Y2" x 0.131"); or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] Hardboards specified on the plans. 4-10d box 3"x 0.128" ) :: :: 1 i t 7 �' , ,v' ( ) 30 4" -%" 6d common(2 �x 0.113 )nail 6 121 /2 long ring-grooved underlayment nail 6 6 R31-T WOOD DECAY PROTECTION: Lumber specified in the plans subfloor,wall as pressure preservative- treated (P.T) shall be in 16d common(3 %2'x 0.162") 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 12 To late to to date 31 /2 1 8d common nail 2/ x 0.131 6 12 Staple 18 a., long(plastic coated 3 6 Fasteaccorners shall ance hbe hot-dippedA Ul for hgalvanized steele intended use s, stainlessnd llocation. P P P 1 l Od box(3"x 0.128");or i9 :: _ i :: :: f 3"x 0.131"nails 12 o.c. face nail lOd common 3"x 0.148" nail or steel,silicon bronze, copper or 1/2 diameter or greater ( ) Particleboard 1 :: _ 1 :: steel bolts. F�•,;., ..r•.�.,. 32 1/ 1 / 6 12 i�ix. ,�. • 8d(2 4 x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 t; 4 � 3 8401.4.1 GEOTEGHNIGAL: Footings and foundations shall rest on ®�-1'lV�l'�Q FEB 2 2 2021 8-16d common(3%2"x 0.162");or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 T 1� 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 :: 1/2 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice 12-16d box(3"x 0.128" • ); (minimum 24 lap splice length 33 z" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %4" ion 3 6 3/ 1 3 Include 6W 4 6P-gravel and sandy gravel;&M d GG-silty and ( ) g Staple 16 ga., 1 /g long, /crown 3 6 c1a a gravel;5W d 5P-sand and gravely sand;5M 4 5C-silty ' each side of end joint) P g ` `� -1 12-3"X 0.131"nails 3 :: 7 :: an c ayey sand. Unsuitable subsoil material encountered � 1 /4 galvanized roofing nail, /6 head i Y8 6d ring-grooved underlayment nail 6 10 durtnq excavation shall be excavated and replaced In-situ 0 O 34 2 32" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 ga., 1 4" long 3 6 �' s Staple 16 ga., 1 %long,3 with /4' crushed stone to a minimum depth of 8 inches or AOSE. _ g /crown 3 6 p O t dJ " x 0.1621 sum sheathing 11 1 y4 screws,Type W or S 7 7 - weathwolls er shall ere vertical r icatrained stone concrete Is,exterior O 14 Bottom plate to joist,rim joist,band joist or 16d box 3 i " " • ) 35 %" gyp gd 1%2" long; g yp P g For SI: 1 inch-25.4 mm. exposed to the 111 blockingnot at braced wall .mels 16d common x O2. 35 ),or 16"o.c. face nail 1 2 galvanized roofin nail; staple galvanized, 8402.2 CONCRETE: Basement walls,foundation walls, a minimum ( panels) „ „ 12 o.c. face nail g compressive strength of f'o=3,000 sI at 28 days. Porches, 0 ti 3 x 0.131 nails s �� a 1X" galvanized roofing nail; staple galvanized, carport stabs and ste s exposed to the weather,and arae O O - 36 / gypsum sheathing s " s :: 7 7 a. Nail is a general description and shall be emitted to be T-head modified round head or round head. rp p p garage � m 3-16d box 3%" x 0.135" ; or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P P floor slabs shall be air entrained stone concrete with a O 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 fc=3,500 psi at 28 days. O. O 15 2-16d common(2Y2"x 0.162" • or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing blocking(at braced wall panel) (. )� c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. dJ t v m 4-3"x 0.131"nails 4 each 16"o.c.face nail 6d deformed(2"x 0.120")nail;or 8403.1.4.1 FR05T PROTEGTIONt Exterior footings and foundations O �0 37 3/" and lessi „ 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 fine, i.e.,to a minimum 8d common(2 x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. a 4-8d box(2 4"x 0.113");or 3-16d box 3 " x 0.13") • r 8d common(2%2"x 0.131 )nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. ( )� 38 /g 1 i „ „ 6 12 R404.1.1 BACKFILL= Backfill shall not be placed against Z 4-8d common(2%" x 0.131"); or Toe nail 8d deformed(2/ x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minlmum of "i days. Brace top O 4-lOd box(3"x 0.128") or lOd common(3"x 0.148")nail or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. O< 4-3"x 0.131"nails 39 1 4" - 1 4" i „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O w t- O 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O u IK IL 0 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - v p 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 Q 3-16d box(3 y" x 0.135");or Y : g D' � W�For SI: 1 inch=25.4 nun 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^b. V 2-16d common(3 y" x 0.162"); or End nail 3-IOd box(3"x 0.128"); or Rb02 WOOD WALL FRAMING: Load bearing dimension lumber shall Q d A- 3-3"x 0.131"nails a. Nails are smooth-common,box or deforned shanks except where otherwise stated. Nails used for framing and be ou las fir-larch No. 2 or better. Studs shall be a minimum D 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. 4 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 a OL a,b,c 17 Top plates,laps at corners and intersections 2-16d common 3%2"x 0.162" or Face nail WALL SHEATHING USED TO RESIST WIND PRESSURES R702.3 GYPSUM BOARD: All Interior walls to be covered with)r 1- N ( ): ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise 0 - N 3-3"x 0.131"nails 7 noted on plans. 6 J - b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v W MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2Y2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„ii tr103.3 SIDING: Exterior wail covering shall be vinyl siding tested Y U_ O � d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed -t Al p 2-8d common(2 4"x 0.131");or Y Y P PP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's 0 = OL 18 1 brace to each,stud and late 2-lOd box 3"x 0.128" or p g ( ). PANEL SPAN SPACING p Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 THICKNESS Instructions for high-wind regions. Use stainless steel nails for IL t ( )� Penetration RATING (inches) Edges Field Wind exposure category � 9 IL O 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 O 2 staples 1 4" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less f- m 3-8d box(2Y2"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 3 RBo2.1 WOOD ROOF FRAMING: Load bearing dimension lumber O 1.5 24/0 / 16 6 12 140 115 110 J 2-8d common(2 y"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 1"x 6" sheathing to each bearing 2-1Od box 3"x 0.128" Face nail Douglas fir-larch No. 2 or better. ( ),or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 1 3/" long sheathing shall conform to ASTM C 208. (2.5 x 0.131 1.75 24/16 %6 24 6 12 140 115 110 8806 ROOF VENTILATION: Soffit vents shall be provided with a minimum net free ventilating, 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 required vented s ace within the soffit. Attic is unvented. 3-8d box(2Y2"x 0.113 ), or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p P Y• P g g P g PP P g 3-8d common(2,V2"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. 8905.2 A5PHALT SHINGLES: As halt tri shin le wra ers shall PP Y g q g g g P g PrP �' �' 9 PP 3-10d box(3"x 0.128"); or be labeled to Indicate comp lance wit ASTM D--1158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, V crown 16 ga., 1 3/" 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 accoor rdance dance witor A5TM D he lmalnass ufoctuQens instructionnsbe ttoed in achieve P g P PrP PP P Y P Yv g P : 20 1"x 8" and wider sheathingto each bearing +� Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use g Wider than 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2%"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 8602.10. DRAWING NUMBER 3-8d common(2%"x 0.131");or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10o62 AIR SUPPLY. All combustion air for factory-built j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. _ 3-lOd box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 1 4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING P JOIST DETAILS Plate nail-16d(0.135"x 3/z")at Load bearing or braced/shear wallabove(must stack over w31f below) Load bearin or braced/shear wall above Y2")•• Plate nail,16d(0.135 x 3 YZ') 12"on-center 1 9 R • Plate nail, ent16d(0.135"x 3/2 ) When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: 1/a"TJs Rim Board,1 (must stack over wall below when present) R ALLOWABLE HOLES - TJ Io Joists at 16"on-center at 16"on-center - /1 ® s No load bearing Z Blocking panel: trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Yz" at 6"on-center /a"TimberStrand LSL or TJI Joist. 9 P Web Stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 1Y"hole may cut 43 18"TJ®Rim Board, 11/4" required on both Plate nail-16d(0.135"x 3Yz") anywhere in web out- Blocking panel: y'^' H Web stiffeners required on 2x4 minimum Web stiffeners 1 Do NOT side of hatched zone TimberStrand® LSL or at 16"on-center* 1/a"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 18"TimberStrandD LSL 1 „ . boundary nails, at B3W ONLY o 8d(0.131"x 2/z")at 6 on-center or TJI"joist 8d(0.131"x 28")a 1Y4"TimberStrand® to Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y1s"-, Web stiffeners 6" O •� O 6' O nail each side at A3._W B1 B1 W required on both v Toe nail-10d(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round Lz 2 x Lz Dz 6" 6" Toe nail, Toe nail, Ya"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cur minimum holes are permitted if minimum No field cut Do not cut ® ( 7 12" x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI rim joist thickness exceeds/8", Web stiffeners re uired Do NOT holes in (applies to all holes the group perimeter holes In holes larger 11_ at 6"on-center at 6"on-center only)or min. q End of joists at hatched meets requirements for hatched + - ' 1Ya"TimberStrand® LSL. trim sheathing tongue 8 on both sides at B1 W cur holes in cantilever except knockouts) q than 1/z In TJI®rim joist at rim board For rim board thicker than 1/4 centerline reinforcement. zones round or square holes. zones cantilever 0 J and B2W ONLY Web stiffene0r Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Wj� jJa 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 Table A - End Support F at 6"on-center* P P 9 9 P Y q * sides at Al W ONLY * joist bearing at ends" Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 BZW Blocking panels may be required with braced/shear 83 83W with braced/shear walls above or B4 B4W Minimum distance from edge of hole to inside face of nearest end support Z N Al Al W A2 A2W rim joist per A3 detail. 8191919 nail from side of parallel closure into rim board. walls above or below-see detail B1 O O below-see detail B1 O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 A3.4* DEPTH 2" 3" a" 5'• 62" 7" ar/e" 11•' 13" z" 3" a'• 5" sY2" 7" 8r/e" 11•' 13" O O Nail through 2x-cantilever,wood backer and V O O O Details and Installation in Weyerhaeuser Installation Guide 110 1'-0" 1'-6" 2'- T-0" 5'-0" 1'-0" 1'•6" 2'-6" 3'-6" a'-6" (V Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 18"TJ®Rim Board or 1Ya"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") � � for Floor and Roof Framing,TJ-9001. 9 92- 21 o r-o" r-s° 2'-6-1 3-o" 5'-s° r-o° 2'-0" z'-s° a'-o^ s-o" g Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. z3o r-6" 2'-0" 2'-6" T-6" 5'-6" r-o" 2'-0" T-0" 4'-6" 5'-0" Q (V top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'-6" T-6" 5'-0" 6-6" (V with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" F-0" 7'-0" 2'-0" T-0" a•-o" s-s" V-o" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1 ® 1 s schedule. 110 r-0" r-o" r-6" 2'-0" 2'-6^ T-0" 5'-6" r-D" 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6•-0- # reinforcement and filler 16"deep blocking panels;6"diameter 1/e"TJ Rim Board 1/a"TimberStrand 210 1•-0° r-6- 2'-0" r-o" T-0" T.6" 6-0" r-o° r-s" 2-s" 3'-0^ s'-o^ 5'-6^ s-s" _ 4'-0"length of 7 "_ block.Use 4'-0"length maximum for blocking panels 9Yz"dee LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 111/8" 230 1•-0" 1'-6" 7-0" 2'-6" T-0" 3'-6" 6'-6" 1'-0" 2'-0•' 2'-6" T-6" 5'-6" 5'-6" 7'-0" 9 8"diameter maximum hole for 11/8 9 g p P with one 8d(0.131"x 22 ) 360 r•6" z'-o" T-0" T-6" 4'-s" s-o" T-0" r-s" z'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 32"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11%"TJI® or shorter than 12"long. one each at top and bottom flange. 1 " 560 1'•6" r-6" T-0" 4'-0" 5'-s" V-o^ 8'-a' 7-6" T-6" a•-6" F-6•' T-0" T-6" a'-0^ 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 9Yz 1 110 1'-0' 1'-0" 1'-0" 1'-0" 1'6" 2'-0" 3-0" 5'-6" T-0" T-0" 1•-6•' 2'-0" T-6" 4'-0" 6'-0^ V-o" Web stiffeners / 16"deep blocking panels;6" deep or shorter than 12"long. with one 8d 0.131"x 2Y" Horizontal blocking uniformly 210 r-0" r-o" r-o" r-6" 2'-0" 2'-6" T-6" s'-o" 1-0" 1'-0" r-o" z'-s° 4'-D" 4'-6° 6'-s" s'-s^ sides at E3 ( ) t _ Load from above required on both diameter maximum for blocking 18"TJ®Rim Board 1Y4" nail at each corner I- 1 Do not cut flanges. panels between each loaded joists 1a- 23o r-o" r-o" 1'-0" r-6" 2•-6" 2'-6• a'-0" T-0" r'-o" r-o^ r-o" 3'-0^ a'-o^ s-o° T sides at E1 W ONLY panels 9/2"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 1•-0° 1'-0" v-6" 2'-6- T-6" 4'-0' 5'-6" 8'-0^ 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" F-6" 8'-0" 9'-6" �J ) 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood D� act` sso r-o^ r-o^ r-o" 3'-0^ a-s' s'-o° 6'-s~ 9'-0" 1'-6" T-0" 4'-0" S-0" 7'-0" T-6" 9'-0" 10'-0" - Y16" Do not cut flanges. 18"TJ®Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer a�`A�e� V, 210 210 1.41 r-0" r-o" r-0" r-o" r-6" z'-s" T-6" s'-o" 1'-0" 1•-0" r-o" 2'-0^ 3-0" 3'-s" 6'-6" 8'.0" 1r-o" io TimberStrand® LSL.Nail with one side at E5, 12"length of 3/a" ��tt`e et oaa��oad5 16 360 1'-0" 1=0" r-0" 1=0" 2-6" 2°-6~ a'-6^ 6-6" F-0" 1'-0" 1-0~ r-6" 3=0" 5=0" 5=6" 9=0" 10=0" 111' -7 10d(0.131"x 3")nails,one : Attach reinforcement to both sides at E6 a 112 e� �R` 1 reinforcement On one side �� O 5so 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T X 5'-0" T-6" 10'-0" T-0" T-0" T-0" 4'-6" 6'-6" T-0" 10'-0" 1T-0" each at top and bottom flange. : joist web with 3 rows Full depth vertical caa 9�r lu�� blocking between at E7,both sides at E8 F1 �e� - . 10d(0.148"X 3')nails at 6" g 4" 5" s" 7" 8" 10" 12" 15" 17" 4" 5" s" 7" B" 10" 12" 15" 17" Attach reinforcement on-center,clinched.Use 2 each joist 18„ 360 1•-0" 1-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10-0" 1'-0" 1'-6" T-0' 4'-s" 6'-0" 10-0" 11'-0" 13'-6" $2,4 ,nimum to joist flange with 1 „ 7 " E7 E8 Less than 5" 1 9 2'. t�` rows with 92 and 112 Less than 5" 560 r-o^ r-o" r-o^ r-o" z'-o" a-6^ T-o^ 1r-o" r-o^ 3'-s^ s'-o^ s'-6^ 8'-0^ 1r-o" 1r-o^ 1a'-s^ squash blocks p" 8d(0.131"x 28")nails at 6" ad`s TJ Is joists. 