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- . S11FFOi,�` �. Town of Southold otio �oG 10/20/2022 P.O.Box 1179 2*0 �T, 53095 Main Rd 4% o� iSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43514 Date: 10/20/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2900 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-59 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. 45914 dated 3/11/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front entry and attached garage as applied for. The certificate is issued to Zenith Property Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0036 7/9/2022 ELECTRICAL CERTIFICATE NO. 45914 7/19/2022 PLUMBERS CERTIFICATION DATED 3/22/2021 hurk,.Sanders Aut r zed 1 nature i �SUFFocp TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • g 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#: 45914 Date: 3/11/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#5) At premises located at: 2900 Stanley Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-59 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/10/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 otal: $2,098.40 Building nspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �o��� � �o sean.devlinCa-town.southold.ny.us COUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 2900 Stanley Rd city,Mattituck st: NY zip: 11952 Building Permit* 45914 section: 106 Block: 8 Lot: 59 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 59 Ceiling Fixtures 22 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 54 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 57 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Mini Fridge, W/D, 200A Panel 40 Circuit/ 27 Used Notes: New Two Story Inspector Signature: Date: July 19, 2022 S.Devlin-Cert Electrical Compliance Form . sok s Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �!. Southold,NY 11971-0959 ;. ._ ..,. .. BUILDING DEPARTMENT TOWN OF SOUTHOLD C:E R TJ F h C.A.T:)i.O..N Date: �r; 1fuilding Permit No. Owner: (Pleas7e print) _..:..,.......;.Plumber:....��Y�e:S .X.U�.�i/e - . . . . . .. _:. ..... .... .._.. ..._._....... .- _. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this day of �� ,_ 20—A2– ,0 . 'r ;.�' 'o , . . , .' Ft`s 30� Norte oRk� � ;ate ypoe Notary Public,_ :�tl L ;Cflunty -. � 8 b ,,`,,' ,� RES { ✓ R I q SOUjy� # f TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ OUNDATION 1 ST 10t) [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 �6 ny �IWW7 f Ct& v - r DATE INSPECTOR II oP SO(/l�o # TOWN-OF SOUTHOLD BUILDING .DEPT. ��couHr+O�' 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPP1FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t 0 Mr, BNOMq, � r 0 rW-5 o Nk6 iLnnW "F4F ice. m he, k1of, Rmw Vo TAZ vv_ n vc/h A/ DATE ZO INSPECTOR �� L qv souls # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ooen ' 765-1802 INSPECTION - I ] FOUNDATION 1ST [�(R 0 U G H PLBG. A`A 2404 [ ] 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 RE ARKS: 41 �rllht/OkQ Im InDIV DATE (Al INSPECTOR OF SOUlyolo [ Q�y TOWN OF SOUTHOLD BUILDING DEP �yco 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 WLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: cl DATE //!3 INSPECTOR i �qlF SOUIyOlo # TOWN OF.SOUTHOLD BUILDING DEPT. • -ate courm,��'' 765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIO /CAUI KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ :] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ° ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:., a I c1�✓ ain V lW A y08"L w tit MmjVAjA._ DATE. INSPECTOR SOF SOUK, # TOWN OF SOUTHOLD BUILDING D PT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ .] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) K ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: `� S DATE INSPECTOR �` } OF So�T�o # # TOWN .OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE 7/Z INSPECTOR w ,� rqjf so TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 41 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I (Mir�� 1� ti h Ker sy DATE Td l Y?S INSPECTOR �o��OF SObTyo� - - # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm N 631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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: DATE (0 t INSPECTOR ®' mar® Engineering and Surveying, P.C. 20 MARIPOSA LANE TEL:(631)878-7808" MANORNME,,N.Y_ 11949 JDwnaro@optonline.net September.8, 2022 Att:John Jasild, Senior Building Inspector 'Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 RE: 2900 Stanley Road,Mattituck,NY S.0 T M.No.1000-106.00-08.00-059.000; Our JobNo.418-05 .Basement gess Dear Inspector Jasrld: As designer of the.subject building,I prepared the construction plans on file for the building permit. The plans have notes calling for an-Egress Window Well'at three typical locations and-Egress Windows"at each of those locations(Foundation Plan Sheet A-3). It is my understanding that the builder chose not to finish the basement with sleeping rooms and;therefore,did not install egress window wells in accordance with Code §R310.2.3.1 Ladder and.steps? The emergency escape from the basement level required by Code§R310.1 is provided at the emergency escape door leading to a concrete stairway open to the rear yard per Code §R310.3. I have revised Foundation Plan Sheet A-3 to reflect the as-built condition,i.e.,removed the-`egress" designation at four annotations. Attached please find the revised Foundation Plan with clouds around the revised notes. As always,I can be reached at my office by phone or Entail if you have any further questions or comments. Respectfully submitted; s � i r r' N ?ofessional T.D'Amaro II e Engineer,Land Surveyor&HERS Rater r 1E lae "Code"refers to the 2020 Residential Code offewYork.State. f TO Off s It r ' y y ;r, �,;-� � 5�1� .