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� ,o kcoG Town of Southold 11/5/2022 P.O.Box 1179 N m 53095 Main Rd .oy�r0 ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43563 Date: 11/5/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4285 Stanley Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-65 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2021 pursuant to which Building Permit No. 45905 dated 3/10/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, front covered porch,rear stoop and attached garage as applied for. The certificate is issued to Zenith Properly Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0043 10/25/2022 ELECTRICAL CERTIFICATE NO. 45905 7/21/2022 PLUMBERS CERTIFICATION DATED 6/1/2022 Cha �esanders t riz d gnature ��o�SUFFQi�co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C* 2 TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45905 Date: 3/10/2021 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#11) At premises located at: 4285 Stanley Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-65 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,942.00 CO-NEW DWELLING $50.00 Total: $1,992.00 Buildin , s ecto pF SO�TyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devIinCaD-town.southold.nV.us Southold,NY 11971-0959 COU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 4285 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 45905 Section: 106 Block: 8 Lot: 65 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 70 Ceiling Fixtures 18 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 39 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 313 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, W/D, 200A Panel 40 Circuit/24 Used Notes: New Two Story Inspector Signature: C Date: July 21, 2022 S.Devlin-Cert Electrical Compliance Form . I �l C'�- < sp .: Town Hall AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502- P.O.Box 1179 ` z:* Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLID CE R T-:I F I CA T I:ON Date: . Building-Permit No. LAS �5 Owner: cSt CA . 9- .. ri vo La v_vL nn (Please print) Plumber:.C, (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (P bets Signature) Sworn to before me this day of,,�r1 e 200 �,,�a„nrmrrn�Hr Notary Public,. SJ WX7.•Cuntiy Of SOUIHp L) # TOWN OF SOUTHOLDl BUILDING DEPT 765-1802 INSPECTION , FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 2 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4p cls/ DATE 2'I INSPECTOR OFSObI - - -- - - O # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION /000' [ QUNDATION 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: AQ_e—xa�, 0110 or DATE'. &/0?- INSPECTOR !, O��Of SOUTyO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I'NSPEC ION [ Y0] FUNDATION 1ST [ ROUGH PLBG. UNDATION'2ND [ ] INSULATIOWCAULKING AMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA KS: r6vA Vvvv, 61 (ov- DATE INSPECTOR Y O �Zf SOUIyo # TOWN OF SOUTHOLD- BUILDINGDEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ V(R0UGH PLBG.4 �C j 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: DATE Ilr INSPECTOR vs # TOWN OF SOUTHOLD BUILDING DEPT: cou765-1802 INSPECTION [ `] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION'2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (1) W �ov 9,mofv afflvi✓& oel Sn(04 �AYVL s COM DATE Lo INSPECTOR SOUlyo -- �� 6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND _ [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION ` [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Y INSPECTOR OF SOUTyolo * TOWN OF SOUTHOLD BUILDING DEPT. LA; 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 [ ] PRE C/O [ ]' RENTAL REMARKS: IFLACAg12 PF T Tri �S J �}d�J vis 1` SEc r f. osz--a Cog6 bme- Q RL 04&X 0 5c&d-g> CAI- ba-214cF� fi r_ �� ✓s .�.L-1�� T41- fla i� G �9�(�G�T '1 �JS�'►r l�/1�G S G 13►menti [9 zap �� Oy zd/o Elf CEezw-,C LP TlJA/ A.Ws Gff0P& L�� i' If ce4t ptum tis 25c"6t <�6471. &►6s�� � �F- 6c4 .� 7-b DATE s Z3-- zZ- INSPECTOR SOUlyolo p 5q Vii -- # # 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) [ }j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L'" DATE INSPECTOR Bunch, Connie 1 �. From: Lanza, Heather Sent: Friday, November 04, 2022 10:09 AM To: Chris Dwyer Cc: Bunch, Connie Subject: RE: Fields at Mattituck CO's for Lots 7,Q11 &26 Connie, Planning staff inspected the constructed homes and found that the buffers were kept in place as shown on the filed subdivision map, so all are in accordance with the approvals of the Planning Board. Heather Lanza,AICP Town Planning Director �� Southold Town Planning I��'g 53x95 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherlosoutholdtownn .gov From:Chris Dwyer<cdwyer@lkma.com> Sent: Friday, November 4, 2022 6:41 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Cc: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject: Fields at Mattituck CO's for Lots 7, 11 &26 Good morning Heather, Thanks once again for meeting me at the development yesterday. We hope that your visit provided assurances that the developer has a great respect for following the filed map and the C&R's associated with the map. Pursuant to our visit we would like to memorialize the observations made with respect to Lots 7& 11's compliance to the non-disturbance vegetated buffer in the rear yards of each. As we walked around the development I believe it was evident that the developer maintained (in most cases left more of a buffer than required)these vegetated buffers on all applicable lots and even left a buffer on the lots in the circle (22-26)that were not burdened with any clearing restrictions. I have copied Connie from Building on this email so that she has the benefit of knowing what occurred at the site visit conducted by your Department yesterday afternoon. Please reply to all in order to confirm what is stated in this email so that the Building Department can issue CO's for those two lots. Lot 26 does not have a clearing restriction so unless there are any deficiencies in the submission made by our office we would expect that CO to be issued as well. Thanks again for taking the time out of your day to visit these new residential dwellings in Mattituck. Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X245 f(631) 286-6314 www.lkma.com I cdwyer@lkma.com ATTENTION:This email came from an external source. Do not open attachments ortlick on links from unknown senders or unexpected emails. l 2 CERTIFICATE OF INSULATION For the following home: Lot 11 -The Fields at Mattituck; 1000-106-08-65 STREET ADDRESS 4285 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays,6 inches Attic No-Bum Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-36:End-Wall R-13 Kraul Ecobatt R-15 HID Walls Kraft-faced 3.5 inches Knauf R-19 Basement Nall Insulation Basement (draped-batt) 3.5 inches Band Joist:P-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: 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 19901 CITY STATE ZIP UFGaZ 6-24-2022 SIGNATURE DATE t<0 u Wit Contractor's Submittals ®.���`� '••,•j- Vie, �'•'� Q r KNAUF lNSVUATI; DATA SHEET Basement Wall Insulation JtkNAfff!kq!!AT16Nwith ECOSV Technolo LD WE LIVE IN.'" Technology DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass,blanket laminated to CONTRACTOR: Mpg: The Fields at Mattituck- Lot 91 a perforated facing that can be left exposed. It is also available DATE: June 28, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you 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. MORE FOR • P The perforations in the facing allow moisture to pass through the are material, reducing the possibility of condensation and ensuring insulation products ®SEa ,,- , e, -, , , m. -, binder traproper thermal performance. sed APPLICATION e m , m ,, e , ,, ,- holds m m em - m ,e • New construction or for retrofit in existing homes together, uniqUel'appearance and,makes iitforrhalde�yde SPECIFICATION COMPLIANCE our ,e made,from , • ASTM C665 . esand. e proud • Type 11, Class A, Category II ,- putting, bottfes back t6 work.ratherthan into - • IECC Code for a continuous R-value with a Class A Fire iandf ills.Out ,e e' of o . rating with no further modification recykled otalihd,an avdrage e 26 millione, eachmprith. INDOOR AIR QUALITY • . EUCEB Certified WWECOW Contractor's Submittal Material approved for use in project. 4285 Stanley Road;Mattituck Approved by D'Amaro Engineering and Surveying, P.C. "=a FORMS • „�tin*��lRJ7l a":=3.,�5•,,u`R,5». F•t�- .M-£' -tea c,•, - .,._;at'5',��'y! T Facm{ 4. <Uimenslons r ;? g -• 'fir., cam. i _� . 3.5"x 48"x 60' R-11 PSK Perforated(White) 3.5"x 88"x 60' TECHNICAL DATA t-v ' � =.� �:�•'� *rte �"�e t�: �M �r- ��,h :mss 3'�'-+�c'���'�� ' Pro ert (Uriit) Test gPerformance piRi y Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. A� Plus ThB N�O-BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International ! ➢ I_^' I '-1 Residential,and National Fire Protection Association Life - Safety 101 thin film intumescent coating. When exposed to- high o high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. . Manufactured in compliance with ISO 9001,as a,certified L--si; _ intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire performance prescribed. r ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. Pails: 5 gallons (19 L),58.5 lbs. In the presence of extreme heat or fire,intumescent coatings char and swell up to multiple times their original - Drums: gallon drum (208 L);net 45 gallons (170 L) 586.5 lbs. thickness,which shields the substrate and significantly (1 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 Glray"° `a Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/Fl 30-09 PH: Fla Interior Finish FS 0 SD 10,Class A Application: Best Practices for application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal . Safety: Plus ThB Safes Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 4285 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula Will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION N coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages- The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at httl2s://www.noburn.com/policies-pro_cedures/ ©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 EcoBattO Insulation ithAlf!k�q!ATIUNwith ECOSP Technolo Technology LD WE LIVE IN' DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: JOB: The Fields at Matti Lot 11 barrier for energy-efficient construction. Ecobatt insulation June Fields 2022 products can be used in new and retrofit wood and metal frame DATE: applications in residential, commercial and manufactured housing structures. High Density (HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE • • THE WORLD Free batt insulation is.flangeless kraft-faced batts that friction fit Knauf are between 16" on center wood studs, eliminating the need to staple. aflm m m • m m gy mide.usingour patented, o m m. •m binder APPLICATIONS alterindtive m mm ® m' m' m m er .m m -m in fiberglassproduqts'. o o m. -m • Cavity walls, exterior and partition walls, floors, ceilings, attics, basements and crawlspaces m m ` m mm m m m_ m .. unique;appearance mirnalkeslit formaidehyde4ree. SPECIFICATION COMPLIANCE products aremade frm m • ASTM C665 (facing); suchastepyeled glass arid'sand.And m . m to • Type I, Class A, (Unfaced) be . bottles back m . into • Type 11, Class C, Category 1 (Kraft) landfills.Our products arernade with a midimurn Of ••. • Type 111, Class A, Category 1 (FSK-25 foil) mlass�tm . m mottles • Type 111, Class B, Category 1 (Foil) oath=rfth. • California Energy Commission • MEA#498-90-M with FC d • State of Minnesota INDOOR AIR QUALITY • UL Environment At • GREENGUARD Certified i • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. - 4285 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. TECHNICAL DATA Propety(Unlf) > h° Test Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. k �1 Hometnergy Rating Certificate . 7,43 s;" . Property HERS 19 %� :4�_ New Home 1000.106-8.65 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, Corp. Rating Date: 2022.06.14 Rating Number: 2021..014 4285 Stanley Road Registry ID: 731111267 Mattituck, NY 11952 -- --- " -- _ Estimate_ d_Annual Energy Cost_ HERS Index: 52 Efficient Home Comparison: 48% Better use MMBtu Cost Percent Heating 35.7 $1137 34% General information Coating 1.9 $112 3% Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 1511 $350 11% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 27.8 $1555 47% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 5% Mechanical Systems Features -- -- Total 80.4 $3305 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. - -- - —-- -- — -- -- — Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gat. __ ___Criteria - - - Coating: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 oNewte 2020 Ventilation System Balanced: ERV, 85 cfm, 70.0 watts. Programmable Thermostat Heat-Yes; Cool=Yes on: Building Shell Features 1.0 AC/37,200 cf)x 60 m n .0 r Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA I`�q .�-k Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1601 Cig: 1601 CFM50 -—- - -- Foundation Watts R-11.0 Method Blower door ---,-- --- - - _- -- _ - _ HERS Rater - - ----- --- - - - --- - ---- -- — - --- - - --- - - D'Amaro Engineering and Surveying Lights and Appliance_ Features___ 20 Mariposa Lane Interior Fluor Lighting (90) 0.0 Range/Oven Fuel Electric Manarville, NY 11949 Interior LED Lighting (50) 100.0 Clothes Dryer Fuel Propane 631.878.7808 Refrigerator (kWh/yr) 757 Clothes Dryer GEF 2.32 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rote - Residential Energy Analysis and Rating Software v16,0,4 This information does not constitute any warranty of energy costs or savings. m 1985.2020 NORESCO, Boulder, Col rado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. • REWRate - Residential Energy Analysis and Rating-Software v16.0.4 . New York Compliance Certificate Project Title: New Home 1000-106-8=65 Projected Rating: Based on Plans.-,Field Confirmation Required. Report Date 2021-02-10 Data Filename 2021_014 4285 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 4285 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4285 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-8784808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 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) .4923 Maximum UA 373 Your Home Energy Cost($/yr) 4473 Your Home UA 363 Better Than Code (Perf) 10.2% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly . ; . or Perimeter R-Value.; R-Value U-Factor, UA. Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid - 185 15.0 5.0 122 AG Wall2: R15,FG1,4-16 260 15.0 0.0 J 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate-Residential Energy Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020-NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software:v16.O.4 New York Compliance Certificate . Gross Area Cavity Cont. Glazing,or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond - ambient 132 13.0 5.0 0 Joist 2: Cond - garage 23 13.0 0.0 0 Joist 3: Cond - ambient 113 13.0 5.0 0 Joist 4: Cond -> attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63. Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window-4: U:0Z8, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 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, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. _ Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to'the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed-above, as modeled meets or exceeds all requirements'of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to 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. 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 REM/Rate - Residential Energy Analysis and Rating Software v16.O.4 New York ComplianCertificate GBS^ r maw ' Z _ 1 Name-Title Signatu Date REWRate-Residential Energy Analysis and Rating Software 06.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro.Engineering Projected Rating 4285 Stanley Road 631-878-7808- 2021-02-10 Mattituck, NY 11952 Jerry D'Amaro' Rating No:2021_014 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: - New Home 1000-106-8-65 Oasis at Mattituck, Corp. 2021_014 4285 Stanley Rd.P.CC.blg Date: 2/10/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Seated Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. .. Name: main Insulation Grade: 1 II III Face /Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 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 (260 s.f.), Between conditioned space and garage . R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic'and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II 111 Face / Inset - Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate=-Residential Energy Analysis and Rating•Software v16:0.4 This inf6rmati6n does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering. Projected Rating 4285 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_014 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-65 Oasis at Mattituck, Corp. 2021_014 4285 Stanley Rd.P.CC.blg Date:2/10/2021 Windows and Skylights [ ] 1. Window: U:0.28, SHGC 0.31 DR (40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: South Comments/Location ( ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 Orientatio,i:'South Comment/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: South Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: North Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., South), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: _ Name: W8 Orientation: South Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,.Colorado. Page 2 of 7 Energy Code I nsp ection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4285 Stanley Road 631-878-7808 2021-02-10- Mattituck, NY 11952 Jerry D'Amaro_ , Rating No:2021_014 t RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-65 Oasis at Mattituck, Corp. 2021_014 4285 Stanley Rd.P.CC.blg Date: 2/10/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGCA31 (15 s.f., South); U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, des'Hbe features: Name: W9 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC:0:31 (15 s.f., South); U-Value: 0:300,-SHGC: 0.310' For windows without labeled U-factors; describe features: Name: W10 Orientation: South Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., East), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation: East Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., East), U-Vatue: 0.300, SHGC:-0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: East Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: South Comments/Location REM/Rate•-Residential Energy Analysis and-'Rating Software'v16.b.4 This information does notconstitute any warranty of energy costs,or savings. ©1985-2020'NORESCO;Boulder, Colorado. Page 3 of 7 Energy Code Inspection Checklist , Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4285 Stanley Road 631-878-7808 _ 2021-02-10 Mattituck, NY 11952 Jerry.D'Amaro Rating No:2021_014- : RaterID:2614397 Weather:Riverhead, NY Builder u Registry ID: New Home 1000-106-8-65 Oasis at Mattituck, Corp. 2021_014 4285 Stanley Rd.P.CC.blg Date: 2/10/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 ., For windows without labeled U-factors, describe features: Name: W17 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.-30 (7 s.f:, East); U-Value: 0.300, SHGC: 0.300 . For windows without labeled U-factors, describe features: Name: W18 Orientation: East Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] I. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II 111 Face / inset Comments/Location REM/Rate-Residential Energy Analysis,and-Rating Software.v16.0.4 This information does.not constitute any warranty of energy-costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado,. Page 4 of 7 V EnergyCodeP Ins ect;®n 'Checkl;st Property Organization - HERS " Oasis at Mattituck, Corp. DAmaro Engineering ' Projected Rating 4285 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_014 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-65 Oasis at Mattituck, Corp. 2021_014 4285 Stanley Rd.P.CC.big Date: 2/10/2021 Foundation Walls [ ] I. Wall: R-11 Paramount(1032 s.f.), Between conditionedspace'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 (177 s.f.), Between conditioned space and garage/ground'' R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face'/ Inset Comments/Location Rim and Band Joists [ ] I. Joist: FF to outside(132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist:.FF to garage (23 s.f.), Between conditioned space and garage i R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: I II'` `'`,III `' Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: ' le - , II III Face / Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and attic ` R-0.0 continuous insulation, R-13.0 cavity insulation. - Name: 2F to attic Insulation Grade: 1 II III - Face'/ Inset Comments/Location f REM/Rat6 Residential Enei&Analytis'and'Rating Software A 6.0:4 This information does'not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. Page 5 of 7 Energy Code. Inspection Checklist - p - - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4285 Stanley Road 631-878-7808 2021-02-10.. Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_014 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-65 Oasis at Mattituck, Corp. 2021_014 4285 Stanley Rd.P.CC.blg Date: 2/10/2021 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 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, 115 cfm, 24.0 hrs/day, 96.0 watts, No 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: 1860) [ ] Visual inspection at rough for mandatory code air;barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside, and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rater.-Residential Energy.Analysis;and,Rating Software 06.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4285 Stanley Road 631-878-7808 2021-02-10 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_014 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-65 Oasis at Mattituck, Corp. 2021_014 4285 Stanley Rd.P.CC.blg Date:2/10/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): 'Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 lot 11 - V/ F placard v� 69 t• -77 44 6 z •N�m V� �+Z 1 i 4�u "aro•... . •. E, . r , / vc ;;£; ,;,; / / ;Y'r,�� ,r-r;..:✓ .r/r ,.r.:..:.,: r „,,f..,- .G,.,�.,,,;,/gam/� �/ � � r Or xxx xx-mummm ✓y�/'3 ,y�v ��� gil -. r, ,✓,x,i,, „x .,.,.,.. .,.xr,xr.,i ,.,,r rix, i., :/ .. :F: ..w'rr r r.:,r r - ., ,r.�,..,,,r....x.......... ,.xxxxxx✓.... ✓- / /i✓..,./,,/,,.�. .... nr.., ,,.,, F„x/,fir ,,.7�. e -:�”. .,. .,., r ,.. ... .,,, ....����,xxxi����. .,,..,...,rr.,.. -�-1/./-rr„�-,✓ffi,., :.1 ....: ..r,.rr r un,ss2.x.�......,... .,„ ,,..., ,,,.. 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T Ile Now .i; a ,f. o. k• i �t ti 1 I • w� a r lot 11 - fire caulk yg t * 44 V - 40 Mona 31-77--7 • S � T S�M1�MD WNRf A .� SAfi11' R. lot 11 - Basement smoke / CO _r _ F s 1 a 12 e- s ,e 1 1 • ' • ' COMMENTS - PIP • IPIP -- - FOUNDATION (IST) - _ - /_ice t f NMI , ilii�'`�. . L+.:� -� � �� .�► I, r ROUGH1 i ,�1LJlL�'� f � Us - a PLUMBING WIN, 01VOrm"WW' r 17WITfM 8TATE ENERGY CODE I _ << MA _� •� � .i.,it� �_�'��.lam„�. 7,� I ��� *'`r .r �f F / IADDITIONAL CO ENEN N-1, ' �,j► - - P.Fpp, - layarl �PIP, _ � i fir_. ♦ I. [ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps:!lwww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector: FEB 1 9 2021 Appticatioris arid,f6ti-ns must be.fllled'out in-theirentirety.Incomplete applications:will'hot'be'accepted:Where thoAppiicariiisnatthe" tivvner,an OWner!s Authorization.farMi,tPage 2)shalt be corriptetett.: k fr •: ._= �: : ";::� 1 ,,i ,r. Date:February 18, 2021 'owiil {s}:ol=` RoIE; v^ w: ;^;r` Name:Zenith Property Group_ LLC SC-FM#1000-106.00-08.00-065.000 Project Address:4285 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 _ _ Email monumentalproperty@yahoo.corn Mailing Address:3080 Route 112 Suite B Medford NY 11763 CONTACT`PERSON: Name:Christopher F. Dwyer , Mailing Address:437 South Country Road,„Brookhaven NY 11719 Phone #:63,1-286-8668 Email:cdWyer@lkma.com VESiGiVfPRt FE55iC1##�JJALtNFC1RNiA'1iCDN,' Name:-Robert A. Stee°le, _P�. ,^,Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country Road, Brookhaven,NY 11719 Phone#:631-286-8668 Email:rsteele Ikma.com Y-CONTRAC`i'dk 1t4i tJRMA►Ti D” X Name:Oasis at Mattituck Corp. „ Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807Email: eter moderns ehomebuildingcom DESCRIPTION..-OF"PROPOSEDiCONSiR U"66411:. BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? RYes ONO 1 PROPERTY 114611"'MATIt3N;• Existing use of property:Vacant Intended use of property:Sin le Famil Residence ._ ...-_-,-_-.... _ ._.. _..._,,.._.._.. _..._._ ... ......._. _.9__ _Y............. __.... ..._,..,. ... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ®Yes El No IF YES, PROVIDE A COPY. 'IW<CI'idck Sox After Reading ;the ownerjcontiactnrjdesigrw profess'16nai is responsible fnrall drainage aril stop»waterissiies,as.prtvided by..,'; °:Chapter 7 hof the Twan Cade:APPLICATION IS HEREBY iV ADE to:theeuil'6j liepartirient for the issuance pf:a;Bullding,P,4rmit pursuant to the Building'Xone: Cirdmante cif the Town isf Southold;Suffoi County,Neuf York and other epplicabte`iaws,ordieantes or;faegutations,for the for�tnsction additions,aiterationrorfor"reniovai of demoikion as,lierein desui6ed.Tfie applies»t agrees to ca»apiy-vuith,ail applicabie laws;ordI4ances;building code, housingcode arj legatatians and to,admit authorized inspectors'ors'premises°4iid in bulldlrig(sl for necessary Isispectlons.Talsestateme»ts•rrlaile Herein are. punishable Asa dans A mis Inearior pusrsuant to section 2I0 45 of ttid New xork State Penal Law; r Application Submitted By(print name):Christopher F. Dwyer IgAuthorized Agent ❑Owner Signature of Applicant:_. __ W W < < Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �day of February 120 21 1?14 AZZ,4f.