360 -170-7-777 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" T.0" 4'-6" 15'-6" O O Gap*: WEB STIFFENER ATTACHMENT 20- 560 r-o" r-o" r-o" r-0" r-o" T-o" 4'-6" 9'-0" 16'-0" 18"TJ Rim Board or �� on-center.When reinforcing E5 E6 / CS Use 2x4 minimum squash blocks to 18"TimberStrand® LSL. Face grain �a� both sides,stagger nails. O 8"minimum transfer load around TJIS joist horizontal E4 1 " ® 23/4"maximum Table B - Intermediate or Cantilever Support / E1 E1W Nail with each (0.131"x 3") E2 E3 Not for use with 3/2 TJ/ foist flange widths Is Minimum distance from edge of hole to inside face opearest intermediate or cantilever support nails,one each at top and (112"for TJI® Nailing: 9 bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJ Is joist blocking with end Web stiffener both sides. DEPTH z" 3' 4" s' s2" T' 8%' 11" 13" z" 3- 4•• 5" s2" 7" 8r/" 11" 13" adhesive to all blocks installed at Y3 joist-span 110 T-0" r-6" T-6" 4'-6" T-6" r-6" r-s" 3.6^ s-6" 6'.6- Flush bearing plate required. Structural exterior sheathing locations using See sizes below. With point load from above,and no support Hanger height must ® 1 „ contact surfaces below,install web stiffener tight to top flange 92•, 210 2'-0" 2'-6" 3'-6" V-0" V-0" 2'-0" T-0" 4'-0" V-6•' T-6- be a minimum of so% Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang Flashingtwo 8d(0.113"x 2y") Tight fit* (gap at bottom flange) 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6" ofloist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T.0" 4'-0" 6-6" s'-6" 9'-a' T-0" 4'•6" 5'-6" T-6" 8'-0" nails when possible. flange with face mount hangers). a� 1 „ Nailing Requirements 560 T.6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. , Treated 2x_ o`S�eQ 2/z screws, TJI®Joist Series Depth Minimum Web Number Nails 110 1'-0" 1'-0" 1'-s" z'-s" a'-0" 4'-6" 6" 1'-0" 1'6" 2'-6" 4'-0" T-0" T-0" 9'-6" ledger �1 a�' typical (in.) Stiffener Size Type 210 r-0" r-a' 2'-D" 3-a' a'-6^ s'-o" s'-o" r-o" z'-o° 3'-0^ a-6° 8'-0" 8'-0" 10'-0" g � a t<` End Intermediate • See fastener 1 1 110 All s/b x 2516"(,) 11/8- 230 r-0" 2'-0^ z'-s" T-6^ 5'-0" 5'-6" 10'-0" r-o^ 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" ' 1/a"TJ®Rim Board or 1/a" 210 All 2 X 2 16" 360 2'-0" T-0" 4'-0" 5'-6" T'0" 7'-6" 11•-0" 2•-0" T-6" 5'-0" T-0" 9-6" 9'-6" 11'-0" ' -••"••• .. table below.Maintain 3 •• 5 r,) 8d Top mount - 2"distance minimum from TimberStrand® LSL. 7 s 0.113"x 28") 560 r-6" T-0" 4-6^ s-6° 8'-0^ 8'-6" 12'-0" 3'-0" 4'-6" V-D" V-0" 10-6" 11-0" 12'-0" (minimum) 230&360 All /8 x 2/6° ( 3 3 110 r-o" 1'-0" r-o" r-a' 2'-0" 2-6" 4-6" 8'-6" r-o" 1'-0" r-D" r-6" s-o" 6'-0" 9'-0" 12'-0" hanger Option#2: edge of ledger to fastener. 2x_strapping installed atY3 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 13'4" Face mount Backer block joist-span locations using two 2 560 All 2x4'2) V2") 14" 230 1'-a' r-0" r-0" 2'-0" T-6" 4'-0" 6'-D" 10'-6" r-o" 1'-0" 2-6" 4'-0" 6'-6" T-6" 1 T-a' 13'-6" both sides of web Allowable Load(Ibs) (0.135"x 360 T-0" 1•-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" T-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger Y2'screws per joist,typical 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11-0" 13'-6" 15'-0" g with Single TJI®joist Fastener 1Y4"TimberStrandO 1Ya"TJ®Rim Board LSL rim board 16d 210 1'-0" 1'-0" 1'- " 1'- ~ Option#3: 560D 20 2x4'2' 5 5 0 o r-o" r-o" 3'-s° 6'-0" 10-0° V-0.. r•o" r-o" r-s° a'-s" 5'-s" 10-0" 12'-6^ 16-0" Web stiffeners required if sides of YZ"lag bolt 610 48o Direct) applied ceiling 22"(3) (0.135"x 38") 6 11 1s„ 230 r-o" r-o° 1'-0" 1-0" r-s" r-o° a'-o" s'-s° 1r-0° r-o" r-o" r-o" z'-s° s-o" s'-o" 1o'-s" 13'-6° 16'-6" With top mount hangers,backer block required only Y PP 9 H1 hanger do not laterally support at H2 H3 24")') 6 13 360 r-o" r-o" r-o" r-o° 3.0" 4'-0" s'-s° 10-0" 13'-6" r-o" r-o° z-o~ a'-o" T-s" s'-s° 13.0" 1a-6° 17-0" O least 3/a"of TJI®joist top flange O for downward loads exceeding 250 lbs or for uplift O LA • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of W 560 1'-0" 1'-0" 1'-0" 1'-0^ z'-s" 3'-s^ 7'-0" 11'-0^ 15'-0" 1'-0" 1'-0" T-6^ 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 16'-0" conditions.For nailing requirements see page 5,TJ- O O (1)PS1 or PS2 sheathing,face grain vertical 9001 Weyerhaeuser installation Guide for Floor and O the bracing options above is required (2)Construction grade or better 4" 5" s" 7" a 10" 12" 15" 17- a" 5" 6- T' 8" 10'• 12" 15" 17- Roof 3 Web stiffeners are always required for 22"and 24"TJI@ 560D Joists 360 r•o" r-o^ r-o" 1'-6" 3'-0" 6'-o" 9'-0^ 15'-0" r-0" r-6" 4'-0" 6•-6" 9'-0" 14-6" 16-6-11 Roof Framing,TJ-9001. ) Y q 18" 560 1'-0" 1'-0" 2'-0" 6-0" 10-0" 16-6" 1'-0" T-6" 6'-0" 8'-6" 11-6" 16-6" 19'-0" 20-0" / BEAM DETAILS FASTENING of FLOOR PANELS 360 1'•0" -0" 1'-0•' 1'-0" ._011 3'-0" 6'-0" 11'-0" 15'-6" 1'-0" 0" 1'-6" 4'-0" 1+RV- 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" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" TJI®(1)(2) Rim Board 1Y2' TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. LU Nail Size 110,210, 360 and e'•TJ®Ri 1%.. TimberStrand®LSL Microllame Parallam® 1 1 . BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 9�"or 14•, 9Yz"or 14"or 9/z"or 14"or 18"or � 14"or 18"or Leave Ys"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. � � W fn W z ® P Z z tr z LVL PSL 11 e" and 230 560 Board TimberStrand LSL or wider 112/e" 11r/e" 16" z • Tables are based on uniform load tables in current design literature. � �� O - � BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11/e" 1s'• 20'• 1s•' 20•' 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+s" 2x8+%" 2x6+Yz" 2x8+)z" 2x12+y" Two Two Two _ 18"TJ®Rim Board or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located m _ 10d(0.148"x 3"),12d(0.148"x 3Y4") 6" 4" 4" 4- 4- (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 W 1Ya"TimberStrand LSL or is not Continuous Over 3 at the center of the joist span provided that no other holes occur in the joist. (� v f'- 4 t- �z 16d 0.162"x 3Yz") 6" 6° Cantilever 2x6 2x10 2x6+32" 2x10+3/e' 2x6+YZ' 2x10+y" 111) I ( 8" 6" blocking for lateral support header 4 ° Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable°t Not applicable 7LU 0 (1)Stagger nails when using 4"on-center spacing and maintain 1 Y8'joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long a licable ALLOWABLE HOLES - Headers and Beams ` 0- Z O z panel edges)for diaphragms.Fastener spacing for TJl®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) .55E TimberStrand® LSL Headers and Beams < ! d J •�0 Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used In lieu of TJI ®joists. OL 2 For non-diaphragm a li p pstaggered. (Detail F7 52"or 3/" 3/"or�/e' 72"or 1"Net 2x6 2x8 2x12 _J plate Is not Continuous ( ) applications,multiple rows of fasteners are ermined if the rows are offset at least/i'and ) (3)With 10d(0.148"x 1 Yi')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2 2 x diameter of the (� } D <Q over column O - Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3/a"(to avoid splitting). �1)If necessary,increase filler and backer block height for face mount hangers and maintain/s"gap at top ofjoist;see detail W Fillerand backer largest hole(minimum) Q (Y lock dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). O hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /e"(to avoid splitting). Y depth (� Q 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 " " ry Column wood from direct recommendations listed above. hanger Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O ■Nailing rows must be offset at least y"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz'")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nail spacing for TJI0 joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round Depth Hole Size cantilever and end bearings by blocking panels,hangers,or direct attachment to gy4"-9y2" 3, Multiple-Member Connections for Top-Loaded Beams a rim board ors,orit8, 8" 11 4"-11 %8' 3%" Fastener Installation Requirements TJI®joist framing does not joist. 14"-16" 4s2" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone 4e"**�-•>.,-- blocking • Allowed hole zone suitable for headers and beams with p,ft'` C'r n r�Ie:° •", Width Plies Type(') Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. ,� �(y,-A,N••....er'f ',•' ,J (2) sides,stagger fasteners on the second a, ,�, w • Round holes only j A ,4J 10d nails 3" 3 /�• � i BEARING AT 12- side so they fall halfway between • No holes in headers or beams in plank orientation. ., co COLUMN 2 12d-16d nails 3 Y4" 2(2' One side fasteners on the first side. Screws 3Y8"or 3Y2" 2 24" HZ ,, Z ) Other Trus Joist® Headers and Beams V;! I�, I Uu nails 3" 3cz) DO NOT bevel cut joist Y 2) 12 Both sides beyond inside face of wall" Al0 Rim board joint Microllam® LVL 12d-16d nails 3 X" 2 E2 between joists DO Nor overhan seat cuts 3 g 1.3E TimberStrand® and Parallam®PSL �•�.-'' ,�` � ``�`;,�. ;"� .•"' a. ", ' 13/4" 3Ya"or 3Y2' Both sides t,+f°. .•°'" a -•4• Screws 2 24" Load must be applied evenly across 3 on beams beyond the inside LSL hole zone hole zone largest holey mirnmum Y depth • 5° One side face ofsupportmember, g ( ) entire beam width.Otherwise,use 'S+P";fJ►,." I" Verify column capacity 10d nails(" 3" 3'2 connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing12„ One side holes in headers or beams !! r L5 12d-1 6d nails"' 3Y4° 2(2' (per ply) dL C except as indicated in � I,IUERL� FES 2 2 2�2t O length.See current 4 0 0 o illustrations and tables. Weyerhaeuser literature. 5"or 6' Both sides 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6%" One side form a header or beam of the required size,u to a TJI®rim joist ® 0 Microllam® LVL and Other Trus Joist Beams 1 8"TJ®Rim Board or 18" Parallam®PSL Header or Beam Maximum Round 5"or 6" Both sides maximum width of 7" L3 TimberStrand® LSL. allowed hole zone Depth Hole Size 3Y" 2 Screws 6 3/4" 2 24 One Side A2 middle Ya span 43/" 1" O Q� YZ'bolts 8" 2 24" - O 5Yz" 13/4" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"'. 81 L1 d 1.3E Timber Strand® LSL allowed hole zone d 7Y4'-20" 2" t, COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Q r B2 to BEAM ON Allowed hole zone suitable for headers and beams with uniform loads only, � � O � • Round holes only t ` COLUMN CAP NAILING AT BEARING (FLOOR) L5 • No holes in cantilevers. O V tf) 63 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. Oj t- 1 ® (Load bearing wall above) _ - IY8"TJ Rim Board or 10 V lY4"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 Or BZ at One 10d(0.128"x e floor panel edge is supported O B4 bearings WARNING 102� Cx 1 nail into each flange p g pp intermediate bearin ,n O � O One 8d(0.113"x22") and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally V, ,� W ,J,.,,nail each side.Drive Do not cut joist flanges. L� nails at si angle at Plumbing Drop braced/shear wall Bracing Includes: k) Y from above 4 NiEnd of joists Blocking • Sheathing • Strut Lines Q [ O P1 least 1Yz°from end. • Hangers • Rim Board • Rim Joist 31 "minimum at centerline L2 O J V () /2 Also see detail B2 of support L2 W 1L Z COLUMN BASE 1Y4"minimum end bearing intermediate bearing l �. 1)j X Z single-family applications 5%"may be required V for maximum H1 _ j- Q< Shear transfer Connections equivalent capacity o y f Q- ,- X H to floor panel nailing schedule . 6V H < Rim to TJI®Joist O DO NOT walk on joists DO NOT walk on joists DO NOT stack building d �' " ° O until braced. that are lying flat. materials on unsheathed ~ N 18"TJ®Rim Board, TJI®560 rim joist:Toe Additional joist is required if 6 0 O INJURY MAY RESULT. joists. Stack only over -1 (� - 1Ya"TimberStrand LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O V _W TJI®110 rim joist: nails,one each side of or ifs an ratingis exceeded. !� ,. WARNING NOTES: beams or walls. }rU P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 p .• O LA Exterior Deck DO NOT usesawn V IL O O Attachment Lack of proper bracing during construction can result in serious -1 W O into each flange floor joist , •..: ;, . lumber for rim Q a; Structural accidents.Observe the following guidelines: !1- TJI8 210,230,and 360 rim INSTALLATION TIPS O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI @ joists' .'.• Sheathing 9. 9 J PP Joists must be completely installed and properly nailed. ll. 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 d� One 16d 0.135"x 3 " nail •Subfloor adhesive will improve floor performance,but O tf) - COLUMN BASE ( Yz ) after installation" accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 13/4"minimum bearing into each flange Top View may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each F- m Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI@ joist(with web stiffeners)is not a substitute concrete 1Yz°knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 o for squash blocks or blocking panels. approximately 6.The flanges must remain straight within 1/2"from true alignment. ,�:.:::.-,• .`•.. 1/s"TJ^ Rim Board or 1Ya" q 9 P pp y Fasten at each joist with ® two 8d(0.113"x 2Y2')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 `�.a:�;,?:,••.;•. •. TimberStrand LSL. 12"on-center •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST 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. 1Y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information. A - 10 TONN COMMENTS 6` / z .. II OASIS ' ' 0 v A QUAL I TY NEV4 HOME MODEL 5Y LL OASIS AT MATTITUCK, CORP. � a o Z Q �— Q O '� A W tO JI IT 11 11 IT 11 1111 il 11 IT 11 11 IT 11 111111 111111 11 IT 11 1111 1 11 IT 11 111111 11 IT 11 11 If 11 11 IT 11 11 IT 11 1 11 1 1 If 11 11 If 11 11 IT 11 1��Jl I T 11 111 T 11 111111 I I 111 11 11 IT 11 11 IT 11 11 IT 11 11 IT fillffiffi 1 11 111111 111111 1111 11!111 111111 11 IT I I I 111111 IIITII 111111 111 111 111111 111111 111111 111111 IIITII IIIT 11 11 1 11 11 IT 11 11 IT 11 11 11 11 1#1 41 1#11 11 11 IT il 11 IT 11 111111 11 1111 1111 11 11 IT 11 11 IT 11 1111 11 1111 11 111111 11 1 1 11 11 1 1 11 11 IT 11 1 1 11 11 IT 11 11 11 1111 fl IT 11 11 IT 11 111111 11 if 111111 1 1111 IT 11 111 11 11 IT 11 11 IT 11 1 n n n I I n n I I 11 11 IT 11 1111 1 11 11 11 If 11 11 IT 11 111111 111111 11 IWII 11 IT 11 11111 11 it 11 111 11 1111 1 11 1 III IIITII 1111 11 11 if 11 11 IT 11 1111 11 11 IT 11 11 IT 11 11 ITTJI[IWII IT 11 11111 1 11 11 11 1-111-T-11-1-l"I I I I I I I I I 11 11 11 IT 11 111111 111111 111111 11 It 11 11 11 11 11 if 11 11 II.Lm 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT I I I I 1 11 11 11111111 111 11 HIT -1li I I I IT 11 11111[714 IT 11 111 IIiTI ITII 111111 111 LI 11 11 11111 11 It 11 11 IT I I 11 IT 11 111111 ITT] I MI 1#1 911#111 1] 11 [IL11 IIITII IIH 11 111] I IT 11 11 IT 11 1111 111111 11 IT 11 11 11 11 IT 11 11 IT 11 1 ITI I IT 11 11 IT 11 1111 111111 V I H V IITI 1111111 11 11 IT 11 1 to tj � z I IT II II IT .11 IT II_flJT 11 11 IT 11 11 IT 12 Z < d) V II IT Il Ill 11 11 1 5.5 tea- Ozw - - - - - - - - - NOTES INDEXED TO THEIT II I N FINI5HED 5ECOND FLOOR Q 0 �- 2020 ENERGY GONSERVATION GONSTRUGTION o�- Z O z `� z -11 111 IT 11 11 IT 11 11 IT 11 11 IT 11 11 if CODE OF NEW YORK STATE Q pC lU d3 ® 0 <J -•OAC RI01.5 COMPLIANCE: This building was designed and shall be X} d constructed to meet the 2020 EGGGNY5. Both REScheck N.S. O O QC < 1IJ _ Department of Energy) and REM/Rate (Moresco) computer (� N Z Q 0 software was utliltzed to demonstrate compliance. All X 4 mandatory provisions of the 2020 ECCCNY5 - Residential •4� < O ::1 Provisions are In force. NRI05be1►ef and professioTTEN nal judgement,tNT, To the hese planst of s comply knowledge,with the _ ' o Energy Code. Furthermore, as a RESNET certified rater (ID. No. 26143cr), I certify that these plans comply with ithe Home O Energy Rating System (HERS) program. A signed certification ' of compliance with the HERS program (HERD) will be submitted FINISHED FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R3olof G e constructed 4A Suffolk,o demonstrate co pliane. s'';�M~ •*+'; ' ng t m .•.R�, - - - - - - - - - IMA olk,NY �� r � E R401.2 COMPLIANCE: This project complies with 2) Section R405 f��'' �' Gk"� ►Or± .,.�'} FINISHED GRADE cv - 5lmuloted Per p 'r ,ter fi Alternative,and the provisions of Performance Alternate Sections R401 through R404 labeled "Mandatory." .�. µr• . :'N �1 g yy .� �i Mandat44requirements. Rr.3 CERTIFICATE. Builder to post per Code. !; '( ,?= ie r,a,;w R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3i,'' ,�'' , • ,.C` 4!". AGH by HERS rater. See Table R402.4.1.1 In plans. 'r� ` R402.4.2 FIREPLACES: Factory built with UL 121 doors. ,, �,�,•g.S`�r^�� R402.4.3 FENESTRATION: See window/door schedule +.;; sgt?". 8402.4.4 FUEL-BURNING APPLIANCES: All room heating and i I I I I I I I hot water heating appliances to be direct venit with both D i��EREQ OCT 0 8 2021 intake and exhaust pipes Installed continuous to the outside. 1� I FJ L-1 R402.4.5 RECE55ED LIGHTING: IG-rated and labeled as — J L — J L — J having, an air leakage rate of not greater than 2.0 cfm Q per ode. 1- R4025 MAX. U-FACTOR 4 SHOO. See window schedule. O O R403.1 CONTROLS: See plans for thermostat information. O d) I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I R403.3.2 DUCT5EALIN6: All duct ointsshall be O tt — mechanically fastened and sealed with duct mastic 0 I- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -1- - - - - - - - L - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I sealant. Apply mastic to duct seams. dJ � R403.3.3 DUCT TE5TIN6: A duct air-leakage test Is not 0 IL � t� required under exceptions I and 2. R403.3.5 BUILDING GAVITIES: Framingcavities shall not be used as ducts or plenums. R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate cQ OO V mechanical system piping carrying hot water to an to �+ R-value of not less than R-3. v i�ONT L � TION R4035.1 HEATED SERVICE HOT WATER(SH4 CIRCULATION SYSTEM: Not In project. R403.6 MECHANICAL VENTILATION: ERV continuous SCALE: I/4 = I ft ventilation system specified to the plans exceeds the minimum efficacy of L2 cfm/watt. O Q 1O1LOO AREA TABLE Z (y f— R403.1 HVAC EQUIPMENT: Sized In accordance with ACCA O FIRST FLOOR I, Manual J and Manual 5. N Not applicable O O V �— "O "IO2 sf 8403.8 MULTIPLE DWELLING SYSTEMS: _ O SECOND FLOOR 1,1'7q sf R405A SNOW MELT: Not In project. < < 0 Z GARAGE 586 sf 8403.10 POOLS AN SPAS: Not m project. w ALUA - BASEMENT 1,'732 sf R403.11 PORTABLE SPAS: Not In project. v X R404 LIGHTING: Builder to Install high-efficiency lamps In at (X OL �j Z PORCH 1'75 sf least 9O% of permanently Installed fixtures. QA_ TOTAL LIVING SPACE 2,881 sf R405 SIMULATED PERFORMANCE ALTERNATIVE= This method was H < —J used to show compliance with the Energy Code. REM/Rote d OL software was used to model the building performace - see CONDITIONED FLOOR AREA 4,613 sf 2020 IEGG Energy Cost Compliance report provided withQ — (INCLUDES BASEMENT) Permit Application. RE5check was used to model the building V-1 lj7 INFILTRATION VOLUME 48,100 a performance based on national standards - see RECcheck W Compliance Certificate and Inspection Checklist provided with V IL (INCLUDES ATTIC, 4 BASEMENT) Permit Application. _ tuQ � ~ O !L O m INDEX TO r fiRA lINCS -� DRAWING No. COVER d ELEVATION A-I DATE: OCTOBER 2021 ELEVATIONS A-2 FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 D rr" ' COVER 4 2nd FLOOR PLAN A-5 ELEVATIONS WALL BRACING PLAN A-6 ROOF PLAN A-1 OCT 21 2021 SECTIONS 4 DETAILS A-8 NOTES A-1 BUILDING DEPT. DRAWING NUMBER TJI-DETAILS A-10 TOWN OF SOUTHOLD m Z O N z O O 1 11 till IIIIII III I I ITII Will HIT �ffiilll IIITII IlITIl IIIIII IIITII 111111 IIITII 111111 Will Will JIITI1 IIITII 111111 Hill IIITIl IIITIl Will IIITII IIITIIIIITIl IIITII 111111 1111 11 Hill JIITI1 111111 111 11 IIITJI 111111 1111 P, 111 11 11 IT 11 11 IT 11 1 1 1111 11 1111 11 11 fill 1 11 IT 11 11 IT 11 111 1111 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11111 11 1111 11 111 11 11 IT 11 11 IT 11 111111 111111 11 IT I If 1 11 1 11 11 If 11 11111 11 11 IT 11 111111 111111 H IT IIIIII Jill 11 Till 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1 11 IT 11 111111 111111 11 It 11 1 IT 11 11 IT 11 11 IT I T 11 III IIIIII HII 11 1111 11 1111 111 111 111 IIITII JIITII 111 1 11 111111 11 IT 11 11 IT 11 11 If 11 11 IT 1 11 11 IIITII IIITII 11111 111 11 IIITII 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 1 w Z 11 11 11 IT 1 11 IT 11 11 It 11 11 IT 1 1111 11 Will HIT 1 111111 11 ITII 11IT11 Mill IIITII 1111 11 11 IT 11 H III 1 111111 1111 1 1 11 IT I Ii IT 11 1111 11 111111 1 IT 11 111111 If IT 11 11 IT 11 11 IT 11 11 1111 1111 11 IIITIl 111 11 1 1 111�11 111 1 11 11 11 111 1111 11 1111 11 111111 1111 11 111111 11 11 11 11 11 111 1 111 111 1111 1111 11 1 LLI 111 11 Will IIITIl IIITII 111111 11 IT 1 11 IT 11 111 f 11 111 111 111111 IIITII IHTII IIITII 11 IT 11 11 IT 111 11 IIITII 111111 till 11 1111�11 Till 11 IIH 1111111 1 111111 111111 111 Ill 111111 Mill 111111 11 IT 11 11 IT 11 11 IT 11 11IT 11 11 11 IT 11 11 IT 11 11 IT 11 IT 11 11 IT 11 11 IT I II Will Will 111 11 IIITII 111111 111 1111 1 111 111 111 IIITII HP:4-P; 111 11 111 11111 11 111111 Hill 111111 Will IIITII 111 11 111111 111 11 IT 11 11 IT 11 11 IT 11 11 N 11 IT 11 11 IT 11 11 IT 11 11 IT 1011111 11 IT 11 11 IT I z11 111 1 11111 Jill 1 11 111111 il 1111 11 IT 11 11 IT 11 111111 11 IT 11 1111 11 11 IT 11 11 IT 11 111 1 11 IT 11 11 IT il 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 It 11 11 IT 11 111 1 �i V11 IIITIl IIITII IIILUIT 11 111 IT 111111 11 11 111 11111 1 11 1111 If 11 11 IT 11 11 IT 11 1 1 11 11 IT 11 11 IT 11 1111 11 11 11 11 11 11 11 1111 1111 11 11 1111 11 11 11 11 if 11 11 Jill 11 111111 111111 111111 111111 111] 11 Jill 11 11 If 11 111 1111 11 1111 11 ill 1111 11 1111 11 1111 11 Il 11 11 111 11 11 IT 11 11 11 11 IT 11 11 IT 11 11 IT 11 11111 1 Il (1,1111111 1N T�1 11 IT lI 111 11 11 It - - - - 11 111111 111111 If IT 11 Il 1111 11 lul 1.11111 111 11 11 1111 1111 11 1111 11 11 11 11 fLjI 1141 111111 1111 11111111 MI - 1 IT Q ° - - - - - - - - - - - - - - - - - a - ua LU 7T7171 I 1111 11 if 11 1 IT 11 11 IT 11 111 11 IIITII IIITII IIITII 111111 111111 11111 IT 11 1 11 IT 11 1111 11 11 11 11 IT 11 11 11 11 1111 11 1111 11 11 It 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111 11 IT 11 It 11 11 IT 11 11111 11 1 1 1 11 11 If 1111 111 11 11 Q 1111 11 IT 11 11 IT 11 IT 11 1111 tu 1 111111 11 1111 11 IT 11 11 If 11 11 IT 11 11 IT 11 111111 It IT 11 11 IT 11 11 IT IT 11 11 IT 11 1111 11 HITT 111111 111 11 11 1111 11 IT 11 11 11 11 11 I J�# 11 11 IT 11 11 If 11 11 IT 11 1111 11 1111 11 1111 11 1111 11 11 IT 1 11 11 IT 11 11 IT 11 11 1 11 11 it it IT 11 It IT 11 1 IT 11 111 1 11 11 IT 11 111111 11 If I 'I if il 11 IT 11 11 IT 11 11 IT 11 11 IT 11 IIITIi 111111 11111111 11 IIII it till II [it Til Will IIITII IIITII Till �PIIIJIHTII III IT II II IT I 11 IT 11 it IT 11 IT 11 111111 111111 Il ua 111 11 111 j TH 11 111111111111 T 11 11 11 IT 11 11 1 1 111111 IIITII IIITII WITH Will I I I IL, Hill Ill 11 Till 11 11111 111111 11IT111 i� 1=�--�j IL—JI ILTI- I I I 1A I I I HIM FF � v tu rr te�\ m O L V Lu z Z <V_ Ow REAR F-LF-\/A'T'I Oil ° � }- � � � O Z SCALE: 1/4 - I ft Q z0 w !L > Q� m0 � o � } � � 6o �-< 6 < ° X cl Ill 111111 IIITIl Ill ep 11111 11 It 11 11 IT 11 1 I IT II i If 111111 111111 Mill '' �. SI♦1 � rZ }q z S 8 ` 'pryrrtlt_- f, DE: _IVERED CBCT 0 B 2021 0 o = o U! r 8 O O OL Ill Mill 111111 11I� to - - 42- -- - - - - t2- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � t�- Q �0 - - - —14 4 r— 12 m d_ 4(— —14 O U — O z O 0 � vo O ® E3E3 � EEI ® M ® Qr OL p z ® ® ® El 1:1 ® 00 '� ° � da OL 0 tu w IL IL I O � m O DATE: OCTOBER 2021 SIDE ELE1/AT I ON. S I IAF- F-LF-YAT I ON, SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR $ 51DE ELEVATIONS DRAWING NUMBER A - 2 m 2x8 [UG35] P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER Z 1/2"(P x 4" GALV. LAG 5GREW5 AT 16' O.G. STAGGERED STRIP FOR EAVES LESS THAN 20' ABOVE GRADE [R507.2] [Rg05.2.6] O '15'45" No. 15 ASPHALT FELT UNDERLAYMENT[RG05.1.1] V _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 Z V 42--b" 2-O' BITUMEND GE SHIELD BARRIER [R90ERINO �1.2] O 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 1 I 1 14'-10" Ib'-2" 4'-6" 5'-6" 14'-0" 6'-b" 12'-0" 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES a V 1 I- _ _ _ _ _ _ 1/2" STRUCTURAL PANEL SHEATHING [R803.2] LL A I P.G. FTG DECK LATERAL CONNECTION [R501A.2] R-3q GLO5ED-GELL SPRAY FOAM(SPF) INSULATION Q 51MF50N DTT2 ijj W A-8 - - - INSTALL IAW Mi NUFACTURER'S SPECIFICATIONS I- (TYPIGAL-2) SOLID WOOD BLOCKING z _- EGRESS HINDOW WELL - - - - - - �� (2) 2x8 P.T. GDR - - - - - - 8" CONCRETE STEM WALL ON (V - L - _J I- 16" x 8" P.G. FOOTING W _ _ I U- o DECK 8 I I PROVIDE FALL PROTECTION F- BASEMENT ENTRANCE STAIRS r in V:8 - - - I (lYP-3) GEILING JOIST < A " REINFORCED CONCRETE RETAINING WALL I I I �' p.• � ABOVE dJ, I / DRIP EDGE [Rg05.2.8.5] Q d) 43 #4 REBAR AT 12 ON-CENTER EACH WAY m I I I I m STANDARD HOOK AND LAP INTO 16" x ,5" P.G. J LQ - J L_ - - N Q - - - J LQ - J L - - - `J FOOTING. 2" MIN REBAR COVER �- _ - - - - - - - - - - - - - 1x8 WOOD FASCIA - i - - - - - - - I/2" GYPSUM WALLBOARD ! � _ SOFFIT VENT - - - - - DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID 7/e R I _ - - - - - - - - - - - - - - - - - - - - - - - - - I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ! INSULATION TO WOOD FRAMING PER N - - - - - -- - - - - - - - - - - - - J I- 2836 CASEMENT o 2836 CASEMENT, - A5 WATER HEATER I I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND EGRESS WINDOW EGRESS WINDOW A. O. SMITH Hly I i AREAS AND TO RE515T A MINIMUM 28 psf "51E - O ! SUCTION LOAD (EXPOSURE B) OR 40 psf 6PVT 50 200" HI [R 11.7 8] APAG = 50 gal I I i , (EXPOSURE C). p EMERGENGY ESCAPE � -7 � (2)-1.15 11.875 LVL GDR I i z N 1 R SE S - RESCUE OPENING [R310] (EN61 EKED DESIGN) - -- - - - - - - - � r - - - -i x r - - - -1 r - - - -! r - - - -1 IL- - 3°be I I N I _ I I i I I I 1 (�PLASTIC HOU5EWRAP INSTALLED UNDER FOAM D_ _� _ INSULATION. INSTALL AND TAPE ALL SEAMS PER _ __ _ J 8'-3" I I 8'-3" I I 8-3 I I 8-3 I I 8'-O - 2x4 HALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R?03.2]- - - - - - - - - - - - - - - - - - - - - - - -� R-ISUNFAGEDFIBEROLA55BATT INSULATION -I L - - - J L - - - J I L - - - J L - - -czm_�� y I I :p R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O 2x8 PLATFORM I �' 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ r ---I GAP-HEAD NAILS WITH A MINIMUM 3/4" 5T IN SECOND o' BASEMENT I I R-13 2 CLOSED-CELL SPF INSULATION ! i I 4 P.G. SLAB " ]PENETRATION;Irb" ESPACED 12 O.G. PERIMETER AND NOTE: o N _ FLOOR PLATFORM(ALSO AT RIM I- NOT SHOWN)J I/2" STRUCTURAL PANEL SHEATHINGQ HOLDDOWNS ARE 00-I I rJ I I I NOT REQUIRED FOR Q I i 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE wz , THIS PROJECT. �i I 2x BAND JOISTmLU I I I IoL� ''10 0 I I I CD x w I I 2x6 PRESERVATIVE TREATED SILL [UG2] IL iv I I Q O I I N W I I i'-bw FLOOR JOISTS N I I Q Q I I I I, a - ^Y .. I P05T ( I COPPER TERMITE SHIELD m I I (2)-I.'i5x11.8�5 LVL GDR Q I ABOVE I , OVER SILL SEAL a Q I I 1 (ENGINEERED DESIGN) - - - - - tL DOUBLE FRAME r - I I r - - - r - - - r - -i- 'I I EXTEND SIDING TO WITHIN 12" OF FINAL O I I AT STAIRS i WOOD SILL PLATE TO FOUNDATION ANGHORAGE GRADE FOR H15TORIG DISTRICTS Q I I I I I I I I I _ I I _ I I - I �? [R403.1.6] _ I UNEXCAVATED ---�-"t- "I- --'-I- -' ( In MINIMUM Y2" dla. ANCHOR BOLTS SPACED NOT in I GREATER THAN b FEET ON-CENTER EMBEDDED ((� NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE tJ BEAM POGKET L - - J L - - J L - - J - 1_ j I(TYP-6) I I I- I I CELLS OF CONCRETE MASONRY UNITS. THE Z 7'-6" BOLTS SHALL BE OF THE WIDTH OF LOCATED E PLATEIN THE IDALE THIRD UT AND " (� WASHER SHALL BE TIGHTENED ON EACH ANCHOR E- � +�- BOLT. THERE SHALL BE NOT FEWER THAN TWO z LIN t- 3-I/2"� 5TL COLUMN 3-I/2"cD 5TL COLUMN 1 �l I 3-8' BOLTS PER PLATE SECTION WITH ONE BOLT (L (nLH om m U O Z 4"x12"xl/2" TOP PLATE in 4"x12"xl/2" TOP PLATE 17-1 z L - - - LOCATED NOT MORE THAN 12 INCHES OR LESS Z n v lJ-J V Z W Z zW I I 12"x12"x3/4" BASE PLATE - 12 x12 x3/4' BASE PLATE I THAN SEVEN BOLT DIAMETERS (3.5') FROM EACH 1L_ J5 zp, I I ON 4'-O" x 4'-0" x 14" DEEP P.G. FTG. LLL 6 ON 3'-O"x3'-O"x12" DEEP P.G. FTG. ( �Q I I END OF THE PLATE SECTION. WALLS 24 INCHES p�p lu •• } IL O Z W �0 I O O w/(6)-#4 REBAR EACH WAY O w/(3)-#4 REBAR EACH WAY POST I x� z O _ TOTAL LENGTH OR SHORTER SHALL HAVE NOT T�0 Q z ` I=OL I I 3 COVER FROM BOTTOM x (TYPICAL-10) ABOVE Q I -I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE (� - i-- O Z Q O 0 z I I CENTER THIRD OF THE PLATE SECTION AND Q I ( IO" POURED CONCRETE FOUNDATION STEM WALL N (2)-1.75x11.875 LVL GDR m p Q I I I I I I SHALL BE ATTACHED TO ADJACENT WALL to u�m vQ IL Z Z UPON 24 x 12 Ht CONTINUOUS P.G. FOOTING (ENGINEERED DES(GN) I U I I I I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q U ry v v z w ILd MINIMUM 3-O BELOW GRADE r - - -1 r - - - -1 a `w� wIQ� ¢- y-Q (�/ _j lO~ I I - - - - - - - - -_ - - - - I I I I I � I I I O _ I TABLER6o2.3(I). > QOdJa �W !x i� <=1 1� p�[ < --- -- -sem -- ;I -- - W °o Uww_pt ��u,lu > p< Q I I �� _�- �- _ R-II BASEMENT WALL BLANKET INSULATION N .: O 7 w 0. Q P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL ►U O O y ++� i / Q 0 - - - - - - - - LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS f��O �0 O Z I L I L - - - J L - -I- J J ( HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR a j� (Y �Q - - - - - - - - - - - - -� I f L - - WITHIN 12 INCHES OF THE TOP OF WALL STORY AND IL IL O O L - - - - - - - - - - - I m I I POST I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Q N Z _ DECK 2x8 [UG3B] P.T. LEDGER ABOVE y - Q STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(I)) O O z - - - - - - - - - - - - - - - - - - -- - - - - - - - - - O I ABOVE I 11/2"(Px4" GALV. LAO 5GREW5AT16" O.C. I Q I I - EXPANSION JOINT rdJ -7 o N I I STAGGERED [R507.q] I I I O n - - - - - - - - - - - - - - - - - + -+ x I I I tNx-� I i 4" P.G. FLOOR SLAB L - - - - - - - -- - - - - - -I m - - - - J POURED CONCRETE FOOTING ON UNDISTURBED 501L [R403.1] �'' r"r• �w ' _ _ I _� o I "lfwew. t.