-4 Notary Pub c PROPERTY OWNER AUTHORIZATION "crAnY Ui8L,C WtEGgND (Where the applicant is not the owner) ommi$,ton 3s s tate folk ew�ttoy�rk gust 17 2o2r I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalfth own outh d uilding Department for approval as described herein. 02 )/,/ ,2 0 ne 's Signa ure Date John P ovitch, Zenith Property Group LLC I Print Owner's Name 2 O�OgOFFOI,�coG� _ BUILDING DEPARTMENT Electrical Inspector H TOWN OF SOUTHOLD ® Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-950 Temporary Certificate # Date °(� /� 2021 Customer Name( [&- lwjalti4eAElectrician Name VU &= ./ Address one ,G e-mail e-mail' Phone License# 7- -Size I Q JV A Phase Overhead Underground #of Meters T Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s from the date above. Authorized by d UI:fOL BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � Town Hall Annex - 54375 Main Road - PO Box 1179 CA Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cbsoutholdtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: LfO Company Name.?UeCip Gly wkd . Name: p License No.: r V)F, email: Phone No:WJ.'J'"(LJ . abq ❑1 request an email copy of Certificate of Compliance Address.: ntv15!j JOB SITE INFORMATION (AIT Information Required) Name: S LLm f'] P-1)rP. Address: a W Cross Street: S Phone No.: 3 BIdg.Permit#: email: INO-n Q Grin Tax Map District: 1000 Section: & Block: g Lot: (06 BRIEF DESCRIPTION OF WORK (Please Print Clearly) yJ I+h ADD Arra U- � Cc and mml . Check All That Apply: Is job ready for inspection?: MYES ❑NO ❑Rough In []Final Do you need a Temp Certificate?: NYES ❑NO Issued On Temp Information: (All information required) / Service Size N1 Ph ❑3 Ph Size: Q® A # Meters I Old Meter# %New Service ❑ Service Reconnect Underground ❑Overhead # Underground Laterals C1 ❑2 ❑H Frame❑Pole Work done on Service? Y ❑N Additional Information: N.t.t.d `T< n b RS PAYMENT DUE WITH APPLICATION �\ \ Electrical Inspection Form 2020.xlsx J FQc�Y�� 2021 BUILDING; DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C= ma` `; Town Hall Annex - 54375 Main Road - PO Box 1179 y - Southold, New York 11971-0959 ss� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov seandp_southoldtownny.gov • �rz. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ® ' Company Name-Tueao e,eN6tw4ida, ke . Name: License No.: M email: Phone No:(Q�1.Q`'(�{ . �� ❑1 request an email copy of Certificate of Compliance Address.: 0 JOE SITE INFORMATION (All Information Required) Name: S fhNrP- Address: 0 Rd, MARI K Lb fA Cross Street: Phone No.: I b3l, Bldg.Permit#: 45qbS email:,be!h(1DhWefh(� /per �►i� Tax Map District: 1000 Section: J Block: 03 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) AA &WIAH nQ Check All That Apply: Is job ready for inspection?: C4YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: YES [—]NO Issued On Temp Information: (All information required) Service Size N1 Ph F-13 Ph Size: I A # Meters ! Old Meter# %New Service ❑ Service Reconnect Underground ❑Overhead # Underground Laterals 1 02 ❑H Frame ❑Pole Work done on Service? MY ❑N Additional Information: W.t^t.d T<JCA� nsAp PAYMENT DUE WITH APPLICATION 00 Electrical Inspection Form 2020.x1sx ���� r � r `e Puecio Electric Electrical PerriA14 t, 21 Frowcin Rd.Center Moriches,NY 11934 Office:631-874-2098 Fax:631-874-7086 Lot Licensed Electrician xs1v�v.puccioeleccttriccoip..coin C Q LL Job Name&Address: 19 Lights Pool: .-,Hi-Hats Pool Light Outlets Switch(es) Flourescent Lights Pump Smoke Detectors Outlets 3 G Switches GFI's 3 Smoke/CO Combos Timer GFI's Breaker(s) r--' Ceiling Fans Sub=Panel Exhaust Fans Bonding —� Fan Speed Controls Washer �. Dryer (GAS ELECTRIC) Septic Line Stove (GAS ELECTRIC) Dual Function Breaker _Fireplace (GAS ELECTRIC) Septic Line S �-. A/C Unit �- Dish Washer Outside Lights Dual Function Breakers GFI Breaker(s) 8 Arc Fault Breaker(s) ;L Panel ,lob AMP YO Total Breakers Breakers Used L11AA L. K. McLEAN ASSOCIATES, P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS DATE: 04/08/21 1 PROJ NO.: 20099.000 437 SOUTH COUNTRY ROAD ATT: To Muth ` tom" eji BROOKHAVEN,NEW YORK 11719 RE: ields @ attituck Lots 9,10& 11 TO: Town of Southold Building Department 54375 Main Road PO Box 1179 Foundation Surveys Southold,NY 11971 We are sending you 7x Attached 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 1 4/5/2021 1 Foundation Surveys for Lots 9,10&11 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 Exce tion+Taken TM} ; - Make-.Corrections as Noted I,--' -For Review and Commrenty Ohr. ; r\ I 4 1 Fore Due8 1� ,21 Prints Returned After Loan to Us REMARKS: It i ra Copy To: LKMA File,Zenith Property Group LLC Signed: Christopher F.Dwyer,Associate(Auth.Agent) Kidd Drive a < <' SITE PLAN DATA v a „ ZENITH PROPERTY GROUP LLC Gap u �I 4285 STANLEY RD. MATTI _. g- TUCK NY 11952 PROPOSED 1000 106.00-08.00-065.000 �;; CONSTRUCTION w ___-- Y ENTRANCE - _ SITE AREA. 37 1 E � :, : :.: ', . �:� %. �:.•` 04 SF 0.852 ACRES W _� �' °` � LIMITS OF GRADING: 27 470 SF 0.63 ACRES � A� n r_ ♦J ' E- �E 1 SPE ( f ytfi .... .. T N NO WELLS LOCATED WITHIN 100 49 A " k A E WID ,✓'"f e CPR T c.. SEDIMENT ON SITE � . C \. '•` ��; SILT FENCING ",. h4at, ck ITIS NR TF -' 45IT • n��'.;,'\ ',;A;�` �'' a,s 0 �\ �2 43 � �,_4.aa ,r,..Y•..,r,.?.,t. •'fi.'lr:r:,r:"t•:.7 itaa"-!y 4•Cr' .. 'J PROP. \ � `V'' ~ , r •.r�.��M:.tii :ti.u.r:-fr*a :•1.�;°'.n:',•`'i,,••,�Y.'i•':'zti.::.r,-?^•:av:r;L..4'' � \ \ •� =� � PROP. SILT FENCE ..}j::•a ♦i ?v'i.J:.e:.•.'Mw...�.�.t'' T. is.;i' . '�'. ,r • '! r «a n,.... yvti.t,: ink .�' `K:. rr •� 1 ., . Q :. \: AT ENTRANCE :, ..�. : .,,,,:,�:., x .. .�... :�,,. ,,,� •, � {. 298.>7 � - �� \ \ � ¢ v"L:,•i= r,.... �.�a".c��4�„--, ;a'+.yl•J ..;:::: •'.`.,; r2 oy '�: .. ,. *„*:� y}. --. }••x+ia•,`{i.l,)r. �' <Ve,= :,.T.t,�1.z. � :'Y"y,.w:d,•C= a 1 DW 1 ;..:.f>r=�`?:s' 'r.r!4,r .K;.rc?rr .y �� C m t h ./ LP t � K c.:w.�.v..•.<.. R. ,�.r .: ;tic. ......c3' N zx i` I • .. a,_..,e. .._ • "s .,aF yn r....t.yy ..�..4.�`.'�,re.'c9 '.K:.i .. � %'s`'':o.a:.i .F!;'r` �:;L?41. .d..2ti; ,.,..•c x.': .: +:=�'1:. e:vd.,F:e ��# :�`� �:�,%: \�' ";'' ,..r v ATS'' CONSTHVCDON ENTRANCE—FOUNDATION PROJECT . DAN � � OF COMPACTED 3/4 STONE SEND OR N.Y. '' .... "`.. ,,. LOCATION .. . .. '. � STATE D.O.T.APPROVED R.C.A.FlLL TO 18- � i �i>i .. �. •�^r (IM. ABf.TVE I OSTWC GRADE FOR > t 1 PROPOSED , ' t',t TRENCH DRAIN tV PLAN VIEW W 6 ADS PIPE TO DRYWELL ., _. 1 ��• -CVell \ ww OM �. T70SlIN0 GRADE T 4 6 `v L••�' _\ �'r•SIDEN"" :,:. ', `' CONSTRUCTION ENTRANCE—FOUNDATION OF COMPACTED .•,,.,:.. ....-. .... c ,. �` F, ; , \ - 7 3/4-STONE BLENDQR N.Y.STATE D.Q.T.APPROVD R.0 AGARSILT FENCING FILL TO1W(MI")AOVE DMNG GRAM OR DRAINAGE. 50-00/' w/ z LOCATION MAP eAS .75 CROSS SECTION _ RI �` TEMPORARY CONSTRUCTION ENTRANCE SCALE: 1" 1 ,000' DW2 .�1"---c�r ti 6" THICK REINFORCED :•• -' A i -•- 1 _ ,- CONCRETE COVER r \I k�- _-, CONCRETE SLAB BELOW GRADE 10' Y 0 0 _ _.._ _ STOCKp1L W e \ 1 SOIL,/, 5f f 1 SURFACE A5 PER SITE PLAN O (TYP oubi �� O IV a q 48 \ 'AREA 5p0 c W _ -:.,il !— -, �� N PERSPECTIVE VIEW --� N 0-- SAND BAG RECAST CONCRETE 36" MINIMUM 2 x 2 Z - ' -11 Q' -, CHIMNEY o IMPERMEABLE �� X O SHEETING FENCE POST— �NGROUA A_ pOO� III 13®®®® ® WOVEN WIRE FENCE _ Z I-III I ®®®® ® ® SECTION (s x s - 10 / 10 wwF ' a >k1 ? f 1111= 0®®® ® ® A=A FILTER CLOTH " ®®®® ® 8" ADS DRAINAGE PIPE 1:1 OR FLATTER 6" ADS DRAINAGE PIPE FOR SL ¢ ®®®® TRENCH DRAIN ONLY. 0 O O O O SIDE SLOPE OPE PROPOSED SILT I ®®®®® PLAN FENCE AS DETAILED h , _R EMBED FILTER' CLOTH R a CL 03 (TYR.) - -- CONCRETE WASHOUT DETAIL r y i - _ ,— ¢ I"I ®®® ® MIN. 6" INTO GROUND 1J=!! m o® __N.T.S. 4"l tr. -'1 w MAXIMUM DRAINAGE AREA f1 Mfl ®®® "s a ® ;- s 1 1/2 ACRE / 100 LINEAR FEET _ SECTION I L I I DETAIL� . - -- J �S� _ \ , - SILT FENCE DETAILS ���,_.►�" I � , ___` CLEAN SAND & .� SQUM NIS �/EGETA TION �� I GROUND GRAVEL FILL. v " T����- RBANCE NA ' - WATER TU _ CLEAN SAND & 2" HEAVY DUTY BAR GRATE, HOT 2 " :NQN DIS I N� 2'-0" Mi . 8'-0" Diameter 2'-0" Mi DIPPED GALVANIZED, 1.5" O.C. rFl-4" U�-FER _ GRAVEL FILL. E N ILIN B --> , �� R TE T 0" I� ' (/ / /i - Ik1, - �' ANGLE FRAME 3HOLE 4" O_ �- ' ✓ 1 J _.. -- r — DEEP FOR TYPICAL SECTION LEACHING POOL DW u) LIMtT OF \ � -44 \. / _ J-�40_ —/ -- ''_ SWIC NTS ,- 7„ CONNECTING LIMIT r IN 6j- GRADING �. i — `$ .`. 4 3 \\ ( = 42 FIND21 ' -VARIES %I END VIEW MON, f PLA"N3�o0N/F 3592CAROL C KEIL6,_1 NOTE EVELP 1. CONCRETEDESIGN STRENGTH PER ASTM C31 4,000 PSI AT 28 DAYS PUBLIC WATER �� + ' ' 9" 4" 2. REBAR ASTM A-615 GRADE 60 U co ` k" 3. WELDED WIRE FABRIC ASTM A-185 9 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING V J_SITE PLAN ., j SCALE: 1"= 20' 4" SOLID BLOCK Z 0 20 40 OMIT END WALL FOR INSIDE SECTION Feet SECTION A-A DEPTH EXISTING > GRADE TYPICAL ZIPPER DRAIN DETAIL ' ' BROWN SILTY SAND LEGEND: o.0 52 N.T.S. Q> PROPOSED BUILDING STORMWATEE DRAINAGE NOTES: >N ROOF LEADER 2.5 49.5' CALCULATIOtS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED TRANSITION u� PROPOSED ASPHALT DRIVEWAY -- AS A MINIMUM. CAST IRON CLEANOUT "T" REQUIRED DRAINAGE .UVJ TIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES BRANCH WITH BRASS OR � ---- PROPERTY LINE (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL THREADED PLUG IONAL MEASURES BROWN CLAYEY SAND DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE DATEBY DESCRIPTION APPROV. BY —�- PROPOSED CONTOUR IMPERVIOUS (ASPHALT = 2,100 SF COURSE OF THE CONSTRUCTION. 4" CAST IRON PIPE t— C=(1,400 X 1)= 1,40 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE 1% MIN. PITCH GRADE REVISIONS W —11.0 - EXISTING CONTOUR 1.400 X_2:112- fRAll2.Q= 233.33 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE NTRACT OR S THE SEQUENCE OF CONSTRUCTION PLANS 12' 40' TOWN O F S O U T H O L D PROPOSED SEPTIC TANK IMPERVIOUS (ROOF) 12,020 SF coNrRAcroR SHALL MAINTAIN ALL SEDIMEER. THE NT CONTROLS DIRECTED BY THE SAND REMOVE (� C=(2,020 X 1)= 2,0) COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE — PROPOSED SANITARY LEACHING POOL 2-nen X 2/12" (RAI�ALL)= 336.67 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN SUFFOLK COUNTY NY OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. �- PRO POSED DEAINAGE.ALCULATIONS: PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL PALE TO BROWN FINE SAND SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED L ASPHALT DRIVEWAY tGt BY THE ENGINEER ��� 8" ADS THE FIELDS AT M ATT I T U C K s PROPOSED SANITARY PIPE 233.33 CF .REQUIRED 5 -d SLOPE 1% O ry) 8'0 DRYWELL= 233.3;_C./42.25 CF/VF= 5.5 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION PROPOSED 8" ADS ROOF DRAINAGE PIPE PROVIDE: (1)84 LEAPING STRUCTURES 06' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. • , ROOF LEADER DOWNFALL DETAIL � �,0 NEty 1- L 0 T 11 S T 0 R M W A T E R IW, PROPOSED 8'0 DRAINAGE STRUCTURE (SOLD COVER) RQgf ( DW1333.33 CF REQUIRED N.T.S. 18 34' PROPOSED WATER SERVICE 8'0 DRYWELL= 336.61 (E/42.25 CF/VF= 7.97 VF MANAGEMENT PLAN N PROPOSED U.G. ELECTRIC SERVICE PROVIDE: (2)84 LEACENG STRUCTURES 04' DEPTIJ TEST HOLE BY MCDONALD GEOSCIENCE , O O —3 PROPOSED SILT FENCE DECEMBER 23, 2020 * * , L. K. CLEAN ASSOCIATES, P.C. O t� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r. 1 N 0 EX. UNDERGROUND WATER (NO WATER ENCOUNTERED) pp T ESC. UNDERGROUND TELEPHONE HIGHEST EXPECTED GROUNDWATER @ EL. 0.50' THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 4 A$ NOTED Sheet No. o� 9By: MF/CFD scale: T-' Z AND/OR THE FROM SPECIFICATIONS.ITHE rrras ? r,6 Designed 0 TEST HOLE "'z UNDER THE DIRECTION OFA LICENSED PROFESSIONAL 73ARE MADE, THE 97 t�� O PROFESENGINESIONAL ENEGINEER" MU�SIGNSSEAL, DATE AND �.`.x Drawn B MF Date: FEBRUARY 2021 C IA/ 1 ��FESSIONa' y J V V N DESCRIBE THE FULL DTfENT Of THE ALTERATION ON THE N.T.S. DRAWING AND/OR INNTHES720 FIC TION (NYS M. LAW --- Approved B RAS File No. PP v 20099.000 I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' pll PERMIT FOR APPROVAL OF CONSTRUCTION FOR A _ EXCAVATION INSPECTION REQUIRED DAD R ._„. �,° "'' SINGLE FAMILY RESIDENCE ONLY S(PANS FOR SANITARY SYSTEM RAD 50' VIDE) - - - (PRIVATE -`+�-- .,,..,max; r-•sc METER� �i . �3 °9 BY HEALTH DEPARTMENT :.z R=3 r,. DATE S�. R No. L�12 2 43 1/26/21 R-2170043 T R=300.0 �- F�.I='- t. 5 LN• 29&17' . ;_ . ®®ffi'ID ` APPROVED I FOR MAXIMUM OF . 4 BEDROOMS TRENCH PRO FOR �J . , EXPIRES''THREE YEARS FROM DATE OF-APPROVAL PROP.U.G. N 'ATER SERNCE 7,x ELECTTRIC SERVICE 49 - .. I L } BEDROOM .. L—} 2 RiontCE a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES RAG . UNF1 HUSHED 44 F.F.=5075 . W�BASEtAEST . : 52.75 N F'fx 4p^ ko _0 m INGROUND _ ` ) c h POOL LlatohrtY.Hills 45 m N II) - PROJECT l � � I LOCATION 2 I J VEGETATION - i NATURAL i NON DISTURBANCE. ON BUFFER „ f' \1� .� RETENTI 44 , LOCATION MAP 42 _�f�'._ 214,33 SCALE. 1"= 1.000' S 59-203100 CAROL LaP n` ry - PUBLIC VATER SITE PLAN SCALE: 1'= 40' _ GRADE 0.0': ;52' BROWN SILTY SAND .LEGEND; .. BUILDINGS: 2.5' 49.5' O PROPOSED BURD20 BED P@9 2 R'/RESIDENCE 4 BEDROOM . PROPOSED ASPHALT DRNFWAY ZONING R-40(RESIDENTIAL) DROWN LIAYEY SAND DATE BY DESCRIPTION APPROV. BY �., PROPERTY UNE PROPOSED CONTOUR SITE DATA: REVISIONS C : 1000-106-08-065 .. —11.0—E1O570ic CONTOUR SCUM# 12• 60' TOWN OF SOUTHOLD, �'. PROPOSED¢PRC TANK SITE AREA 0.852 ACRES I Ikiwi SUFFOLK COUNTY NY -� v) P+R pcm SANITARY LEADILING FOOL GENERAL NOTES: � _ � THE FIELDS AT MATTITUCK 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY STRUCTURES PALE TO BROWN FINE SAND �R) PROPOSED FUTURE DCPANSION SANITARY LFACISNO POOL 2. THERE ARE NO KNOWN STORM DRAINS Wf00N 20'OF PROPOSED CESSPOOLS... lJ PROPOSED SANITARY PIPE 3. THERE IS A WATER,MAOI AVAILABLE ON STANLEY ROAD. 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS_ LOT 11 PROPOSED SANITARY PROPOSED 6'AOS ROOF CRAOLAGE PIPE .. A. _ PROPOSED BY DRAINAGE STTIUCTIIRE(soup COVER) .SURVEY NOTES: .7Ffl�� PLAN - 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS'. - • PROPOSED WATER SERVICE 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM.LONG ISLAND ZONE. TEST I LE 91' MCDONALD GEOSCIENCE � � �� �.J' L K. MCLEAN ASSOCIATES, P.C. PROPOSED U.O.ELECTRIC SERVICE .. 3- ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1986. DECEMBER 23, 2020 CONSULTING El1C111LD15 4V SOUTHNOOpUVE1L Ip YM 11719 E%.UNDOMRORID MATER 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP UDAk POST SANDY FROM THE NATIONAL OCEAWC AND 40 WATER ENCOUNTERED) - EX UNDEILGRWIIID TELEPHONE ATMOSPHERC ADMINISTRATION - SRO.L No- HIGHEST PECTED GROUNDWATER® EL 0.50• n.mrm w o T4s my v Io Loc. 'iii, 97 �' Dni9lyd W. 5. PROPERTY SURVEY PERFORMED BY LK.MCLEIN ASSOCIATES.P.C.ON 5,-13-2009 4 UPDATED ON 1125-20 M �xwmowa� �,I r S MF/CFD smote: AS NOTED um ns�s�v.Imo wocma TEST HOLE #3 .-aP�'" �a �.+er MF Dom: DEC. 2020 SA N.T.S. .. - A cmc somMcs'"1pdn m f om Tr►p / APvrbYed W. RAS Fh No. 20099.000 I F.F.ELEV.-52.75' I STOPPER OR END PLUG 10•It 15.OUAZTTE FINISHED GRADE FENCLOSURE WITH COVER GRADE LOCKING CASTING TO GRADE ELEV.- IN LANDSCAPE AREA (a. 49.30) 49.50' CONCRETE COVER I 20 1' IN. —L EXISTING MIN. AX. 2'MAX GRADE 4' CONCRETE CHIMNEY 0. SDR MIN, 4'DA35 PVC PIPE PRCH MIN. 1/4•PER 1' -- — SDR 35Mpk?,PE f E PRCHEp INVERT(IN) ---- I 6• s MIN. + PER 1. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEV. 45.15• �-- i BAFFLE , 25' ' WALL CAST IRON PIPE SHALL INVERT(IN) 6• INVERT(DLII) EXTEND THROUGH FOUNDATION WALL A MIN. ELEV. 44.15' I ELEV.43.65' OF 2'. 5.0' INVERT (IN) (EFF. DEPT) 6• SDR 35 ELEV, 4265' F—ff-o- PVC DROP TEE I Ft 4• L STANLm SECTION sma.ew 4'MIN. 6.0 PLAN I/e'9K Wmn 3/r 0.170 C/9v 8'0 1.250 GALLON SEPTIC TANK W/DOME j u uM SPI.9 WAXIM 9 m As1Y A4e(sAS3 30D oa 3SB s+rar:FM 12'-0• 2 :roR AA400 t 16 3o-u X16M.AY 3. TRAY[AND COY311 AS MYfl6ACNHID DI IDlO G" PRIM"OR AFFRDNT MW_ 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. I 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER NTe 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND 3.0' -- LOCKABLE. (MIN.) COLLAR ' 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I 3.0' EXCEED TWO FEET IN HEIGHT. (TYP.) '(MIN.) �- nano OR DD n.o Ir.Ir oaosuc!JY 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I neRm WA I a o 3uaoc e EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. R IS THE - -• - - I wmcAR"'n" CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL BOTTOM OF POOL , AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ELEV. 30.99' I 6; TION PENETRATION LNTO A 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL VIRGIN'.STRATA''OF;SAND,& COMPACTOR AT 6• LIFTS. GRAVEL � '.. S.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY G' DISTURBED AREAS. L. _ ,_,__ _ __ _ _ _ _ _ __ _ J .•a a D.o. 7. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. 3' MIN.ABOVE IGHESi BACKFILL MATERIAL EXPECTED G U DWATER CLEAN SAND AND s • ^°� GRAVEL TYPICAL CLEANOUT DETAIL Km TYPICAL LEACHING POOL HIGHEST EXPECTED WATERELEV.�0.50' -------------- -------------------_---_— i i DATE Bt' DESCRIPTION APPROV. BY LOT 11 SANITARY PROFILE REVISIONS • N.T.S. 4 TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK Ac11y��,, yoO�Rl M"Stff LOT 11 SANITARY DETAILS L K. McLEAN ASSOCIATES, P.C. a G ' oommLY0 DIL mts 43T smm fDIM141 M mmum Id vm 11710 •s.:' �.,c�0�'a res k»weo�a M'i:° ,')• 77 ��`'" D-1p d 6Y. MF/CFD swlo: AS NOTED Sf'°ot Ho' WAam.'A.✓o�mravua u.a•n (fIV._•' ,o„_o®- �__�!5,o D. By. MF out.. DEC. 2020 /� ooa>• it:®er ar nc "SKi'-a ne ^ 1 4p--d 6r RAS FD.No. 20099.000 ... C X N/F SURVEY 1 FPR PROPERTY: � .. 49.1 X STANLEY ROAD +AOS - - SUBDIVISIONONMAP of x 8.9 ASPHALT PAVEMENT THE FIELDS AT MATTITUCK rc=a (PRIVATE R AD 50' wIDE� - LOT 11 OO ONCRETE CURB _a FILED MARCH 31, 2006 AS MAP NO. 11370 . .........T 298 __ R=300,00'®L=1.22�43� --� SITUATE AT >7 Q ----- MATTITUCK TOWN OF SOUTHOLD. k SUFFOLK COUNTY,NEW YORK_ 1 AREA OF PARCEL 37,104± SQ.FT.: OR 0.852± ACRE 1 � NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 1 N 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 N4 VD 1988. � CU n�t UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND V 4. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,'OF THE NEW YORK STATE 1 1 EDUCATION LAW. 1 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS EMBOSSED'OR INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY.WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 12 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 1 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 1 _ THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 10 —VACANT— 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 1 , RESPECTIVE UTILITY COMPANIES. 1 8. RIGHTS-OF-WAY NOT SHOWNARE NOT CERTIFIED. 3 9. THE SURVEY CLOSES MATHEMATICALLY. tnCbM CERTIFIED TO: 1 � e � 1 Mme . e� LEGEND ti WOODED N �,��,Of NfW yo 1.ZENITHPROPERTY GROUP LLC Q •••'•••••••••• ELECTRIC MANHOLE =1 ; �� p�A S T 2.FIRST INTERNATIONAL TITLE AGENCY •••"......... WATER VALVE ® ...............WATER METER — - - - - - - - - - - - - - - - - - - - - - - - - — — — — —— — 0 •.. CABLE TV Bax - I hereby certify that this map was made from an actual survey •••'•..•'••'•' LOT NUMBERS NON DISTURBANCE. NATURAL VEGETA TION completed by me,on 05/13/2009 and updated on 01/14/2021. ......:....... BUFFER AREA 1 .. .. • 1 RETENTION BUFFER. �� 050528 —T—• •••••••••••. UNDERGROUND TELEPHONE T :"'•'•'•'••••TELEPHONE MANHOLE N AN,P.L.S. O �. ��ANOS� TAMARA-L. STILLM —E—..•• .••.•..•.UNDERGROUND ELECTRIC NYSPLS o. 50528 —W— UNDERGROUND WATER 1 02112121 T.L.S. Added property comer monuments set T.L.S. ■ ..............CONCRETE MONUMENT ,•I - • .--" DATE BY DESCRIPTION JAPPROV. BY ® ..............PIN W/CAP SET 30' REVISIONS. — �zjo � � MON. FND. i � Town of Southold S 59 23 00 W S 0.1 214.33 . Suffolk County, New York E/W OL, N/F I _ 27 Stanley Road CAROL C. KEIL I Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP ! Survey of Property DISTRICT 1000 SECTION 106.00 -L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS& LAND .SURVEYORS BLOCK. 08.00 - 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 065.000sheet No. _ surveyed By. KG/JL Scale: 1•= 30' Drawn By, GLB Date: - 12/09/2020 Il P�\20099.000FIe(ds @ Ma ttltuck Engr 8 Survey\Survey Dept\Braw1ngs\20099.000 lot 11•dwg 6/29/2011 4,17 PM Tamara Stillman jApproved Byi TLS Flee No. 20099000 Il _ SURVEY OF PROPERTY L I ON THE / 49.1 x STANLEY E.Y ROAD � � �x 48,7 - - iSUBDMSION MAP OF X48.9 ASPHALT PAVEMENT THE FIELDS AT MATTITUCK EP 49,0 (PRIVATE ROAD 50' WIDE) Ep4482 LOT 11 48.8 EDGE OF PAVEMENT TC 48.8 QD EP 48,5 CONCRETE CURB FILED MARCH 31, 2006 AS MAP NO. 11370 V \ 298 17, _ R=300.00'®L=122.43' _-� SITUATE AT ---�-- MATTITUCK TOWN OF SOUTHOLD / SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 37,104± SQ.FT. OR 0.852± ACRE LEGEND NOTES _ _ —45+� 1. MEASUREMENTSAREINACCORDANCEWITH U.S.STANDARDS. 0 Q ............•• ELECTRIC MANHOLE 36,6_ 42.6 N 27' oRi N I M Q 2 8 92 2 7 .-,6 N 2. BEARINGS AND DISTANCES AS SHOWN ON-THE FIELDS AT MATTITUCK',,FILED MARCH 31,2006 AT •••••••••••••• WATER VALVE 27.1' N - THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. 10 ni 8.0' T,F,EL,51.6 ® •............•WATER METER � 3. ELEVATIONS REFERENCE NAVD 1986. 0 ............•. CABLE TV BOX n%0 N FDUNDATI17N Q y `v UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND El .............. 1 BUFFER AREA J 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE 24.3' 2'2 EDUCATION LAW. —T—•••••••••••••• UNDERGROUND TELEPHONE o Q 42.6 t6 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND T TELEPHONE MANHOLE aC z 373' td SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. —E—••••••••••••••UNDERGROUND ELECTRIC 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN —W—••••••••••••••UNDERGROUND WATER ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS . ••••••••.•••••CONCRETE MONUMENT I 1 LDT 12 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 ••• ......••PIN W/CAP SET ' ' I TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO T.F.EL. ••••••••••••••TDP FOUNDATION ELEVATION LOT 10 �_ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. x44.5 ••••••••••••••SPOT ELEVATION I 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 TC ••••••••..••••TOP OF CURB I UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. EP •••••••••••••-EDGE OF PAVEMENT I 1 � .. -,,,y .'�-••Y :-y�=a, -_•{'. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ` _ `'`� i-y,{w,.S._,_� _; L' �kn: � , •` � I � 9. ; THE SURVEY CLOSES MATHEMATICALLY. W APR 8 2021 ti ° o � •_. Mirk .- _ :g:i., i__-rrn�.'_'''' � I \. —.— — - - - - - -- -- - - - - - - — — — — — — —•— — --- — —— — — NDN DISTURBANCI�7I NATURAL VEGETATION . , ,`�QF NEjp RETENTION I BUFFER ! O� DATE BY DESCRIPTION APPROV. BY30' �� 0,505291 DATE -- +- --�-�1--- `- FQTown of Southold S 59°23'00 W MON. FWD. ; 214,33' (ANDD Suffolk County, New York N/F EIV D.L•I LOT 27 Stanley Road CAROL C. KEIL I Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP - NNI hereby certify that this map was made from an actual survey FOUNDATION AS—BUILT DISTRICT 1000 completed by me on 04/05/2021. �/A L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING S & LAND SURVEYORS BLOCK 08.00 �I('/LtLQ•t(� •� �f`pi�- 437 SO. COUNTRY ROAD,BROOKHAVEN, NEW YORK LOT 065.000Sheet Nc. TAMARA L. STILLMAN,P.L.S. 5.�ysd B,. KG/JL Scale; 1•= 30' NYSPLS No. 50528 Bro.0 By. DM Date: 041061RORI Il P�\20099,000 Flelds e Mattltuck Engr 8 Survey\Survey Dept\Drawings\LOT 11\20099.000 lot 11 Fnd AsB..dwg 6/29/2011 4+17 PM Tamara Stillman Approved By: TLS FO.N.. 20099,000 Il SURVEY OF PROPERTY IN THE STANLEY ROAD oSION 49.1 x xas.7 SUBDIVISION MAP OF X48,9 ASPHALT PAVEMENT THE FIELDS AT MATTITUCK TC 49 (PRIVATE ROAD 50' WIDE) rc 4s.5 EP 48.2 cyr� EP 48B TC 48.8 LOT 11 V E E NCRETE C BRICK APRON FILED MARCH 31, 2006 AS MAP NO. 11370 298 R=300.0 L_122.43' �-" SITUATE AT STRIP DRAIN MATTITUCK 1 \ TOWN OF SOUTHOLD 3 I SUFFOLK COUNTY,NEW YORK �Q � I q Y i AREA OF PARCEL = 37,104± SQ.FT. OR 0.852± ACRE x � I RICK WALK DDD POST (TYP.) NOTES TEP _ LEGENDRODF POR _,4q,7 ` 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. OVER WOOD CH Q """""'•" ELECTRIC MANHOLE I _36'3, 9.6' o o \ 271' 0 28' 6 Z8' c 28' \ (V 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK"FILED MARCH 31,2006 AT •.•••.•••••• WATER VALVE I N IRR. BDX ry THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. b ELECTRIC METER RI FF EL:528 IN. WELL/GRATE (h ® '""""""'WATER METER ti in 3. ELEVATIONS REFERENCE NAVD 1988. ® •'"""""'• CABLE TV BOX a 2 STORY FRAME N 0-- EQUIP. N UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND ••••••••••••• BUFFER AREA (L HOUSE & GARAGE (i 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE \ EDUCATION LAW. -T-.............• UNDERGROUND TELEPHONE I 24.5' PAVER 20,Ui \ QT TELEPHONE MANHOLE I CON( ch STOOP 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND DRAIN PROP. SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. -E-••...•..••••.•UNDERGROUND ELECTRIC CELLAR 37'8' TANKS ENT. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN -W-••..••..•••••.UNDERGROUND WATER ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE ✓IN, WELL/GRATE _ - NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS ■ .••.....•••.••CDNCR£TE MONUMENT I _-___ BLDCK PAVER PATIO _ (0$.21 LOT 12 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO -. -.-• • • ' THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND ® ..............PIN W/CAP SET / ,____ GATE _- r� TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO T.F.EL. .........•..••TOP FOUNDATION ELEVATION LOT 10 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. x44.5 ......•.......SPOT ELEVATION ,IN-GROUND SWIMMING POOL 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON m THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL TC TOP OF CURB \ UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. EP •• ••• EDGE OF PAVEMENT 39.7' \ E •••••••• DRAIN INLET W 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. lk 3. BLDCK PAVER PATIO � g. THE SURVEY CLOSES MATHEMATICALLY. 4' ALUMINUM FENCE \ O cn \ \ 1 CERTIFIED TO: 1.HEIGHTS ABSTRACT 2.FIRST AMERICAN TITLE INSURANCE COMPANY NON DISTURBANCE NATURAL VEGETATION . /OF E 3. U.S.BANK NATIONAL ASSOCIATION 4.EUGENE KOLODIN RETENTION BUFFER \ P5.JESSICAKOLODIN c7��Q�1L STY!l4- 1 DATE BY DESCRD:TION APPROV. BY 050528 �OREVISIONS -__�- -- -s -- -- -- f0 � Town of Southold S 59°23'00' 6/ SOD.1 FND. 214,33' LANDS Suffolk County, New York N/F E/W 01.1 LOT 27 Stanley Road CAROL C. KELL 1 oil Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP 1 hereby certify that this map was made from an actual survey Final As-Built Survey DISTRICT 1000 completed by me on 04/05/2021 & 06/01/2022. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.001114 �l Q - 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 065.000 TAMARA L. STILLMAN, P.L.S. Syed By. ✓L/JPL 5tele: I= 30' Sh-t" NYSPLS No. 50528 Drown By. GLB Date: June 3, 2oz2 1 SAShared Wlth Me\Projects\20099.000 Flelds @ Mattltuck Engr 8 Survey\Survey Dept\Drowings\LOT 11\20099.000 lot 11 Flnol AsB.dwg 10/26/2022 944 AM Fronk Poponikolatos Approved By. TLS Fle Na. 20099.000 Il SURVEY OF PROPERTY LEGEND f ON THE ELIECTPIC M4,%'I-0LE SUBDIVISION MAP OF SEP 2 8 6'A TER 1 AL`E THE FIELDS AT MATTITUCK cm t"ATEP I-IIETEP U ;Lai r � CABLE T'. Rfl LOT 11 3"F FF-EP 4Pr-^ -70 FILED MARCH 31, 2006 AS MAP NO. 11370 5:� IJ' —T— UVDEkGR,7UiJD TEL EPHOIJE SITUATE AT Cy -_7------------- TELE-Piii9NE --------------- Fl," A_ — STA ROAD ulllDEqcP:,7ul.ID EL EC P.If MATTITUCK CpRIVATE ROAD 50' 614 TEP TOWN OF SOUTHOLD �vl —I— CLIN,RETE /-fj7NVM0 T T 43_ 0 PIN t, CAP SUFFOLK COUNTY,NEW YORK R=300-0 7 —17UNDA71DN ELri-A=,V 29 8.17- t 5TR,p J)PAJ14 AREA OF PARCEL = 37,104± SQ.FT. OR 0.852± ACRE 44 5 fPOT AT;DN 0) LP 1. TC TD�7 f� CUP,; 14 NOTES EP EDGE 0—P4L'EKENT DPAFN "NILIE7 7. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. s DW DP)WELL 2 'BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT 00 . , PC THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 6" vA rl 2, 9,6' 9",5 lU I, 3. ELEVATIONS REFERENCE NAVD 1986. 27.1' ; '. . 7.6' s Om :, 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND HOUSE SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE :i ELECV" .STORY FRAME& GARAGE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES 1 3701 SL 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED By THE V,p p,TIC Pl. NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS ae SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO < THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO N ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE 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 ",rF P"710 7Cn RESPECTIVE UTILITY COMPANIES. S. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED 4- 9. THE SURVEY CLOSES MATHEMATICALLY &81 U-) c; AS-BUILT SANITARY T DISTANCES FROM CORNERS OF BUILDING 4 z A 9 Ln ST L 1"29'-7- CENTER OF COVER LP[�338�- CENTER OF COVER 33' 9 0 L — -23'00 s 5 I-L St?FOLK COU[q*r\g'D PPARTMENT OF IIFJ%LTH 3ERVICES APPROVAL OF CON',:TRUC'TED WORKS FOR SITE PLAN A 84AGLE F-;,,ILY RESIDENCE 9/8/22 MF I AS PER COMMENTS DATED 8/22/22 _F-CFD SCALE 1'= 40' 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CFD A, DateOCT 2022 DATE BY DESCRIPTION APPRov. BY c 25 . REVISIONS T, The&vffNe dL%)OW andl oz Lz.- - ;pp;y I aoNUas al tliks:czagon have bash TOWN OF S O U T H O L D Lq2pe(isd ancYor certified by Lhis Dep2ment or other qpsties and firer to SUFFOLK COUNTY, NY W sat*dmy FOR A WMI MUM, m qF 4 moow& THE FIELDS AT MATTITUCK Lz", —BUILT LOT 11 SANITARY AS PLAN SUFFOLK COUNTY REAL PROPERTY TAX MAP Craig Knel3per, P.E.. Chief L. K. McLEAN ASSOCIATES, P.C. [,-N J _c I A I — 437 SOUTH COUNTRY RD.,DRODKHAIEN,NEW YORK 11719 DISTRICT 1000 4 CONSULTING ENGINEERS Sit: via I— Slee'l SECTION 106-00 Designed By: MF/CFD sc.j. AS NOTED BLOCK 08.00 JUNE 2022 S Lrk Dm.,By MF D.t. SA3 LOT 065.000 SUFFOLK COUNTY DEPARTMENT OF HEALPH SERVICES - cl; -,,,.-el BY RAS Fu NO 20099.000 6j, TONN COMMENTS IITHE AURORA II z O U RETAIN STORn4 WATER RUNOF A PROVED AS NOTED PURSUANT TO CHAPT R 236 z DATE:- OF THE TOWN CODE. O B.P.# V A aL)AL I TY NE:V4 HOME MODEL 5Y FEE: ` � BY: � COMPLY WITH ALL ODE ) OF 13 a NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & OWN i OD 14-- 765-1802 8 A TO 4 PM FOR THE AS REQUIRED AND C NDITI OASIS AT MATTI TUG�G, CORP. FOLLOW NG I (�,S IJSPECTiONS: F a 1. FOUN ATION - TWO REQUIRED -BA O q) q) FOR POURED CONCPETE _ ' 44PIAN 2. ROUG - FRAMING PLUMBING 0 3. INSUL 1TION SaMal MTRUS E cv i 4. FINAL - CONSTp'_!^TI`)N MUST Q O F— BE C MPLE-E r0? 03. Q , ALL CONSTRUCTICN SHALL MEET THE N REQUIR MENTS OF THE CODES OF NEW _ YORK S ATE. NOT RESPONSIBLE FOR DESIGN R CONSTRUCTION ERRORS. OCCUPANCY O -- -- USE IS UNLAWFUL PL MBER CERTIFICATION WITHOUT CERT FIC I F --= IN EAD CONTENT BEFORE OF OCCUPANC LA CER -IFICATE OF OCCUPANC`; S LDER USED IN WATER S PLY SYS TEM CANNOT M B IN G, E EED 2/10 OF 1% LEAD. ALL PLU-781'q;G "JAS - - - - - - - - - - - - - - - - - - - - - - - - - --- � &WATER LINES -E ECTRIcAL rrinG BLFQR��c�;E: ) I,rfG INSPEc iON REQUIRED LU oX TRUSS PLACAr7DING DEQ BRED N DO NOT PROCEED WITH FIRAIIIINI,, UNTIL SURVEY, ovir ' OF FA=j -OUN .ATION LOCATION Must p de Manu is h'13 BE N APPROVED. D, 1 and S as per NYSEnergy CodC FINISHED SECOND FLOOR lower door All exterior lighting and ductwork 1; � installed, replacod or Z testing required. repaired shall conform fy OL o to Chapter] O N of the Town Code j� � w m El 0 ■ ® ■ 0 ® ® 1dz o m Z Z � � Ozw El El 0 0 ElEl ■ ■ FLOOR AREA A TABLE: < = FU _i- - -- FIRST FLOOR p-W O W FINISHED FIRST FLOOR 1,215 Sf - - - SECOND FLOOR 1,202 Sf n/ Q-1 '�O - - - - - - — - - GARAGE l.� m w ■ r 552 sf 0 ' El El ® N BASEMENT 1,226 sf � ` FINISHED GRADE PORCH 241 9f X < p TOTAL LIVING SPACE 2,41'1 s I I I I I I I I I l l 1 1 I I i t I I I I I I I I ■ CONDITIONED AREA 3 '43 sf (INCLUDES BASEMENT) � — - - - - - - - - INFILTRATION VOLUME37,200cf - - - - - - - - - - - - - - - - (INCLUDES Z. t/ INDEX TO DRAV41 NC 5 R �.,. r :» DRAWING No. . / i� j. is COVER ELEVATIONS A-I .� FOUNDATION PLAN A-2 FIRST FLOOR PLAN A-3 FRONT ELEVATION O 2nd FLOOR PLAN A-4 WALL BRACINO 8 ROOF PLAN A-5 Fr n SCALE: 1/4 = 1 ft SECTIONS 4 DETAILS A-6 *11VERE0 FSB 1 d 2021 NOTES A-'7 TJI-DETAILS A_g o S O � � 0 O OX 0 — 06 p 12 0� cj v z -�5.25 i nnO,, O L �v ~ Q v � OLZ F171 ■ ■ ■ 4-r P � 12 X a� ---------------- 5.25 ---- 'q` < — uw � - O� O O J DATE: FEBRUARY 2021 COVER 4 SIDE: ELEVATION REAR E:L.E VATI ON S I DF— E:L :\kT I ON ELEVATIONS SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: 1/8"ft DRAWING NUMBER A === I A F A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE [Rg05.2.6] O O 24'-4" No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] v 14'-8 I/4" 1,-51/21, TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j SELF-ADHERING POLYMER-MODIFIED 2x8 [UG315] P.T. LEDGER (- BITUMEN ICE SHIELD BARRIER[Rg05.1.2] ZO _ _ _ _ _ _ _ - - - I/2"4' x 4" GALV. LAG SCREWS AT 16" O.G. 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES O STAGGERED [R507r.q] P.G. FTG 36" IN51PE EXTERIOR WALL LINE FOR > 8:12 SLOPES - - - - - - - - - --- 4'-6" BASEMENT ENTRANCE STAIRS 1/2" STRUCTURAL PANEL SHEATHING [RF,03.2] (2)-2x10 P.T. GDR- ( IL 8" REINFORCED CONCRETE RETAINING WALL R-31 CLOSED-CELL SPRAY FOAM (SPF) INSULATION 0 _ #4 REBAR AT 12" ON-CENTER EACH WAY W lu L -I oL -J STANDARD HOOK AND LAP INTO W' x 8" P.G. F- m DECK 0- I0 FOOTING. 2" MIN REBAR COVER SOLID WOOD BLOCKING O N ' ABOVE z - Z - O m N Q O - - - - - t - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - _ CEILING JOIST f- - - -3024 5L - - '`� DRIP EDGE [Rg05.2.8.5] N ` - 3024 5L v 12-8 1x8 WOOD FASCIA ll" T `t 1/2" GYPSUM WALLBOARD I i SOFFIT VENT I - 7�s�b"R " DOUBLE 2x TOP PLATE i VINYL SIDING. ATTACH THROUGH RIGID - - - - - - - - - - - - - - d� MINIMUM 24" LAP SPLICE LENGTH [R&02.5.21 ! INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND _ AREAS AND TO RE515T A MINIMUM 28 sf EMERGENCY ESCAPE 4 RESCUE OPENING I - _ A A-6 � NOTE5 INDEXED TO THE 2020 ENERGY CONSERVATION G0N5TRUGTI0N 10'-6 1/2" 12-� O GODS OF NEW YORK STATE (0 4" z ,. RI01.5 COMPLIANCE: This building was designed and shall be v 411 constructed to meet the 2020 ECCCNY5. Both REScheck(U.S. Iw / Department of Energy) and REM/Rate (Noresco) computer " PROVIDE RESERVED PAGE IN SERVICE PANEL TO CODE :r software was vtilltzed to demonstrate compliance. All FOR FUTURE SOL R ELECTRIC INSTALLATION [TI03.Q] ZO ,`. mandatory provisions of the 2020 ECCGNY5 - Residential WOOD STEPS Provisions are in force. FOR LAR ELECTRIC [T103.81 ,-- 810522 WRITTEN STATEMENT, To the best of my knowledge, INSTALL I2"0AVE TICAL SCHEDULE 80 PVC CONDUIT G 05ED-CELL SPF belief and professional judgement,these plans comply with the 8'-O" WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS O L Energy Code. Furthermore, as a RESNET certified rater (I.D. N ABOVE OR G PS AT EACH TERMINUS [E3802.3.2]. No. 26143017), 1 certify that these plans comply with the Home i, Energy Rating System (HERS) program. A signed certification O AO AO H B W of compliance with the HERS program (NERC) will be submitted Q O 4toof the constructed building to demonstrate compllane. N Q--I PIGRE z Ul { GYPSUM BOARD W i z 0 (006>11 i R301.1 CLIMATE ZONE. 4A Suffolk,NY Q W-� C___ I 1 I L_----_ _CONTINUOUS BEAD OF w (2)-L-T5xll.25 LVL HDR (2)-I.75xll.25 LVL HDR -- --T___J 1 ® L-_____ - 0(ENGINEERED DESIGN) (ENGINEERED 51 N) I I tV SEALANT 84012 COMPLIANCE: This project complies with 2) Section R405 Q I DW I I Simulated Performance Alternative, and the provisions of v r u - - ---------� O 1' GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." 1 M ii U) EXTERIOR Mandatory requirements: z -JI IR INTAKE dJ { R4013 CERTIFICATE: Builder to post per Code. q [R 06 -' - KITCHEN I I „ _ 23'-4 m `o i 36 GUARD [8312.1] O CONTINUOUS BEAD OF 8402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 I __________ ---------------------- SEALANT AGH by HERS rater. See Table 8402.4.1.1 In plans. m r __ -------------------- ----- R402.42 FIREPLACES: Facto built with UL 12-1 doors. z O p z r -- -----------� 3 " H ND I [ 11.78] 1 )' ! CONTINUOUS MINIMAL R402.4.3 FENESTRATION. See window/door schedule i= EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z N FAMILY ROOM BREAKFAST o Q w _ r UNIT PERIMETER hot water heating appliances to be direct vent with both = I 7-O" I 4:_4.11 p q I 0 BA EM NT EN GE 4 intake and exhaust pipes Installed continuous to the , • X : L ---_ - o <- VOVN Lu UL 127 LISTED AND ----------- outside. I- WINDOW UNIT R402.45 RECESSED LIGHTING: IG-rated and labeled as A LABELED 36" Q having an air leakage rate of not greater than 2.0 cfm t W0 FACTORY-BUILT NOTE: a-O CEILING HEIGHT per Code. Q f FIREPLACE [RIO04] THROUGHOUT FIRST STORY 000 R402.5 MAX. U-FACTOR 4 5HGC: See window schedule. I - I 9 25 cfm CONT. I `� I ELEC. PANEL R403.1 CONTROLS: See plans for thermostat Information. Proi TECHNOLOGIES ~ cv TO ERV I I - R403.32 DUCT 5EALIN6: All duct joints shall be MODEL T705 I I ' mechanically fastened and sealed with duct mastic PROGRAMMABLE u� [MI505.4] I I 1 CONTINUOUS MINIMAL sealant. I mastic to duct seams. E Apply THERMOSTAT I I E -�-- EXPANDING FOAM AT WINDOW 8403.3.3 DUCT TESTING: A duct air-leakage test Is not I I E _--�'- i UNIT PERIMETER required under exceptions I and 2. (3)-1.-15 x 14 LVL FLUSH (3-T LONG) el E R403.35 BUILDING CAVITIES: Framing cavities shall not be (2)-2x10 HDR J I E t used as ducts or plenums. 6'-6" 1 I E INTERIOR GARAGE WALLS R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate REF I - I o R-15 BATT INSULATION mechanical system piping carrying hot water to on - O 4x4 P05T i - J Lp YY GYPSUM BOARD R-value of not less than R-3. _ __ 36 GUARD [8312.1] _ __ __ _ __ _ __ ' R4035.1 HEATED SERVICE HOT WATER(5HVV CIRCULATION N - �^ GARAGE CEILING: 1 CONTINUOUS BEAD OF SYSTEM: Not In project. m _ 4x4 POST 241Q I Q PDR 3'-O" LOAD BEARING LL Ys" GYPSUM BOARD SEALANT R403.6 MECHANICAL VENTILATION, ERV continuous u� HEAT DETECTOR v [TABLE R302.61 ventilation system specified In the plans exceeds the N-> N 1 4:, 56" RAILING +' minimum efficacy of 12 cfm/watt. m U 10 R irm 1 4'-6" 4 f,° F G'_2" O N R4033 HVAC EQUIPMENT: Sized In accordance with AC,,-,A 4x4 POST K SYPSUM BOARD Manual J and Manual S. __ _ SELF-GI20-min R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable I 36"GUARD [8312.1] 20 cfm CONT. TO ERV Ze-10 F.R. DOOR[8302.5.1] R405A SNOW MELT: Not in project. _ I 7-6" 3'-2" I z cv [MI505.4] _ Q ( R403.10 POOLS AN SPA5: Not in project. ;� o : G CONTINUOUS BEAD OF N az ADHESIVE R403.11 PORTABLE SPAS: Not In project. - , 1 2" m (3)-1.75 x 14 LVL DROP HDR cv W R404 LIGHTING: Builder to Install high-efficiency lamps in at N m 2' O" 2'-6" `? N least cIO% of permanently Installed fixtures. Q I m o (ENGINEERED DESIGN) ^ CONTINUOUS BEAD OF 7 _ LJ ) SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was I� I DOUBLE I GARAGE used to show compliance with the Ener Code. REM/Rote 't 1-7 CJ C4 Q = 5" P.G. SLAB 13 -. P 9y } 1t_ FL HDR software was used to model the building erformace - see � -I p ! PITCHED TO DOOR o -- ------ ------ ------------ -- - 9 p I� SMOKE 4 G.O. u� 2020 IECC Ener Cost Compliance report provided with _ > } 1z 2" GI-05ED-GELL SPF Permit Application. RE5check was used to model the building ILf DETECTOR (TYP) = DINING ROOM (� App g p v Ix LIVING ROOM _ I_ o _ performance based on national standards - see RECcheck -' - I't IV- _1 l 1 Compliance Certificate and Inspection Checklist provided with r I x X FOYER -------- -------------- V r-------- -----------i Permit Application. uA u) 4„ n 4 1 N IT HAZARD G I JAZ I NG [R308.4] 14'-O" i I I N I +�- D_ r- I` i i x m � O CONTINUOUS BEAD OF I '-O" 1�- I� I _ I I I I 4" ,JJ'-t! f m W 0 {ll,.r, . SEALANT O I 244-011! I JJ-1 ��J w i Z I ' I z W z oYPSUM BOARD I ,� Z Q dl z Y I 1 _ 1 I I I -1 Lf- O_..i W O (2)-2x12 HDR R.A.G. O j j Q Q- d) Z Z 'i N 0/(2)-010 SL i I I O I O dl I I (2)-2x12 HDR I I z `u z Z n/ { CONTINUOUS BEAD OF = (2)-1.75 x 14 LVL FL '- -- -- (� � �/ W ® 0 SEALANT (2)-I.i5 x 14 LVL FL -- -- -- �-__---- _----__-� `----- 2)_2x12 HDR i < \ � 0 W f1L�� 1n�/ (2)-3 N PORCH 1L O > Q < II CONTINUOUS MINIMAL - 5/4x6 DEGKING ' O E'.XPANDING FOAM AT WINDOW �' �I UNIT PERIMETER u� O < O O Z 0 Q 2-0f 01-2 2 01" U 8 O 2-0i' 0i'-2 2 9" 6'-10" 10'-O" 7'-6" (1 < z CJE �i N { � WINDOW UNIT (OR TABLE 8402.4.1.1 -2020 in 4x4 P.T. POST 1. WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) I ¢I INSTALLATION Pd(ENGINEERED DESIGN) � j INSULATION INSTALLATION �,__(3)-2x12 HDR -®- __ __ _ __ __ _ __ __ -�- (3)-2x12 HDR COMPONENT AIR BARRIER CRITERIA g) CRITERIA -- -- C.� A continuous air barrier shall be installed in the ��t/ `p•R�•f** i) CONTINUOUS MINIMAL building envelope. d 1 EXPANDING FOAM AT WINDOW General requirements The exteriorthermal envelope contains a Air-permeable Insulation shall not be used as WOOD STEPS - � continuous air barrier. a sealing 4,L;�.•+®{ j GR�.'�ti �� r a UNIT PERIMETER METER g material. Breaks or dints in the air barrier shall of sealed. I5'-2" 5' 2" 24'-4" The air barrier in any dropped ceiling/soffit shall be 4�. aligned with the insulation and any gaps in the air �.r • . .,. r i' Ceiling/attic barrier shall be sealed. The Insulation in any dropped ceiling/soffit "y. shall be aligned with the air barrier. d .+ CONTINUOUS BEAD OF Access openings,drop down stairs orknee wall � •kp 3a tin C,,,= �.:'�,�• � SEALANT doors to unconditioned attics aces shall be sealed. •� •...> �: ' Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a material having a thermal A .. , . GYPSUM BOARD resistance of R-3 per inch minimum. t t`1 �1 S Walls The Junction of the top plate and the top of exterior FIRST FLOOR PLAN DE v ERED I B Lu21 walls shall be sealed. Exterior thermal envelope insulation for A-6 �`'r FEBC '� i CONTINUOUS BEAD OF framed walls shall be installed in substantial ADHESIVE Knee walls shall be sealed. contact and continuous alignmentwith the air SCALE: 1/4" = 1 ft barrier. GONTINUOU5 BEAD OF Q /V1 - SEALANT Windows,skylights and doors The space between wmdowldoorjambs and r i' framingand s Ii hts and framingshall be sealed. 0 Rim joists Rim Joists shall include the air barrier. Rim joists shall be insulated. 0 ' - - - ' ---- --- - Floor framing cavity insulation shall be d) 2" CLOSED-GELL 5P'F Installed to maintain permanent contact with O fthe underside of subfloor decking. Q O r Alternatively,floor framing cavity Insulation N n Q Floors including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the top side of O n11/- j and floors above garages. edge of insulation. sheathing or continuous Insulation installed Oj V - -- - - T on the underside of floor framing;and O z (� l extending from the bottom to the top of all perim eter floor framing m embers. D O V m e=` Exposed earth In unvented crawl spaces shall be Crawl space Insulation,where provided -< CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be 0 - `i \, FULL WIDTH OF SILL overlapping'Dints taped. ermanentl attached to the walls. ' X , Duct shafts,utility penetrations,and flue shafts O Z Shafts,penetrations opening to exterior or unconditioned space shall be O - O _ f FOUNDATION WALL sealed. 1 .�-I- /, Batts to be installed in narrow cavities shall n/ 0 < ILV be cut to fit or narrow cavities shall be filled JL Q Narrow cavities Q CONCRETE SLAB with insulation that on Installation readily conforms to the available cavi space. Air sealing shall be provided between the garage J U Q Z ---- --- -- -- -- - Garage separation STRUCTURAL DESIGN NOTE W p- Z '`/� ;{ and conditioned spaces. _ 1LJ r../,% /\�; - _ _ Recessed light fixtures Installed In the building Recessed Ilgntfixtures Installed in Lu � r x Recessed lighting therm al envelope shall be sealed to the finished building thermal envelope shall be airtight In accordance with the 2020 RGNYS; structural Q < V� surface. and IC rated. elements such as engineered wood, steel and X , In exterior walls, batt Insulation shall be cutOL ' neatly to fit around wiring and plumbing or steel/wood composite columns, beams, headers and ti Plumbing and wiring <Q .n ___ _ ,_ _-_ _. g g Insulation that on Installation,readily girders that: �- V/ % conforms to available space,shall extend behind piping and wiring. I) resist gravity loads, and v W The air barrferinstailed at exterior walls adjacent to g y Exterior walls adjacentto showers and tubs Shower/tub on exteriorwall showers and tubs shall separate the wall from the a,[ - shah be insulated. IL 2) are not contained in the prescriptive design 0 lu O shower or tub. -� NOTE: IT IS THE INTENT TO PROVIDE F08 A The air barrier shall be installed behind electrical provisions of the 2020 RGNYS IL H O CONTINUOUS AIF: BARRIER ALIGNED WITH THE Electrical/phone box on exterior wails and communication boxes. Alternatively,air-sealed O boxes shall be Installed. THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that were designed in accordance with 0 TYPICAL METHODS OF AIR-SEALING U51NG g m VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots penetrate building thermal envelope shall be sealed AN51/AWG NDS-2018 with 2018 sv lernent. 0 ADHESIVES AND SEALANTS. FRAMING to the subfloor,wall covering or ceiling penetrated pp J b the boot. Structural elements such as walls and fenestration CONFIGURATIONS NOT 5HOWN,SUCH AS Where required to be sealed,concealed fire CANTILEVERS f��ND STAIRWELLS, SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A SIMILAR MANNER TO PROVIDE FOR that: A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended by the manufacturer. Caulking or THERMAL ENVELOPE IN ALL LOCATIONS. other adhesive sealants shall not be used to fill DATE: FEBRUARY 2021 voids between fire sprinkler cover plates and walls 1) resist wind loads, and orceilin s. 2) are not contained in the prescriptive design FIRST FLOOR II provisions of the 2020 RGNYS PLAN AIR MEAL I I O ETA I LS AIR SEAL I NO NOTES were designed 1n accordance with ASCE 1-I6 wind 50ALE: 3/4" = 1 ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are annotated "ENGINEERED DESIGN." A === 5 m Z O I I Ca L--------------------JI 23'-8" I I I I � I I 8'-6" 8'-O" �'-2" I 2'-6" 6'-10" 4'-4" Z O I N LL O O O lu 3 0 0 4 0 �� O lO'-8.. 3°5° 2._ 305° q'_8:: N AW IN6 PIG RE 4 z - O Z 4.. a 5,-0" 8'_0 < 6016 .� o M BATH N - TRANSOM BEDROOM 3 GL BEDROOM 4 m 8'-0" G Ht 8'-O" G Ht 8'-O" G Ht _ O � ly +�-- ol N O QQ�C O HVAC EQUIPMENT IN ATTIC I x\ a 20T0 ERV cfm NT WHOLE-HOUSE MECHANICAL VENTILATION [R4O3.6] SAS OR PROPANE FURNACE: LENNOX ELIg6UHO70XE36B Imo— — —�! _ Q [MI5O5.4] 20 cfm CONcce) LENNOX HEALTHY CLIMATE ERV5-1'15-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201&4g51O I Pro I TEGHNOLOOIES =, cv - TO ERY �q --------- --------------------------------M5TAL-LESV-UNI-'-IN-GONP4-T40N€D--ATTIC. HEATING GAP: 64,000 Btuh;AFUE = g6.1 I �p i MODEL T'1O5 u� N U BATH i O [MI505.4] J DUCTS SHALL NOT BE GONNEGTED TO THE HVAG SYSTEM. INDOOR COIL: LENNOX GH35-305+TDR ----- PROGRAMMABLE �t - OUTDOOR UNIT: LENNOX ML14XGI-036-2300;AHRI 2033-14680 THERMOSTAT GL HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL OWER INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. COOLING GAP: 34,800 Btuh;SEER = 15.10 S 26-70 2h-7o S 2n-10 3-O' 3-O INSTALL IAW MANUFACTURER'S SPECIFIGATIONS STALE AIR TO OUTSIDE AND FRESH �IR FROM OUTSIDE: 6" dia. DUCTS ® ® SMOKE 8 G.O. 1 11-8 I 8 CONNECTED TO HEALTHY CLIMATE WeATHERHOOD KIT MODEL g5P0-1 � HALL �� S DETECTOR (TYP) O IA.G RTURNI N 24"70 207 FRESH AIR TO INSIDE DIFFUSER IN H�LLWAY: 6" dia. DUCT 10'-0" HALF WALL m L � ° m 24..70 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O -----_ (2)-2x10 HDR -- — IN cce STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL 18N48 O (2)-I.-75xq.25 LVL FLUSH --------------- 777774 ALL DUCTS INSULATED TO R-4.2 cv 3050 (ENGINEERED DESIGN) W kNDRA1 BEARING WALL�t BI-FOLD 2'-10 �— — —� SYSTEM TO BE SET AND BALANCED 11-0 CONTINUOUSLY PROVIDE [MI505.4.4]: m i MINIMUM 20 cfm EXHAUST FROM EAGH BATHROOM ® D -� m RYER WASHER /x AND MINIMUM 25 cfm EXHAUST FROM,KITCHEN. 36 H ND I [F3113.51 3'-2" 4'-6" DRYER EXHAUST [MI502] 12" x 12" AIR TRANSFER GRILL IN GEILINS _ r I N m OWN O I O pi _ DOUBLE FRAME I -A 1ZQ� O OPENING < T tt5 I V V in I O O x 4 I I ,^ N 24-70 N BEDROOM 2 GL r W.I.G. MASTER BEDROOM Z V 8 8' '-O" G Ht -0" G Ht 4 -- Q� �- 14'-O" 2'-2" 5'-6" 4" 14'-01' i ,J�-� ,,� W m � V (2)-I.-75x14 LV_L_w/HT53O MTL STRAP AT EACH END (2)-1.7_5x14 LV_L_w/HT530 MTL STRAP AT EACH E Z •Wc Z_ (ENGINEERED DESIGN) (ENGINEERED DESIGN) — _ -A I- 0 -A W -- -- -- d �t dJzV 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. _ 0 r \ Q r O W (2)-2x10 HDR -- (2)-2x10 HDR -- `t J W JI 11- 13 Z �Q Z -- -- IpN/ J J-1 3" CLOSED-CELL SPF -------------------------------- tI , JU BETWEEN RAFTERS I VZ LU �` (L/ W 00 (2)-3050 (2)-3050 I O } < < OO O O I No 0O q'-2" 2'-q" 8'-O" 2'-q" q'-2" 2'-q" X Z I Q I I -------------- --- — ------ I I 1.-----------------------J A4,Rt.jlp�a A�I FM111P:f. �R.•. �'. .a p, p,d C. A \ 4 «.. r11VEF ED EES 1 0 1021 SEOCNrI ) FLOOR PLAN, o SCALE: 1/4" = 1 ft p r O O � f Op OL � o°Z O � z O °< o HQ SOLAR-READY J�✓ O p D� CERTIFICATE :D Y O Z v This home has < STRUCTURAL DESIGN NOTE W w Z Incorporated features at LU a tx the time of initial In accordance with the 2020 RGNY5; structural 4< construction to enable the o o elements such as engineered wood, steel and Installation of solar steel/wood composite columns, beams, headers and 4 electric. - girders that: 0 0 (i The solar-ready roof 1) resist gravity loads, and W zone is shown on this GUIT v Q < 0 ELUIT construction Ian excerpt IL GOFUIT 2) are not contained in the prescriptive design OV and )s t ree of u provisions of the 2020 RGNY5 IL obstructions that would limit placement of solar were designed in accordance with O panels. ANSI/AWG ND5-2018 with 2018 supplement. O m Plastic conduit for future o Structural elements such as walls and fenestration electric wiring has been that: Installed through wails at SOLAR-READY the locations shown to 1) resist wind loads, and DATE: FEBRUARY 2021 ROOF ZONE facilitate the installation of wiring between the 2) are not contained in the prescriptive design electric service panel and provisions of the 2020 RGNYS: 2nd FLOOR roof mounted solar p PLAN panels. were designed In accordance with ASCE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® ® ® r= ® ® ® ® where such elements occur in the plans, they are annotated "ENGINEERED DE51GNi," A 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] SOLAR-READY ZONE [TIO3.3] m PROVIDES 36" WIDE ACCESS PATHWAYS FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL Z REMAIN CLEAR OF OBSTRUCTIONS SUCH AS O BWL B BWL ft VENTS, ETC. [TI03.4] V ROOF LINE -011 I 3'-411 2'-4° ; _ - _ .---.-_.. -� _.._.__ TABLE R802.5.2 RAFTER/CEILING JOIST HEEL 0 -- _ - --------- ' - ' �--- ---- ----- --- -- BwL i 6 ! �I!� JOINT C a�b��� d�e g o I " I I �� ONNECTIONSIL GROUND SNOW LOAD(psf) - { 9 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 2Qr 30 O INSTALL 2"lP VERTICAL SGHEDULE 80 PVC.i z 3 I _ OL RAFTER - CONDUIT THROUGH ALL WALLS TO ATTIC, WITH� RAFTER TEMPORARY PLUGS OR GAPS AT EACH TERMINUS SPACING Roof span(feet) LL (inches) 12 20 28 36 12 20 28 36 ry [E3802.3.21. SLOPE N Required number of 16d common ' O Q O i I + o �GGE55 ROOF nails�b per heel joint splices',a,e La O � / ' { cv ii 12 4 6 8 10 4 6 8 11 3:12 16 58 10 13 5 # X 8 11 14 - �# 24 7 11 15 19 7 11 16 21 1�1.= ` - \ \ 12 3 5 6 8 3 5 6 8 4.12 16 4 6 8 10 4 6 8 11 1\! F i vi _,. _..:_... i..