° 6 MIL POLYETHYLENE FILM "'w _•9 R�µ'F f � ^� (2)-2x10 P.T. GDR l�� *--Jl - - - - - - - - - - - - - - - - - - - - CONTINUOUS UNDER STEMWALL 1 L - - - - - P.G. FTG - - - - TYi�IGAL NALL SECTION 11'-4° SCALE. NT5 A-811 DE1:IVER�O OCT 0 8 2021 2" 2" J r O O d) 22'-10" 7'-2" 13'-O" 10'-O" 22'-0" 75'-O" t �0 tL � 1 4"x4" [UG4B] PRESERVATIVE TREATED P057 WITH GALV. METAL POST BASE ANCHOR ON O O m 12"(P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON cj Z ND 24" x 24" x 12" DEEP P.G. FOOTING WITH(2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM Q MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) O (ENGINEERED DE51OWd- FOuNI�ATI ON PLAN - SCALE: 1/4" = 1 ft �Q IL Z LL STRUCTURAL DEVON NOTE ] 11-11 NIiNDOW AND DOOR SCHEDULE In accordance with the 2020 RGNYS; structural ILL t- 3-7 elements such as engineered wood, steel and x � < -1 No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: F- N A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and v w B PELLA 250 SERIES 3-0�3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3116" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design -1 LU D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 31 1/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions Of the 2020 RGNYS IL H O E PELLA 250 SERIES 2-0!3-0 19 114"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON a F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed In accordance with 0 G PELLA 250 SERIES 4-04-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sq 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG NDS-2018 with 2018 supplement. m H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON I PELLA 250 SERIES 2-8'3-6 27 1/4"x 37 114" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS, ARGON(BASEMENT) 5truGturol elements such as Halls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf 150 sq 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and DATE: OCTOBER 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sq CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL UNSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 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 NIA AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with A50E '7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS(-sf] 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 ." yA == 5 m Z O r' V O 31'-0" 42'49" 21-011 i L CLOSED-CELL SPF 6-4" 10'-8" 14'-b" W MAJESTIC QUARTZ 32 DIRECT VENT GAS FIREPLACE. Z INSULATE 8 AIR-SEAL ALL A WALLS,GEILING AND FLOOR OF O I THE CHASE. IN51DE WALL GYPSUM BOARD WOOD STEPS SURFACES SHALL BE A_a .. CONTINUOUS BEAD OF 5HEETROGKED AND TAPED. d SEALANT 14'-0" WALL SHIELD AND CEILING GYPSUM BOARD _ DECK FIRESTOPS SHALL BE CAULKED WITH CAULK HAVING A 300° F i, �Q 5/4x6 DEGKINS MINIMUM CONTINUOUS EXPOSURE # ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.51 (2)-1.75 x 14 LVL HDR RATINS. COAXIAL VENT HAS INSTALL 2"(P VERTICAL SCHEDULE 80 PVG CONDUIT Q OUTSIDE COMBUSTION AIR s CONTINUOUS BEAD OF THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU05 G N 15' ± LONG WALL LINE ABOVE INTAKE. i SEALANT OR GAPS AT EACH TERMINUS [E3802.3.2 1 O2x6 GJ O O O :) 1 CONTINUOUS MINIMAL 4040 F- 16" O.C. O C1050 —� i EXPANDING FOAM AT WINDOW i___----_I UNIT PERIMETER I I I 13°610 SL 6°610 SLDR 3°b1O 5L l i ® i_-_-i (2)-1.75 x 11.875 LVL DR 36 GUARD [R312.1] I I DW i I I U l -------------------------------- -------- k -- -- -- -- WINDOW UNIT I _ ____�_______�__ , —i o f I o 1 t + �----------------------------------------- (2)-1.75 x 11.875 LVL FLUSH HDR Ii `9 i Ix i I I V o I) I N `fl N `o 1z I I � — = I I x .o I � I BASEMENT ENTRANCE i I N II �3 I WALL LINE ABOVE ' v DOWN -> 1 i KITCHEN I -a NOTE: Cl'-O" CEILING HEIGHT it r—-- --+ 1 ------------------� CONTINUOUS MINIMAL _ �I THROUGHOUT FIRST STORY zip I1 (2)-I.?5x11.875 LVL FL HDR I� PL TE Ht. " A F LA . q'-I" ASF I Ii EXPANDING FOAM AT WINDOW -- 1 -I --------------------- z LI`-------� SIL------- UNIT PERIMETER --r F—-- (2)-1.75 x 11.875 LVL FLUSH HDR I Q 1(2)-2x10 HDRI -a 1(2)-2x10 HDR11 23'-4 1/2" - T-O 1/2" ® I m o LU Q I I }11 I j cv I �W r---- — �1 I Q - -� m p 1) I I W 1z cc (cl: y cp —L I I® �9 5ANDWIGH FJ BETWEEN (4) RR I _ �� i I I ~ � ) r FAMILY ROOM - " i USE (3)-3/4 x 12 THROUGH BOLTS I } -- c\v I i z O o I I 2x6 GJ I CONTINUOUS BEAD OF AT CONNECTION I = -� I I p = IL x p I SEALANT ---------------� .0 � I I 1- I I O r`n :n I 16. o.c. tQ -ni I _ I 4'-3" _ -? I 1� r-1, WOOD 5HEATHINS UNDER xl �I Q l4 1 X11 I ° PLYWOOD SHEATHING UNDER Q "1 I _ I__J I' 1 _ x l I GYPSUM BOARD FOR W5P I} I I 1 I— z ____ _ _ I DOUBLE LVL HDR 1 �o -I tl. GYPSUM BOARD FOR HSP �( I � ( � L- __ __ GYPSUM BOARD BRACED WALL LINE I l r. �N i= tY l I Q r 1 I I x BRACED WALL LINE _ O + N Q v GARAGE --- '-- Q; F -�-'� i i 1 Pro I TEGHNOLOSIE5 ml l ry CONTINUOUS BEAD OF cv I L I 5" P.G. SLAB x 1' 3 1/2 - I I I MODEL T-t05 i 1 SMOKE 4 G.O. 9 I I 3 ADHESIVE NI O 1 x PITCHED TO DOOR j1u� �_ Q ---- ' I PROGRAMMABLE 1 TYP) ~ I I (2)-1.75 x 11.875 LVL FJ , ((�� GONTINUOUS BEAD OF i N / ilr, r THERMOSTAT U 1 ^I I - § POST I C 0 r I I ^� SEALANT iv I WALL LINE ABOVE—I 287° o �_ 25 cfm CONT. I DN PDN o I SELF-GLO5ING 20-min i N 281 TO ERV 1 7" x 7" P5L COLUMN -- _. m I F.R. DOOR [R302.5.1] 11 (F2)-LHSHDR 875 LVL m [MI505.4] iU GL i LN 287 1-1 2" GLO5ED-GELL 5PF I I 4x4 - Q I t 4 N b'- 2'-1" 4'-8" V / Z x - t � _______________J - I' POST I I --2 6 GJ `�i : -� �— - -- --- 1.875 LVL F-- -- -- -- -- -- u I 16" o N (3)-1.75 x 16 LVL DROP HDR -- t x 134' t LONS L `�I �\\--------------- ----- �� -- - -- BATH J-K- -- -- - -- -- -- -- - - N I - N (ENGINEERED DE51GN) dJ 3' I" I i o �t = t' ' V U) - J L_1 1~U `� (11 F ---------------i INTERIOR GARAGE WALLS: Ii �1� PLY�kdOOD SHEATHING UNDE � 0 CONTINUOUS BEAD O I R-IS BATT INSULATION u-11 Otk-5UM BOARD FOR W515 - - - I SEALANT rn 2.�o r I 11 20 cfm CONT. } _j �f �1 z QL I Y2" SYPSUM BOARD I G I �BRAGED WALL LINE (2)-2x10 DOOR HE ER — — -1 is O z W I I � I - J } t � � N dJ I I TO ERV m -_ Z SYPSUM BOARD I I I cs o -ill �� i� IN BEARING WALLS AS SHOWN - I [MI505.4] ,- Q GARAGE CEILING: �' L_ _ (� t- O _ p _ Q I �o O dl Y2" GYPSUM BOARD �_ i1� 0 I m 2ti FOYER N (TYPICAL-4) cv z 't t �Z Z l I [TABLE R302.6] j I I- -I I OPEN TO ABOVE o ' J�J A- r O - I I m 2'- 1/ - I I 1z < 111 dJ W iv c01 I o I ° d x 1 �� Po5 LI! F I N iL > IX x O ,I 1z PL SYPSUM BOARD5HEATHIN ORrWSP 2"7 DINING ROOM I �� \�� DOUBLE LVL HDRI l� - m a < CONTINUOUS BEAD OF N I MASTER BR SUITE I DN -� SEALANT I BRACED WALL LINE it m Ali �� -- -—------— O a O > < N Q ii c, 3 1/2" 12'-5" u� .N 11 �� 10'-3 I/2" `� O 'd (� ;) CONTINUOUS MINIMAL � I -� (2)-1.75 x 11.875 LVL FJ _ ' EXPANDING FOAM AT WINDOW I I v UNDER SECOND STORY WALL < Q UNIT PERIMETER I T DR PLYWOOD 5HEATHING UNDER I N HEAT DETECTOR in II 7'-4 GYPSUM BOARD FOR HSP ABOVE SHOWER I BRACED WALL LINE I�/ - ------- m \� '= WALL LINE m WINDOW UNIT(OR ----------- I N F 3°T°/(2)-I°7° 5L _ WEATHER-PROOF DOOR) ELEG. PANEL 22'-1" j TYPICAL BEARING WALL (SHADED) m (2)-1.75 x 11.815 LVL FLUSH HDR POST DN N 1 P = WALL LINE ABOVE m N O3050 05050 (2)-1.75 x 11.875 LVL HDR 2x - D v CONTINUOUS MINIMAL O g050 PORCH `� ,; , o ��'' �' �`!,t` ' �;,•, EXPANDING FOAM AT WINDOW 20 cfm CONT. o I 2470f `• p ,e UNIT PERIMETER TO ERV a, 5/4x6 DECKING W.I.G. '#��•� •'"' r�I f ,. N - 3 I/2 �,. ,. ,. PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR [MI505.4] 3 I/2 '�, . FUTURE SOLAR ELECTRIC INSTALLATION [TI05A] 14'-5" 6'-8 I/2" 7" x T' FIN115HED COLUMN PLATE Ht. 8'-5" ASF PLATE Ht. Cl'-)" ASF 6x6 P.T. Pc05T (TYP-3) (2)-1.75 x 11.875 LVL HDR ::•d ib _�" CONTINUOUS BEAD OFW, 7 'Yew• •f�b,;,M' -,�. I SEALANT --- -(2)-2x12 P.T. HDR -- - qo5° WOOD STEPS DE1,IVERED OCT 0 4 2021 II i' GYPSUM BOARD !! - CONTINUOUS BEAD OF 6'-4" 10'-O" 6'-4" 6'-6" 6'-6" T-6" 14'-6" ADHESIVE CONTINUOUS BEAD OF 22_a 7'-4" 13'-O" 10'-0" 22'-O" o s SEALANT d) • U�jl t- - 2" CLOSED-GELL 5d'F t- °o O � r'• o O V to CONTINUOUS SILL SEALER - r"."':, FULL WIDTH OF SILL 0 � w FOUNDATION WALL o (� — tY Q W O CONCRETE SLAB F I RST FLOOR PLAN, to � STRUCTURAL DESIGN NOTE II•I SCALE: 1/4" = I ft In accordance with the 2020 RCN1'5; structural <<OL 777 �- Z elements such as engineered wood, steel and steel/wood composite columns, beams, headers and Q �j OL i girders that: I) resist gravity loads, and v w � Y tL < �W O 2) are not contained In the prescriptiwe design p provisions of the 2020 ROWS II NOTE: IT 15 THE INTENT TO PROVIDE FOR A CONTINUOUS A;IR BARRIER ALIGNED WITH THE THERMAL ENVELOPE. THIS DETAIL SHOWS were designed in accordance with � O TYPICAL METHODS OF AIR-SEALING U51NS AN51/AWG NDS-2018 With 2018 supplement. p m J VARIOUS BUILDING ELEMENTS,APPROVED Structural elements such as walls and fenestration ADHESIVES AND SEALANTS. FRAMING CONFIGURATIONS NOT SHOWN, SUCH AS CANTILEVERS AND STAIRWELLS,SHALL BE that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED WITH THE DATE: OCTOBER 2021 I) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptiwe design FIRST FLOOR provisions of the 2020 RGNYS PLAN I CS L( I`�� DETAILS were designed in accordance with ASCE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4 - I ft where such elements occur in the plans, they are _ annotated "ENGINEERED DEVON." A === 4 D A A-8 Z H V 4q'-10" Z 12'-8" 3'-O" 1'-4" 3'-4" Q V i 3-q 3/4n 14-2 I/4" -8" 3-8 1L IL------------i A I .. ►1J I I ►11 I I Z I I I I I I QI I ( I I I -------------------------I------------------------------------ —L----- # 1 WALL LINE BELOW O 1 6452 HAZARD GLAZING [R308.4] O I I O I I O 2x6 GJ AT 16" o.c. 404 G x I �p I ` 4°4° PIG I I r------------------------------------------ -- __(2)-1.15 x 11.875 LVL FL HDR -------------- - -- __ M BATH ., ----, (y I 1'-O I/2" (ENGINC--FRED DESIGN) m 8'-O" G Ht J 1 I DOUBLE WALL STUDS �I I BEDROOM 4 Q 31-3111 " o b'-q" 3h. , E in I - 2x8 PLATFORM I W.I.G. - 8'-0" G Ht t3pO I 1 - Q 20 cfm CONT. 7 ;n I cv m BATH I I < TO ERV X 1Z [M1505,41 I I NF------' 0 1 2468 I -1 X 5'-10° m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] LENNOX HEALTHY CLIMATE ERV5-115-TPD ENERGY RECOVERY VENTILATOR 1 4'-0" -I I- 20 cfm GOVT. 4'-2 1/2" f- l _ INSTALL ERV UNIT IN CONDITIONED ATTIC. Pro I TECHNOLOGIES I I TO ERY Q in, z1 [MI505.4] tV N -� MODEL T705 1 p � DUGT5 SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. PROGRAMMABLEom m 1p THERMOSTAT 28? ---_-----I m N 1 cv I SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. I $_ ------r-- 2`7° 20T° --- 1 I = N LIN 1 36" GUARD[R312.1] _ _ _ W / I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUT51DE: 6" dia. DUCTS !; Q m — —1 4-lo r -1 N CD 28.10 �� SLOPED CEILING i I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL c15P01 1 e� 1 ® A.C. f�TURN -------------------------------- I --- 1 HVAC EQUIPMENT IN ATTIC �— — —� ( / `� m SMOKE 4 G.O. HALL I I p N m (2)-2x10 DOOR HEADER 1 1 I FRESH AIR TO IN51DE DIFFUSER IN HALLWAY: 6" dlo. DUCT GAS OR PROPANE FURNACE: LENNOX ELIg6UHOlOXE36B SLOPED x DETECTOR(TYP) I I �_ _ _ � IN SEARING WALLS AS SHOWN p m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. 1 CLASS IV DIRECT VENTED TO OUTSIDE;AHRI 20184c1510 GEILIN� le- _ (TYPIGAL-5) I I I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 I HEATING GAP: 64000 Stuh;AFUE = qb.l ---(_2)-1.15x11.815 LVL FLUSH HDR __ POST UP__ -- `Z I I N _ __ ALL DUGT5 INSULATED TO R-4.2 I - - -�` ue -- INDOOR COIL: LENNOX GH35-30B+TDR I 287° BEARING WALL 2a70 (ENGINEERED DESIGN) l TRIPLE GJ UNDER POST I d RIGID IN5UL SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: 1 I _ tV l �- - -� I -7 1 I m OUTDOOR UNIT: LENNOX MLI4XG1-036-230G;AHRI EER = 16g0 ON ATTIC 1 " � I S � / I - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM I COOLING GAP: 34800 Btuh;SEER = 15.10 AGOE55 DOOR 12 x 12 AIR 36 GUARD[R312.1] I X v I I INSTALL IAN MANUFACTURER'S SPECIFICATIONS I z TRANSFER GRILL 1() l / I 1 I AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. .L- OO I 2e4a 0 ()I LAUNDRY IN CEILING z 1 �— — —� 1 z i - wl 1ul 1 I 1� 1 1 1 MASTER BR SUITE 2 l v 1 I LU m w I `? 1•- Q I q' Ht TRAY CEILING 1 I Q W•I•G• (� DRYER EXHAWST p Q ;n w I I 1 1 1 V m Z rZ 0 1 I p 1 I l-1-.1 V Z� u-1 — DRYE WASHER OPEN TO BELOW I i 1 111 N I j I- _ .p N I 2x8 GJ AT 16" o.c. I N I v m Z �� Ozw 1 BEDROOM 3 12° ABOVE PLATE I ' — Z w 1 i 6'-0 1/2" 8'-O' G Ht v m_ 3 1/2 3 1�2' I o o I LLAJ t'�' N t1 O Z 14'-5.. I 2 3 I lK �1 O Z Z 1 I ----------- I 4 r o w 1 1 iv DOUBLE WALL STUDS 1 1 3 I/2" I < > !tJ d� ® Q I 1 (2)-2x10 HDR � od 1 - I N m (X a�J d I I 1 O> QQ 2610 12'-5" 5'042 EYEBROW PIG J--------------------------- --- l 1 Q SLOPED CEILING rn �� I Q I I (2)-1.15 x 11.815 LVL HDR dJ / ` WALL LINE BELOW f (ENGINEERED DE516N) N m 1 a 2 I L------------------------------------------------------------i d� E 2x6 GJ AT 16" o.c. 6 5 1 �J LH PLATE HEIGHT I j O 6452 1'-5" ABOVE SUBFl 100R f 1 I I I I I I I I I AIR SEAL I NO NOTES TABLE R442.4.1.1 -2a2� i L------------------------WALL LINE BELOW ---jT c�.'e�r;1s`�EA�;es0,�!��ryJ'F) AIR BARRIER AND INSULATION ------------------------ ----------------------------- d:��M-• ;as.9 �. ` ,�t�� . INSTALLATION ------ r COMPONENT AIR BARRIER CRITERIA CRITERIA I ------------------------------ A ------------- INSULATION INSTALLATION ---------------- A continuous air barrier shall be installed in the I I ' �Sr L- building envelope. ----------------------------J 1 _ Air-permeable insulation shall not be used as r General requirements The exterior thermal envelope contains a -71-61 a sealing material. r r r. continuous airbarrier. 1-b - 2'-6 3-O Ca Breaks or'oints in the airbarrier shall be sealed. DE4,V I RED OCT O o 2 21 The airbarrier in any dropped ceiling/soffit shall be 6'-4" 13'-O" 10'-O" 15'-O" 5'-b" aligned with the insulation and any gaps In the air The insulation in any dropped ceiling/soffit Ceiling/attic barrier shall be sealed. shall be aligned with the air barrier. 4Q'-10" 0 Access openings,drop down stairs or knee wall -1 t- doors to unconditioned attics aces shall be sealed. Q Cavities within corners and headers of frame The junction of the foundation and sill plate shall be wails shall be insulated by completely filling sealed. the cavity with a material having a thermal r resistance of R-3 per Inch minimum. Walls The junction of the top plate and the top of exterior A SECOND FLOOR PLANND LL walls shall be sealed. Extenorthermal envelope insulation for SCALE: I/4" = I ft , r tram ed walls shall be installed in substantial A-8 Knee walls shall be sealed. contact and continuous alignment with the air Q Z barrier. Q 0 Windows,skylights and doors The space between window/doorjambs and ~ framingi,and skylights and framing shall be sealed. fn Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floor Pram ing cavity insulation shall be installed to maintain perm anent contact with the underside of subfloor decking. �+ Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor tram Ing cavity insulation O Z N ora 'ss. edge of insulation. shall be in contact with the top side of X and floors above Q g g sheathing orcontinuous insulation installed SOLAR-READY O on the underside of floor framing; and CERTIFICATE extending from the bottom to the top of all N U U 6 erimeter floor framing members. Jp Z Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE JU lu W� Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be Incorporated features at `af pC overlapping Dints taped. permanentlyattached to the walls. the time of Initial In accordance with the 2020 RGNYS; structural < !L �--- Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood, steel and _ sealed. installation of solar steel/wood composite columns, beams, headers and < Batts to be Installed in narrow cavities shall electric. girders that: be cut to fit or narrow cavities shall be filled _ N Narrow cavities with insulation that on installation readily conforms to the available cavity space. The solar-ready roof o 1) resist gravity loads, and v W Garage separation Air sealing shall be provided between the garage zone is shown on this Y Z) and conditioned spaces. constructionIan exeer t Recessed light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained in the prescriptive design Q IU and Is free of provisions of the 2020 RGNYS Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight L u IFI- GO UI obstructions that would O UIT O surface. and IC rated. N•� � In exterior walls,batt insulation shall be cut ❑ InT limit placement of solar were designed in accordance with O neatlyto fit around wiring and plumbing or anels. F (� Plumbing and wiring Insulation that on installation,readily p ANSI/AWG NDS-2018 with 2018 supplement. Q conforms to available space,shall extend Plast --1 behind i ingandwirin . electric conduit for future Structural elements such as walls and fenestration The airbarrier installed atexterlorwalis adjacent to electric whin has been Showerltub on exterior wall showers and tubs shall separate the wall from the Exteriorwalls adjacentto showers and tubs �' g that: shower or tub shall be insulated. installed through walls at The airbarrier shall be installed behind electrical CONDUIT the locations shown to DATE: OCTOBER 2021 Electrical/phone box on exterior walls and cornmunicatlon boxes. Alternatively,air-sealed facilitate the Installation I) resist wind loads, and boxes shall be installed. ' ' ' HVAC supply and return register boots that of wiring between the HVAC register boots penetrate building thermal envelope shall be Sealed electric service panel And 2) are not contained In the prescriptive design 2nd FLOOR g to the ate buil ,wall covering envelope ceiling penetrated roof mounted solar SOLAR-READY provisions of the 2020 RGNI''S PLAN or ROOF ZONES by the boot. panels. Where required to be sealed,concealed fire g were esi ned in accordance with ASCE 7-16 wind sprinklers shall only be sealed in a mannerthat is provisions and acceptable engineering practice. Concealed sprinklers recommended bythe manufacturer. Caulking or ® � E= 111=11 ,, ® DRAWING NUMBER other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkiercover plates and walls annotated "ENGINEERED Dr=VeN." A == 5 or celiini s. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] z O BWL A BWL B BWL G BWL D BWL E BWL E F- 8'-6" Ji BWL I ----,-- ---------- 12'-2" W m ) # BWL 2 -= ---I --�-- ----- / -- --- -- 4'4o" II'-2" BRACED WALL PANEL CALCULATIONS - - Wind Adjustment Factors -Table R602.10.3(2) (p.181) N N Upper Story O m 2'-0. Numbered Lettered Wall Lines Wali Lines Comment " _ Exposure Category 1.00 1.00 Exposure B; 2-Sty BWL 3 -- - --- --------- -- RoofEave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only Story Height 0.93 0.93 Number of Braced Wall Lines 1.30 1.60 3, 6 Additional 800 Ib Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 NIA Wind Factor Total 1.185 1.458 Braced Wall Bracing Braced Wall 140 mph Wind Factor Total Bracing Line Method Line Spacing Required Total Required Length Status SECOND STORY" BNL FLAN (ft) Bracing (ft) Bracing Provided (ft) 1 WSP 10.75 3.19 1.185 3.78 25.19 OK SCALE: 3/16" = I ft 2 GB 12.33 6.55 1.185 7.76 52.69 OK nZ/ V 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK O- A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK r�� B GB 10.58 5.76 1.458 8.40 17.67 OK 1 V z i W z C GB 12.00 6.40 1.458 9.33 23.00 OK z z < w D GB 12.50 6.63 1.458 9.67 25.42 OK (n \ - d� z W E GB 9.58 5.50 1.458 8.02 17.83 OK ttauu v r o Q F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK Q pQ W ®w BWL G BWL H BWL I BWL K A- O O1 } 0Q 22'-5" 8'-7" 43'-G" Wind Adjustment Factors -Table R602.10.3(2) (p.187) n/ Q per 1 < - - 4 <I Lower Story O X z Q Garage Garage Dwelling Dwelling Numbered Lettered Numbered Lettered Comment 10 Exposure Category 1.00 1.00 1.00 1.00 Exposure B X z I I I Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling I Story Height 0.98 0.98 1.01 1.01 9'-8" Gar; 10'-2" Dwelling 41-411 -� 3-I I 6-6 I Number -y i I ' ofBraced Wall Lines 1.00 1.00 1.60 1.45 2, 2 AR' S 4 Dwellingg Additional 800 ib Hold Down 1.00 1.00 1.00 1.00 N/ABWL 4 -- ' Gypsum Board Fastening 1.00 1.00 1.00 1.00 NIA Wind Factor Total( 0.970 0.970 1.6001.450 Braced Wall 130 mph Total Bracing Braced Wall Bracing Wind Factor �4 .}� Line Spacing Required Required Length StatusLine Method Total BwL 5 Bracing < (ft) Bracing Provided (ft} Garage 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK r 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK - --.-._ ;1' --`- NC BWL J DEIUERED OCT 0 2021 __ _. UNDER WA G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK _ I P 00 SHE TH I LLBOARD PLYWOOD 5HEATHING H WSP 22.42 5.48 0.970 5.32 6.00 OK PLYWOOD 5HEATHING `� ;. ; ' UNDER WALLBOARD ' UNDER WALLBOARD ----- - ' ( Dwe I I i n g O J -- I 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK O i' -011 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK p `i r/ 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK dJ BWL 6 - -- - ---- - 1.600 12.99 13.00 OK 13 13 r 8 CS WSP 20 33 8 12 - �... . I' H WSP 8.58 5.00 1.450 7.25 15.58 OK p z i g9 '2, I GS-WSP 20.42 11.73 1.450 17.01 29.08 OK p N J CS-WSP 21.85 12.52 1.450 18.15 20.42 OK Q PLYWOOD SHEATHING PLYWOOD 5HEATHIN6 K CS-WSP 32.75 18.38 1.450 26.65 35.67 OK ` UNDER WALLBOARD v - � UNDER WALLBOARD ,, �•, � , � O� � - PLYWOOD 5HEATHING I UNDER WALLBOARD p z 0 W ' LL ILI - I Z d BHL --- --- ------- -T 4'-10" '-O" 4'-10" VW I I V IL o � � � 1- ' , BWL 8 - -------- - ---- tt d) DATE: OCTOBER 2021 22'-0" WALL BRAG I N6 PLAN FIRST STOR"r E3V4L FLAN DRAWING NUMBER SCALE: 3/16" = 1 ft m O TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS a,b,c,d,e,g GROUND SNOW LOAD (psf) z 0 20' 30 v RAFTER RAFTER a SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 120 1 28 136 LL Required number of 16d common 0W nails', per heel joint splices,d,e O 12 4 6 8 10 4 6 8 11 z 3:12 16 5 8 10 13 5 8 11 14 p 24 7 11 15 19 7 11 16 21 O ' 12 3 5 6 8 3 5 6 8 O SOLAR-READY ZONE [TIO3.3] r - - 4:12 16 4 6 8 10 4 6 8 11 - PROVIDES 36" WIDE AGGE55 PATHWAYS j j 24 5 8 12 15 5 9 12 16 # FROM EAVE TO RIDGE WHERE SHOWN }} 12 3 4 5 6 3 4 5 7[R324.6]. THE SOLAR-READY ZONE SHALL W REMAIN CLEAR OF OBSTRUCTIONS SUCH AS j 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETC, [TIO3.4] (TYPICAL-3) 24 4 7 9 12 4 7 10 13 O ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] ROOF LINE 12 3 4 4 5 3 3 4 5 INSTALL 2"(P VERTICAL 5CHEDULE 80 PVG CONDUIT THROUGH ALL WALLS TO ATTIC, WITH7:12 16 3 4 5 6 3 4 5 6 TEMPORARY PLUGS OR GAPS AT EACH TERMINUS WALL LINE . -- ---- -- --- - - ----- -- -- - -- - - - -- [E3802,3.2]. WALL LINE 24 3 5 7 9 3 1 5 1 7 9 ! u 12 3 3 4 4 3 3 3 4 ROOF BELOW ROOF BELOW 1�e tx ° ....... .........,.: ::s; _. -- - - _1'. ..-r................ i o +47 9:12 16 3 4 4 5 3 3 4 5 24 3 4 6 7 3 4 6 7 N 2x10 RR AT I6 o.c. 2x10 RR AT I6 oz. N � 12 3 3 3 3 3 3 3 3 i _.}.:. .. .._ , 12.12 \ 16 3 3 4 4 3 3 3 4 ROOF LINE o 24 3 4 4 5 3 3 4 6 WALL LINE _ foot=304.8 m pun per N Q For SI 1 inch 25 4 mm 1 m 1 pound e square foot=0.0479 kPa. a. 40d box nails shall be permitted to be substituted for 16d -- ------ i ,� e ommon nails. vv 2x6 RR b n � I r- " AT I .� . Nailing requirements shall be permitted to be reduced 25 l -- -- -- - � ! , ;! percent if nails are clinched. o ! `, ( ,� ° c. Heel joint connections are not required where the ridge is i , r supported by a load-bearing wall,header or ridge beam. -- , d ; ! d. Where intermediate support of the rafter is provided by Q AGGE55 ROOF ' „ - ' ' vertical struts or purlins to'load-bearing wall,the m !i AGGE55 ROOF -- tabulated heel joint connection requirements shall be cv J " _ permitted to be reduced proportionally to the reduction in [� �;':: � . �~ � ill i! cxv �� N � ;'�� I �i p P p Y ` span. " _..,.,._..... ........., ,4.r ,., ..,,.Nv, "i e.� I Equivalent nailing patterns are required for ceiling , �: q gp qjoist /, i t to ceiling joist lap splices. V f. Applies to roof live load of 20 sf or less. pp p z V Ll5 x 14 LVL STRUCTURAL RIDGE x � N ! i g. Tabulated heel joint connection requirements assume _ P05T RIDGE DOWN TO BEARING f. W - that ceiling joists or rafter ties are located at the bottom WALL AT 12-O ON-CENTER OR LESS {\ ;,..„.-- : POST ON 2x12 RIDGE rn I 2x12 RiDGE of the attic space. Where ceiling joists or rafter ties are U) w v } located higher in the attic,heel joint connection LU W m 40 followingrequirements irements shall be increased y the factors. Z W Z i , 1 EXTE r ND RIDGE TO W A a I BEARING WALL AT o Qz LU GARAGE ROOF BELOW 1 r ALL VAULTED HC/HR Heel Joint Connection Adjustment Factor Q } N �- O z i CEILINGS — 1/3 1.5 Z LHO Z O IL r d 1/4 1.33 < > iv ILI ®O v; , �. li . c 1/5 1.25 i� (�/ d o g Q O IX O +'� t� lY < 10 tY i p x i 1/6 1.2 O > �< � N 0 1/10 or less nn,, Q 1.11 l�- Z Q O a �s X �� y A � � where: '� 4 � X _d) HC=Height of ceiling joists or rafter ties measured verticallyZ 2x6 RR AT ib o.c. , X E above the top of the rafter support walls. I l d f HR=Height of roof ridge measured vertically above the top of X a 2x10 RR AT 16” o.c. 2x10 RR AT 16" o.c. Z the rafter support walls. WALL,LINEI `''-,..,-,,., ,,,.�..�..� -• i �� r � ,. r.......... ....... .. ;F F ...-.,.....,...,,._.,...,-7 � � 4�,•A....... �__ -- - - I z 4 2x10 RR AT I6 o.c. 2x10 RR AT 16 o.c. -. & - r: 4S 0 #a are" '•.a`�y t�•'- <�I ROOF LINEPIC, ROOF LINE ROOF BELOW +8 '` PORCH ROOF BELOW cV i j-$'�, ",r i WALL LINE I - - - --- - - DFL.VER.0 OCT 0 8 2021 ROOF LINE - - - - --- - - 2 r OZ 0 ROOF FLAN, o >- v m SCALE: I/4" = I ft O U 0 _V_ I O< IL N [a O A O STRUCTURAL DESIGN NOTE JU W D_ Z 3: � r 5 Z In accordance with the 2020 RGNY5; structural << �- elements such as engineered wood, steel andX < _1 steel/wood composite columns, beams, headers and 4 d OL girders that: I- N In Q 1) resist gravity loads, and U w_ Y !L 0 O 2) are not contained In the prescriptive design p W provisions of the 2020 RGNY5 IL H O tt dl were designed In accordance Kith m ANSI/AWG NDS-2015 with 2018 supplement. O Structural elements such as walls and fenestration that: I) resist wind loads, and DATE: OCTOBER 2021 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNY5 were designed in accordance with ASCE '1-I6 wind provisions and acceptable engineering) practice. DRAWING NUMBER where such elements occur 1n the plans, they are annotated "ENGINEERED DEVON." A ===7 m ROOF � ------------------------------------------------------------ -------------------------------- 2x EXTERIOR WALL I Z i O m i v I -- - - - - - - "'- - - I - I 6CLOSED-DELL 5PF INSULATION O STUD TO FLOOR JO15T 'J 51MP50N COIL STRAP (� ------------------{------- I-- ------------------------------------------�-4---------------------------------------------------------------t-------------------------------------------------------i (4)-8d NAILS AT EACH END O LL GEILING LAUNDRY I I I FAMILY BATH - - _ _� I - - -- - - - - - - - - - MASTER BATH - - - - I i 2x SOLID BLOCK $ AIR-SEAL BETWEEN FJ 2x RIM BOARD 0 lu > 1 >1 I I > I y I ? I ? I I I CANTILEVERED FLOOR JOIST z �_ I I � I � I �I 1 Hc, WASHER I i I I LAV. I I LAV. I LAV. I I I N I I I I 1 i 77.