� I.. I - 24 5 8 12 15 5 9 12 16 - - I ►- POST DOWN POST DOWN POST DO 14 12 3 4 5 6 3 4 S 7 V - --- / o % , �d 5:12 16 3 5 6 8 3 5 7 9 I6 LVL STRUCT /�GGE55 ROOF RIDGE . /; L-15 k i16 VL1 RIDGE 1 N 24 4 7 9 12 4 7 10 13 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 ll I ? 24 3 5 7 9 3 5 7 9 i � ROOF BELOW I � 3 !,� 16 12 3 3 4 4 3 3 3 4 ,. 9.12 3 4 4 5 3 3 4 5 2x10 RIDGE 24 3 4 6 7 3 4 6 7 I 12 3 3 3 3 3 3 3 3 i � -- - t t i � �� 1212 16 3 3 4 4 3 3 3 4 24 3 4 4 5 3 3 4 1 6 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per ' ' T XQ 1 square foot=0.0479 kPa. _-_---__ I _- E3HL 2 N I N a. 40d box nails shall be permitted to be substituted for 16d X X N I 6 common nails. �; � I ` N z = o 1zACCESS ROOF b. Nailing requirements shall be permitted to be reduced 25 - - z I ACCESS ROOF percent if nails are clinched. C. Heel joint connections are not required where the Bridge is S Q I Nsupported by a load-bearing wall,header or ridge)beam. _.__... ,_... __....__,_...._._ _..___..___.__.,-_...._... x d. Where intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall the 2x10 RR AT 16 o.c. 2x10 RR AT I6 o.c. p g 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. _ ROOF LINE ' tabulated heel joint connection requirements shall be Z �....._ ...._.___.....+ __.._..._......-...... _._____...._-_i WALL LINE permitted to be reduced proportionally to the reduction in - _..-._.-....__..; ..____... _..,__ __....m.., span. I- e. Equivalent nailing patterns are required for ceiling joist in 1-- RooF u _i ? `? d__._......., r... ...1 to ceiling joist lapsplices. y IV m �/ BNL I I /� }�I f. Applies to roof live load of 20 sf or less. z ill Z SECOND STOR I B `1L PL �I�l Q g. Tabulated heel joint connection requirements assume � Z Z <Iy- () Z W SCALE: 3116 1 ft that ceiling joists or rafter ties are located at the bottom Q < = d) O Z of the attic space. Where ceiling joists or rafter tiers are }- PORCH ROOF BELOWlocated higher in the attic,heel joint connection IL Z t- OW N requirements shall be increased by the following fhctors: 0� @ O O �-� m d Hc/HR Heel Joint Connection Adjustment Factor Q" p V -y - 1/3 1.5 �z 0 1/4 1.33 1/5 1.25 Z 1/6 1.2 ROOF PLAN 1/10 or less 1.11 SCALE: 1/4" = 1 ft Q where: BWL E _ BWL D BWL G 24'-411 He=Height of ceiling joists or rafter ties measured vertically t�,fit••,�a*�P..-��,� I � I I above the top of the rafter support walls. ,rte � r•r '�, a HR=Height of roof ridge measured vertically above the top of ;`rbc°"R'�• . 0%, ' I �'-O 112 -- - � --------- -_ -- ' " the rafter support walls.3'-4 1/2" 4'-4° --------------------- -_-_ BWL 3 .c�♦,,�,A,i.o `�3 f r ,,. BRAC EDWALL PANEL CALCULATIONS ,.a•va •, r _ Wind Adjustment Factors-Table R602.10.3(2) (p.187) � �� in "6=rbc E, .r �trr, w 1 Upper Story 252t .,L������ r E�;. Numbered Lettered ' - Wall Lines Wall Lines Comment , i « + Exposure Category 1.00 1.00 Exposure B; 2-Sty Q 24- I Roof Eave-to-Ridge Height 0.84 0.84 7'-4° Q J I I _- Wall Height 0.90 0.90 8'-0' O BWL 4 = Number of Braced Wall Lines 1.00 1.00 2 j Additional 800 Ib Hold Down 1.00 1.00 NIA Gypsum Board Fastening 1.00 1.00 NIA 16 t0 i Wind Factor Total 0.756 0.756 Q- r __..__.. 1 a °oo O -- Braced Wali Braced Wall 140 mph Total BracingBracing Wind Factorr_ Line Line Spacing Required Required Length StatusMethod •� dOJ ~ v m - {ft) g { ) Totai g {ft) V r 1 Bracing ft Bracing Provided 1 {'r 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK O QCS - I _ = A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK11- _. ._.. - n, Q D� B CS-WSP 37.00 8,40 0.756 6.35 23.00 OK :DO � i O O LLIK f i Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE Lu OL LU_ v Lower Story Ul Dwelling Garage Comment In accordance with the 2020 RGNYS; structural g el ments such as engineered wood steel and Exposure Category 1.00 1.00 Exp B; 2-Sty (Dwelling); 1-Sty(Gar) e [- x (L iv composite columns beams headers and Roof Eave-to-Ridge Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage) steel/wood com p Q < Wall Height 0.95 1.00 9'-0" dwellin 10'-0" (garage) girders that: I- g { g); tV I I i Number of Braced)Wall Lines 1.00 1.00 2 (dwelling& garage separate calc) 1) resistrovit lds d v-a Additional 800 Ib Hold Down 1.00 1.00 NIA g yoaanL 4 , Gypsum Board Fastening 1.00 1.00 N/A Wind Factor Total 0.884 0.760 2) are not contained in the prescriptive design O lU O provisions -------r ------- a 9 i =------_ --___--_ --�_-__-_-__ --- BNL 5 of the 2020 RGNYS -- - _ p 2 2 '-a" 2'-q" I were designed In accordance with O Braced Wail 140 mph Total Bracing m Braced Wall Bracing Wind Factor ANSI/AWG NDS 2018 with 2018 O supplement. Line Method Line Spacing Required Total Required Length Status I (ft) Bracing (ft) Bracing Provided (ft) Structural elements such as walls and fenestration 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATE: FEBRUARY 2021 (i 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK 1) resist wind loads, and ...... ............... .___,.__,..__.._..........._.__......__._-_ ..... ..., .,..._._..._...........__...._.._._-..... ._. . ,.:.,.__,._._ ...-w.u._...___ ., C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK -�----�---- ----- ) 2) are not contained in the prescriptive design WALL BRACING 4 D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK BNL PLAN were designed in accordance with ASCE 7-16 wind • F I R!5T STORY B `tL PLAI`1 provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3116 = 1 ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 m 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3q z (OPTIONAL) ASPHALT ROOFING SHINSLE5 OVER 15# FELT OVER O 1.75 x 16 LVL STRUCTURAL RIDGE YY STRUCTURAL PANEL SHEATHING OVER F- (SEE ROOF PLAN FOR POST LOGATION5) 2x10 RAFTERS AT 16" O.G. ROOF I R-396" THICK GL05ED-GELL SPRAY POLYURETHANE FOAM (SPF) ------------------------------------------------ -------------1------------------------------------------------------------------------------ WITH Y2' GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] 2' SOLID OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] WOOD BLOCKING Z ----- 10 I � I I a _ I 2x12 GRO55-RIDGE Q GABLE WALL INSULATION: 12 12 CONTINUOUS R-5 I-INCH RIGID FOAM XP5; FALSE CABLE 5.25�- -- —�5.25 - - - - - - - - - I }- - - - � I I GAVITYR-132 SPF - - IL ILW m I I FULL-HEIGHT lu SHEATHING O -------------------------------- -------------- ---------- --------L--------------------------------------------------------, BEHIND LEDGER SEALED ATTIG (INDIRECTLY CONDITIONED) z CEILING r I 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE 8 G.O. 2" 50LID MASTER BATH - - -- - - --� - - - -- - - - - - - -� I LAUNDRY }I I - - - - - - - - - - - - - 1x8 TRIM BOARD DETECTOR IN ATTIC WOOD BLOCKING N FAMILY BATH C� W O 8 - •� } } I } >7 > I I } } I SOFFIT VENT < Q �— WG WG I I TYPICAL INTERIOR WALL 4" I I I (2)-1.75x14 LVL FL HDR I/2" GYPSUM # LAV I LAV I I I I WASHER ( LAV. I 2x4 5TUD5 AT 16" O.G. NOTCH TOP 51DE UNDER ROOF BOARD FINISH — (2)-2x4 TOP PLATE;2x4 50LE PLATE MAX. NOTCH DEPTH = 5-Y;2" I'-O" I Y2" SYP5UM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE *kV TUB I I I TUB I (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES -^ 5HOWER I I I 2x4 STUDS AT 16" O.G. �' z AND SECOND FLOOR PLATFORM. U) I (2)-2x4 TOP PLATE;2x4 50LE PLATE w MIN. R-4.2 DUCT INSULATION. 2nd FLOOR _____L-___ ____ I ____ _ I__ ____ ---------- -------------------� (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN d O I-I/2" W I-I/�" Wi 3" W 2" W 2" W I 2 W -� -1 R-15 UNFACED FIBEROLA55 BATT CAVITY INSULATION BEDROOM 2 a HALL BEDROOM 3 I 2 W 3 W I-i/2 W I VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION -' 2" W I 2"W ( I 3" W 2 W G.O. I OVER 1/2" 5TRUGTURAL PANEL 5HEATHING G5-1^15P WOOD FLOORING OVER N m I- 2 W 3 W 3/4' PLYWOOD 5UBFLOOR N -------------------------------- --------------------------------------I-- ------------------ - ------------------------------------- ---------� (2)-1.75x14 LVL FLUSH HDR ii c0 GEILING _ _ — _ I / I R-13 2' CLOSED-GELL SPF I POWER I KITCHEN i AT RIM JOIST �I 14 TJI-560 FJ AT I6 O.G. II 14" TJI-560 FJ AT 16" O.G. i .(1 :, U- V ' ' STAIRS ' ' ( 0 }I }( I }I I (2)-1.75 x 14 LVL FLUSH HDR zz 11 1 1 z (3)-1.75 x 14 LVL O ii BOARD FI�N15HH z Q I W KIT SINK G i 1 1 111 1 I I I I OW I i i 1 LAV. LIVING ROOM -' ' FAMILY ROOM ik til l i � wll iiw I lst FLOOR PLATFORM m tTl Ist FLOOR I WOOD FLOORING OVER --------------------------------- ----------- ---------- --------- -- ------------------ ------ -------- ------- -------------------------------� 3/4" PLYWOOD 5UBFLOOR 1-1/2" W 2" W 2x10 FLOOR JOISTS AT 16" O.G. 2" W3 1 i 3" H 2 W G.O. GRO55 BRIDGING AT MIDSPAN I --- • -----------------•----------------------------------------------------- -----------------------------------------------------------------------------� R-13 2" GLOSED—CELL 5PF 11 1 GEILING i I AT RIM JOIST STAIRS i r 4" � x 11.875 LVL GDR N I I BASEMENT FINISHED 6RADIE FINISH GRADE ONDIREGTLY GONDITIONED) (4)-3/8"LAG SCREWS SILL CONSTRUCTION: 5LOPE 6" IN ID' MIN. AWAY FROM BUILDING _ 2xb P.T. (UG315) SILL ON TERMITE SHIELD V G.O. 4 W iv w ON SILL SEAL WITH 1/2" ANCHOR BOLTS v l \ i N (SEE TYPICAL WALL DETAIL) V HOUSE TRAP j "TO APPROVED r Q SANITARY SYSTEM I/2" GYPSUM Q FULL HEIGHT R-II BLANKET WALL INSULATION m F- 8' POURED CONCRETE FOUNDATION STEM WALL BOARD FIN15H cv AS MANUFACTURED BY GERTAINTEED CORP. BASEMENT FLOOR __________________________________________________J UPON 16" x 8' Ht CONTINUOUS P.G. FOOTING � ------------------------------------------------------------------------------------------------- (� -- � �, [R302.7] i ASTM E84 MAX. FLAME SPREAD INDEX S 25 � V W m ��U�/� /�` RISER /� �/� MINIMUM 3-O BELOW GRADE 4 P.G. FLOOR SLAB m MAX. SMOKE DEVELOPED INDEX s 50 z Z a 1 " I I�L./ I mo./ I I TOP OF BASEMENT SLAB — — -1 u- 43-1 W tu SCALE: NTS Q (� �- Lu Q r p z `� 11-1 0L � w 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING W Lu >' Q/ IU ® Q w/(3) #5 REBAR E.W. w nN, < Q O lam } �� Q vl NO �Q < fig' IC�OE TENSION STRAW: S GTION WRAP STRAP OVER RAFTER +—' (5) 10-d COMMON NAILS AT EACH END OF STRAP SCALE: I/4" = I ft Z ��P+N"4i RYsprof fl� r,ey �� 0% RAFTER TO STUD • ! °�+a • 'd7 �a.a �R =`Y*.r�'��z WRAP STRAP OVER RAFTER t4••- . (4) 5-d COMMON NAILS AT EACH END OF STRAP . ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION Q -WERED ftp WHERE RAFTER ALION5 WITH STUD O J 2x ROOF RAFTERS AT 16" O.G. p USE 6ALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM 2x CEILING JOISTS AT 16" O.G. Q IL DL USE (3)-16d NAILS AT RAFTER Q HEEL JOINT CONNECTION Oz ROOF BEAM (SEE PLAN FOR SIZE) Q X O NALL STUD TO MALL STUD : UG3AA55E PRESERVATIVE TREATED O — 2 - V ASSEMBLE WITH 10-d NAILS x EXTERIOR WALL Q to STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONS LENSTH Y (4) 8-d MT53oG STRAP-TIE COMMON NAILS AT EACH END OF STRAP — '� � � � SEE WIND COMPLIANGE PATHWAY NOTES ON SHEET 7 VENTED VINYL SOFFIT EACH RAFTER 0 O 1x8 TRIM BOARD z o Q LL �- UPLIFT CONNECTIONS: G518 6ALV. COIL STRAP R-30 BATT INSULATION O O USE (2) AT EACH POST, TOP d BOTTOM p Z , (4)-IDd NAILS AT EACH END STUD TO FLOOR J015T (-I/4 WIDE 20-GUAGE —�L p� �-- iL 5/4 xb DECKING SIMPSON COIL STRAP GALVANIZED STEEL STRAP J v < La PERPENDICULAR TO JOISTS (4)-Sd NAILS AT EACH END EAGH SIDE OF WINDOW AND W�_ A- (2)-8d THREADED NAILS OR Z (2)-No. 8 WORD 5GREW5 AT 4x4 WOOD COLUMN 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ DOOR OPENINGS. INSTALL 11 1 k STRAP FROM 70P OF TOP Ja--1 p,., PLATES TO JAGK. STUD. 0. - EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD MINIMUM LENGTH BELOW I— X — [R507.7] REST DIRECTLY ON FLOOR SEAM I FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE FLOOR JOISTS UG35 PRESERVATIVE TREATED BOTTOM OF HEADER H N v' N STUD TO 5I LL fi LT (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS .n UG3B PRESERVATIVE TREATED Ib" O.G. ALONG EACH EDGE [R507.5] U Q v/ WRAP STRAP UNDER SILL PLATE PER CODE SRADE 05B VINYL SOFFIT -1 IL O (6) 8-d COMMON NAILS AT EACH END OF STRAP IL W O FLOOR J015T TO WALL: IL 4x4 WOOD POST L SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 UG313 PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ $ (5)-8d NAILS TO STUD 2x EXTERIOR WALL , a PB44 HOT-DIPPED 6ALV. ALTERNATE WHERE FJ/5TUD M15ALIGN5: m d'°: :• e P05T BASE ANCHOR FLOOR J015T TO PLATES: ° a 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES a PLATY=S TO STUD: ° a 12"cP x 6-0" HIGH P.G. COLUMN WITH (2)-#4 5IMP50N H2.5;(5)-ed TO PLATES, (5)-8d TO STUD ° VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH WAY,REBAR 4" ABOVE ...�. BOTTOM SECTIONS 4 DETAILS H I O H-N I NI7 UPLIFT STiRAFF I NO T`rP I GAL PORCH DETAIL DETAIL AT FLOOR CANTILEVER TEN51 ON 57RAP I NO AT WALL OFEN I NO 5 DRAWING NUMBER SCALE: NTS SCALE: NT5 SCALE: NTS SCALE: NTS NOTE: ALL METAL 5TRA'PPINO SHALL BE 1 1/4" x 20 GAGE (51MP50N 0520 COILED STRAP). A == & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTE5 INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE RIOIJ UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Ild►ng Cade - IQ NYCRR TABLE 8301.2(1) MIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein, Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O R1052 13UILDIN6 PERMIT: A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shrill be kept on-site SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:llhozorcls.atc.ounr il.or FOR THE PROJECT LOCATION: until project completion. Speed Topographic Special wind Windborne HAZARDS p 9 N LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00510 W '72.56650 RI06.3 DE516N PROFESSIONAL: A Certificate of Authorization Is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE THIS NEW RE5IDENTIAL STRUCTURE UTILIZE5 filed with The State Education Department entitling D'Amaro 0 +_ PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide 20 psf 127 None No No B Severe 36 M to H 15 F Yes None 599 F-DAYS 51.0 FO1 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE not been retained to provide construction engineering, 4 R501.2(5)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE GATEGOR`i': F-XF05URE B �µµ AFFIX THE ABOVE516N IN ACCORDANCE for work performance of the builder. The builder shall p Elevation Latitude temperature COOIIn difference �+ 1 immediately notify Designer, in writing, If there Is any !LI heating cooling factor p g COMPONENT AND CLADDING LOADS [TABLE R501.2(2)] DO NOT W TH TITLE IG NYGRR PART 1265 discrepancy found between field conditions and Ian 80 ft 41° North 150 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENT5 [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. Z 0) Summer MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30-0 roof 83012.1 WIND DE51GN: In accordance with Figure 83012(5 B wind - Cooling temperature Wind velocity Wind velocity Coincident Winter _ 140 mph, itch less than 5:12) [TABLE R802,11] g ) ' Daily range span, p p design Is not required. This building Is designed In WW p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf d O 83012.12 PROTECTION OF OPENIN65: This building Is not located Q " UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. (V AND BOTTOM OF ALL BRACED WALL PANELS [R602.5.5]. 83012.4 FLOODPLAIN: This building Is not located In a flood hazard area. R3015 LIVE LOADS: Minimum uniformly distributed live Toads: pW/ 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) R301.6.6 psf,Sleeping rooms 30 psf,stairs 40 psf Z ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A5GE-'-V and NUMBER AND TYPE NUMBER AND TYPE SPACING` OF FASTENERS projected roof live load per Table R301/b. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 f round snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a b,` OF FASTENER ° THICKNESS DESCRIPTION a'b OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES. Dressed lumber dimensions specified on 1 1 „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 2 x 0.113 ), or 4-8d box(2 2 x 0.113 ),or p 9 3-8d common(2 72 x 0.131 ) or 3-8d common(2/ x 0.131 ) or Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, 1�olsts, glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate " :: Toe nail 21 Joist to sill,top plate or girder „ " :: Toe nail 3-10d box (3"x 0.128");or 3-10d box(3 x 0.128"); or Staple 15 ga. 1 %4 4 8 R302.1 FIRE-RE515TANT EXTERIOR WALL5: All exterior walls and rhall be 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 2% 3 6 are n tions fire5resistonlce ocated rrated.t least 5 feet from lot lines and 4-8d box(2%2"x 0.113");or 8d box(2 y"x 0.113") 4"o.c. toenail Staple 16 ga. 14 3 6 R302-cl FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Rim joist band oist or blockingto sill or to late " ++ . 0.113 Nail 2 3 6 WALLS AND CEILINC75: sum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-8d common(2 YZ"x 0.131") or Per joist,toe nail 22 ) P P 8d common(2 2 x 0.131 ) orP 3-10d box(3"x 0.128");or (roof applications also) l Od box(3"x 0.128");or 6"o.c. toenail t%2 and% Staple 15 and 16 ga.2 4 8 having a Fc = 15 complies max. 200) and a 5Dl = o lrect'd max. 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2% 4 8 ++ ++ • 1 ++ �� Staple 14 a 2 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-10d box(3 x 0.128 ),or 3-8d box(2 2 x 0.113 ),or P g 4 8 INSULATION, Exposed Insulation that is not installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3%"x 0.162"); or Face nail „ 2-8d common(2%"x 0.131"); or 23 3 Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity 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 and/4 i surfaces shall have a F 1 s 25 and a 5D1 s 450. ,See plans ( )] ) 0.097-0.099 Nail 2 2 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 X811 long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 R302.I1 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 2 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder !/2" Blind and face nail 2-16d common 3 x 0.162 1 where otherwise specified by the 2020 ROWS. ( ) 0.113 Nail / 3 6 4-1Od box(3"x 0.128");or 3-16d box(3%"x 0.135"); or 1 Staple 15 ga. 2 2 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 1 4"x 20 a. ridge strap „ „ , 25 2 planks(plank&beam-floor&roof) 2-16d common 3%"x 0.162 At each bearing face nail ► R302.13 FIRE PROTECTION OF FLOORS: Not needed for this 5 � g g P 3-lOd common(3 x 0.148 ),or Face nail each rafter ( ) 0.097-0.099 Nail/ 4 c $ project under Exception 4. to rafter 4-3"x 0.131") 1 " :: . 3-16d common(3 2 x 0.162 ), or SPACING O FASTENERS 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a h 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed � „ ( )� DESCRIPTIONa, OF FASTENER AND LENGTH a luminaires shall be IG-rated I/A/W N1102.45 with separation ` 3-16d box(3 2 x 0.135 ); or 26 Band or rim hist to hist :: :: End nail THICKNESS v 3-1 Od common 3"x 0.148" • or 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or inches Edges Body of panel P ( ), „ � (inches) ( ) from insulation per listing. 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3 x 14 ga. staples, /6 crown ) (inches) (inches) - 4-1 Od box(3"x 0.128");or or truss' 8308,4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or � �, � 4-3"x 0.131"nails ' or 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")' and adjacent to door panels;within 60 Inches of wet surfaces; lu at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. (n m Z z 4-16d box(3 12"x 0.135"); or v Z W _ 3-1 Od common(3"x 0.148")''or Toe pall l Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30a.1 GARAGE FLOOR SURFACE Daraga floor shall be 5-Inch Z d d dJ Z (� )- 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 114-inch per foot toward vehicle ip - - -l 13 _t w 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q t(� \ Q= cq Z Jul Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails And: Staple 18 ga.,s long,%4 crown v /-' U1 f 7 to minimum 2"ridge beam 2-20d common 4"x 0.192" • or (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It IIs the Z O Z dJ tL Z t' 3-16d box(3 y2' x 0.135");or ( )' Face nail at ends and at each splice % builders responsibility to verify that window units supplied by d � p- � O W ► " :+ . 3-10d box(3"x 0.128");or 1 %4 lop x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for (L � iY U1 ® O 2-16d common(3 2 x; or ),or End nail " ++ g 8 8 emergency escape and rescue openings where required. Q 3-1 Od box(3"x 0.128"); or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for the finish) O y-} 4 < 3-3"x 0.131" nails R311:7 5TAIRWAY5: Interior stairways shall be re-assembled �- 4-16d box(3 Y2"x 0.135") or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws O lY 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and ry d Wall 3-16d common(3 4"x 0.162")' or (for tile finish) the minimum tread depth shall be cl Inches,plus nosing where Z Q 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail required. Provide handra►Is per Code. 16d common(3�"x 0.162") 24"o.c.face nail 4-lOd box(3"x 0.128"); or Plywood 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or4-3"x 0.131"nails 1 %ring or screw shank nail-minimum R312.1 61)ARD5: Walking surfaces more than 30 Inches above 16 o.c.face nail 1 s 1 3 6 grade,and steps leading thereto, shall have guards that Z 3"x 0.131"nails 2-10d box(3 x 0.128");or 2-8d common /and/6 12 2 ga. (0.099 )shank diameter conform to Code. 29 Bridging or blocking to joist 1 „ „ , Each end,toe nail _ 16d box(3%"x 0.135")' or (2 2 x 0.131 ),or 2-3 x 0.131 nails Staple 18 ga., Y/,%6 crown width 2 5 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail SPACING OF FASTENERS 83122 WINDOW FALL PROTECTION: Windows with sills less than 3"x 0.131"nails it s is i 1 X8 ring or screw shank nail-minimum a 24" above finished floor and greater than '72" above grade corners(at braced wall panels) /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3%2"x 0.162") 16" o.c. face nail TEM DESCRIPTION NUMBER AND Edges Intermediate 12%ga. (0.099") shank diameter 16d common(3 1/2"x 0.162") 16"o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER$'h'` g h supports ' 12 rip or screw shank nail-minimum 8314 SMOKE ALARMS AND BEAT DETECTION= Interconnected ti ...•" r..,, (inches) g and „ 10 Built-up header(2"to 2" header with%2'spacer) 16d box(3%2' x 0.135") 12" o.c. each edge face nail (inches) ' s 2 32 and 4 12%ga. (0.099") shank diameter 3 6 smoke shall alarms, installed t adelocat ons shownaon the ction plans. 5-8d box(2 y"x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 12 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations t'f; $q�" . t2,",`j'"� 11 Continuous header to stud 4-8d common(2 X8" x 0.131") or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r specified on the Tans. •r 1 Hardboard p P 4-10d box(3"x 0.128") 6d common(2"x 0.113")nail f 1 12 long ring-grooved underlayment nail 6 6 8311 HOOD DECAY PROTECTION: Lumbers ecifted In the Tans 1 ��P�il 30 X811 -Y211 subfloor,wall)' 6 12 as pressure preservative- treated (P.TJ shall be In p 's,' , t?. " t 16d common(3%2' x 0.162") 16"o.c.face nail ( ) 0.200 4d cement-coated sinker nail 6 6 a y„ r;; accordance with AWA UI for the Intended use and location. r 12 Top plate to top plate 1 O box(3"x 0.128");or 31 1%2" - 1" 8d common nail(2%"x 0.131") 6 12' Staple 18 ga., %long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless C-1 ' � '°x'a'•4,� �p°"'4t.�^;�. 12 o.c.face nail lOd common 3"x 0.148" nail or steel,silicon bronze, copper or 1/2" diameter or greater 3"x 0.131"nails ( ) Particleboard t :: 1 :: 6 12 steel bolts. 32 1 s - 1 4 8d(2%"x 0.131")deformed nail 1 4d ring-grooved underlayment nail 3 6 S / 3 R401.4.I GEOTEGHNIGAL: Footings and foundations shall rest on ELI Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 ] LtiCt 8-16d common(3 X811 x 0.162"); or Face nail on each side of end joint 1 „ psf. Visually graded lolls that have this load-bearing value 12-16d box(3 I/2' x 0.135"); or :: 1 „ 12 galvanized roofing nail, /6 head 3 6 3 6d ring-grooved underlayment nail 6 10 Include 6W 4 OP-gravel and sandy gravel;GM 4 eo-silty and . 13 Double top plate splice (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %4" ion � i 3 12-1Od box(3"x 0.128");or P g g Staple 16 ga., 1 /long, /crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;5M 4 5G-silty each side of end joint) and clayey sand. Unsuitable subsoil material encountered 12-3"x 0,131"nails 1 4"galvanized roofing nail, %6"head 1 4 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ t� 34 232" structural cellulosic fiberboard sheathing 1 „ g 3 6 2, s Staple 16 ga., 1 /long, /crown 3 6 % depthO O v diameter,or 1 crown staple 16 ga., 1 /q ion s 3 with /4 crushed stone to a minimum of 8 inches or AOBE. _ 16d common(3 y"x 0.162") 16"o.c.face nail d 1%"galvanized roofing nail;staple galvanized, 84022 CONCRETE: Basement walls, foundation walls,exterior O , Bottom plate to joist,rim joist,band joist or 35 X8 gypsum sheathing 1 1/" screws Type W or S 7 7 walls and other vertical concrete work exposed to thet- 14 16d box 3%2" x 0.135" ;or 1 2 long; yp For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum `0 blocking(not at braced wall panels) ( ) 12 o.c.face nail compressive strength of f'�=3000 psi at 28 days. Porches, `� tL t- 3 - 3"x 0.131"nails s d 1 4"galvanized roofing nail; staple galvanized, carport slabs and 9 teps exposed to the weather,and garage 13 m 36 / gypsum sheathing 1 g" ion ; 1 s/" screws Type W or S 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. 3-16d box 3 4"x 0.135" ;or 3 each 16"o.c. face nail g , YP floor slabs shall be air entrained stone concrete with a O Z �0 Bottom plate to joist,rim joist,band joist or ( '/ ) b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of P'c=3,500 psi at les days. 0 3 0 15 2-16d common(2 72"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. 