(6a' OSB VINYL SOFFIT TUB Ng Lu SHOWER i FLOOR JOIST TO WALL: 5IMP50N H2;(5)-8d NAILS TO FJ $ (5)-8d NAILS TO STUD I I I I I I 2x EXTERIOR WALL � - 2nd FLOOR _____ _-- _-- -----------------------------------------------------------a ALTERNATE WHERE FJ/STUD MISALIGNS: -------------- 211 W -- -- ------- 2:: W --- 3:: W-------- I-i/2" W-r--� ----------- 1--- l„�--- I-I/2" W 2" W 3" W 2" W I FLOOR J015T TO PLATES: � 2• I,y I ( G.O. 2:: W 3" W I I G.O. 2" W 3" IN I SIMPSON H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES C.O. �--o----------------- I PLATES TO STUD: __ _______________________________ ----------------------------------------------------------- j SIMPSON H2.5;(5)-5d TO PLATES, (5)-8d TO STUD GEILIN6 - - - - - - - - - - - - - - - - POWDER BATH I 2x ROOF RAFTERS AT 16" O.G. ------ � - - - - - - - - KITCHEN - - - - - - -- - - - - - I T ) - - - I USE GALV. HURRICANE TIE BETWEEN — }I >1 >T - - - - y� - - - - EVERY RAFTER AND THE ROOF BEAM DETAIL AT FLOOR 2x GEILIN6 JOISTS AT I6" O.G. V KIT SINK I I I I I CANTI LEVERS 4 SETBACKS JOIN USE ( NAILS RAFTER I I WG WG I � HEEL JOINT CONNECTION ION N R m LAV. LAV. OW I I SCALE: NTS ROOF BEAM (SEE PLAN FOSIZE) m I i U05A PRESERVATIVE TREATED A55EMBLE WITH 10-d NAILS I 12" O.G. STAGGERED ALONG LENGTH I SHOWERal 1 I I 1st FLOOR VENTED VINYL SOFFIT A 1x8 TRIM BOARD ---------- ------------------------- - ------------------------------- ----------------------------------------------------2" IN 1-1/2" W 3" W 1-1/2" W 3" W 2" W I UPLIFT 6ONNEGTION5: G518 6ALV. COIL STRAP G.O. 2" W G.O. 2" W 3" W G.O. 2: IN 3" W � USE (2) AT EACH POST, TOP $ BOTTOM I 5/4"xb" DECKING (4)-I0d NAILS AT EACH END ------------------------- ----------------------------------------- --- ------------------------------------------------ ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS GEILIN6 G.O. 4" W 4" IN " -1 )-No. 8 WOODS 5GREW5 AT —II F.A.F . 4x4 WOOD COLUMN 4 W i 4" I EACH SUPPORTING MEMBER I [��•7] RES PRESERVATIVE DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS \— UG3B PRESERVATIVE TREATED I (SEE PLAN FOR SIZE) 55EMBLE WITH TWD ROWS OF IOd NAILS FLUME31 NO RISE D I AORAM, / UG3B PRESERVATIVE TREATED A O.G. ALONG EACH EDGE [R50-1.51I TO APPROVED A SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE cn 4x4 WOOD POST �. ` BASEMENT FLOOR I .L v. UG3B PRESERVATIVE TREATED ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PB44 HOT-DIPPED 6ALV. P05T BASE ANCHOR 1 I 1 U) F- JUm W Q 12"(P x 6'-D" HIGH P.G. COLUMN WITH (2)-#4 Z � ZW Z ," VERTICAL REBAR ON }- z < 0 Z W 24 x 24 x 12 DEEP P.G. FOOTING WITH (2)-#4 m -_ REBAR EACH WAY,REBAR 4" ABOVE (� Iv �-- d O Z TYPICAL ROOF R-3a BOTTOM w U] 0 Z Z ASPHALT ROOF SHINGLES OVER 15# FELT OVER QILW ® O " STRUCTURAL PANEL SHEATHING OVER ,Q-1 -�O 2x10 RAFTERS AT 16" D.G. T`rF I GAL FORC H DETAIL p y R-3a 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) `. 1.75 x 14 LVL STRUCTURAL RIDGE WITH Y2" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NTS (� N V I Q (5EE ROOF PLAN FOR P05T LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] V/ Z Qn () fi'( DOE TENSION STS'AI=: 12 ` WRAP STRAP OVER RAFTER 8 (3) 10-d COMMON NAILS AT EACH END OF STRAP 11 111111 11 if 11 11 Will 1111111111 __ 11 IT 1- 1 2x4 COLLAR TIE GABLE WALL INSULATION (OPTIONAL) O.G. 1 (OONAL) 1 1 IT 11 11 11 1 ,�e'�`• g'*� �" ''^a CONTINUOUS: R-5 I-INCH RIGID FOAM XPS uQ �'•"^`."jl ° MT53OG 5T1RAP-TIE _l'V ,r"� .; "°'••".* '1 •.%::• CAVITY: R-13 2 sPF SEALED ATTIC, (IND19L6TLY GONDITIONED) 2° sop EACH RAFTER j� O.X'`}�•+h} I IWOOD BLOCKING (BEYOND SECTION) SMOKE BG. .O - c k 2x6 C,.1 AT I6 O.G. C D sc "•.� Y �"e n I DETECTOR IN ATTIC , 1-1/4" WIDE 20-6UA6E .1'N� iw.�11f�*• E GALVANIZED STEEL STRAP .�. ? t '~9 RAFTER TO STUD • �� g�.,a s.^,c°�� `��: NOTE: ALL DUCTS SHALL BE EACH SIDE OF WINDOW AND .;;,pa,'F., ' •••^° k,4�.'''` TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2" 6YP5UM DOOR OPENINGS. INSTALL WRAP STRAP OVER RAFTER I'-o" u 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 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN l(1 FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW DEL'' IVERTED OCT 0 6 2021 IAN MANUFACTURER'S SPECIFICATION R-15 UNFAGED FIBERGLA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIG. z 0 HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION OVER 1/2" STRUCTURAL PANEL SHEATHING GS-HSP _ BOTTOM OF HEADER R-13 2" GL05ED-CELL 0 HALL LAUNDRY W.I.G. SPF AT RIM JOIST N 6 o BEYOND SECTION (2)-1.75 x 11.875 LVL _J ° N U� DOUBLE-FRAMED ~ 0 STAIRWELL (TYP) 3/4" 5UBFLOOR Q �i r LL IN 11.875 TJI-560 FJ AT 16" D.G. IL a O O TYPICAL INTERIOR WALL 2x4 STUDS AT 16" O.G. I I (3)-1.75 x 11.875 1/2 GYPSUM a d1 O m MALL STUD TO NALL STUD: (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FINISH STRAP OVER OR UNDER SHEATHING Y2" GYPSUM WALLBOARD ON BOTH SIDES (4) 8-d COMMON NAILS AT EACH END OF STRAP � o p_ j z O SEE WIND Y a COMPLIANCE PATHWANOTES ON SHEET 15t FLOOR PLATFORM R-13 2" CLOSED-CELL 2x8 PLAT o Q O WOOD FLOORING �'OVER SPF AT RIM J015T I I TENS I ON STRAP I NO � -1Q LL 3/4 PLYWOOD 5UBFLOOR 2 x 10 FLOOR JOISTS ATO.G. GROSS BRIDGING AT MIDSPAN y� L./dJ AT I ALL OPEN I N05 QO Ni Q '- IL _ I/2" GYPSUM I I HALL PANTRY SCALE: NTS ,1 < < 0 Z SILL GONSTRUGTION: BOARD 1 I Lu V 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD FINISH p� ON SILL SEAL WITH 1/2" ANCHOR BOLTS 1 <Q iL V (SEE TYPICAL WALL DETAIL) STAIRS INISHED FLOOR �-- < (2)-1.75 x 11.875 STUD TO SILL 'LT : LVL 61RDER INISHED GRADE w - FINI5H GRADE (4)-3/8" LAO SCREWS WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6 IN IO MIN. AWAY FROM BUILDING i BASEMENT J tu O (6) 8-d COMMON NAILS AT EACH END OF STRAP a SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET q 2x8 PLAT S (INDIRECTLY CONDITIONED) LL �- 0 NdJ FULL HEIGHT R-11 BLANKET WALL Q Q d) INSULATION AS�•. r .� a o Q D BY GER A NTE D CORP. A5TM E54 MAX. Q m 1/2" GYPSUM Q FLAME SPREAD INDEX s 25 'J a BOARD d' MAX. SMOKE DEVELOPED INDEX 50 FINISH a" lk 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: OCTOBER 2021 SECTIONS 4 DETAILS 36" x 36" x 12" DEEP P.G. FOOTING H I O H-lel I ND UPLIFT STi�AFF I NO 10" POURED CONCRETE FOUNDATION STEM WALL w/(3)-#4 REBAR E.H. VERTICAL REINFORCEMENT: NOT REQUIRED FOR SAND d GRAVEL SOILS (GW, GP, 5W, 5P) HORIZONTAL REINFORCEMENT: #4 REBAR AT MID-HE16HT OF WALL STORY DRAWING NUMBER SCALE: NITS ONE TOP BAR WITHIN 12" OF TOP OF WALL SECTION A NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING A - a MINIMUM 3'-0" BELOW GRADE SCALE: I/4 - 1 ft STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code, - I9 NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES • and publications Incorporated by reference therein. O 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 V and approved construction documents shall be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until project completion. p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN �, SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://hozorcls.atr-ounril.org FOR THE PROJECT LOCATION: N LOAD m h CATEGORY Weathering Termite TEMP REQUIRED INDEX TEMP O ( p ) effects region debris zone depth N 41.0031 W '72.5665 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES R106.3 DE-516N PROFESSIONAL: A Certificate of Authorization Is 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 FRAMING AND ROOF FRAMING. Engineering and Surveying, P.G. ("Designer") to provide MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer has THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, W 8301.2(3)] AFFIX THI5 51ON IN AGGORDANCE WITH supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE 14 NYGRR PART 1265. for work performance of the builder. The builder shall 0 Elevation Latitude cooling temperature cooling difference Immediately notify Designer, In writing, if there Is any W heating g factor P 9COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and plan 65 ft 41° North 15° 99% outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. Z N Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof 83012.1 WIND DESIGN: In accordance with Figure 83oi2(5)B, wind - Cooling temperature Wind velocity Wind velocity Coincident Daily range - span, 140 mph, pltch greater than 5:12) [TABLE R502.11] humidity humidity design Is not required. This building is designed In O difference heating cooling wet bulb Y Y cv WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNYS. 10°F 15 mph 7.5 mph 72'F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 60 plf p UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 8301.2.1.2 PROTECTION OF OPENINGS: This building in not located 0 a In a W►ndborne Debris Region. OF ALL BRACED WALL PANELS [8602.3.5]. R3OI2.4 FLOODPLAIN: This building is not located in a flood # (1 hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live Loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 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) 40 psf,Sleeping rooms 30 psf,Stairs 40 psf R301b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-'1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to OF FASTENER OF FASTENER THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2 1/2 x 0.113 ),or 4-8d box(2 „ x 0.113 Y2" „);or (inches) these plans are nominal sizes. Engineered wood dimensions g (LVL PSL, I-outs, Iu-lams,etc.) are actual dimensions. 3-8d common(2Y2" x 0.131");or 3-8d common(2%"x 0.131");or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing 1 9 ] Blocking between ceiling joists or rafters to top plate 3-1Od box 3"x 0.128" ; or Toe nail 21 Joist to sill,top plate or girder 3-1Od box 3"x 0.128" ; or Toe nail ( ) ( ) Staple 15 ga. 1 Y4 4 g 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to Y2 0.097-0.099 Nail 2 X 3 6 projections shall be located at least 5 feet from lot Imes and are not fire-resistance rated. 4-8d box (2 Y2"x 0.113");or 8d box(2 Y2"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 3/ 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common (2 Y2"x 0.131");orRim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131");or 0.113 Nail 2 3 6 WALLS AND CEILIN65: Gypsvm wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-lOd box(3"x 0.128"); or Per Joist,toe nail 22 (roof applications also) 1 O box(3"x 0.128"); or 6" o.c. toe nail i%2 and% Staple 15 and 16 ga. 2 4 8 having a F51 = 15 (req'd max. 200) and a SDI = 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 X 4 8 ++ ++ • i " +' Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ), or P g 4 8 INSULATION: Exposed Insulation that Is not Installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %" x 0.162"); or Face nail 2-8d common(2 y"x 0.131"); or 3 3/ Staple 15 ga. 1 3/ 3 6 concealed spaces having substantial contact with cavity 8802.5.](9)] 4-3" x 0.131") 3-1 Od box(3 23 1 x 6 2 subfloor or less to each joist "x 0.128");or Face nail /2 and i surfaces shall have a F51 s 25 and a SDI _ 450. See plans 0.097-0.099 Nail 2 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 Ya" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g • 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail „ 3-16d box(3Y2"x 0.135");or Staple 14 ga. 2 X 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 0.113 Nail 2-16d common 3 y"x 0.162 i 3 6 where otherwise specified by the 2020 RGNYS. ) 4-1 Od box(3"x 0.128");or 3-16d box(3%2'x 0.135"); or 1 Staple 15 ga. 2 X 4 8 R302.12 DRAFT5TOPPING: Not needed for this project. 5 Collar tie to rafter,face nail or 1 X" x 20 ga.ridge strap 3-1Od common(3"x 0.148");or Face nail each rafter 25 2:,planks(plank&beam-floor&roof) 2-16d common(3 X"x 0.162 At each bearing,face nail i 0.097-0.099 Nail 4 g 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") i „ „ project under Exception 4. 3-16d common(3 x 0.162 ),or SPACING OFFASTENERS 4-1Od box 3"x 0.128" or NOMINAL MATERIAL a b 8302.14 C.OMBU5TIBLE INSULATION CLEARANCE: Recessed ( ")' 26 Band or rim joist to joist ( )' DESCRIPTION ' OF FASTENER AND LENGTH a luminaires shall be IG-rated I/A/W NI102.4.5 with separation 3-16d box 3 2 x�0.135 ,nor 2 toe nails on one side and 1 toe J J ++ ++ End nail THICKNESS (inches) v 4-3 x 0.131 nails; or Edges Body of panel P ( )� inches from Insulation per listing. 3-lOd common 3 x 0.148 • or nail onopposite side of each rafter (inches) (inches) (inches) 6 Rafter or roof truss to plate 4-1 Od box (3"x 0.128");or 4-3"x 14 ga. staples %6"crown 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-cementb other approved safety glazing material shall be Installed In O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; m V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. r� m �z O 4-16d box(3 Y2" x 0.135");or p UA V W 3-10d common 3"x 0.148" • or 1 Od box 3"x 0.128" ;or 24"o.c. face nail at to and bottom 3d,corrosion-resistant ring shank nails Z „ ( „ , )' Toe nail ( „ ) P g 3 6 R309.I GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch j_ Z � �� dJ z (� 4-1 Od box(3 x 0.128 ), or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle Ip - - -t ts- O -a W 27 Built-up girders and beams 2-inch lumber layers entry doorway. (n <= d) Z W 4-3"x 0.131"nails And: Staple 18 ga., %long,i a crown v tf1 r O Z Roof rafters to ridge.,valley or hip rafters;or roof rafter 0 ib 7 finished flooringother than file 3 6 8310 EMER6ENGY ESCAPE AND RESCUE OPENINGS: It is the O dl Z to minimum 2"ridge beam 2-20d common(4"x 0.192"); or i ( ) builder's responsibility to verifythat window units supplied Z � p-Z r- O 3-16d box(3 Y x 0.135 );or or Face nail at ends and at each splice /a t the manufacturer comply with the dimensional requirements s for < D_ W 3-10d box(3"x 0.128")' 1/a lop x .121 shank x .375 head diameter corrosion-resistant P y q LU W O 2-16d common(3 /2 x 0.162 ),or g End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. n, Q•J O tY 3-1Od box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) p� O V 7- Q 3-3"x 0.131"nails R311.1 STAIRWAY5: Interior stairways shall be re-assembled A- > Q 4-16d box(3Y2"x 0.135"); or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws p O ly 8 8 wood units. The maximum riser height shall be 8-1/4 inches and ty O < Wall for file finish 0 28 Ledger strip supporting joists or rafters 3-16d common(3 Y2"x 0.162");or At each joist or rafter,face nail ( ) the minimum tread depth shall be cl inches,plus nosing where Z 16d common(3%2"x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128"); or Plywood required. Provide handralls per Code. -�3 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or 4-3"x 0.131"nails 1 %a ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above s 16 o.c. face naili s I :: 3 6 grade,and steps leading thereto, shall have guards that 3"x 0.131"nails 2-10d box(3 x 0.128"); or 2-8d common X and/6 12/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 _ 16d box(3 Y2"x 0.135")• or ( ) Staple 18 ga., %,%6 crown width 2 5 83122 WINDOW FALL PROTECTION: Windows with sills less than 9 Stud to stud and abutting studs at intersecting wall � 12 o.c. face nail corners at braced wall panels) 3"x 0.131"nails SPACING OF FASTENERS i�2�3 is i 1 X ring or screw shank nail-minimum e 24" above finished floor and greater than '12" above grade ( p ) X, /2 and/ 6 8 shall be protected per Code. 16d common(3%2'x 0.162") 16"o.c. face nail TEM DESCRIPTION NUMBER AND Intermediate 12%ga. (0.099") shank diameter 16d common(3Y2"x 0.162") 16"o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER a'b'` Edges i, supports',' 1 X2 ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected (inches) 10 Built-up header(2"to 2"header with%" spacer) ""''�•"! "' i9 5 23 3 I :: 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) /2, s, /2 and/ 12/ga. (0.099 )shank diameter ,•r �" '• ( ) $ / alarms shall be Installed at all locations shown on the plans. ' i ++ ++ • Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 mow`` -� t°/`''�► 0 5-8d box(2/ x 0.113 ), or P 8315 CARBON MONOXIDE ALARMS: install at all locations +' ]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] Hardboardf specified on the plans. ;,,, z., mac.;i• ( � 4-1 Od box(3"x 0.128") 6d common 2"x 0.113" nail 1 /lop ring-grooved underla ent nail 6 6 R31-t WOOD DECAY PROTECTION: Lumber specified In the plans ( ) i' gunderlayment P P i,� � f ( Y2"++ 0. ++ ++ 30 /�� -�� subfloor,wall ' 6 12 as pressure preservative- treated (P.TJ shall be In :i lr ` ?: 16d common(3/2 x 162 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 accordance with AWPA UI for the Intended use and location. 12 To late to to late " 0. " 31 I%2" - 1" 8d common nail 2 Y2"x 0.131 6 12' Staple 18 a., lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless }'• `g?a' ''^ •¢"Y P P P P lOd box(3 x 128 );or 12"o.c. face nail ( ) p g g(P ) pp g ``'' ,: :: steel,silicon bronze, copper or 1/2" diameter or greater 6""?,• f? a" 3"x 0.131"nails IOd common 3 x 0.148 nail;or pp 9 �. Y811" - i 6 12 steel bolts. � r�•.:,„• ,,o*. ( Particleboard "- 32 1/ 1/a 8d 2 X"x 0.131" deformed nail ( ) 4d ring-grooved underlayment nail 3 6 8401.4.1 6EOTEGHNIGAL: Footingsand foundations shall rest on •� Other wall sheathings /a Staple 18 ga., g long,Y16 crown 3 6 undisturbed soil with a minimuload-beartn value of 2,000 QE�,IVER-ED OCT [ 8 2021 8-16d common(3Y?x 0.162");or Face nail on each side of end joint i „ psf. Visually graded soils that have this I od-bearing value 12-16d box(3 X"x 0.135");or :: i „ 1/ galvanized roofing nail, /6 head 3 6 38 6d ring-grooved underlayment nail 6 10 include 6W d 6P-gravel and sandy gravel;eM 4 6G-silty and 13 Double top plate splice (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 I/"long Staple 16 a 1 X lop X crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;5M s 5G-silty 12-lOd box(3"x 0.128");or � p g ., g' d 1 _i each side of end joint) an c oyey sand. Unsuitable subsol material encountered 0 12-3"x 0.131"nails 1 Ya" galvanized roofing nail, %6"head i s 6d ring-grooved underlayment nail 6 10 duri excavation shall be excavated and replaced in-situ p t- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a., 1 1 " g p $ /a long 3 6 �' X Staple 16 ga., ] Y8 long,s crown 3 6 with /4" crushed stone to a minimum depth of 8 Inches or AOBE. S O 16d common(3 72" x 0.162") 16"o.c. face nail i „ d 1 y"galvanized roofing nail;staple galvanized, R402.2 CONCRETE: Basement walls,foundation walls,exterior O It Bottom plate to joist,rim joist,band joist or 35 /2 gypsum sheathing i „ i „ 7 7 walls and other vertical concrete work exposed to the �j i- 16d box 3 1/ ion ] / screws Type W or S weather shall be air entrained stone concrete with a minimum YP For SI: 1 inch=25.4 mm. '� dJ • .0 14 blocking(not at braced wall panels) ( %"x 0.135"); or 12"o.c. face nail s d 1X" galvanized roofing nail; staple galvanized, compressive strength of f'c=3,000 psi at 28 days. Porches, O O DL ri 3"x 0.13]" nails 36 /s gyp g s +: s +: carport p p garage m sum sheathin 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. ca ort slabs and steps exposed to the weather,and arae 3-16d box 3%"x 0.135" ;or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P P floor slabs shall be air entrained stone concrete with a of O Bottom plate to joist,rim joist,band joist or ( ) b. Staples shall have a minimum crown width of Y16-inch on diameter except as noted. minimum compressive strength of f'a=3500 psi at 28 s 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 9 p �! • O blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater, dl f- 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail; or R403.1.4.1 FR05T PROTEGTION: Exterior footings and foundations 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. s stems shall extend below the frost line, e.,to a minimum 37 X" and less :, ,: y i. - 8d common(2 X x 0.131 )nail d. Fasteners shall be laced in a rid pattern throughout the body of the panel. d5'-0" 4-8d box(2Y2" x 0.113");or P g P g Y P epth of below finished grade. O 3-16d box 3%" x 0.135" or 2 „ - 8d common(2%"x 0.131")nail;or 6 12 e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 8404.11 BACKFILL: Backfill shall not be placed against - o - V z O ( )� 38 / 1 8d deformed 2 Y2"x 0.120" nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 (� O 4 O (v 4-8d common(2%"x 0.131");or Toe nail ( ) Ym foundation walls until cured a minimum of� days. Brace top � IL 4-lOd box(3"x 0.128");or lOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind specie is less than and bottom of wall during backfill placement. O< IL �- 4-3"x 0.131"nails 39 1 8 - 1 X" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O 8d deformed(2Y2"x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O aL OC W 16 Top or bottom plate to studthe spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - v 0 6 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 -1 Z 3-16d box(3 %"x 0.]35"); or Y g r1' � W 2-16d common(3 y" 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 10^11 w 3-1Od box(3"x 0.128");or R6O2 WOOD WALL FRAMING: Load bearing dimension lumber shall <Q �C O 3-3" 0 x 0.]31"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 Q 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. < _ -1 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,c 8702 3 GYPSUM BOARD: All Interior walls to be covered with Xz" � N 17 Top plates,laps at corners and intersections 2-16d common(3 X"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise 0 (V +: " noted on plans. O 3-3 x 0.131 nails 2 ULTIMATE DESIGN p v t b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM W ++ ++ • 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 8-103.3 SIDING Exterior wall covering shall be vinyl siding tested 3-8d box(2 y x 0.113 ),or P PP P g NOMINAL nir 9 y 9 Y U.. O � d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and installed -a p 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 W IY 18 1"brace to each stud and late 2-1Od box 3"x 0.128" • or Face nail SpacingR602.3(2). PANEL SPAN SPACING W Z P e. Sacro of fasteners not included in this table shall be based on Table THICKNESS Instructions for high-wind regions. Use stainless steel nabs for E- ( )� Penetration RATING (inches) Edges Field Wind exposure category d 9 IL f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size (inches) ) fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 Ya" (inches) ( ) (inches o.c.) (inches o.c.) BC D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less t0 6d Common 1.5 24/0 / 16 6 12 140 115 110 g 3-8d box(2�"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber O 2-8d common(2%"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beans and telling joists shall be 19 1"x 6" sheathing to each bearing :: . Face nail Douglas fir-larch No. 2 or better. 2-lOd box(3 x 0.128::),or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, V crown 16 a., 1 X" lop sheathing shall conform to ASTM C 208. „ 1.75 24/16 %6 8806 ROOF VENTILATION: Soffit vents shall be provided with a p g g g (2.5 x 0.131 ) 24 6 12 140 ]15 ]10 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: OCTOBER 2021 3-8d box(2Y2" x 0.113"); orvented space within the soffit. Attic Is unvented. blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y" x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RaO5.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g g g P g PrP � � 9 pP 3-10d box(3"x 0.128"); or 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-7158 Glass G ,: 3 :: P P q Y P P or H,or ASTM D-3161 Glass F,and shall be fastened in NOTES 3 staples, 1 crown, 16 ga., 1 /a 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 :+ ++ 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 Face nail J P g J �P g• p P n9 one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box (2Y2"x 0.113" or saltwater. ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(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 810062 AIR SUPPLY. All combustion air for factory-built 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 X" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. A - 9 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING t( t Load bearing or bracedlshear wall r JOIST DETAILS Plate nail-16d(0.135"x 3/z")at above must stack over wall below)) Load bearing or braced/shear wall above 12"on-center g Plate nail, 16d(0.135"x 3%") Plate nail, 16d(0.135 x 3 Y2") 3/8", Blocking panel: 1%"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJ 1® Joists When sheathing thickness exceeds 2x stud wall at Floor panel nail- 9 P at 16"on-center at 16"on-center _ No load bearing trim sheathing tongue at rim board Ya"TimberStrand® LSL or TJI®joist. g Z Blocking panel: g g 16"on 8d(0.131"x 2Y2")at 6"On-Center 1 wall above Min.distance from Table A Min.distance from Table B 1y"hole may be cut O 9 P Web stiffener 1Y8"TJ®Rim Board, 1%" Plate nail-16d(0.135"x 3Y") Blocking panel: anywhere in web out- required on both . Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center 1/8"TJ®Rim Board, cut or notch flange. sides at A2W ONLY Sheathingboth sides at A3.4W ONLY squash blocks required each side 1 „ TJI®joist Floor panel nail- 8d(0.131"x 2Y2")at 6"on 8d boundary nails, at B3W ONLY 1 a Ttjoist rand® LSL $d(0.131"x 2/2 )a 1Ya"TimberStrand® or TJI®joist Web Stiffeners required 4"on-center LSL rim board. Y16" Web stiffeners 6" O •• 6" Z Rim-to-joist q O tstiffeners required on both nail each side at A3._W ; B1 sides of both joist s" L, 2xD, D, Closel rou ed round L 2 x L D Toe nail-10d(0.131J Y r p z z z 6" 6"Toe nail, Toe nail, 1Y"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at B4W ONLY No fs in cut minimum Holes are permitted r minimum No fla/d cut Do not cur 010d(0.131"x 3' 10d(0.131 x 3") TJI®rim joist thickness exceeds8, " re uired DO NOT holes In (applies to all holes the group perimeter holes In holes larger only)or min. q End of at !L at 6"on center at 6"on-center 1 hatched meets requirements for hatched ' 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes in cantilever except knockouts) q risen 1/"In For nm board thicker than 1/ centerline zonas round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement. .. (a Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support WW W q at 6"on-center Install proper blocking to P J Blocking panels may be required Table A - End Support F- a required on both Must have 73/4"minimum nail.To nail from TJI joists into rim board. pp * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may I e required with braced/shear 63 63W with braced/shear walls above or B4 B4W Minimum distance from edge of hole to inside face of nearest end support Z to Al Al W A2 A2W 8191919 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist per A3 detail. A3.4 t * DEPTH rJlm - For additional installation specifications see Rim Board Details and Installation in CA3WA3.1 A3.2 tA3.3 For additional installation specifications see Rim Board O 2• 3" a" 5" 6Y" 7' e% 11 13 2" 3'• 4" 5" sY" 7" s�/e 11" 13 0 z f> Nail through 2x cantilever,wood backer and 110 r-o" r-s" r-o" 3'-0" s'-o" r-o^ r-6" r-s^ 3'-s^ a'-s" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O Details and Installation in Weyerhaeuser Installation Guide 11/8"TJ®Rim Board or 1Ya"TimberStrands LSL. TJls joist web with 2 rows 10d 0.148"x 3" 9/" ' Blocking 1 ( ) , 210 ,'-o" r-6" r-6" 3'-0" 5-s° r-o^ r-o° 2'-s" a'-o^ s'-o° < dJ ___t 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° z'-o" 2'-6^ 3'-6•' 5'-s" V-0" 2'-0" T-0" 4'-6" 5'-0" (� Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 312"TJIo 360 V-6" 2'-0" 3•-0^ 4'-0" 6'-0" 1'-6^ 2'-6" T-s" s•-0" s'-6" O with connections equivalent to floor panel joist flange widths. 560 V-6° 2'-6" 3'-6" s-o" T-o" z'-o" T-0" 4'-0" 5'•6" s'-0" t 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- schedule. 110 r•o" r-0" 1-6" T-o" 2'-6" T-0" 5'-6" T-O". r-6~ 2'-0" z'-6^ 4'-6" 5•-0• F-0" #t f 1�".N Rim Board 1Ya"TimberStrand® 210 V-0" V-6" 2'-0" 2'-0^ T-0" T-6" 6'-0" V-0" 1•-6" 2'-6" T-0" 5'-0" 6-6• 6'-6" - reinforcement and filler 16"deep blocking panels;6"diameter 11/a z3o r-o" r-s" z'-o^ r-s^ 3'-0° 3'-s" s'-s" ,'-o" 2'-0° r-s" a'-s° 5'-6" 5'-s T-o" 4'-0"length of 7 "_ block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")Waits, Attach reinforcement to joist ' ' 9 8"diameter maximum hole for 11/e 9 one each at top and bottom flange. with one 8d(0.131"x 22") 360 r-6" 2'-0" T-0" T-s" 4'-6" 5'-0" T-0" r-6" 2'-6" T-6" 4'-6" 6•-6" 6'-6" T-6" (� /q reinforcement On 660 1'-6" 2'-6" T-0" 4•-0" 5'-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5-6" 7'-0" 7-6" 8'-0" a•--1 3 " 16"deep blocking panels;6"diameter with 9%"and 11%"TJI® or shorter t an ong. F1 applies to 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 7 „ maximum for blocking panels 9Y2" 1 110 r-o^ r-o^ r-o^ r-o^ r-s° r-o" 3'-0" s-6" ,'-°^ r•o" r-s" z'-o^ 3'-6" a'-o" s•-o" V-0- Web stiffeners /6 16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2%") Horizontal blocking uniform) deep or shorter than 12"long. ® nail at each corner g Y z10 r-o" r-o" r-o" r-s" r-o^ r-s" 3'-s° s'-o" ,'-o" r-o" z'-o° r-s" a'-o" 4•-6" s'-s° e'-6• Load from above required on both diameter maximum for blocking Do not cut flanges. IV'TJ Rim Board 1Y4" panels between each loaded joists 14" 230 V-0" V-0" V-0° 1'-6^ 2'-s" z'-s" a'-o" 7'-0^ 1'-0" ,'-o" 2'-0" T-0" 4•-0" s'-0" T-0" 9'-0- ,n sides at E1 ONLY panels 92"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 V-0" V-0" ,'-6" 2'-6" T-6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 6'-0" 9'-6" v) 12"long. 10d(0.131"x 3")nails,one 12"length of 3/" connections equivalent to Wood ti � 5so 1-0" 1-0° 2'-0" 3.0^ a'-s" s'-o° s'-6° s'-o" r-6° 3'-0° 4'-0" s-o° ,o'-o° - 1s' Do not cut flanges. 