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or R403,1.4.1 FROST PROTECTION: Exterior footings and foundations O 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e„ o a minimum I Y 37 4" and less 8d common(2%"x 0.131")nail i t < O 4-8d box(2 1/2"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O 3%2"x 0.135" „ _ 8d common(2%"x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 3-16d box _ ( )�or 38 /g 1 6 12 R404,11.1 BACKFILL., Backfill shall not be placed ogains�t Z - 4-8d common(2X8" x 0.131")• or Toe nail 8d deformed(2 X8"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of -7 days. Brace top O O 4-1 Od box(3"x 0.128");or 1 O common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. 0 d !L 39 1 X811 - 1 4" „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O 6 16 Top or bottom plat+ to stud 4-3"x 0.131"nails 8d deformed(2X8 x 0.120 )nail 8so2.1 WOOD FLOOR FRAMING: Load bearing dimension Lumber � � ILthe spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 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 J V 0 Z 3-16d box(3 y"x 0.135"); or Y g rY E=2.o x 10^6. W�F �' '� � Z 2-16d common(3%"x 0.162"); or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. v - End nail v 3-10d box(3"x 0.12$");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall � Q< p- � 3-3" x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. OL 3-10d box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch, and 100 a,b,e „ 17 To later laps comers and intersections ( )' g g WALL SHEATHING USED TO RESIST WIND PRESSURES R-►o2.3 GYPSUM BOARD: All Interior walls to be covered with� �- P P P 2-16d common(3%"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise tV 3-3"x 0.131"nails noted on plans. b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V-1 ++ " 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 8705 3 SIDING= to 3-8d box(2X8 x 0.113 ); or P PP P g NOMINAL uic Exterior wall covering shall be vinyl siding tested aL � < � 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 O 2-8d common(2%2"x 0.131"); or Y Y P PP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's O to O Q� lg 1 brace to each stud and late 2-1Od box 3"x 0.128" • or Face nail p g ( ) PANEL SPAN SPACING !L Z P e. S yelp of fasteners not included in this table shall be based on Table 8602.3 2 . THICKNESS Instructions for hl h-wind regions. Use stainless steal nails for ( )� Penetration RATING (inches Edges Field Wind exposure category � 9 1L E- 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 _ d) 2 staples 1 4" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean one. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less t0� 3-8d box 2 1/2"x 0.113" or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 6d Common 3 R802.1 WOOD ROOF FRAMING: ( )� P p g P P g 1.5 24/0 / 16 6 12 140 115 110 Load bearing dimension lumber � 2-8d common(212"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall be 19 1"x 6"sheathing to each bearing :: 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, 1"crown 16 a., 1 4" lop sheathing shall conform to ASTM C 208. ,: 1.75 24/16 %6 8806 ROOF VENTILATION: Soffit vents shall be rovided with a p g g 8 (2.5 x 0.131 ) 24 6 12 140 115 110 p h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minlmum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 3-8d box(2 y" 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. 84052 ASPHALT SHINGLE-5: Asphalt strip shingle wrappers shall PP Y g q g• g g P g PrP I � 9 PP 3-10d box(3"x 0.128");or be labeled to indicate compliance with A5TM D-7158 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, I"crown, 16 ga., 1 X811 long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened in g P P PP P Y P Y g P accordance with the manufacturers Instructions to achieve Face nail p g j ,p inches on center shall be applied with panel strength axis perpendicular to supports. that ratio Use a minimum of six nails per strip shingle. Use e 20 1"x 8" and wider sheathing to each bearing Wider than 1"x 8" i. Where a rafter is fastened to an adjacent parallel ceiling hist in accordance with this schedule provide two toe nails on 9• P P 9 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule, The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of Y2"++ 4-8d box(2 x 0.113++ saltwater.);or the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2 z"x 0.131"); or e. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY, All combustion air for factory-built 3-1 Od box 3"x 0.128" ;or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. fireplaces shall be provided from the exterior of the dwelling ( ) span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. P P g A ==7 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. a THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOISTDETAILS Plate nail-16d(0.135"x 3Y2")at Load bearing or braced/shear wall 7above(must stack over wall below) Plate nail, 13d(0.135 x 3 Yz") 12"on-center Load bearing or braced/shear wall above " Plate nail, ent16d(0.135"x 3y2') When sheathing thickness exceeds/e', 2x stud wall at Floor panel nail- Blocking panel: IV'TJ®Rim Board,1 (must stack over wall below when present) u ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center - 1 ® ®• No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/z")at 6"on-center X"TimberStrand LSL or TJI joist. 1 Blocking panel: Web stiffener wall above Yz"hole In be cut O 1 Min.distance from Table A Min.distance from Table B y IV'TJO Rim Board, 1114„ Plate nail-16d(0.135"x 32") anywhere in web out- required on both Web stiffeners required on Blocking panel: ® at 16"on-center* q 2x4 minimum Web stiffeners Do NOT side of hatched zone TimberStrand LSL or sides at A2W ONLY 1ys"TJ®Rim Board, Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cu or notch flange. TJI®joist Floor panel nail- g q 1/4"TimberStrandD LSL + .. boundary nails, at 63W ONLY 8d(0.131"x 2/z")at 6 on 1 ® or TJI®joist ' . 8d(0.131"x 2/z")a 1ya"TimberStrand _ O •• to Web Stiffeners required 4"on-center LSL rim board. %s Web stiffeners 6" O 6. Z Rim-to-joist q O nail each side at A3._W 61 61 W required on both V Toe nail-1 Od(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x L2 2 T66,1Toe nail, Toe nail, IV'TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No nem cuDo not cut V ( x 3")at 6"on-centerI Od(0.131"x 3") 1 Od(0.131 x 3") TJI®rim joist onl or thickness exceeds%8 12" Web stiffeners required Do NOT holes In (applies to all holes the group perimeter holes Inholes larger at 6"on-center at 6"on-center Y) min. End of joists at hatched meets requirements for hatched 1 ' 1ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes!n cantilever except knockouts) q than 1!12'In For rim board thicker than 1/ centerline zones round or square holes. zones cantilever Q TJI®lin joist at rim board and B2W ONLY reinrorcement. Web stiffener Toe nail-1 Od(0.131"x 3") -Attach TJI Joist to rim board with one 1O(0.128"x 3") of support W Table A - End Support 0 required on both Must have 13/4"minimum Install ro er blockin to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp O T) at 6"on-center* P p g g P y q * sides at Al W ONLY * joist bearing at ends. Attach qtr support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Z N Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. O walls above or below-see detail B1 B3 63W below-see detail B1 B4 B4W JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE OO OO OOOO O OO TJI® - *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 A3.4 4c DEPTH N 2" 3" 4" 5" 6Y" 7" 0'/e" 11" 13„ 2.• 3„ a" 5" 6Y• 7.• 6'/e" 11„ 13.• (� O O Y W Nail through 2x cantilever,wood backer and 110 n0" r-s" 7-0" T-0" 5'-0" 1'-0" r-s" 2'-6" 3'-6" 4'-s" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide 1%"TJ®Rim Board or 1%"TimberStrand® LSL. BlockingTJI@ joist web with 2 rows 10d(0.148"x 3") < OI 210 1'-0" 1'-6" 2'•6" 3'-0" F-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at P nails at 6"on-center,clinched. 9�" Q - ( ) ane/ 230 1'-s" 2'-0" 2'-6" 3'•6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" � top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 32"TJI® iso 1'-6" T-0" T-0" 4'-0' 6'-0" 1'-6" 2'-6" 3'-6" 5'-0" F-6- 6'-0" -s" (� with connections equivalent to floor panel joist flange widths. 560 r-s" r-6" S-6" s'•0" r-0" 2'-0" T-0" 4'-0" 5'-6" F-O" 6'0"length of TJI®joist 8"diameter maximum hole for 11%"- schedule. 110 r-o" r-0" r-6" 2'-0" 2'-6" 3'-0" T-6" r-0" r-s" 2--0- 7-6" 4'-6" s'-0" 6'.0" # 1- 1Ys"TJ®Rim Board 1ya"TimberStrand® reinforcement and filler 16"deep blocking panels;6' diameter 210 r-0" r-6" 2'-0" 2'-0" 3'-0" 3•-6° 6'-0" r-o" 1'-s" 2'-6" T-0" F-O" s'-s" 6'•6" _ 4'-0"length of 7 "- block.Use 4'-0"length maximum for blockingpanels 9y2"dee LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist ++'/" 230 1'-0" 11•6" 2'-0" 2'-6" T-0' T-F s'-s" 1'-0" r-0" 2'-s" T-6" F-6" s'-6" 7'-0" 9 8"diameter maximum hole for 11/s 1 7 "9 ® P P one each at top and bottom flange. 1 j„ 360 r-6" T-0" 3•-0" T-6" 4'-6" s-o" r-0" r-6" r-6" 3'-6" 4'-6" s'-6" 6'-6" r-6" 3/"reinforcement on 16' deep blocking panels;6"diameter with 92 and 11/ TJI or shorter than 12"long. with one 8d(0.131"x 22 ) 8"diameter maximum hole for 11 one side at E2,both 1 " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 560 1'-6" 7-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'•6" 4'-6" 5'-6" 7'-0" 7'-6" 8'-0^ maximum for blocking panels 92 j 9 F1 applies to 110 r-0" r-o" r-0" r-0" r-6" r-0" 3'-0" 5'-s" r-0" r•0" r-6^ 2'-0' 3'-6" 4'-0" 6'-0" e'-0" Web stiffeners %"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2yz") Horizontal blocking uniformly z10 1'-0° I' 1' 1'-s° 2'-0° 2'-s" 3'6~ s'-o' r-o" r-o° r-o^ 2'•s^ a'-0" a'-s° s'-s" e'-s" Load from above required on both diameter maximum for blocking 1 1 Do not cut flanges. 1ys"TJ®Rim Board 1ya" nail at each comer panels between each loaded joists 14" 23o r-o" r 1' r-0" r-6" 2'-6" 2•-6" 4'-0" 7'-0" r-0^ r-0" r-o" 3'-0" 4'-0" 6-0" 7'-0" 9'-0" sides at Et W ONLY panels 9/2'deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r-o" r-0' 1'-6" 2'-6" 3'-6" 4'4" s'•6" 8'•0" r-o" r-s" z-s^ 4'-0" s'-0' 6'-6" 8'.0" 9'-6" 12"long. 1 Od(0.131"x 3")nails,one 12"length of 3/a" connections equivalent to 560 1'-0" r-0" r-°" 3'-0" 4'-6" s-0" s'-s° s'o° r-6^ T-0" a'-o" s'-0" r-°" r-6" 9'-0" 10--0- yl 6"-, Do not cut flanges. 1y8"TJ®Rim Board or IX" g 4 Wood a<•����� 210 1'-0" r-0" 1'-0^ r-0" r-0" r-6" z'-s" 3'-s° 6'-0•' r-0" r-0" 1'-0" 2'-0" 3'.9' T.6" 6'-6" 8'-0" 11'-0° O g � each at top and bottom flange. reinforcement on floor panel schedule. backer a'�. .te a�`i� TimberStrandO LSL.Nail with one side at E5, 6`' n�\e a9° 16" 230 P-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 3'-0" 4'-0" 7'-0" 1'-0" 1'-0" T•0" 2'.0" 3'-6" 4'-0" T-0" 9'-0" 11'-0" 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of 3/" t�� et ca Boa 360 r-0" r-0" r-0" r-0" r-6" 2'-6" a'-s^ 6'-6^ 9'-0" r-0^ r-0" r-6" 3'•0" F-0" 5'-6" 9'-0" 10'-0^ 11•-6" each at to and bottom flange. Full depth vertical both sides at E6 reinforcement on one side 1Gar�\�e� �4cl� 560 1'-0" r-o" r-0" T-0" 2'-6" 3'-0" s'-o^ r-6^ 10'-0" r-0" 2.0" 3'-0" 4-6" 6'-s" 7'-0" 10'-0^ 11'-0. 12'-0" P g joist web with 3 rows p gtir oa blocking between at ET both sides at E8 F1 •,e� ` _4775-TV - , 10d(0.148"x 3")nails at 6" 9 r• 8•• 10" 1z•• 15•• tr• a" 5•' s" r• a" 10•• 1z" 1s• 1r• Attach reinforcement on-center,clinched.Use 2 each joistJ 360 1'-0" v-0" 1'-0" T-0" 2'-o" 4'-0" 5'-6" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'0" 11'-0 13'-6" 2x4 minimum to joist flange with 1 " 7 " E7 E8 Less than 5" 18" 1 9 2', d` rows with 9/2 and 11/ Less than 5" sso 1'-0" r-o" r-o^ r-o" 2'-0" a'-s^ r-o° 1r-o° r-o" 3'-s° 5'-0" s'-s" 8'-0-I11'-0'112'-n' 1a'-s° squash blocks p" 8d(0.131"x 2y2")nails at 6" ad`s TJI®joists. 360 r-0" r-0^ r-0" r-0" r-0" 2'•0" 4'-0" 7'-0" 10'-6" r-0" r-o" 1'-6" T-0^ 4'-6" F-0" 1r 1Y8"TJ®Rim Board or 11. on-center.When reinforcing E5 E6 �/Gap*: WEB STIFFENER ATTACHMENT 20 560 r-0. 1'-0^ r-o° 17-0" 1'-0" 2'-0" CS Use 2x4 minimum squash b,focks to 1y4"TimberStrand® LSL. Face gram 01 both sides,stagger nails. Y8"minimum transfer load around TJI@jo,Fsf horizontal E4 1 ® 23/"maximum Table B - Intermediate or Cantilever Support E1 E1 W Nail with 10d(0.131"x 3") E2 E3 Not for use with 3/2"TJI joist flange widths 1 Minimum distance from edge of hole to inside face op nearest intermediate or cantilever support nails,one each at top and (1Y"for TJI® Nailing: pP bottom flange. Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end DEPTH TJI® 2" 3" a" 5" 6y" 7" 8%/ 11" 13„ z" 3" a" 5" sY" 7" 87%" 1r• 13" blocks installed at Y.joist-span Web stiffener both sides. adhesive to all /3 j p See sizes below. *With 110 2'-0" T-6' 3'-6" 4'-6" 7'-6" 1'-6" 2'-6" 3•-6" 5-s" 6'-6" Flush bearing plate required. Structural exterior sheathinglocations using point load from above,and no support contact surfaces g below,install web stiffener tight to top flange g�^ 210 2•-0" 2'-6^ 3'-6" 5'-°^ 8'-°^ 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum X"overhang two 8d 0.113"x 2 be a minimum of 60% Flashing ( �") Tight fit (gap at bottom flange) 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-D" 3'-6" 4'-6" 6'-6" 7'-6" ofjoist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 3'-°" 4'•0" 5'-6" s'-6" 9'.0" S-0" 4'-6" 5'-6" 7'-6" s'-0" nails when possible. flange with face mount hangers). Treated 2x- `spas 2%"screws, ® Depth Minimum Web Nailing Requirements 560 3'-6" Y-0" 6•-0" 7'-6" 10'.0" 4'-0" 5'-6" s'-6" 8'-0" 9'-0" Clinch nails when possible. , ledger 31°�a ar typical TJI Joist Series (in.) Stiffener Size Type Number Nails 110 r-0" r-0" r-6" 2'-6" 4'-0" 4'-6" 8'-6° r-o" r-s" 2'-s" a'-o° 7'-0" r-o° '-s" g I g�` End Intermediate 210 1'-0" P-0" 2'-0" 3'-0" 4'-6" F-0" 9'-0" 1'-0" 2'•0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0' See fastener 1 5 5 l 117/.. 230 1'-0" 2'-0" z'-6" 3'-6" 5'-0" F-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" Ila'TJ®Rim Board or 1Y" 110 All X Z�g" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'6" 5'•0" 7'-0" 9'-6" 9'-6" 11'.0- 2" below.Maintain ® 210 All 3�"X 25�g"" Sd 560 1'-6" 3'-0" 4'-6" F-6" 8'-0" 8'-6" 12'-0" 31-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'•0" ~ � 2"distance minimum from 1 .• Top mount TimberStrand LSL. (minimum) 230&360 All 7/"x 25/s""' (0.113"x 2/2 ) 3 3 110 1'-0" r-0" 1'-0" 1'-0" 2'-0' 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-s" s'-o" s'-o" 9'-0" 12'_0" hanger Option#2: edge of ledger to fastener. 1 2X strapping installed at/ 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'-0" Backer block joist-span locations using two 2 560 All 2x4'2' 14" 230 r-0" r-o" r-o' r-o" T-6" 4'-0' s'-0" 10•-6" r-0" r-o" 2'-6" a'-0^ 6'-s" r-6" 11'-0- 13'-6- Face mount 1 P 9 1 , both sides of web Allowable Load lbs 0.135"x 3/2 ) hon er %"screws perjoist,typical ( 360 1'-0° r-o^ r-o^ 3'-6° 5'-s" s'-o" e'-s° 12'-6^ r-o" r-o" a'-o^ s'-s^ s'-o^ 10'-0^ 12'-0~ 14--0- hanger ® Fastener 1Y4"TimberStrand® 1%"TJ®Rim Board 18" 4 4 560 1'-0" v-0" 1'-6" S-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 1s'-0" r with single TJI joist LSL rim board Option#3: 5600 20 2x4`2' 16d 5 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-°" 3'-s" s'-o" 10._0" 1•-0" 1'-0" 1'-0" 1'-s" 4'•6" s'-s" 10'_0" 12'-6" 1s'-o" Web stiffeners required if sides of Y2"lag bolt 610 48o Direct/ applied ceiling 22"i" (0.135"x 32") 6 11 230 r-0" r-o" r-0" r-o^ r-s" 2'-0" 4'-0" 6'-6" 11'-0" T-o" 1'-0" 1'-0'• 2'-6" F-0" s'-0" 10'-6" 13•-s" 16'-6- hanger 6'-6" han er do not lateral) support at With top mount hangers,backer block required only Y Pp 9 +s" H1 9 Y PP H2 H3 24"i') 6 13 360 1'-0" 1'•0" 1'-0" 1•-0" 3'-0" 4'-0" V-6" 10,_0" 13'_6" 1'-0" 1'-0" 2'-0" 4'-0" 7'-6" 8'-6" 13,_0" 14'_6" 17'-0" 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. O least 2"of TJI joist top flange O LA PB1 When specified on the layout, one Of W 1 PSI or PS2 sheathing, 560 r-0" r-0" P-0" r-0" 2'-6' 3'-6" 7'-0" 11'-0" 15'-0" r-0- r-0" 3'•6" F-6' 9'.0" conditions. For nailing requirements see page 5,TJ- O O ( ) g,face grain vertical 9001 Weyerhaeuser installation Guide for Floor and O the bracing options above is required 2 Construction rade or better 4" 5" s•• 7- 8" 10" 1z" 15" 17" a" 5" s" 7' s" 10" 12" 15" 17- Roof O 9 V Roof Framing,TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®5600 Joists 18„ 360 r-o" r-o^ r-o^ r-s" 3'-0" s'-o^ s'-o" 15'-0^ r-o" r-s~ a'-o" s'-s^ s'-o~ 1a'-s" 1s'-s" 1s'-s" - • 560 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-s" 6'-0" FASTENING of FLOOR PANELS 360 r-o" r-o" 1'-0" r•0" 1'•0' 3'-0" BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20 560 1'-0" 1'-0" 1'-0" A. A. 6" 5'-6" 12'-0" 16'-0" o" 1'-0" 3'-0" 6'-0" 8'6" 14' 1T-6' 19'-s" 20'-6" TJI®l1)Iz1 Rim Board LU 'V. TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongestside. BEARING FOR DOOR Nail Size 110,210, 360 and �"TJ®RI 1Ya" TimberStrand®LSL Microllam® Parallam® t t m BEAM TO BEAM BEARING AT 9Y2"or 9/"or 14"or 9/"or 14"or 18"or r 14"or 18"or • Leave 2 of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. W I Z 16" a Tables are based on uniform load tables in current design literature. } Z Z Q•d � z V OR WINDOW HEADER CONNECTION CONCRETE WALL and 23o 560 Board TimberStrand®LSL or wider LVL PSL Depth 14 r r 11/8" BEARING AT WALL 11/s" 11/s" 11/a" 1s" 20•' 1s" zo' 8d(0.113"x 2Y2"),8d(0.131"x 2%") 4" 3" 6" 4" 3" Y 3" Filler Block(1) 2x6+%" 2x8+3/" 2x6+y2" 2x8+y" 2x12+Y2" Two Two Two - - -1 tT O -t W p p p p • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located - d) Z 1'/a"TJ®Rim Board or Strap per if to late 2x6 2x8 10d(0.148"x 3"),12d(0.148"x 3Y4") V 4" 4" 4• 4• (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1'/a"TimberStrand® LSL Or IS not continuous Over s at the center of the joist span provided that no other holes occur in the joist. (� � �•-• �- t•'• O_ 16d(0.162"x 3Yz") 6" 6" 4f4'1' 4 81, 6,77Cantilever 2x6 2x10 2x6+%" 2x10+3/" 2x6+y" 2x10+%" Not ►��/j 7 } blocking for lateral support headerFiller 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES Headers and Beams Z � Q-Z � OZ (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 applicable - < 'I ' W 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(1) ® OL ^^ > IY W ® O Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. Detail F7 s " 3 " 8 " 7 • „ .55E TimberStrand LSL Headers and Beams 4 O plate is not continuous ( ) p g pp' p p staggered. ( / or/ / or/ / or 1"Net 2x6 2x8 2x12 J� -! 2 For non-diaphragm m a licatlons,multiple rows of fasteners are permitted if the rows are offset at least'/:"and sta eyed. or H2) Qf '� over column (3)With 10d(0.148"x 1'/V)nails,spacing can be reduced to 3"on-center for light gauge steel straps. ( 2 x diameter of the O } p Q Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). b+f'if necessary,increase filler and backer block height for face mount hangers and maintain/e ap at top ofjoist;see detail W.Fillerand backer largest hole(minimum) O rock dimensions should accomodate required nailing without splitting(12"minimum forbacker blocks and 24'•minimum for filler blocks). N O hanger (5)Can be reduced to 5"on if nail penetration into the narrow edge is no more than 1 e"(to avoid splitting). 1 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 /depth Allowed hole zone Q 0 Q hanger wood from direct recommendations listed above. I � contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guile for Floor Q L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. 0 o O Z O literature for framingconnectors ■Nailing rows must be offset at least Y2"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails If minimum penetration of 1"into the TJI®joist or rim board is achieved. Header or seam Maximu Round ■Maximum nail spacing for TJI v joists is 18"on-center. Joists must be laterally supported at Depth Hole Size cantilever and end bearings by blocking 9 Depth e panels,hangers,or direct attachment to Multiple-Member Connections for Top-Loaded Beams 6" 6" 11ya"_117 „ 352.,, TJI® joist framingdoes not a rim board or rim joist. Fastener Installation Requirements j O 14"-16" 45/8" require bridging or mid-span El General Notes See illustration for allowed hole zone 4r�e +-'r+•.< Piece #of Fastener Width Plies yp m g p g When fasteners are re blocking . Allowed hole zone suitable for headers and beams with •f+ ' Or. 6°r`� T e Min.Len th #Rows O.C.S acin Location required on both g . ,.... uniform and/or concentrated loads anywhere along the member. '�,.•.••" *.,, IJt-�`°%' r'• i2i sides,stagger fasteners on the second . Round holes only 'A �°°"•�`'-�' G�r<i� � � (" � 10d nails 3" 3 12" Y Y BEARING AT side so the fall halfway between • No holes in headers or beams In plank orientation. - wN ► , r" COLUMN 2 12d-16d nails 3 y4" 2'2j One side fasteners on the first side. Screws 3%"or 3%" 2 24" H2 Other Trus Joist® Headers and Beams 10d nails 3" 3'Z' DO NOT bevel cut joist AI 12" Both sides beyond inside face of wall. Rim board joint 12d-16d nails 3 y4" 2`2' Y E2 between joists Microllam® LVL 3 3 1 O g 1.3E TimberStrand® and Parallam®PSL 1 DO NOToverhang seat cuts �`• • ?' �1n. :°' Both sides 1Y4" 3/e'or 3/2' on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Screws 2 24" Load must be applied evenly across 3, 5" One side entire beam width.Otherwise,use PPmember. `' f.;" •'. face ofsu ort largest hole(minimum) ` i f+• "K.�ar,,r Verify column capacity 10d nailsO) 3" 3'2) One side connections for side-loaded beams. DO NOT cut,notch or drill I' ` holes In headers or beams O and beam curl ng 12„ (per I '- r� L5 length.See current 4 12d-16d nails'3' 3 ya" 2i2, (p ply) Weyerhaeuser literature. 5"or 6" Both sides dL except ons and t tiles. 1V FEU 0 r___7_ illustrations and tables. Screws 2 24" Multiple pieces can be nailed or bolted together to CS o 0 0 6 3/a" One side form a header or beam of the required size,u to a TJI®rim joist s Q 5"or 6" Both sides maximum width of 7" • • Microllam® LVL and Other Trus Joist Beams 312" 2 Screws 6/4" 2 24" 1%"TJ®Rim Board or 11/4" Parallame PSL L3 Header or Beam Maximum Round --I t► One side TimberStrand® LSL. allowed hole zone Depth Hole Size O O A2 middle%span 43/" 1" O H �"bolts 8" 2 24" - 5%" 1W. O n TM. d 1.3E TimberStrande LSL allowed hole zone d O (I)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SOW,WS,or Truss-LOK-EWP 81 L1 7ya"-20" 2" � � � COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone r (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes O LL B2 a Allowed hole zone suitable for headers and beams with uniform loads only. O Z O NAILING AT BEARING FLOOR LS . Round holes only BEAM N No holes In cantilevers. COLUMN CAP � TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes In headers or beams in plank orientation. x O 1 ® (Load bearing wall above) "y\ - IV'TJ Rim Boarc or 1%"TimberStrand LSL. Joist may be shifted up to 3"if Use B1 or B2 at n, O v - One 10d each x 3") floor ane/edge is supported P B4 g WARNING O �, Z + nail into each flange p g pp intermediate bearings One 8d(0.113"x22") and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally W nail each side.Drive Do not cut joist flanges. nails at an angle at Plumbing Drop braced/shear wall Bracing Includes: least 1y2"from end. from above O X O P 1 End of joists • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist O V < 0 O at centerline •� ,� Z 3y2"minimum of support LZ I '` Id (- COLUMN BASE 3 intermediate bearing Also see detail 82 pp W �_ 1/a'minimum end bearing 9 single-family applications 5y4"may be required T r u= XZ r maximum H1 OL fo u •-�- Q '� Shear transfer:Connections equivalent capacity O O �� - - -�- 0-X n to floor panel nailing schedule . , i� ;;:;•», Rim to TJI®Joist O DO NOT walk on joists DO NOT walk on joists DO NOT stack building '�s 2 ';:(`1~'�'• ' ® TJI®560 rim joist:Toe O o until braced. that are lying flat. materials on unsheathed N :,�,.:.•:� .. IV'TJ Rim Board, Additional joist is required if 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O TJI®110 rim joist: nails,one each side of INJURY MAY RESULT. joists.Stack only over or ifs an ratingis exceeded. • a. . WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 P o LA Exterior Deck DO NOT use sawn Y u- < j O .' ° Attachment m Lack of proper bracing during construction can result in serious -I W 0 into each flange floor lumber accidents.Observe the followin guidelines: Z fX_ Structural 9 TJI®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®' ' F- sheathing 9. 9 1 Pp foists must be completely installed and properly nailed. tL 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 COLUMN BASE �--� One 16d(0.135"x 3%")nail •Submay o t 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 13/4"minimum bearing into each flange may not be required. O Use On/ 3.Safety bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each t(� Top View O y y 9 (minimum) ( ) O Locate rim board joint between joists. Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a J •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI 0 joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete Iy2"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. :..::.»,• IV'TJ®Rim Board or 1y4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. ® two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 `':s; :•;? ''' TimberStrand LSL. 12"on �'="fir•"' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrink See framing Ian If applicable)or flush with inside face rout Drive nails at an g p ( PP ) of wall or beam I-JOIST DETAILS 9 One 1 Od(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 1y2"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI-7oistlnsta//ation Guide, TJ-9006, which should be referenced for additional information. - i m -7 TONN OOMMENTS z z 0 0 ' ' THE I — AURORA ' ' o W A allAL I TY NEVI BIOME M01�)EL 13Y o C 515 AT MATTI TUOK, OOfi�F. � a w o ° IN } —t lU lU 0 W _ - o - N : - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - — — — — — — — FINISHED SECOND FLOOR z V LuLHEl El El — O Luw� m ' z 0 0 Z IT 43 ? LU El El E71 El ® El0 1 - 1=LOOiZ It' -A TAE3LE � z 1.0 El [1-0 El E= FINISHED FIRST FLOOR FIRST FLOOR 1,215 sf a � QC ® p - - - - - - - - - - - - - - - - - - FLOOR — - - - - - - - SECOND F 1,202 sf - - - - GARAGE 552sf O O 0 Q ® � FO-1 r BASEMENT 1,22 241 1 sf sf Q � FINISHED GRADE PORCH TOTAL LIVING SPACE 2,41'7 sf I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I CONDITIONED FLOOR AREA 3,643 sf X I I I I (INCLUDES BASEMENT) I I I I I I I I I I I ( I INFILTRATION VOLUME 3'1,200 cf i I I I I I I I I I I I I I I I (INCLUDES ATTIC, d BASEMENT) I I I I I I I I I I I I I I I I i I I I .�R�•,�sra•-. - - - - -- - - - - - -� - L - - - - - - - - - - - - - - - - - - - -� - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - -� INDEX TO DRAY 1NOS Z - - C - - - - L - - - - - - - - - - - - - - - - E - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - � r. - - - - � - - - - - -- - - - - — — — - - — DRAWING, No. COVER 8 ELEVATIONS A-I i '> ii� le ra r FOUNDATION PLAN A-2 / �` o '' N^' '"$•b'`" FIRST FLOOR PLAN A-3 i�ONTLVTI ON 2nd FLOOR PLAN ` { t `,..�� ; °. SCALE: 1/4" = 1 ft SECTIONSS 4IDETAILSOF PLAN A-6 ®EIS VERED OCT 2 6 2021 NOTES A-7 TJI-DETAILS A-8 O � r O O O� d) O ' r Ow � —1 5.25 O 0 Q 0 o o z V z 12 — 5.254 ---- -------- -------------r2-- - -------------------- ----------- ------------ ------- ---------------------------- -------------- -------------------------- ------ ------------ ------ ------ ---------- — --------- - o Q ri �w O � IL 0 O m DATE: FEBRUARY 2021 COVER 4 5117E ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS 50ALE: I/8" = I ft SCALE: 1/8" = 1 ft SCALE: I/8" = I ft .- DRAWING NUMBER rA == I m A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE z � 3 [Rg05.2.bJ 7'-4" 24'-4 No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.1] V TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j 14'-8 I/4" -i'-5 I/2" EGRESS WINDOW WELL f SELF-ADHERING POLYMER-MODIFIED 8 CONCRETE 5 O BITUMEN ICE SHIELD BARRIER[Ra05.1.2] ZO 0 I6" x 8" P.G. FOOTING 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 5LOPE5 V W 2x8 [UG3B] P.T. LEDGER PROVIDE FALL PROTECTION LAG SGREWS AT 16" O.G. r - - - - - - - - - - (7YR3) \l STAGGERED [R50?.q] - - - P.G. FTG - - - W4�491" 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES LL Lu Lu 4- � O F F 1/2" STRUCTURAL PANEL SHEATHING [R803.2] BASEMENT ENTRANCE STAIRS U- 8" REINFORCED CONCRETE RETAINING WALL R-3q GLO5ED-CELLSPRAY FOAM (SPF) INSULATIONL �(2)-2x10 P.T. GDR uL I #4 REBAR AT 12" ON-GENTER EACH WAY �jj Wwf STANDARD HOOK AND LAP INTO I6" x 8" P.G. F- F I m DECK _ � I FOOTING. 2" MIN REBAR GOVER NAJ3GI SOLID WOOD BLOCKING z L� m - -" 4 - - - - - - - L� _� L _ o CEILING JOIST Q A tV O (- 28 6 CASE T 2836 SEMENT I6'-O" DRIP EDGE [RG05.2.8.5] _ EGRES INDOW 55 WINDOW 1x8 WOOD FASCIA # _ r� I 11" T tt 1/2" GYPSUM WALLBOARD 111 SOFFIT VENT - N 10" POURED CONCRETE FOUNDATION STEM WALL I I 7X6"R i ! UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I L - - - -- - - - - _ - - L - - - - -- DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] I INSULATION TO WOOD FRAMING PER MINIMUM 3'-0" BELOW GRADE I 1 MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND - -- - -- _ _ -- - -- _ - EMERGENCY ESCAPE 4 RESCUE OPENING I r - - - - I I AREAS AND TO RESIST A MINIMUM 28 psf GA5 WATER HEATER J [R310] GONG PLAT 6" HAD IL IR3111b i SUCTION AD (EXPO50RE B) OR 40 psf URE i J HW A. 0. SMITH o I AND STEPS _ O 1150 200 _ 3068 I Q <- DN 13 I5E Q I� z CAPACITY = 50 gal BASEMENT p I I iv 4" P.G. SLAB Q I I DRYWELL d , O I 4-4° _ - I PLASTIC HOU5EWRAP INSTALLED OVER FOAM tL v x I I INSULATION. INSTALL AND TAPE ALL SEAMS PER L I NOTE: cI - - - - - - - - - - - - - - - - - - I 2x4 WALL 5TUD5 AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R-703.2] 4 � L - I HOLDDOWNS ARE AF "0 ZIP MODEL STEEL COLUMN MN R-15 UNFAGED FIBERGLASS BATT INSULATION O : I I 23-b I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) NOT REQUIRED FOR 2- I ON 2'-6"x2'-6"xl2" DEEP P.G. FTG. I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO _ THIS PRO_JEGT. w/(3)-#5 REBAR EACH WAY I I I I GAP-HEAD NAILS WITH A MINIMUM 5/4" ( (3)-1.75 x 11.575 LVL GDR (TYPICAL-4) R-13 2" GLOSED-GELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND I (ENGINEERED DESIGN) I I I I (ASO AT RIM JOIST IN SECOND 16' O.G. FIELD. - 7 F -0.1 FLOOR PLATFORM - NOT SHOWN) I/2" STRUCTURAL PANEL SHEATHING I 7' r � (--O r � 7-4 7-2 7-2 7 O = 3/4" STRUCTURAL PAN 2x SOLE PLATE EL SUBFLOOR 0 I i tai L - J L - L- - -J BEAM POCKET I I 2x BAND J015T O x ; i i (TYP-2) i I I I 2xb PRESERVATIVE TREATED SILL [UG2] FLOOR JOISTS COPPERI I I - I I OVER BILL SEAL RMITE SHIELD I(3)-2x10 FL HDR (3)-2x10 FL HDR - I -� �- ; �o ; i - I - N XGAVATED I I -' EXTEND 5101NO TO WITHIN 12" OF FINAL O " \ " WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS AFGO ZIP MODEL 4X o I [R4o3.1.6] I � 4"(P STEEL COLUMN lo" I o ON 2'-O"x2'-O"xl0" ( " O 10" I I 10" I MINIMUM YY d1o. ANCHOR BOLTS SPACED NOT DEEP P.G. FTG. -- I m I V- � -2x10(2) I 1 u- '� I GREATER THAN 6 FEET ON-CENTER EMBEDDED (TYPICAL-2) -� I - - - I - I 2) HDR J < I I I NOT LE55 THAN T' INTO CONCRETE OR GROUTED FIN15H GRADE l l• I CELLS F CONCRETE ASNRY UNITS. THE BOLTS SHALLBE LOCATED IN THE MIDDLE THIRD z I I OF THE WIDTH OF THE PLATE. A NUT AND n Z O O cV i I Q cV I I I (�/ WASHER SHALL BE TIGHTENED ON EACH ANCHOR l� 1.�-. Q x N I I I I I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z 1I m W 1 BOLTS PER PLATE SECTION Ww Lu WITH ONE BOLT n V I I ( II vIW M zQ LOCATED NOT MORE THAN 12 INCHES OR LESS v THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH Vf U W Z DECK LATERA CONNECTION [R507.9.2] I I 13'-D" I END OF THE PLATE SECTION. WALLS 24 INCHES r; } O w "LU51 MP50N DTT2 I I 1 I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT N a Z a] z W INSTAL IAW MANUFA6TURER'5 I- - - - - - - - - - I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE i�-a c� Z 5PEGIFIGATION5 r I I I CENTER THIRD OF THE PLATE SECTION AND -�. z: r - - - __ S AL .L JJ_J O � (TYPIGAL-b) I O I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I SHALL BE ATTACHED TO ADJACENT WALL L- - L - - AT DOOR OPENINGS - _ - _ -- AT DOOR OPENINGS- - - - I PANELS AT CORNERS AS SHOWN IN ITEM 9 OF Q Q N v V Q Q W ® O - - - - - - - - - - TABLE R602.3(I). OW DECK " I -- -- -- R-11 BASEMENT WALL BLANKET INSULATION - _ A (2) 2x10 FLUSH J I � Q O IL � �}� �lY � fy L- - L- - - - - - - - -I _ � o ABOVE L _ L - --2xIOFLU- - -J4� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u� d (S)LL �� O f�n NO �� 4 LLI= V / O P.G. FOUNDATION WALL Q O B O z 0 CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 r L- Q , - _ - - - - - - - - - - BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY O- - - - - - - - - c0 AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL 2'-9 2'-q" x LL LL_N " 9'-2" 8-O' 2'-9" q'-2" 2'-q" 2'-8" 8'-4" I'-8' 8'-4" 3'-4" STORY [TABLE R404.1.2(I)] � N 2x8 [UG3B] P.T. LEDGER EXPANSION JOINT r dJ 1/2"0 x 4" GALV. LAG 5GREW5 AT 16" Q u) O.G. STAGGERED [R50-1.a] O (2)-2x10 GDR r -+ + -- --�- (2)-2x10 GDR 4" P.G. FLOOR SLAB .•yor+..•r.±tr.,..t.. ems" Prwq - - - POURED CONCRETE FOOTING .e��err•�*1�.�,w., , _ J L _ J _ J ON UNDISTURBED SOIL [R403.1] „•s.� „� P.C.FTG CONTINUOUS UNDER STEMWALL :�'! �?� a•.y -� `"Rfr,,-m C�kf�;��� ,• , r 2 42' '.r c�}l�.,jyi�e y'►� ?i4,. k` x era«. TYf'1 GAL NALL SECTION T-O" 8'-O" G-I 3/4' 61-6 3/16 7-O 24'-&" SCALE: NTS 4° DEQ IVERED OCT 2 6 2021 41lx4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON 12"N x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 0 A 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM O MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 50IL (TYP-Q) O A-6 (ENGINEERED DESIGN) O j N FOUNL7I `ATION PLAN °oK O SCALE: 1/4 = 1 ft O O m O o IL Q �- 1� O 0 - p < <r ,61 z STRUCTURAL DESIGN NOTE Lu pu-[ � Z 1^IINDOW AND DOOR SCHEDULEIn accordance with the 2020 RGNYS; structural Q 4 �-- V No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and X < WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSUREB/C OPENING COMMENTS Steel/wood composite columns, beams, healders and Q 4 A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sq 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE girders that: I- N B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sq 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 0 C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE I) resist gravity loads, And W 11 O D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sfJ 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf) 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE IL IL G UNITED WINDOW 6000 2836^ 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.0/-29.7 psf[20 sf] 32"x 42" G CASEMENT EGRESS WITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) were designed In accordance with O H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf 150 sf] 72"x 80" H PATIO DOOR,LOWE GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplelment. O I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfj CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J J C.F.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sf) CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as woi Is and fenestration K 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 K SOLID PANEL 204MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L TFERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfJ CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR 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 I) resist wind loads, and DATE: FEBRUARY 2021 MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in therescri tive design p p g FOUNDATION PLAN I$ provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed In accordance with A50E '7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN."' A - 2 A p A-6 F NOTES INDEXED TO THE 2020 ENERGY CONSERVATION GONSTRUGTION '-10 I/2" 10'-b 1/2" 12'- " -4" O N CODE OF NEW YORK STATE Z z 1 1 b' v N R1015 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGCGNY5. Both REScheck(U.5. Department of Energy) and REM/Rate (Norelco) computer PROVIDE RESERVED SPACE IN SERVICE PANEL TO CODE Z Q software was utilitze to demonstrate compliance. All FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] WOOD STEPS _ mandatory provisions of the 2020 EGGGNYS - Residential W Provisions are in force. IL R105.22WRITTEN STATEMENT: To the best of my knowledge, g:-01+ WALL LINE _ belief and professional judgement,these plans comply with the ABOVE LL GLOSED CELL 5PF 3 i, Energy Code,. Furthermore,as a RESNET certified rater (LD. No. 2614381), I certify that these plans comply with the Home - << WW Energy Rating System (HERS) program. A signed certification -w, O O O O O 0 ATTIC PATHWAY FOR SOLAR ELECTRIC [TiO3.8] - -- -- -_-. - of compliance with the HERS program (HERG) will be submitted u Q PIG RE INSTALL 2"L VERTICAL SCHEDULE 80 PEG CONDUIT p p 9 w � THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS of the constructed building to demonstrate compliane. N Q O ' z o 0 e ! OR GAPS AT EACH TERMINUS [E3802.3.2]. N N GYPSUM BOARD Q� z (3)-3°5 6 b -- ` -- _ I ___1 I --L------ -- R301.1 CLIMATE ZONE: 4A Suffolk,NY 4 w-- (2)-1.'75x11.25 LVL HDR (2)-I.?5x11.25 LVL HDR - - T �- ® I-_--_-- i J w --- - - I--- I r CONTINUOUS BEAD OF w U (ENGINEERED DESIGN) (ENGINEERED DESIGN) I cV I DW SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 y Q Q -_- I (� (V I, r - ---------� N O Simulated Performance Alternative, and the provisions of V w z , I GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." (��N N EXTERIOR Z> IR INTAKE i0 Mandatoryy requirements: _ - R40r.3 CERTIFICATE= Builder to post per Code. p�3 [81006] m KITCHEN I ----------- --------------- �+------------------------ 23'-4" -------------------- I 3b GUARD [R312.1] } N O CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 23-4 - I u� m ----------- -----------------------------� SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. I r O R402.42 FIREPL.AGES= Factory built with UL 121 doors. (3z -------------- -' CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule -N `? r I z- FAMILY ROOM BREAKFAST o L1 w 9 EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and _ I`� 1'-O" I 4'-4" O Q I � 8 E ENT EN GE - ') I UNIT PERIMETER hot water heating appliances to be direct vent with both O �� Q Intake and exhaust pipes Installed continuous to the O L - <- O N outside. in w min UL 121 LISTED AND WINDOW UNIT 8402.45 RECESSED LIGHTING: IG-rated and labeled as $Q LABELED 36" Q z O FAGTORY-BUILT NOTE: q'-O" CEILING HEIGHT O O I• I pe InGodeair leakage rate of not greater than 2.0 cfm = FIREPLACE [R1004] THROUGHOUT FIRST STORY N O O O ~ I I i R4025 MAX.code. 4 SHGG= See window schedule. - 25 cfm CONT. I - I ELEG. PANEL _ R403.1 CONTROLS-. See plans for thermostat Information. Prol TEGHNOLOGIE5 ~ iv TO ERV R403.32 DUCT SEALING: All duct joints shall be MODEL 7705 �r [M1505.4] I I e ILI mechanically fastened and sealed with duct mastic PROGRAMMABLE i e k GONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT !1 EXPANDING FOAM AT WINDOW 8403.3.3 DUCT TE5TIN6: A duct air-leakage test Is not (3)-1.15 x I4 LVL FLUSH (31' LONG) F E UNIT PERIMETER required under exceptions I and 2. (2)-2x10 HDR c 8403.35 BUILDING CAVITIES: Framing cavities shall not be NO WALL 3 INTERIOR GARAGE WALLS: r used as ducts or plenums. 6-6" II-4 71 F e o R-15 BATT INSULATION �I I_ 8403.4 MECHANICAL 5Y5TEM PIPING INSULATION: Insulate O � Ys" 6YP5UM BOARD 4x4 OST _ mechanical system piping carrying hot water to an p 36" GUARD [R312.1] ° R-value of not less than R-3. ' - -- - -- -- _ -- - -- -- - Q GARAGE CEILING: N Q „ Y2" GYPSUM BOARD R403.5.1 HEATED SERVICE HOT WATER(SHV) CIRCULATION m 4x4 POST 247 I ° PDR 6-8 2' 6 HEAT DETECTOR v [TABLE 8302.61 II SYSTEM: Not In project. in j I CONTINUOUS BEAD OF p j 3 " RAILING ® 1z SEALANT R403b MECHANICAL VENTILATION= ERV continuous N-� cv I 4 }.f x I� ventilation system specified In the plans exceeds the m U to R m I 4'-6" 4 6" F N minimum efficacy of 1.2 cfm/watt. 8403.1 HVAC EQUIPMENT: Sized In accordance with ACOA -- 4x4 POST K Manual J and Manual : SELF-GLOSING 20-min GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS Not applicable I i 36" GUARD [8312.1] IU 20 cfm CONT. TO ERV 2810 F.R. DOOR [8302.5.1] R403A SNOW MELT: Not In project. _ 1 I 1'-6" 3'-2" I � iv [MI505.4] Q R403.10 POOLS AN SPAS: Not In project. ,� o N - Q G I' CONTINUOUS BEAD OF 8403.11 PORTABLE SPAS: Not In project. R 2¢7 m (3)-1.15 x 14 LVL DROP HDR N II I p j N NO WALL m I 2'-0" 2'-6" `? cv LJ__i I ADHESIVE 8404 LIGHTING: Builder to install high-efficiency lamps in at o (ENGINEERED DESIGN) least CIO% of permanently installed fixtures. Q I - 0. m CONTINUOUS BEAD OF O I GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was DOUBLE I� CD 5" P.G. SLAB X used to show compliance with the Energy Code. REM/Rate , u FL HDR IlL _! PITCHED TO DOOR o �I� software was used to model the building performoce - see I� } SMOKE G.O. 1z _ - - - 2020 IEGG Energy Cost Compliance report provided with _ ~ I� DETECTOR (TYP) _ DINING ROOM +, . 2" GLO5EO-CELL 5PF Permit Application. RE5check was used to model the building O I x LIVING ROOM = Int o Q z �-' performance based on national standards - see REGcheck N o - FOYER '� t r ---------- compliance Certificate and Inspection Checklist provided with - ,- I x x I U Permit Application. u) '� 4 I I I I +�- ____._------_-.----._..-. ----- - '°`pp I� r HAZARD G AZING [R308.4] 14'-0" i I I cv I fh W O 4++ I I� i� I I I I 4" W fn Z iV + CONTINUOUS BEAD OF I _O+ O Z AJ Z_ SEALANT - 7- _ I I I } "� Q� � za -_ _ GYPSUM BOARD I R.A.G. _ I m J b J W I I I _ x - (2)-2x12 HDR I I I d� Z W '\I\ m I O I I O I (� 1' ' � r O z .. 50-70/(2)-10-10 I J I I J I OZ r(� v c� I _ ___(2_)-2xl2.kDR I I (2)-2x12 HDR I 1I t �-W O w �J ----__--_-__-' ---------------- J1-1 Q[ -- - -- -- -- -- L. -- CONTIN000S BEAD OF (2)-1.15 x 14 LVL FL (2)-1.15 x 14 LVL FL a Q-1 o 1-� I SEALANT (2)_30$0 -O'N � PORCH (2)_30 � 0 � > �'� � _ - 5/4xb DEGKING (� t O Q< < GONTINUOUS MINIMAL p I hJc- V / UNIT PERI METER M AT WINDOW O O O O Q Q 2-q q-2 2 q U 8-O 2 q q 2 2'-q" 6'-10" 10'-0" 7'-6" 7 IIlk x z WINDOW UNIT(OR TABLE R402.4.1.1 .2020 4 4x4 P.T. POST ' WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION ITYP-6) INSTALLATION ;I (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR INSULATION INSTALLATION - -- -- -®- -- -- - -- -- --®--- -- -� -- -- COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be Installed in the j building envelope. CONTINUOUS MINIMAL WOOD STEPS EXPANDING FOAM AT WINDOW General requirements The exteriorthermal envelope contains a Alr-permeable insulation shall notbe used as ' (' yfsPPP♦ 7' asealingmaterlal. .°F X, G'ar. + UNIT PERIMETER continuous air barrier. -. �.1'°°<, t,f-? Bre aks or joints in the air barrier shal l be sealed. IS'-2" 1'-0" 15'-2" 24'-4" r f•,;+';fit✓•f wl ' M The air barderin any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air +I '- I! barrier shall be sealed. The Insulation in any dropped ceiling/soffit �, �„ *•. Ceiling/attic • r��=�,{,,,.t. .�,` p, .f (r,�.: I, EAD OF Access openings,drop down stairs or knee wall shall be aligned with the air barrier. CONTINUOUS B �'�r' '•°r''o $aro:"< „s�",0'. j I SEALANT doors to unconditioned attics aces shall be sealed. Cavities within corners and headers of frame 4 walls shall be Insulated b con letel fillin ,;�r";Sk!t f�•`fr���µ�°^` The junction of the foundation and sill plate shall be y p y g " " sealed. the cavity with a material having a thermal A resistance of R-3 er inch minimum. I, GYPSUM BOARD Walls The junction of the top plate and the top of exterior p FIRST FLOOR PL AN 0� IVERcD OCT 6 2021 walls shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air barrier. (� I' CONTINUOUS BEAD OF The space between window/doorjambs and I �- SEALANT Windows,skylights and doors tram Ing,and s II his and framin shall be sealed. �f Rim joists Rim oists shall include the air barrier. Rim joists shall be insulated. d� Floor framing cavity insulation shall be O - - - - -- 2" GLOSED-GI=LL SPF Ul �0 Installed to m air2ain penin anent contact with • � T' I,'„• the underside of subtloar decking. Alternatively,floor framing cavity insulation U- r Floors including cantilevered floors The air barrier shall be installed at any exposed m and floors above garages. edge of Insulation, shall be In contactwiththetop side of r u� sheathing or continuous insulation installed O Z �p on the underside of floor fram ing; and Q 0 " -1I extending from the bottom to the top of all V I I perimeter floor framin members. O m t, Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided rY _ -I GONTINJOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be V r 1 - overla in oints taped. ermanentl attached to the walls FULL YJIDTH OF SILL Duct shafts,utility penetrations,and flue shafts O Z Shafts,penetrations opening to exterior or unconditioned space shall be O i W ._ FOUNDATION HALL sealed. (�/ OO< iL Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled �Wy 1L 6 Narrow cavities with Insulation that on Installation readily - V ~ (� z CONCRETE SLAB conforms to the available cav' space. -� Air sealing shall be provided between the garage STRUCTURAL DESIGN NOTE a w z QC and conditioned s aces. Garage separation Recessed light fixtures Installed in the building Recessed light fixtures Installed in the In accordance with the 2020 RCN1',S; structural < < - ,_ Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such a5 en ineered woodl, steel and X D ' surface, and IC rated. g steel/wood Composite columns, beams„ headers and Q In exterior walls,batt Insulation shall be cut neatly to fit around wiring and plumbing or girders that: Plumbing and wiring insulation that on Installation,readily ..--.-- 1';'/','f conforms to available space,shall extend - /% / > r;.' 1) resist gravity loads and v W behind i in and wirin + _ The air barrier Installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs J IL Shower/tub on exteriorwall showers and tubs shall separate the wall from the shall be insulated. 2) ore not contained in the prescriptive design O 2 shower or tub. The air barrier shall be installed behind electrical prOYi5iOn5 Of the 2020 RGNYS !L O NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. Were designed in accordance With O THERMAL, ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that TYPICAL METHODS OF AIR-SEALING USING ANSI/AWG NDS-2018 With 2018 sulpplement. O VARIOUS 13UILDINO ELEMENTS,APPROVED HVAC register boots penetrate building thermal envelope shall a sealed J to the subfloor,wall covering or ceiling penetrated ADHESIVI.S AND SEALANTS. =RAMING by the boot. Structural elements such as walls ondl fenestration GONFIGURATION5 NOT SHOWN,SUCH AS Where required to be sealed,concealed fire that: GANTILEVER5 AND STAIRWELL5, SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill D TE: FEBRUARY 2021 THERMAL, ENVELOPE IN ALL LOCATIONS. voids between fire sprinklercover plates and walls I) resist wind loads, and or ceilings. 2) ore not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RCNYS PLAN - S - NO G I �° NOTES were designed in accordance with ASCE 1-16 wind LAIRE ✓ � I '`��-/ DETAILS I J L(Ny provisions and acceptable engineering practice. DRAWING NUMBER SGAL!_. 3/4 I ft where such elements occur in the plans, they are .- annotated "ENGINEERED DESIGN." 'A Z � O p A N A-6 -------------------- --------------------- L ----- ---------- y I jpu[ I I �--------------------� Q w I LIL 2'-6" 6'-10" 4'-4" O IL j HAZARD LAZING lu 08.4.51 Z W 3°2° B 4040 O 0 o N - Z 10'-8" 3�' 2'_ " 3°5 q'-8'. AWNING PICTURE _ o4" 5'-0" 8'-D" Pi a T = 4" FREE-5TANDING 7U < O ' 601 n (V O (L 6 .N - !1- TRANSOM - BEDROOM 3 GL BEDROOM 4 M BATH Or- -- &'-0" G Ht &'-O" G Ht O &-0" G Ht O i I N N �I LI! NO 0 [Q I \ / o § 20 cfm CONT. 1 20 cfm GOVT. TO ERV _ HVAG EQUIPMENT IN ATTIG _ x WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNAGE: LENNOX ELIg6UHO-7OXE36B _j _�_ a TO ERV [M1505.4] LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201848570 -a Q [MI505.4] Pro I TEGHNOLOGIES _, O § - --- ---- -------------------------------tN5TAL-L-E-P�\//-UNIT-[N-GONDJT40N€ID-ATTIC. HEATING GAP: 64,000 Btuh;AFUE = 86.1 MODEL 7705 :n N V BATHDUCTS SHALL NOT BE CONNECTED TO THE HVAC, SYSTEM. INDOOR COIL: LENNOX CH35-30B+TDR ---- PROGRAMMABLE CC., OUTDOOR UNIT: LENNOX MLI4XGI-036-23OG;AFRI 203314680 THERMOSTAT GL x II S S N HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL a ® INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. COOLING GAP: 34 00 Btuh;SEER = 15.10 2670 261° 2a-�o INSTALL IAW MANUFAGTURER'5 5PEGIFIGATION5 I STALE AIR TO OUTSIDE AND FRESH �IR FROM OUTSIDE: 6" d1a. DUCTS E $ G.O. ��- - Q CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5PO-1 HALL \;/DETEC R (TYP) O IA.G.RZ71JRNI 2o-7° FRESH AIR TO IN51DE DIFFUSER IN H�LLWAY: 6" dia. DUCT 10'-O" RAILING m L -� ° STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O O (2)-I.15xq.25 LVL FLUSH (2)-2x10 HDR - IN �OHER STALEALL AIR]DUCTS INSULATED FROM KITCHEN R-4.2 HINdED EXHAUST GRILLE MODEL I5N45 �t BI-FOLD / m 3050 (ENGINEERED DESIGN) H ND Ir 4x4 BEARING L _ _ _ - SYSTEM TO BE SET AND BALANGED to CONTINUOUSLY PROVIDE [MI505.4.4]: P05T m 2670 , m MINIMUM 20 cfm EXHAUST FROM EAGIH BATHROOM ® D m RYER WASHER x AND MINIMUM 25 cfm EXHAU5T FROM (KITCHEN. 36 HANDRAIL [ 31 . .8] 5 4'-6" DRYER EXHAUST 2&IQ [M1502] 12" x 12" AIR TRANSFER GRILL IN GEILING _ N m 0 K N 0 I O 0DOUBLE FRAME i p OPENING I Q O 0 x 4" I V 2`10 N BEDROOM 2 GL r W.I.G. MASTER BEDROOM 10'-O" TRAY G Ht �0 10'-O" TRAY G Ht — n 4° I � 14'-0" 2'-2" 5'-6" 4" 14'-0" W fm Z (2)-1.7_5x14 LVL_w/HT530 M_TL STRAP AT EACH ENDL (2)-1.7_5x14 LVL_w/HT530_M_TL STRAP AT EACH EN I Z Z z Z ii (ENGINEERED DE510N) (ENGINEERED DESIGN) — -1 tt �O J W 2x8 GJ AT 16" oz. 2x8 GJ AT 16" o.c. `Q r p Z (2)-2X10 HDR (2)-2x10 HDR `r Z z LBETHEEN -- -- -- W------------------------------------------------------- _05ED-CELL 5PF 1Q O RAFTERS I Q- (�/ m p (2)-3°5° (2)-3°5° (y O OIY z< 4 < Z la la Z I I I I Q I I , -----------------------� I I I I L------------------------ ,x7, '+rte• .pa..ar.,, f DaIVEREO OCT 2 G 2021 .a SEOCM7) FLOOR PLAN, o SCALE: 1/4" = 1 ft O p 00 � � r OIL � m p0, o O �' nnO o 4 IL SOLAR-READY 1� O x p CERTIFICATE p IL This home has STRUCTURAL DESIGN NOTE w Z incorporated features at Z v the time of Initial In accordance with the 2020 RGNY5; structural < d construction to enable the o o elements such as engineered wood, steel and X 7 installation of solar OL steel/wood composite columns, beams, headers and Q Q electric. girders that: 0 (� L 6 () — ro The solar-ready roof 1) resist gravity loads, and v w zone is shown on this GO UIT t9 < LJ UIT construction plan excerpt GO UIT 2) are not contained In the prescriptive design O W O and Is free of provisions of the 2020 RGNY'5 IL obstructions that wouldIL limit placement of solar were designed in accordance with panels. II-_ND5-2018 with 2018 supplement. O m Plastic conduit for future o Structural elements such as walls and fenestration electric wiring has been that: installed through walls at DATE: FEBRUARY 2021 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation PR of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RCNY'S PLAN roof mounted solar panels. were designed in accordance with ASCE '7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are A == 4 annotated "ENGINEERED DESIGN." CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TIO5.10] SOLAR-READY ZONE [TIO3.3] PROVIDES 36" NIDE ACCESS PATHNAY5 FROM EAVE TO RIDGE WHERE SHOWN [R324.6]. THE 50LAR-READY ZONE SHALL Z N Z REMAIN CLEAR OF OBSTRUCTIONS SUCH AS Q O BWL B BWL A VENTS, ETC. [TIO3.4] V � 37'-0" l - k-- ROOF LINE yI� I 3'-4" 2'-411 TABLE R802.5.2 RAFTER/CEILING JOIST HEEL IL -- - ' - s j JOINT CONNECTIONSa b c a e IL = -----------J -�'--------- -- --- -- E3NL I I 1 it ,g O _ . . GROUND SNOW LOAD(psfj w ji WW - -- ATTIC PATHNAY FOR SOLAR ELECTRIC [TI03b] f FLU - -" INSTALL 2"(P VERTICAL SCHEDULE &0 PVG 20 30 O iU ° i - i I - MINUS i ,_- � I I - - I CONDUIT THROUGH ALL HALLS TO ATTIC,KITH RAFTER RAFTER Roofs an feet Z _ ��, ,^iYYv44 ,; )('I TEMPORARY PLUGS OR GAPS AT EACH TER SPACING P ( ) I__._..