1Ys"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer �aI`�Jet ��1 210 1'-0" 1•-0" 1'-0" ,'-0" ,'-0" 1'-6" 2'-6" 3'4, 6'-0" 1'-0" ,'-0" V-0" 2'-0" 3'-0" 3'-6" 6'-6'• F-0" 11'-0" O TimberStrandm LSL. Nail with one side at E5, 3 �e5 caads 16" 230 r-o° 1'-0" r-0" r-o" r-6" nfi" 3'-0° 4'-0" T-o" 1'-0'• r-o^ r-0" 2'-0" 3'•6° a'-o" 7'-0° 9'-011 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of/" �� Jet \O 360 r-a' r-o^ no" 2-s" r-s° a'-6° 6-6^ s'-0° 1'-0" r-0" V-6" T-0" 5'-0" 5-6^ s-o" 10'-0^ 11'-6" ( ) both sides at E6 reinforcement on ones a 112 t`�e �o - Full depth vertical Id 560 1'0" 1'-0" ,'-0" 1'-0" 2'-6" 3'0" 5'0" T•s" 10'0" 1'-0" 2'-0" 3'0" 4'6" 6'6" 7'-0" 10'-0" 11'0" 12'-0" each at top and bottom flange. joist web with 3 rows P ca �'�` �� I 10d(0.148"x 3")nails at 6" 9 at ET both sides at E8 F1 �e�`g • blocking between a^ s" s" 7" e" 10•• 12~ 15" 1r• a^ 5" s^ 7^ s^ 10" 1z^ 15" 17- 0', - Attach reinforcement on-center,clinched.Use 2 each joist is" 360 1•-o•' 1'-0" 1'-0" V-0" 2'-0" 4'-0^ 5'-6" 10'•0" ,'-0" 1%,.1 ,. 3'•0" 4'-6" 11'-0" 13'-6" 2x4 minimum E7 E8 Less than 5" 560 V-0" 1•-0" V-0" 1'-0" 2'-0" 4'-6" 7•-0" 11.0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0~ 11'-0" 12'-0" 14'-6- squash Joist flange with 2' R` rows with 9Y2"and 117/" Less than 5" squash blocks p 8d(0.131"x 2Yz")nails at 6" ad`s TJI®joists. iso r-o" r-o" r-o° r-0° 11. 1. r-o" a'-o' r-o° ,o'-s° r-o" r-o" r-s" 3'-0° R` GaD*: WEB STIFFENER ATTACHMENT 20 s6o r-o" 1701 no^ r•o" 1'-0" r-o" a'-s" 9'-0° " r-o^ r-s° 3'-6° 5'-0" T-0" 10'-6" 13'-0' 14'-s" 1Ye"TJ®Rim Board or on-center.When reinforcing E5 E6 /-� CS Use 2x4 minimum squash blocks to - 8"TimberStrandd LSL. Face grain �a� both sides,stagger nails. Y8 minimum transfer load around TJI0 joist E1 E1 W Nail with 10derS randO "x 3") E2 E3 horizontal gg E4 Not for use with 3'/2"TJ/®joist flange widths 1" 232"maximum Table B - Intermediate or Cantilever Support O O nails,one each at top and O O (1Y2"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Option#1: 560,560D See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) TJIa 1 subfloor TJI®joist blocking with end DEPTH 2" 3" 4" 5" 6Y,- 7" 8%•' 11" 13" 2" 3•• 4" 5" 6Ys" 7" 8Y." 11" 13" EXTERIOR DECK ATTACHMENT APPY � Web stiffener both sides. adhesive to all blocks installed at Y.joist-span 110 2'•0" 2'-6^ T-6" 4'-6" T-6" r-6" z'-6" T-6" 5•-6" s'-6" Flush bearing plate required. Structural exterior sheathinglocations usingSee sizes below. •With point load from above,and no support contact surfaces below,install web stiffener tight to top flange 9%" 210 2•-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3•-0" 4'-0" 6'-6" T-6- Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum y"overhang two 8d(0.113"x 2%") I Tight fit' 230 2•-s" 3'-0" 4'-0" 5'-s" 8'-6" T-o" 3'-6" 4'-6" 6'-6" T-6" he a minimum of 60% Flashing 9 (gap at bottom flange) ° Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or iso 3'-0^ a'-o" s'-s^ 6'-6^ 9'-0^ 3'-°" a'-s" s•-s" 7'-s" a'-o" of joist depth nails when possible. flange with face mount hangers). sQaa 2Y2"screws, Depth Minimum Web Nailing Requirements 560 T-6" 5'-0" V-0" T-6" 10'-0" 4'-0" T-6° 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ 0'5� TJh Joist Series Number Nails 110 ,'-o° r•o" r-6" r-6^ 4'-0" a'- ° 8'-6^ r-0" r-6" r-s" 4'- ^ T-0" P ' ledger 3� ati typical (In.) Stiffener Size Type 210 V-0" V-0" 2'-0" 3'-0" 4'-6" 5•-0" 9'-0" T-0" T-0" T-0" 4'-6" 8'-0" F-0" 10'-0" g f�` End Intermediate 11%" 230 1'-0" T-0" 2'-6" 3'-6" 5-0" 5•-6" 10'-0" V-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" `.'•••, See fastener 1 „ 110 All 5�"x 2Y16"0) 360 2'-0" T-0" 4'-0" s'-6" T-0- T-6" 11'-0" 2'-0" T-6'• F-0" 7'-0" 9'-6" 9'-6" 11•-0" ' P'••• 1/a TJ®Rim Board or 1X" -:' table below.Maintain 3 „ s t1i 8d Top mount °:;' TimberStrande LSL. 210 All / X 2/6" 1 560 T-6" T-0" 4'-6" F-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0^ 2"distance(minimum)from 230&360 All 72 x 25/8"l'I (0.113"x 2/z") 3 3 110 r-o" r-0" r-0" r-0" 2'-0" 2'-6" 4'-6" 8'-6" r-°" r-0" r-0" 2'-6• 5'-0" s•-o" 9'-0" 12'-0" hanger Option#2: edge Of ledger t0 fastener. 1 210 V-0" 1'-0" T-0" 1'-0" 2'-6" 3'•0" 5'-6" 9'-6" V-0" 1'-0" 2'-0" 3'-6" 6'-0" T-D" 10'-0" 13'-0" 2x_strapping installed at/3 16d Backer block joist-span locations using two 2 560 All 2x4"2' 1 „ 14" 230 r-0" r-0" r-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" r-o" r-o" 2-4' a'-o^ 6'-6" T-6" 1r-0" 13'-6" Face mount Allowable Load Ibs 0.135"x 3/z ) ( ) 1 �� ( 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" ,'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14--g- hanger 4'-0" han er both sides of web 2 screws per joist,typical 9 ® Fastener 1Y"TimberStrand® 1Y8"TJ®Rim Board 18" 4 4 560 1'-0" t'-0" ,'-6" 3'-6" 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 16d Option#3: 560D 20 2,4(2) 5 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-s" 6'•0" 10'_0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10,_0" 12'_6^ 16,_0" Web stiffeners required if sides of Y2"lag bolt 610 480 Direct) applied ceiling 22"i'i (0.135"x 3%") 6 11 16" 230 v-o" r-0" r-o^ r-0" r-6" z•-o" 4'-0" 6'-6" 11'-0" r-o" r-o" r-o^ 2'-6" 5•-0" V-0" 10'-6" 13'-6" 16'•6" With top mount hangers,backer block required only Y PP 9 iso r-0" r-o^ r-o" r-o" T-0" 4'-0" s'-6" 10'-0" 13'-6" r-0^ 1'-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'•6" 1T-0" H1 hanger do not laterally support at Fit H3 24"l'i 6 13 ,n 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of O 560 V-0" 1•-0" 1'-0" 1'-0" 2'-6" 3'-s" 7'-0" 11'-0^ 15'-0" V-0" 1'-0" 3'•6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" v least/8'of TJI Joist top flange O P y + 1 PS1 or PS2 sheathing,face rain vertical A,4- conditions.For nailing requirements see page 5,TJ• the bracing options above is required ( ) r g 4" 5" 6" 7•' 8'• 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15•• 17" 9001, Weyerhaeuser installation Guide for Floor and g P 4 (2)Construction grade or better l 1 Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18" 360 r-0" r-s'• 3'-0^ 6•-0" 9'-0" 1s'-o~ 1'-0^ r-6" a'-0~ s'-s" V-0^ 560 1'-0" V-0" V-0" 1'-0" 2•-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 11'-6" BEAM DETAILS FASTENING of FLOOR PANELS 360 V-0" o" o" ,'-o" 3'-0^ s' „'-o~ 1'•6' ,'-6•' a'-o" 7'-0" 12'-s" 1s' 19-0" z1' L Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20 5so 1'-0" T-0" 1'-0" 1•-0" 1'-0" 1'-6" 5'-6" 11-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 1T-6' 19'-6" 20'-6" i9 l� O TJI®(1)(2) Rim Board 1,/2• UP Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. '' t , Nail Size 110,210, 360 and Y"' ®Ri 1Y4" TimberStrand®LSL Microllam® Parallam® 9%"or 9Y2"or 14"or ' • Leave)e"of web minimum at to and bottom of hole. DO NOT cut joist flanges. J-4-1 V W I 21 BEARING FOR DOOR BEAM TO BEAM BEARING AT 8 TJ Depth 14'• 92"or 14"or 18"or � 14"or 18"or (minimum) P 1 9 'Z BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL 11�/s" 111/s' 16" 117/" 16" 20" 11� 16" 20" Z Z W - OR WINDOW HEADER CONNECTION CONCRETE WALL Tables are based on uniform load tables in current design literature. } 14 Z lY 8d(0.113'•x 2Yz"),8d(0.131• x 22") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+W 2x8+32" 2x6+%" 2x8+Y" 2x12+y" Two Two Two --1 ll- Q --1 W 1Ya"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 (� tn - Z P P p P (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 V 'I ' 10d(0.148"x 3"),12d(0.148"x 3Y:') s 6" 4' 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. < r Q_ 1%"TimberStrand® LSL or Is not continuous over Cantilever 2x6 2x10 2x6+%" 2x10+%" 2x6+)z" 2x10+y" o 16d(0.162"x 3Y2") 6" 6" 8" 6" Not Z J-t-•1 Q Z Q blocking for lateral support header s 4 a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams •fI-' O 1� Z (1)Stagger nails when using 4"on-center spacing and maintain 1 8"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long ' \�• Q ll l panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 11) ® IL LU / W ® Q Strap per Code if top :f•; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 „ s „ .55E TimberStrand LSL Headers and Beams ^,y, J Q �, plate is not continuous 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least Y�'and staggered. (Detail F7 /a or/ / or/ / or 1"Net 2x6 2x8 2x12 O V X_- M Q Q ( ) +pp p gg or H2) 2 x diameter of the over column (3)With 10d(0.148"x 1/)nails,spacing can be reduced to 3"on-center for light gauge steel straps. TO mount s 1)If necessary,increase filler and backer block height for face mount han ers and maintain/e"gap at top ofjoish see detail W Filler backer largest hole(minimum) ^, Q IY P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12�minimum for backer blocks and 24"minimum for filler blocks). Q hanger ' iiiiii--- V I g (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). Y depth 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 Q hanger wood from direct recommendations listed above. (� contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and RoofFraming, TJ-soot. O o Z ■Nailing rows must be offset at least Y2"and staggered. o literature for framing connectors o 0 0 0 0 1.55E TimberStrand®LSL ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz")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 Hole Size (� Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct tattachmentto 9Ya"11 % �] TJI® joist framing does not a rim board or rim joist. " 8" 11%"-11 %" 3s2„ Fastener Installation Requirements � g 14"-16" 45/8' Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone .x4�"".•w/P44,"9A^ Width Plies i+i blocking . Allowed hole zone suitable for headers and beams with .ff Q �•�!�Ir w .. Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. `'• .•••,+•°""•!•, 4- (2) f•"%"• rpJ sides,stagger fasteners on the second �.•,.,T• g'n.s"• 0 10d nails 3" 3i�1 • Round holes only " q-,�P. 1 �• i J BEARING AT 12" side so they fall halfway between • No holes in headers or beams in lank orientation. t. j 2 12d-16d nails 31/a" 2lZi One side p it fi• ,y- COLUMN fasteners on the first side. Screws 3/"or 3Y2" 2 24° HZ Other Trus Joist® Headers and Beams ' • :�, I'� ' �' 10d nails 3" 3hi DO NOT bevel cutjoist Al Rim board joint zi 12" Both sides beyond inside face of wall. Microllam® LVL 12d-16d nails 3Y4' 2 E2 between joists DO NO seat cuts': °<:''da ' 3 •: 1.3E TimberStrand® and Parallam®PSL 13/a° 3%"or 3%" face ofsupportmember^ g ( ) /depth rr. • ¢ Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the , Screws 2 24^ Load must be applied evenly across 3• a,•. r �_ „r�' 5" One side entire beam width.Otherwise,use largest hole minimum Verify column capacity 10d nailsi3l 3" 3'2) One side connections for side-loaded beams. DO NOT cur,notch or drill and beam bearing (per I except as indicated In L5 121' lllustrationsandtables. R�G OCT O � 221 length.See current 12d-16d nailsi'i 3 Ya" 2a, (P ply) d 7.0 0 o holes!n headers or ems +, O 1 9 4 - Weyerhaeuser literature. 5"or 6" Both sides 0 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joists Beams Q 5"or 6" Both sides maximum width of 7" IV'TJ®Rim Board or 1X" Parallam®PSL Header or Beam Maximum Round 'J Screws 2 24" L3 TimberStrand® LSL. allowed hole zone Depth Hole Size O 3Yz" 2 6 3/4' One side A2 /2'bolts 8" 2 24" middle Y3 span 432" 1" d 1.3E TimberStrand® LSL allowed hole zone d % 1s2" Q d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTm. B1 L1 7Illu 20" 2" 13 tl COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows to the ply below. General Notes O O r t pC m B2 Allowed hole zone suitable for headers and beams with uniform loads only. O z 03 O • Round holes only O BEAM NAILING AT BEARING FLOOR " No holes In cantilevers. v COLUMN CAP (FLOOR) L5 B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. t- 1 0 (Load bearing wall above) 1/a"TJ" Rim Board or 1%"TimberStrand® LSL. Joist may be shifted up to 3"if Use 61 or B2 at 132 v One 10d(0.128"x 3") P v }- floor panel edge is supported O B4 intermediate bearings WARNING � � One 8d(0.113"x 2Yz") nail into each flange and span rating is not exceeded. nail each side. Drive with load bearing or Joists are unstable until braced laterally Do not cut joist flanges. braced/shear wall •� O< � ~ nails a,an angle at Plumbing Drop Bracing Includes: O 1 (� O least 12"from end. from above End of joists O O - Q P1 • Blocking • Sheathing Strut Lines • Hangers • Rim Board • Rim Joist at centerline < < 3Yz"minimum of support DL2 COLUMN BASE 3 " intermediate bearing Also see detail B2 P 1/a minimum end bearing g *� Z single-family applications 51/"may be required for maximum WW Shear transfer:Connections equivalent capacity �4 [)_ ~ F- to floor panel nailing schedule • ev x t_ f n n Rim to TJI®Joist o ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building t- V, !1- "'"``"'' until braced. that are lying flat. materials on unsheathed 1/s TJ®Rim Board TJI 560 rim joist:Toe o (� L;;t:•,., Additional joist is required if O 1%"TimberStrand® LSL or nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists. Stack only over V (n - floor panel edge is unsupported L4 W X TJI 110 rim joist: nails,one each side of •• : ". WARNING NOTES: beams or walls. j or if span rating is exceeded. Exterior Deck Y !!_ < P2 One 1od(0.131"x 3")nail TJh joist flange TJR560 0 0 l A DO NOTusesawn Lack of proper bracing during construction can result in serious Attachment W into each flange floorjoist ' '• /umber for rim accidents.Observe the followingguidelines: Q T V Structural board or blocking, g IL H TJI®210,230,and 360 rim INSTALLATION TIPS :.: O sheathing g' 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 O 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 0 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. - O 1%"minimum bearing into each flange may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each 1- 10 Top View O Safety bracing 1x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a Q Locate rim board joint between joists. Y g( 9 J •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1V"knockouts at o H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 6.The flanges must remain straight within 1/2"from true alignment. 1Ys"TJ®Rim Board or 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with DATE: OCTOBER 2021 "''�' �'•! Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this TimberStrand® LSL. 12"on-center two 8d(0.113"x 22•')nails minimum g 9. 9, 9 9 P 9 P 9 •When joists are doubled at non-load bearing parallel product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California J g P (see WARNING). P Y 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. flush with inside face P3 non-shrink See framing plan(if applicable)or 1-�015T DETAILS rout Drive nails at an of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. _ 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 TJIJoistInstalllation Guide, TJ-9006, which should be referenced for additional information. A - 10