�.. v SLOPE N O I ° . .` [E38o2.3.2]. (inches) 12 20 28 36 12 20 28 36 O ! !f W AGGE 5 RO F I i Required number of 16d common 1 nailsa,b per heel joint splices',d,e Gp cV 0 I I _ ESS ROOF a _ - -- I r___- ' II cv - 12 4 6 8 10 4 6 8 11 3:12 16 5 8 ]0 13 5 8 11 - r x ( ; 14 cV fr1 - = --- - N /zli�ll 24 7 11 15 19 7 11 16 21 - ' 12 3 5 6 8 3 5 6 8 4.12 16 4 6 8 104 6 8 11 24 5 8 12 15 5 9 12 16 POST DOWN POST DONN POST DOhlhl / ll \\ 12 3 4 5 6 3 4 5 7 V i f i jl m m 1.-75 X ib LVL STRUCTURAL RiD&> j . AGGESS ROOF �d 5:12 16 3 5 6 8 3 5 7 9 i ; x 24 4 7 9 12 4 7 10 13 j D+ E i ' 5 x ib VL RI cv ` ' 7:12 16 3 4 5 6 3 4 5 6 mm 24 3 5 7 9 3 5 7 9 -� \ ROOF BELON 12 3 3 4 4 3 3 3 4 -1' . ...-_. : I 1 9:12 16 3 4 4 5 3 3 4 5 24 3 4 6 7 3 4 6 7 �\ r 2x10 RIDGE C� i .� 16 I 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 i i N ` 24 3 4 4 5 3 3 4 6 I AIJ I For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per X : - I square foot=0.0479 kPa. -- - ------- ------- -------- -- E3NL 2 i ry !' ;i i a. 40d box nails shall be permitted to be substituted for 16d - I x 6 common nails. 12-q 2-q' �2-11" �i b. Nailin re uirements shall be ermitted to be reduced 25 p AGGESS ROOF I i g q percent if nails are clinched. ' C. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. N d. Where intermediate support of the rafter is provided by I 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. I 2x10 RR AT I6" o.c. ! 2x10 RR AT 160 o.c. _ vertical struts or purlins to aload-bearing wall, the �J j tabulated heel joint connection requirements shall be 1 ! ROOF LINE 9 « -.. HALL LINE permitted to be reduced proportionally to the reduction in Z v i n/ span. t _ e. Equivalent nailing patterns are required for ceiling joist LU � l-- to LI =I d : [_ I to ceilin joist la slices. m W _ _. . ; c I gj p p Y6 f. Applies to roof live load of 20 sf or less. Wz SEC,ONI7 STORY E3NL PLAN � pp p � Z Z d.- e3z V g. Tabulated heel joint connection requirements assume - - _J I- O ,_,i w SCALE: 3/16" = I ft that ceiling joists or rafter ties are located at the bottom <- � O of the attic space. Where ceiling joists or rafter ties are �l� ' - ?- Z PORCH ROOF BELON located higher in the attic,heel joint connectiorn Z UA Z p W N requirements shall be increased by the following factors: 0 nCA � Q 0 �O ma < Hc/HR Heel Joint Connection Adjustment Factor o O W Q< 1/3 1.5 +� 0�(� 1/4 1.33 < 1/5 1.25 Z 1/6 1.2 ROOF PLAN 1/10 or less 1.11 SCALE: I/4" = I ft Q where: BWL E BW D BW G Ho=Height of ceiling joists or rafter ties measured vertically 37-O I 24-4 p Pp � I above the to of the rafter support walls. HR=Height of roof ridge measured vertically above the top of R '� .«?'r' ,q',;4 ^ 3'-O 1/2" the rafter support walls. 13'-4 li 2" i 7'-7" 4'-4" � � --- ----------------------�---- -- - -----=-- -- :_.,-- ' 1 BRACED{MALL PANEL CALCULATIONS 4r ' Wind AdjustmentFactors Table R602. 0. _ 1 DE 11 FRED OST 2 6 1021 ... .......................... _.. .. .-._. .....t i d- Upper Story / r -�' Numbered Lettered Wall Lines Wail Lines Comment r- 1� I I 4" Exposure Category 1.00 1.00 Exposure B, 2-Sty Q O t- 1 ) t I Roof Eave-to-Ridge Height 0.84 0.84 T-4" Wall Height 0.90 0.90 -- BWL 4 2 Number of Braced Wall Lines 1.00 1.00 2 0 F- Additional 800 Ib Hold Down 1.00 1.00 N/A O j Gypsum Board Fastening 1.00 1.00 N/A Q IL ! Wind FactorTotal 0.756 0.756 -7777777, 11N 00 z io Q !(Jia !' Braced Wall Bra Braced Wall 140 mph Total Bracing O O V ting Wind Factor I ;f Line Spacing Required Required Length Status i rn Y t 1 1 Line Method Total - y Bracing (ft) Bracing Provided (ft) V t- 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK �F , \ 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK O p V } � A CS-WSP 37.00 8.40 0,756 6.35 31.00 OK i Q U- - -- y N�' N B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK 0 LL Q Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE v 0 - Lower Story Dwelling Garage Comment In accordance with the 2020 RGNYS; structural N e w0 Exposure Category 1.00 1.00 Exp B; 2-Sty(Dwelling); 1-Sty (Gar) t I/ d engine wood, steel andOL OL elements such as engineered � X � cv see woo composite columns beams headers and Q ! ; I Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); U-0" (garage) girders that: F- Well Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) Q _ r I Number of Braced Wall Lines 1.00 1.00 2(dwelling& garage separate talc) + 1) resist gravity loads and _W 11Ul.1 Additional 800 Ib Hold Down 1.00 1.00 NIA F- % - X11 0 Gypsum Board Fastening 1.00 1.00 NIA { 2) are not contained in the rescri $ive design O w Wind Factor Tot al 0.884 0.760 _ .. . -_-_-_-_ ___._________._.._,__.____ _-_ B provisions of the 2020 RGNYS -# _.- . _._, were designed in accordance with IL 0 .,_::.. !_.-..., _. ,. _.-! Braced Wall 140 mph Total Bracing !� Braced Wall Bracing Wind Factor ANSI/AWG ND5-2018 with 2018 supplement. O Line Spacing Required Required Length Status -► Line Method Total it I (ft) Bracing (ft) Bracing Provided (ft) Structural elements such as walls and fenestration + i i 3 CS-WSP 31.67 13.67 0,884 12.08 18.33 OK that: 4 CS_WSP 22.33 5.47 0.760 4.16 24.33 OK r + 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK 1) resist wind loads, and B DATE: FEBRUARY 2021 C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK - D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained in the prescriptive design WALL BRACING 8 D(dwelling) GB 3T00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed In accordance with ASCE 7-I6 wind FIRST STORY E3NL PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/16" = I ft where such elements occur to the plains, they are A == 5 annotated "ENGINEERED DEVON." TYPICAL ROOF R-3q Z Z 2x4 COLLAR TIE AT 48" O.G. ASPHALT ROOFING SHIN6LE5 OVER 15# FELT OVER O Q 135 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL 5HEATHING OVER 2x10 RAFTERS AT 16" O.G. (SEE ROOF PLAN FOR P05T LOCATIONS) I R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) ROOF ----------------------------------------7 WITH Y2" GYP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] WOOD BLOCKING O W I _ _ I (�/ IL 2x12 GROSS-RIDGE - - - - _ _ _ _ _ I - - - - - - -- - .- - - - - I GABLE WALL INSULATION: 12 12 - -- - I CONTINUOUS R-5 I-INCH RIGID FOAM XP5; r } I CAVITY R-13 2" 5PF FALSE GABLE 5.25 I— -- _ -�5.2s WW 0 m I I tu FULL-HEIGHT F- a !U SHEATHING O O f -__----_-_ I BEHIND LEDGER V --------L---- Z - _ ----------------------------------------------------, SEALED ATTIC (INDIRECTLY CONDITIONED) � --------------------------- - - CEILING r I 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE 8 G.D. 2" SOLID O MASTER BATH - - - - - �� - - - - - - - - - - - I LAUNDRY }I I� - - - - - - - - - - FAMILY BATH O C� O n 1x8 TRIM BOARD 8 DETECTOR IN ATTIC WOOD BLOCKING N } }� I } ' } ' I I I I } �' 1 I SOFFIT VENT __ Q WG I I I I I I I I"1G I j TYPICAL INTERIOR WALL 4" (2)-1.75x14 LVL FL HDR 1/2" GYPSUM # n LAV. I LAV I I I I WASHER I LAV. I 2x4 STUDS AT 16" O.G. NOTCH TOP SIDE UNDER ROOF BOARD FINISH (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5 Y2" -� TUB I i I I I TUB i Y2" GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES -^ SHOWER I I j 2x4 STUDS AT 16" O.G. --1 z AND SECOND FLOOR PLATFORM. u ) I (2)-2x4 TOP PLATE;2x4 SOLE PLATE w MIN. R-4.2 DUGT INSULATION. 2nd FLOOR _ ___ _L- ____ ___I_______ _____�_ I__ ____ -------------------------------- (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN W O -------------- -I 2" W 3" W I-I/2" W I R-15 UNFACED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 w HALL BEDROOM 3 W 2 W 2 W i 2" W ( I VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XPS INSULATION 2" W 3" W 2:: W I 2" W I 3" yy 2' W G.O. I OVER 1/2"STRUCTURAL PANEL SHEATHING G5-W5P WOOD FLOORING OVER N n G.O. I (2)-1.-15 x 14 LVL FLUSH HDR 3/4" PLYWOOD SUBFLOOR ----- -------------------------------------�--------------------- — -----------------------------------------------------J _ - - -- I - CEILING - _ -/ I R-13 2" GI -GELL SPF " I POWDER I KITCHEN AT RIM JOIST II 14 TJI-560 FJ AT I6 O.G. Ilk I; 14" TJI-560 FJ AT 16" O.G. s }I >I I }I I (2)-1.75 x 14 LVL FLUSH HDR Q� � STAIRS i , p^ o X (3)-1.75 x 14 LVL O I I/2" GYPSUM �= W I 1 w BOARD FINISH Z WG I I KIT SINK I I I I LAV. I I ' ' I DW ziI I I LIVING ROOM FAMILY ROOM j 1St FLOOR PLATFORM m I I I WOOD FLOORING OVER 15t FLOOR ___—_____�__ ______ ___ _______ ____ 3/4 PLYWOOD 5U5FLOOR -------------------------------- ----------- ---------- ----- ---------------------------� 1-1/2" W 3" W I 2" W j 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 3:I 1,1 3" W 2 W G.O. CRO55 BRIDGING AT M105PAN -------------------------------------------------------------------------------- CEILING � R-13 2 1 " GLOSED-CELL 5PF 11 31 i I AT RIM JOIST r 4a 5T I R5 17 x 11.675 LVL GDR N BASEMENT (4)-3/8" LAG SCREWS FINISHED GRADE I FINISHED GRADE (INDIRECTLY CONDITIONED) SILL CON5TRUGTION: SLOPE " IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD G.O. `1 W I I 6ON SILL SEAL WITH 1/2" ANCHOR BOLTS 10" POURED CONCRETE FOUNDATION STEM WALL p (SEE TYPICAL WALL DETAIL) I LVERTICAL REINFORCEMENT: NOT REQUIRED FOR - v TO APPROVED SAND d GRAVEL SOILS (GW, GP, 5W, SP) 6 w HOUSE TRAP SANITARY SYSTEM HORIZONTAL REINFORCEMENT: #4 REBAR AT *"- I MID-HEIGHT OF WALL STORY N r- m O V BASEMENT FLOOR ___________________________________________________________� ONE TOP BAR WITHIN 12" OF TOP OF WALL 1/2" GYPS M FULL HEIGHT R-11 BLANKET WALL INSULATION Lu Iv W m O --------------------------------------------------------------------------------------- BOARD FINI A5 MANUFACTURED BY GERTAINTEED CORP. FLUME31 N5 RISER D I AC RAM UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING [R30231 Q A5TM E84 MAX. FLAME SPREAD INDEX <' 25 } z � < � z a MINIMUM 3'-0" BELOW GRADE �t — — -j 1T Z W MAX. SMOKE DEVELOPED INDEX S 50 [Q _ SCALE: NTS 4" P.G. FLOOR SLAB TOP OF 5A5EMENT SLAB Q 4 F O z Z 11J OLz f- 13 3O"x 30"x12" DEEP P. GONG. SPREAD FOOTING pL _1 (n QQC < w/(3) #5 REBAR E.W. !L O O> < QQ R I DC E TENSION STRAP: SECTION <10 WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (5) 10-d COMMON NAILS AT EACH END OF STRAP z C, Ay R„eftf}.. IV Ma ♦a P•: 'av°4 w j ss� RAFTER TO 57UD : WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S 5PEGIFICATION QE IVERED 0,r_'T 2 G 2021 WHERE RAFTER ALIGNS WITH STUD O � 5 2x ROOF RAFTERS AT 1(b" O.G. Q O USE GALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM iQ O e 2x GEILING JOISTS AT 16" O.G. \R) 1L 1� USE (3)-Ibd NAILS AT RAFTER Q HEEL JOINT CONNECTION Q Z "- ROOF BEAM (SEE PLAN FOR SIZE)UG3A Q O DI LL STUD TO DI LL STUD : ASSE PRESERVATIVE TREATED 13 Q — 2x EXTERIOR WALL H V ASSEMBLE WITH 10-d NAILS m STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH (4) 8-d COMMON NAILS AT EACH END OF STRAP 1 Y MT530G STRAP-TIE SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 VENTED VINYL SOFFIT �Ixb TRIM 130ARD EACH RAFTER O O Q LL � ? UPLIFT CONNECTIONS: G518 GALV. COIL 5TRAP USE (2) AT EACH POST, TOP +f BOTTOM R-30 BATT INSULATION „ 0 O Q ` USE O NAILS AT EACH END STUD TO FLOOR JO15T 1-1/4 WIDE 20-GUAGE -1L {- 1L 5/4"xb" DEGKING 51MP50N GOIL STRAP GALVANIZED STEEL STRAP < J 0 < < Z PERPENDICULAR TO JOISTS (4)-8d NAILS AT EACH END EAGH SIDE OF WINDOW AND W �_ Q- z (2)-8d THREADED NAILS OR DOOR OPENINGS. INSTALL v X (2)-No. 8 WOOD 5GREWS AT 4x4 WORD COLUMN 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP -L�u•- Q Q 0- V < EACH SUPPORTING MEMBER PLATES TO JAGIK STUD. __ D_ --� UG3B PRESERVATIVE TREATED 2x RIM BOARD - n [R507.1] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW !L FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE Q FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HEADER V! N (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IDd NAILS 0 O STUD TO 51 LL i�LT UO3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R507.5] WRAP STRAP UNDER 51LL PLATE PER CODE -1 F- GRADE �•{b" OSB B VINYL SOFFIT Y u- 0 (6) 8-d COMMON NAILS AT EACH END OF STRAP OW � Q IL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD P05T FLOOR J015T TO WALL: ILuG3B PRESERVATIVE TREATED SIMPSON 142;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD 2x EXTERIOR WALL - `� PB44 HOT-DIPPED QALY. 0ALTERNATE WHERE FJ/STUD MI5ALIGN5: 0 m P05T BASE ANCHOR FLOOR JOIST TO PLATES: J SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES „ PLATES TO STUD: a 12'V x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD VERTICAL REBAR ON DATE: FEBRUARY 2021 24 x 24 x 12 DEEP P.G. FOOTING WITH(2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I C H-lel I ND UPLIFT 5TRAFF I NO TYi=I GAL FORGH DETAIL DETAIL L AT FLOOR CANTILEVER TEN51 ON STRAP I NO AT NALL OFEN I NC 5 DRAWING NUMBER SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A — & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York 5tate Uniform Fire Prevention and Quilding Code - Iq NYORR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES -' and publications Incorporated by reference therein. O O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit v - GROUND SEISMIC _ WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://hazords.otc.ouncll.org FOR THE PROJECT LOCATION: until project completion. LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00510 N "72.56650 RI06.3 DE516N PROFE5510NAL: A Certificate of Authorization Is z Q WIND DES16N 15 NOT REQUIRED IN ACCORDANCE WITH F16URE TH15 NEW RESIDENTIAL 5TRUGTURE UTILIZE5 filed with The State Education Department entitling D'Amoro 0 1 j PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide IL 20 psf 12'7 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HE16HT IS NOT GREATER THAN 50 FEET [TABLE not been retained to provide construction engineering, 0 d R501.2(5)] THE OWNER 5HALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore is not responsible U- pZ i Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXF05URE GATE60RY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall W Immediate) notify Designer, In writing, if there Is any Z Elevation Latitude in cooling factor tem temperature coolin difference WITH T y y 9 9+ hat 9 � ' TITLE la NYGRR R heating 9 p COMPONENT AND CLADDING LOADS [TABLE R501.2(2)] DO NOT PART 1265 discrepancy found between field conditions and plan 80 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R501.2(5)] dimensions, especially with regard to existing construction. Z N v Cooling temperature Wind velocity Wind velocity Coincident Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (50'-0" roof R3012.1 WIND DE51ON: In accordance with Figure 8301.2(5)B wind N Daily range - span, 140 mph, pitch less than 5:12) [TABLE 8802.11] p O difference heating cooling wet bulb humidity humidity design Is not required. This building Is designed inWALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RGNY5. N 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 = 108AIf O 83012.1.2 PROTECTION OF OPENINGS= This building is not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Wmdborne Debris Region. CV O AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. - R30I2.4 FLOODPLAIN: This building Is not located In a flood # (1 hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: [pl[I 11-1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301b ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per A50E-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,e SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,e SPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 psf round snow load column to OF FASTENER OF FASTENER ° THICKNESS DESCRIPTIONa'b OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load cditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box 2 ),or (inches) these plans are nominal sizes. Engineered wood dimensions ( i „ +,). or ( �„x 0.113„ . 4-8d box 2/2 x 0.113 ( ) or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL. I foists, glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2/2" x 0.131");or Toe nail 21 Joist to sill,top plate or girder 3-8d common 2/2"x 0.131" 3-10d box Y x 0.128" ;or Toe nail 3-1 Od box(3"x 0.128"); or ( ) Staple 15 ga. 1 %; 4 g R302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailsUp to% 0.097-0.099 Nail 2 X 3 6 are notiflre-resistance ections shall be located rated.t least 5 feet from lot Imes and 4-8d box(2/2" x 0.113");or 8d box(2%"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 3/ 3 6 R302A FLAME SPREAD AND 5MOKE DEVELOPED INDEX FOR 3-8d common(2/2"x 0.131");or Per joist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2 y"x 0.131");or 0.113 Nail 2 3 6 WAL.L5 AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-lOd box(3"x 0.128");or J (roof applications also) l Od box(3"x 0.128");or 6"o.c.toe nail 19/2 ands Staple 15 and 16 ga.2 4 8 having a F51 = 15 (req'd max. 200) and a 5DI = 0 (req'd max. 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 1/ 4 8 Staple 14 a 2 8302.10 FLAME 5PREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist noir attached to parallel rafter, laps over 4-IOd box(3"x 0.128");or 3-8d box(2 X"x 0.113");or p g 4 8 IN5ULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 X"x 0.162"); or Face nail „ 2-8d common(2Y2"x 0.131"); or Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity ' 8802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128"); or Face nail 2%2 and X i surfaces shall have a F51 s25 and a 5DI s 4507. See plans 2 staples, V crown, 16 ga., 13/4" long 0.097-0.099 Nail 2 4 8 for exposed Insulation values. Ceiling joist attached to parallel rafter(heel joint) p g • 4 8 Staple 16 a 2 R302.11 FIRE BLOCKING: Use approved material to firebiock 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 X 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder I „ Blind and face nail 2-16d Common 3 / x 0.1620. i where otherwise specified by the 2020 RGNY5. ( ) 113 Nail / 3 6 1 15 a 4-10d box(3"x 0.128"); or 25 2"planks(plank&beam-floor&roof) 3-16d box(3 /2"x 0.135");or At each bearing, face nail Staple g ' 2Y4 4 8 R302.12 DRAFT5TOPPING: Not needed for this project. 5 Collar tie to rater,face nail or 1Y4"x 20 ga. ridge strap 3-1 Od common(3"x 0.148"); or Face nail each rafter 2-16d common(3/ x 0.162) 0.097-0.099 Nail/ 4 $ 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") 1 „ , c project under Exception 4. 3-16d common(3 /2 x 0.162 ), or SPACING O FASTENERS 4-1Od box 3"x 0.128" . or NOMINAL MATERIAL a b 8302.14 COMBUSTIBLE IN5ULATION CLEARANCE: Recessed 3-16d box(3 Y" x 0.135");or 26 Band or rim joist to joist ( )' DESCRIPTION ° OF FASTENER AND LENGTH 2 toe nails on one side and 1 toe J J �� �� End nail THICKNESS Edges Body of aneld luminaires shall be IG-rated I/A/W NI102.4.5 with separation 3-1Od common(3"x 0.148");or (inches) inches p g. Z 6 Rafter or roof truss to late nail on opposite side of each rafter 4-31 x 0.131 nails;0 7 ) (inches) (inches) - (inches) from insulation per listing. p „ „ , pp 4-3 x 14 ga. staples, /6 crown ) 4-1 Od box(3 x 0.128 ),Or Or truss' 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or V 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; W at top and bottom and staggered. Fiber-cement and at locations where shown on the Tans. to Z IV 4-16d box(3%" x 0.135"); or p � w 1 3-1 Od common(3"x 0.148");or 1 O box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R30q.1 GARz z Toenail 3 6 AGE FLOOR SURFACE: Garage floor shall be 5-Inch }• � Z �d- d1 lx 4-1 Od box(3" x 0.128"); or 3„ „x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle Tp - - _J is O -w 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers 7 Roof rafters to ridge,valley or hip rafters; or roof rafter entry doorway. t n 0 F z to minimum 2"ridge beam And: p g '' g' 3 6 8310 EMERGENCY ESCAPE AND RE5GUE OPENINGS: It is the v O dJ z Staple 18 a %ion %crown Q g ; „ . 2-20d common(4 x 0.192 ), or 1 (finished flooring other than tile) Z � z t- 3-16d box(3/ x 0.135 ),or Face nail at ends and at each splice / builders responsibility to verify that window units supplied by d D- 0 w 2-16d common(3 /2" x 0.162") or 3-10d box(3"x 0.128"); or 1 X long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for p LU V W ® 0 3-1 Od box 3"x 0.128" • End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. d-1 ( ),or (galvanized or stainless steel)roofing nails (for tile finish) y- 3-3"x 0.131"nails 4-16d box(3%"x 0.135") or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8 8 8311.-1 STAIRWAY5: Interior stairways shall be pre-assembled �- O 0 wood units. The maximum riser height shall be 8-I/4 Inches and N 0 4 Wall for the finish d p 3-16d common 3�"x 0.162" • or ( ) the minimum tread depth shall be q Inches,plus nosing where z 28 Ledger strip supporting joists or rafters ( )� At each joist or rafter,face nail p 16d common(3%"x 0.162") 24"o.c. face nail 4-1 Od box(3"x 0.128"); or Plywood required. Provide handrails per Code. •� � � -� 8 Stud to stud net at braced wall panels) 4-3"x 0.131"nails 1 X ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above ( P ) l Od box(3"x 0.128");or 16"o.c.face nail3 6 grade,and steps leading thereto,shall have guards that 29 Bridging or blocking to joist Z 3"x 0.131"nails 2-1 Od box(3"x 0.128");or 2-8d common and%6 12 2 ga. (0.099")shank diameter conform to Code. 1 „ , Each end,toe nail 16d box(3/2"x 0.135");or (2/„x 0.131 ),or 2-3 x 0.131 nails Staple 18 ga.,Y/,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c.face nail R3I2.2 WINDOW FALL PROTECTION: Windows with sills less than 9 3"x 0.131"nails SPACING OF FASTENERS i i 3 is i I X ring or screw shank nail-minimum a 24" above finished floor and greater than '12" above grade corners(at braced wall panels) „ /2, /, /2 and/ i 6 8 shall be protected per Code. 16d common(3/2 x 0.162 ) 16 o.c.face nail DESCRIPTION NUMBER AND Intermediate 12/ga. (0.099 )shank diameter 10 Built-up header(2 to 2 header with/2 spacer) TEM a b,c (Edge) e e i9 s 2s 3 i 3 6 smoke alarms,carbon monoxide alarms,and heat detection t ,. 16d common(3%"x 0.162") 16" o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ' b supports',' 1%ring or screw shank nail-minimum 8314 5MOKE ALARMS AND HEAT DETECTION: Interconnected „ „ i „ inches detection .• 16d box(3/2" x 0.135") 12 o.c. each edge face nail (inches) /2, /2 and/ 12/ga. (0.099 )shank diameter p :. t' ' • `0.' . �: alarms shall be Installed at all locations shown on the Ions. ,,•,. 1, 5-8d box(2/2" x 0.113");or Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 / 6 8 n. •°, "t �' "° f,O�,' 8315 CARBON MONOXIDE ALARMS: Install at all locations 11 Continuous header to stud 4-8d common(2/2"x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r specified on the sans. ' Hardboard P p u �� '. 4-10d box(3"x 0.128") 6d common(2"x 0.113")nail 1 /2 long ring-grooved underlayment nail 6 6 R3I7 WOOD DECAY PROTECTION: Lumber 30 %"-/2" i 6 12f Lu be specified In the plans 16d common 3/2"x 0.162" 16"o.c.face nail (subfloor,wall) 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.T) shall be In i, : t, 81 + t. ( ) accordance with AWPA UI for the Intended use and location. '• �A". 12 Top plate to top plate IOd box(3"x 0.128");or 31 iX2" - V 8d common nail(2%"x 0.131") 6 12f Staple 18 ga.,s long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel, stainless 12 o.c.face nail :+ r. . . ' lOd common 3"x 0.148" nail; or steel,silicon bronze, copper or I/2 diameter or greater 3"x 0.131 nails i „- 1 „ ( ) 6 12 Particleboard steel bolts. 32 1/ 1 4 8d 2%"x 0.131" deformed nail ( ) 1 4d ring-grooved underlayment nail 3 6 R4o1.4.1 GEOTECHNICAL: g / � 3 Footings and foundations shall rest on .. Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 DELIVERED OCT 2 b 2021 8-16d common(3/2"x 0.162");or Face nail on each side of end joint psf. Visually graded soils that have this load-bearing value 1 Y galvanized roofing nail, /6 head 3 6 / 6d ring-grooved underlayment nail 6 10 Include 6W 4 6P-gravel and sandy gravel;6M Q 6C-silty and 13 Double to late splice 12-16d box(3/2" x 0.135"); or (minimum 24"lap splice length 33 %" structural cellulosic fiberboard sheathing i „ s p p p 12-1Od box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 ga., 1 %long,%crown 3 6 clayey gravel;5W d 5P-sand and gravely sand;5M 4 50-silty each side of end joint) d ll _I 12-3"x 0.131"nails 3 ++ 7 ++ an c ayey sand. Unsuitable subsol material encountered O 1 /4 galvanized roofing nail, /6 head 3 6 /�s 6d ring-grooved underlayment nail 6 10 Burinq excavation shall be excavated and replaced In-situ --t t- 34 2XZ" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a., 1 1 " g Staple 16 a., 1 3 0 p g /4 lop p g s long,%crown 3 6 with Y4 crushed stone to a minimum depth of 8 inches or AOBE. 0 = 00 16d common(3 y"x 0.162") 16"o.c.face nail 1 „ d 1/2" galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls, foundation walls,exterior 0 35 / gypsum sheathing walls and other vertical concrete work exposed to the Bottom plate to,joist,rim joist,band joist or 1/2 long; 1 /4 screws Type W or S 7 7 blockingnot at braced wall panels) ( 1 ") g For SI: 1 inch=25.4 min. U) 14 ( p ) 16d box 3/ x 0.135 ,or 12"o.c.face nail weather shall be air entrained stone concrete with a minimum � � 3"x 0.131" nails 5 „ d 1 Y4"galvanized roofing nail; staple galvanized, compressive strength of f'c=3000 psi at 28 days. Porches, 0 i 36 / gypsum sheathing s ++ s ++ 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. carport slabs and steps exposed to the weather,and garage i 0 m 3-16d box 3%"x 0.135" ' or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S floor slabs shall be air entrained stone concrete with a 0 Z Bottom plate to joist,rim joist,band joist or ( )' b. Staples shall have a minimum crown width Of%6-inch on diameter except as noted. minimum compressive strength of f'c=3,500 psi at 28 days. 0. 15 2-16d common(2/2"x 0.162")• or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P 9 p y • 0 blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c. face nail c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. dJ f- 6d deformed(2"x 0.120")nail;or R403.1.4.1 FR05T PROTECTION. Exterior footings and foundations 0 m 6 12 Nails Or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e, o a minimum 37 Y4" and less i „ t. . t - 8d common(2/ x 0.131 )nail y 0 t- - 4-8d box(2/2"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. 0 v = 1 3-16d box 3%"x 0.135" or 382 „ - „ 8d common(2 z"x 0.131")nail;or 6 12 e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. R404.1.1 BACKFILL: Backfill shall not be placed against Toe nail 8d deformed(2 Y"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 da Brace to 0 O 4-8d common(2%"x 0.131");or days. p4-1 Od box on x Y2"x ) 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. Q LL 39 1 g" - 1/4" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O I Q [•- p 16 Top or bottom plate to stud 4-3"x 0.131" nails 8d deformed(2Y2"x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber 0 IL 6 the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus ] v < Z 3-16d box(3%"x 0.135"); or Y g n' W For SI: 1 inch=25.4 mm, 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x Io b. v _ Z 2-16d common(3 /2"x 0.162");or End nail � 4� � � v •� 3-1Od box(3"x 0.128");or Rb02 WOOD WALL FRAMING: Load bearing dimenslon lumber shall 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shalll be a minimum 1>_ sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. X 3-10d box(3"x 0.128");or 0.192 inch(20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a b c d 4 t�l WALL SHEATHING USED TO RESIST WIND PRESSURES,, ' 8702.3 GYPSUM BOARD: All Interior walls to be cowered with Xz" ,- 17 Top plates,laps at corners and intersections 2-16d common(3 /2"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise 0 - N 3-3"x 0.131"nailsnoted on plans. 0 O b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v J In ++ 0. " 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 8703.3 SIDING: UJ 3-8d box(2/2 x 113 );or P Pp p g NOMINAL utt Exterior wall covering shall be vinyl siding tested ),L IL d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical) STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and installed -� 0 2-8d common(2/2"x 0.131"); or Face nail Y Y Pp Y PANEL SPAN PANEL SPACING (mph) with fasteners to strict accordance with the manufacturer's O LU 0 IY l g 1"brace to each stud and plate 2-1Od box Y x 0.128" ' or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). THICKNESS Instructions for hl h-wind re Ions. Use stainless steel Halls for 0 ( )� Penetration RATING (inches) Edges Field Wind exposure category d9 9 LL F- 2 staples 1 X" £ For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches (inches) ) inches o.c. inches o.c. fastening vinyl siding on buildings located within 3,000 feet of = p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed,is less (inches) ( ) ( ) B C D the ocean line. m 6d Common 1.5 24/0 / 16 6 12 140 115 110 g 0 3-8d box(2,V2"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber J 2-8d common(2Y2"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters, trusses,roof beams and telling joists shall be 19 V x 6" sheathing to each bearing 2-1Od box Y x 0.128" ;or Face nail Douglas fir-larch No. 2 or better. ( ) g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 p g g g (2.5 x 0.131 1.75 24/16 %6 2 staples, 1"crown 16 a., 1 X" ion sheathing shall conform to ASTM C 208. ") 24 6 12 140 115 110 R8o6 800E VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of X50 of the area of the DATE: FEBRUARY 2021 3-8d box 2 Y2"x 0.113" or vented 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%" 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. R4052 A5PHALT SHINGLES: Asphalt strip shingle wra ers shall pp Y g q g• g g p g p p � n9 PP 3-1 Od box(3"x 0.128");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance withA5TM D-7158 Glass 6 NOTES 3 staples, 1"crown, 16 ga., 1 X" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-31bl Glass F, and shall be fastened in pP Y g g accordance with the manufacturers Instructions to achieve Face nail J p g j ,p inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1"x 8" i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe mails on g• p p g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section 8301.2. stainless steel nails when building within 3,000 feet of I ++ ++ 4-8d box(2/ x 0.113 );or the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. DRAWING NUMBER 3-8d common(2%"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RIOOb2 AIR SUPPLY. All combustion air for factory-built 3-1Od box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"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 -7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING L 1 Load bearing or braced/shear wall tQ Plate nail-16d(0.135"x 3/z")at above JOIST DETAILS (must stack over wall below) Load bearing or braced/shear wall above 12"on-center 9 Plate nail, 16d(0.135x3Yz") 1 o ALLOWABLE HOLES - TJI R Joists Plate nail, 16d(0.135"x 3 Yz") When sheathing thickness exceeds/", 2x stud wall at Floor panel nail- Blocking panel: 1/a"TJ" Rim Board, 1 (must stack over wall below when present) at 16"on-center at 16"on-center trim sheathingtongue at rim board - Ya"TimberStrand® LSL or TJI®joist. No load bearing Z g 16"on-center 8d(0.131"x 2Yz")at 6"on-center 1 ZQ Blocking panel: 1 Web Stiffener wall above Min.distance from Table A Min.distance from Table B 1Y"hole may be cut Q out- 1Y8"TJ®Rim Board,1/a" Plate nail-16d(0.135"x 3Y2") Blocking panel: anywhere In web out- required on both * Web stiffeners required on 2x4 minimum Web stiffeners DO NOT N TimberStrand® LSL or at 16"on-center 1Y"TJ®Rim Board, side of hatched zone sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® cut or notch flange. TJI®joist Floor panel nail- 8d(0.131"x 2Y2")at 6"on-center* boundary nails, 1 at B3W ONLY or TJI®joist trand LSL 8d 0.131"x 2/z a 1/a TimberStrand j Web Stiffeners required 4"on-center ) LSL rim board. Y16" Web stiffeners 6" O °° 0 O 6• Z Q Rim-to-joist required on both Q W each side atA3._W B1 B1W �j�j�j nail Toe nail-1 Od(0.131" " L 1 2 x D1 D1 Closely grouped round L2 2 x L2 2 6" 6" v sides of both joist 6 � Toe nail, Toe nail, ® iY"TJ®Rim Board(A3/A3W When sheathing 7 12" x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted If minimum No field cut Do not cut 0 10d(0.131"x 3') 10d(0.131 x 3") TJI rim joist only)or thickness exceeds/', Web stiffeners required DO NOT holes in (applies to all holes the group perimeter notes rn holes larger y) ® trim sheathing tongue min End of joists at hatched meets requirements for hatched 1 • 1•L at 6"on-center at 6"on-center 1Ya"TimberStrand LSL. 9 9 3 ,� on both sides at B1 W cut holes in cantilever except knockouts) q than 1/ In For rim board thicker than 1/a centerline zones round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement. q Q Web stiffener ) -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Toe nail-10d(0.131"x 3") 11.11 required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels maybe required Table A - End Support O U) q at 6"on-center rt ll g -Connect corner with four 10d 0.128"x 3" nails.Toe Blocking panels may be required with braced/shear lu sides at Al W OILY * joist bearing at ends. Attach ,k support all panel edges ( ) B2 B2W B3 B3W with braced/shear walls above or B4 e Minimum distance from ed a of hole to inside face of nearest end support Zrim joist per A3 detail. A3 A3.1A3.293.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O O O *For additional installation specifications see Rim Board A3.4 A3.4�r DEPTH rJI® - - *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 P O O 2" 3' a' 5" BY," 7 ail 11„ 13„ 2• 3'• a• -1 sy 7 e�/" 11 13.. ry ry O O O O y Nail through b with til row wood backer and O O Details and Installation in Weyerhaeuser Installation Guide ® 1 ® 110 r-o° r-s" r-o~ 3'-0" 5-0" r-o° r-6^ r-s° 3'-s° a'-s" ry ry Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1Y6"TJ Rim Board or 1/a"TimberStrand LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") , for Floor and Roof Framing,TJ-9001. 9 9Y„ 21 o r-o" r-s" 2'-6" T-0" s-s° r-o° r-o° z'-6" a'-o° s'-o" Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-s" z'-o" z'-s" 3'-s" s'-s^ 1'-0" 2•-0~ 3'-0" a'-s" 5'-0" � � O - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Y"TJI® 360 1'-6" T-0" 3'-0" 4'-0" s'-0" 1'-s" 2'-s" T.6" s'-0" 5'-6" with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6~ T-s" 5'-0^ T-0" 2'-0" T-0" a'-o" 5'-6" s'-o'• - 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- 1Y8schedule. 110 r-0" r-0" 1'-6" 7-0" 2'-6" T-0" 5•-6^ r-0" r-6" 2'-0" 2'•6" a'-s" 5-0" 6'-0" # - LS .Na Rim Board 1Y4"TimberStrand 210 r-0" r-s" 2'-0" 2'-0" T-0" T-6" s'-o" r-o" r-6" 2'-6" T-0" s-o" 5•-6" 6'-6^ reinforcement and filler 16' deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, - ty 4'-0"length of 8"diameter maximum hole for 11%8"- block.Use 4'-0"length maximum for blocking panels 9X2'deep Attach reinforcement to joist 11%" 230 1'-0" 1'-6" 7-0" 2'-6" T-0" T.6" 6'-6" 1'-0" 2'-0" 2'-6" T-6" 5'-6" 5'-6" T-0- 8" each at top and bottom flange. with one 8d(0.131"x 2Y") 360 r-6'• 2'-0" T-a' T-6" a'-6" s-o" T-0" 1'-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 3/4"reinforcement on 16"deep blocking panels;6"diameter with 9Y"and 11%"TJI® or shorter than 12"long. 5so 1'-s" z-s" 3'-0" a'-o" s'-s^ s-o" s'-o" 2'-s~ 3'-s" a'-s" 5'-s" 7'-0" 7'-6" T-o~ 8"diameter maximum hole for 11 one side at E2,both 1 joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to maximum for blocking panels 9/2" 1 110 r-o^ r-o" r-o° r-o" r-s" 7-0° 3'-0" s'-s" r-o° 1'-0" r-s" 2'-0" T-6" 4'-0" 6•-0" 8'-0° Web stiffeners %8'-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 r-0" r-o" r-0" r-6" 7-0" 2'-6" 3'-6" s'-0" r-0" r-0" 7-0" T-6" 4'-0" 4'-6" 6'-6" s'-6" deep or shorter than 12"long. ® nail at each corner 1•- Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y"TJ Rim Board 1Ya" panels between each loaded joists 14" 230 r-0" r-0" 1'-0" 1.4' z'-6" 2'-6" 4'-0" T-0" r-o" r-0" n0" S-0" a'-0" 5'-0" 7•-0" 9'•0" sides at E1 W ONLY panels 9Y2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r'-o" r•o" r-6" 2'-6" T-6" 4'-0" 5-6" 8'-0" r-0^ r-6" 2'-6" 4'-0" s'-0^ 12"Ion : 3 " 0 560 1'-0" T-0" 4'-6" 5'-0" 6'-6" 9'•0" 1'-6" T-0" 4'-0" 5'-0" T-0" 7'-6" 9'-0" 10'-0" g• each at to"x 3")bottom Ila ren length of connections equivalent to Wood a'\ 4� - 210 r-o^ r-o" r-o~ r-0" r•0" r-6" 2'-6" T.6" F-o" r-0" r-0" r-0" 2'-0" T-0" T-6" 6'-6" 8'-0" 1 r-0" Y1s"-, Do not cut flanges. 1Ys"TJ®Rim Board or 11/a" each at top and bottom flange. reinforcement on floor panel schedule. backer �a'�.ete ot`�`1� TimberStrand® LSL.Nail with one side at E5, 12"length of Y/° \des ca�0 aas 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" T-0" 4'.0" T-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 7'-0" 9'-0" 11'-0" O IOd 0.131"x 3" nails,one Attach reinforcement to g yet \0 360 r-0^ r-o^ r-o^ r-o^ 7-6" 2'-6^ 4'-6" 6'-6" 9'•0^ r-o~ r-o~ r-s^ 3'-0^ 5'-0^ 5'-s" s'-o" 10'-0^ 1r-s^ ( p ) g joist web with 3 rows Full depth vertical both sides at E6 reinforcement on one side `Ga�<��ger la���ot� 560 1'-0^ r-o" 1'-0^ r-o" r-6" T-0" s-0" T-6. 10'.0~ r-o" 2'-0~ T-0" 4'-6" 6'-s° T o~ 10'-0^ each at to and bottom flange. Full " between at E7,both sides at E8 F1 den • 1Dd(0.148"X 3 )nails at 6° g 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 1T" - Attach reinforcement on center,clinched.Use 2 each joist ta• 3so r-o^ r-o' r-o° r-o° r-o° a'.o" s'-s° 10'-0" 1'-0° r-s" 3'-0" 4'-6" s'-o° 10'-0~ 1r-o° 13'-s° 2x4 minimum to joist flange with 1 7 ' E7 E8 Less than 5" j g 2' R` rows with 9/'and 11/a Less than 5" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 6'-0" 11'-0" 12'-0" 14'-6" squash blocks p° 8d(0.131"x 2Y")nails at6" aH`� TJI®joists. * 20„ 3so r-o" r-o^ r-o" 1'4- r-0" 2'-a' 4'-0^ r-o" 10 s" r-o^ r-o" r-s^ 3'-0" a'-s° s'-o~ 1r-6^ 1a'-o~ 15'-s^ 2 eta R` O O j �/Ga WEB STIFFENER ATTACHMENT 5so r-o" 1- 1'-0^ no° r-0" z'-o" 4'-6^ 9.0 .6 -s" 1s'-o" 1Y"TJ®Rim Board or �� on-center.When reinforcing E5 E6 1- -� CS Use 2x4 minimum squash blocks to 1X4"TimberStrand® LSL. Face grain yak both sides,stagger nails. Ya"minimum transfer load around TJIV joist E1 E1 W Nail with IOd(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TJI®joist flange widths 1 2Y"maximum Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O O nails,one each at top and O (1Y"for TJI® Nailing: g bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJ 10 joist blocking with end Web stiffener both sides. DEPT" 2• 3" 4" 5- sY" 7- 8%" 11" 13" 2•' 3• a' 5" BY" T' 6%" 11' 13'• adhesive to all blocks installed at%joist-span See sizes below. *With point load from above,and no support 110 T-o" z'-6" 3'-6" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p pp Hanger height must ® contact surfaces below,Install web stiffener tight to top flange 9Y„ 210 2'-0" T-6" 3'-6" F-0'• 8'•0" 7-0" T-0" 4'-0" 6'-6" T-6" 9 9 Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang Flashingtwo 8d(0.113"x 2%") � Ti ht fit* 23o z'-s" 3'-0" a'-o" 5'-6" s'-s" be a minimum of so% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. 9 (gap at bottom flange) T-o" 3'-6" a'-6" T-6" 7'-6" nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" 1 „ Nailing Requirements 560 T-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" V-0" of joist depth nails when possible. flange with face mount hangers). Spa 2 screws, Depth Minimum Web p J Treated ge� ol����y` �a�, typical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 1'-0" r-0" r-6" 7-6" a'-o^ a'-s^ 8'•s~ r-o^ 1-6^ _ Clinch nails when possible. End Intermediate 210 V-0" 1'.0" 7-0" T-0" 4'-6" F-0" V-0" V-0" 7-0" 3'•0" 4'-6" 9'-0" 8'-0" 10'-0" �• See fastener 1 5 5 (,) 117/•' 230 V-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" F-6" 9'-0" 10'-6~ 1Xa"TJ®Rim Board or 1/a" 110 All / x 2/e" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" table to ce(minimum) a 210 All Y�"x 25/1s"(1' Bd 560 1'-6" T-0" 4'-6" 5'-6" 8'-0" F-6" 12'-0- T-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" -• • TimberStrand LSL. Top mount e distance(minimum)from Option#2: 230&360 All 8"x 25/6"(" (0.113"x 2%") 3 3 110 1'-0" 1-4' r-0" r-0" T-a' 2'-6" 4'-6" 8'•6" r•0" r-0" r-o" 2'-6" F-0" 6'-0' 9'-0" 12'-0" hanger / edge of ledger to fastener. _ 1 2x strapping installed at/ 16d 210 r-o° r-o" r-o° r-o" r-s" 3'-0° 5'-s° 9'-6~ r-o° r-o" z'-o° 3'-s° s'-o° 7'-0" 10'-0" 13'-0° Backer block joist-span locations using two 2 560 All 2x4'2' 14" 230 r-o" r-0" r-0" 7-0" T-6" a'-0" 6'-0" 10'-6" r-0" r-0" 2'-6" 4'-0" s'-6" T-6~ 1 r-o" 13'-6" Face mount Allowable Load(Ibs) 1 (0.135"x 3Y°) 360 1'-0" 1'-0" 2'-0" T'6" 5'-6" 6'-0" 8'-6" 12'-6" V-0" 2'•0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger both sides of web / screws per joist,typical 9 ® Fastener 1Ya"TimberStrand® 1Y"TJe Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" F-6" 6'-6" 9'-6" 13'-6" V-0" T-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15-0" with single TJI joist LSL rim board Option#3: 560D 20 2x4(2' 16d 5 5 210 r-o" r-0• r-0" r•0" r-0" r-0" T-6" 6'•0" 10'-0" r-0" r-0" 1'-0" r-s" 4'-6" 5-6" 10'-0" 12'-6" 16'•ro" Web stiffeners required if sides of Y2"lag bolt 610 480 Direct/ applied ceiling 22"(" (0.135"x 3X2") 6 11 16,. 230 r-o^ r•0^ i,-o-- r-o" r-6" r-o" a'-o° s'-s^ 1r-o^ 110 .1 r-0" r-0" 2'-6" s-o° 6'-0" 10'-6^ With top mount hangers,backer block required only Y PP 9 24"(" 6 13 3so r-o" r-o" r-o~ r-o~ 3'-0" a'-o" 6'-6" 10'-0' 13'-6" r-o" r-0" 7-0" 4'-0" T-6" F-s° 13'-0" 14'-6" H 1 hanger do not laterally support at H2 H3 for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. P61 least%"of TJI®joist top flange LA O When specified on the layout, one of O 1 PS1 or PS2 sheathin 560 r-o^ r-o" r-o~ r-o° 7-6^ 3'-s" no^ 1 r•o" 15'-0" r-o° r-o~ 3'-s° s'-s" s'-o^ 10'-0^ 1a'-6" 1s'-o^ 1s'-D° f I� conditions.For nailing requirements see page 5,TJ• O the bracing options above is required ( ) g,face grain vertical �J • g p q (2)Construction grade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6'• 7•' 8•' 10" 12" 15" 9001, naming, TJWeyerhaeu-9001. Installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1'-0" 1'-0" 1'-0" 1'•6" T.0" s'-o" s'-o" 1s'-o" V-0" 1'-s" 4'-0" 19'-s" Roof Framing, TJ-9001. ) q 18 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'.0" 16'-6" V-0" T-6" 0" 20'-0" FASTENING of FLOOR PANELS T0„ 360 1'-0" r-0" r-0" r-0" r-0" 3'•0" s'-0" 11'-0°BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560r•o" r-0" r-o^ r•o" r-o" TJI®(1)(2) Rim Board 11/2• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. 'I ' e ® „ TimberStrand®LSL Microllam® Parallam® 9Y"or 9Y"or 14"or 9Y"or 14"or 18"or r 14"or 18"or • Leave Y"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. -1 V z I zz IT z BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and Ys"TJ Ri 1Ya BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 5so Board TimberStrand®LSL or wider LVL PSL Depth 7 14" r 16" r 16" 20" 11 ,, 16" 20" Z Z Z IT Z 11/s" 11/8" 11/s" • Tables are based on uniform load tables in current design literature. 8d(0.113"x 2Y2'),8d(0.131"x 2Y2') 4" Y 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/" 2x8+3/" 2x6+Y" 2x8+,V2" 2x12+Y" Two Two Two -1 tT O -J W 1%"TJ®Rim Board Or StrapDer Code if t0 late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located IA - _ P P � (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 - �Z W 10d(0.148"x 3"),12d(0.148"x 3Ya") 3 6" 4" 4' 4" 4" at the center of the joist span provided that no other holes occur In the joist. d 1%"TimberStrand® LSL or is not continuous over 3 „ 3 „ (� t' Q Z 16d 0.162"x 3Y2") 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+/ 2x10+ 8 2x6+Y 2x10+Yz Not ID t blocking for lateral Support header ( a a Filler 4'-0" 6'-0" sheathin sheathin sheathin sheathingNotapplicable Z' Z Q (1)Stagger nails when using 4"on-center spacing and maintain 1 Y/"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 applicable ALLOWABLE HOLES - Headers and Beams < (L Q w 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(1) 1.55E TimberStrand® LSL Headers and Beams p-- > F W ® Q Strapper Code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s „ 3 „ s „ 7 „ '_� P P Detail Fi O 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least Y:"and staggered. ( /e or/ /a or/ / or 1 Net 2x6 2x8 2x12 (v J V iX plate is not continuous ( ) %" p p 99 or H2) 2 x diameter of the Q (3)With 10d(0.148"x 1/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. O } d over column TO mount 3 (1 lfnecessary,increasefiller and backer block height for face mount hanersand maintain/e"gapattopofjoist;seedetailW.Filterandbacker largest hole minimum P •� (4)Can be reduced to 4"on-center it nail penetration into the narrow edge is no more than 1 /s"(t0 avoid splitting). block dimensions should accomodate required nailing without splitting(12�minimum for backerb/ocks and 24"minimum forfl/lerblocks). g ( ) f(� Q Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). Y depth v, Q (� Protect untreated Allowed hole zone Q Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Z hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L 1 O O concrete and Roof Framing, TJ-9001. O O O See current Weyerhaeuser L4 L2 L3 literature for framing connectors ■Nailing rows must be offset at least Y"and staggered. ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. 0 0 0 0 0 1.55 E TimberStrand®LSL ■Maximum nail spacing for TJI0 joists is 18"on-center. Joists must be laterally supported at Header or Beam Maxinnum Round - cantilever and end bearings by blocking Depth Hole size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Y"-9Y„ 3" 8„ 8" 11Y"-11%a" 3%" TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements El 14"-16" 4%" Piece #of Fastener require bridging or mid-span E1 General Notes See Illustration for allowed hots zone Width Plies When fasteners are required on both blocking • Allowed hole zone suitable for headers and beams with Type Min.Length #Rows O.C.Spacing Location q uniform and/or concentrated loads anywhere along the member. sides,stagger fasteners on the second • .•,.`""' "'gyp ? ,. 10d nails 3" 3'2' side so the fall halfway between Round holes only r j••Q , iI i G tg s•1,, BEARINGA 2 12" Y Y • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Y4" 2 One side fasteners on the first side. c 1 1 Screws 3%8"or 3Y2" 2 24" H2 3" 3(z, DO NOT bevel cut foist Other Trus Joist® Headers and Beams t l� 10d nails 12" Both sides AlO Rim board joint ;4,}t . t; beyond inside face of wall. Microllam® LVL B �'t 5• t, 3 12d-16d nails 3 Y" 2(2) E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the 1 3 33/"or 3X2" y t,•"r, .< * t`•'• 1/4" Screws 2 24" Load must be applied evenly across 3 /,depth -,F a',,,,"r rr,1� • •": 5" One side entire beam width.Otherwise,use face ofsupportmember, largest Hole(minimum) Q:,•f,• (.. : .�.. Verifycolumn capacity "' a) connections for side-loaded beams. of NOT cut,notch or drill 10d nails 3" 3 12„ One side holes in headers or beams DE IVERED OCT 2 6 2021 and beam bearing (s) 1 (2) (per ply) except as indicated in r L5 length.See current 4 12d-16d nails 3/4" 2 d o .� F-7- Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ' o ° 6 Y/4" One side form a header or beam of the required size,u to a TJI®rim joist Microllam® LVL and Other Teas Joist®Beams p 11/6"TJ®Rim Board or 1Y" Parallame PSL Header or Beam Maximum Round O i' L3 TimberStrand® LSL. allowed hole zone Depth Hole Size Q 5"or 6" Both sides maximum width o � 1 2 Screws 6/a" 2 24 One side O middle Y span 43/8° 1" O 3/z" Y2'bolts 8 2 24" - 3 . 5Y„ "1/a" rM d 1.3E TimberStrand® LSL allowed hole zone d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP 61 L1 7Ya"-20" 2" �COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. (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. H1ifL See illustration for Allowed Hole Zone O O n General Notes iin B2 Allowed hole zone suitable for headers and beams with uniform loads only. Q Z • Round holes only O BEAM ON NAILING AT BEARING FLOOR No holes in cantilevers. O 0 V m COLUMN CAP (FLOOR) L5 B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. I Y ® (Load bearing wall above)IV'TJ Rim Board or Joist may be shifted up to 3"if Use B1 or B2 at � V V` ` - 1%"TimberStrand® LSL. One 10d(0.128"x 3") P V } floor panel edge is supported B4 intermediate bearings WARNING - One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. nail each side.Drive Do not cut joist flanges. with load bearing' o" Joists are unstable until braced laterally O *t braced/shear wall 4 Q O Plumbing Drop End of Blocking BraciSganc9udes:strutLines nails at an angle at � O� Q least 1Y"from end. j from above • Hangers • Rim Board • Rim Joist Q 1L P1 - �--� 3Y2"minimum at centerline • U Ll COLUMN BASE 3 intermediate bearing Also see detaHB2 of support LZ W (L 1/4'minimum end bearing g single-family applications 5%"may be required Z H1 ® Q d 0- U for maximum � O Shear transfer:Connections equivalent capacity 3: rL to floor panel nailing schedule • t- X F- », Rim to TJI Joist O ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1Xa"TJ®Rim Board, TJI®560 rim joist:Toe •• o until braced. that are lying flat. materials on unsheathed 0 Q N 1 Additional joist is required if 1/4"TimberStrand® LSL or nail with 1 Od(0.128"x 3") O o INJURY MAY RESULT. joists. Stack only over (� - floor panel edge is unsupported L4 TJI®110 rim joist: nails,one each side of e' j or if span rating is exceeded. , ,. -. P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 .. o Exterior Deck WARNING NOTES: beams or walls. V W O LA Attachment DO NOT use sawn Lack of proper bracing during construction can result in serious -Yt O into each flange floorjoist '?• .. ; /umber for rim 0 g .•,; Structural accidents,Observe the following guidelines: IL 2 TJI®210,230,and 360 rim o board or blocking- ®. INSTALLATION TIPS :.• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. 1L 1-- Q 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 1 •Subfloor adhesive will improve floor performance,but OIn O COLUMN BASE � One 16d(0.135"x 3/2')nail after%nsta//at%On. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1%"minimum bearingmay not be required. p F- into each flange Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each m Locate rim board joint between joists. O Safety bracing(1x4 eng%neered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 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 0joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1X2"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. 1Y"TJ®Rim Board or 1X4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. ' TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 •��"'''':'~,'•'.r V •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 1 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 .coin/inform. Optional plumbing or HVAC. P3 non-shrink See framing lar if applicable)or flush with inside face rout Drive nails at an g p ( PP ) of wall or beam I-JOIST DETAILS g One 1 Od(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,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. 1Yz"minimum from end end and intermediate bearing lengths. 4 February 20114 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistlnsta//ation Guide, TJ-9006, which should be referenced for additional information. -