�o� s;�tiv� � . �� � � � � �, �„ !ea y�:., �, i ,� qq x�y r�F, _ � •�y. fi'n". �c �. �: a � h ,. i. �' a '� a' y s _. � � - � � �. � &� ti N � � Y ., >y z 3 .,'Y ':i $`",- ��-. fs�""� r+ LIPAHOMES Long Island Power Authorlt r 2012 Combustion Safety Testing Form LIPA ENERGY STAR® Homes Certified Home Address: 2900 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: July 11, 2022 Outdoors Temp During Test: 80 OF CAZ DepressurizationN( OTE:Net Change=Test Pressure-Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.0 pa. Appliances/Fireplace Simulated for Test? Yes, No Net Change: -6.0 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump Other Efriciency' Fuel Tvpe 1 Venting Tvpe 3 Draft Spillage Sn llaQe 00 CO Circle Type) Pascal orst Case (Natural) Worst Case (Natural) Ratine: N_P O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass-' Fail_ 14 PPM 14 PPM Yes ✓ Tie: Standard Tank '' Indirect_Tankless Size: 50 Style Common Vent ❑ Water Heater Primary: No Instantaneous Commercial (See Note 5below) (Gallons) ' Stand Alone a Venting Tvpe' Dra SniUage Sip Mage(Natural) CO CO E tcienc Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 PPM Oven Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes ✓ No— Oven o_Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler; HSPF for heat pump;COP if heat pump is geothermal Z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: te: July 11, 2022 AUG 1 2022FIT BUILDING DEF lh brm 90106 02 CST Form 2012 Effective 1/1/2G PVN OF SOU? Corresponds to BHI -2012 ome Energy Rating certificate Property c c ERS New Home 1000-106-8-5%® Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, Corp0 oRating Date: 2022-07-11 Rating Number: 2021_009 2900 Stanley Road ;M oRegistry ID: 429195402 =-D ti Mattituck, NY 11952 b� ^' [amu t Estimated Annual Energy Cost HERS Index: 49 Efficient Home Comparison: 51% Better Use MMBtu Cost Percent Heating 41.4 $1321 38% General Information Cooling 2.9 $173 5% Conditioned Area 3908 sq. ft. House Type Single-family detached Hot Water 13.9 $322 9% Conditioned Volume 42583 cubic ft. Foundation Conditioned basement Lights/Appliances 26.0 $1536 406 Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems Features Total 84.3 $3505 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Crlterld Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 119 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes AC alculation: Building Shell Features 1421 CFM50 x(1. AC/42 83 cf)x(60 min/1.0 hr) =2.002 ACH50 Ceiling Flat NA Slab R-0:0 Edge, R-0.0 Under ®� Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1421 Clg: 1421 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator (kWh/yr) 570 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, C orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. m , r -CERTIFICATE OF INSULATION 4730 Tf lf6R:^Y/f ifV[R; For the following home: Lot 5-The Fields at Mattituck; 1000-106-08-59 STREET ADDRESS 2900 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Coll Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Bum Plus ThB Intumescent attic Gable End-Walls-2 inches Rafter R-39:End-Wall R-13 Knauf Ecobatt P,15 HD Walls Kraft-faced 3.5 inches Knauf R-11'Basement Wall Insulation Basement ((Jraped-batt) 3.5 inches Band Joist:R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-12 inches Garage Ceiling;Knauf Ecobatt R-38 in 2nd floor platform The undersigned certifies that Knauf insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-5914,3 INSTALLING COMPANY (� STATE LICENSE 675 Elton Street STREET ADDRESS I ii -IJ// fi f Riverhead `-� New York 11901 BUILDING DEFT. CITY�j ' _ t'° '? STATE ZIP /�P.UY.�li �LlJLC�/ri 6-24-2022 SIGNATURE DATE Contractor's Submittal ®F `�` ` a•*�®O•e f-�• ;CPdA13F ii4lStJLAilt,?,1. INC. Material approved for use in project. • t•d' ~''•,.0�' �� .� One Knauf Drive 2900 Stanley Road,Matfituck ��r� �' Shelbyville,1N 46176 Approved by D'Amaro Engineering and Surveying,P.C. ;sem - _ Technical Support .- CsQ (317)398-4434-ext.8727 CHECKED JU� �, 1` It7ia t�;:crkn.ziti�r t_S;,t�rs..rw;',_ 2 8 2022 ��'�� t EOiGI E�� `,\ 01-20 0 2020 Knauf Insulation, Inc. M ` DATA SHEET Basement Wall Insulation kNAff[!kkq!AflENTechnolo with ECOSEO WE LIVE IN.'" Technology DESCRIPTION . --- - ---- - - .- ----- -- - - - --- -• - --- -- ---- - CONTRACTOR? Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to The Fields at Mattituck- Lot 5 a perforated facing that can be left exposed. It is also available SOB' unfaced for non-exposed areas such as crawl spaces. It gives you � DATE: June 28, 2022 the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MORE FORTHEWORLD The perforations in the facing allow moisture to pass through the Knauf Insulation products With EC/ `''Technology material, reducing the possibility of condensation and ensuring made using ourpiateinted, o e 1. dbinder-:a smarter proper thermal performance. alternative 1 . / 1 1 1- binder traditionally -/ fiberglassproducts. bio-based APPLICATION 1 .- hold / product together, - proouct its • New construction or for retrofit in existing homes uniqueappearance and makes it forma ®- .- SPECIFICATION COMPLIANCE All of our products from, s • ASTM C665 suchas recycled glass andsand.And 1 1 e to • Type 11, Class A, Category II be 1 11 1work rat erthan into • IECC Code for a continuous R-value with a Class A Fire 1 Our:products are made1 50% rating with no further modification recycledotalifig1 1 11 1 INDOOR AIR QUALITY • EUCEB Certified withEO Contractor's Submittal isr— Material approved for use in project. 2900 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. 4 ,1FORMS AVAILABLE RV R`Value Dimensions Facing. 3.5"x 48"x 60' R-11 PSK Perforated (White) 3.5"x 88"x 60' TIECHNICAL DATA iProp{yx(Umt) t Test Performance " Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB N,G-'-BURN Intumescent Coating Spray Polyurethane Foam In PRODUCT DESCRIPTION _ No-Burn Plus ThB is an International Building,International I_ 1 l l Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to j. high temperatures and flame,Plus ThB intumesces creating p, _ a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire performance prescribed. i ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons(19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (170 L)'586.5 lbs. reduces its rate of combustion. Shelf Life: 12,months in unopened sealed containers, properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling_&Storage need with-a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t-minutes:ER-305,TER 1905-03 i White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: . Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 2900 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying, P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn,Inc. are subjected to our Policy & Procedures available at https://www.noburn.com/policies-12rocedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made In the USA ® SUBMITTAL SHEET DATA SHEET ECoBatt® Insulation with ECOSP Technology FOR THE WORLD WE LIVE IN' DESCRIPTION - ---- - -_._ - - - - -- -- - --_ --------__.- -_ _. .- .., CONTRACTOR: Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical The Fields at Mattituck- Lot 5 barrier for energy-efficient construction. Ecobatt insulation j JOB: DATE: products can be used in new and retrofit wood and metal frame June 28, 2022 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 MOREe • THE WORLD Free batt insulation is flangeless kraft-faced batts that friction fit gy are between 16" on center wood studs, eliminating the need to staple. Insulation products m m ,m- m o, •e m e m. -m binder tothe m o m m• ®- binder APPLICATIONS traditionally •m in fiberglassproducts,. - m m m. •. • Cavity walls, exterior and partition walls, floors, ceilings, blinderbblds our product m•- - product attics, basements and crawlspaces uniquem e•, and makes Wformaldehyde-free. SPECIFICATION COMPLIANCE All of ourproducts:prefrom m • ASTM C665 (facing); m and sand.And were m m . m • Type I, Class A, (Unfaced) be putting glass bottles m Wqo • Type 11, Class C, Category 1 (Kraft) m • mmm m /' • Type 111, Class A, Category 1 (FSK-25 foil) rqcycl.ed glass—totaling anaverage of, . bottles • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-MwithEC"SEe*0 • State of Minnesota INDOOR AIR QUALITY • UL Environment w �" • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 2900 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. i• '^'y.i ci'p, �"y "- -"53't ter-£;•--[ '�1.,Ee.' t z' air- X Prop'ert (Unit) R;: ., rice Test Performa 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. REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate , Project Title: New Home 1000-106-8-59..,y Projected Rating: Based on Plans - Field'Con'firm'ation Required. Report Date 2021-02-09 Data Filename 2021_009 2900 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 HERSlndex 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 2900 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering"h' Mattituck, NY 11952 2900 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value, Pass Maximum Energy Cost($/yr) 5358 Maximum UA 448 Your Home Energy Cost($/yr) 4854 Your Home UA 430 Better Than Code (Pert) 10.4% Better Than Code (UA) 3.9% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: •R-20 Batt+Rigid 2556 15.0 5.0 143 AG'Wall2: R15,FG1,4-16 307. 15.0 0.0 :.24 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings: ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software-y16.0.4: New York Compliance Certificate Gross Area Cavity- Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor,. UA AG Wall 3: R-18 SPF+Rigid 336 " 13.0 ., 5.0• 19 AG Wall 4: R15,FG1,4-16 95 15.0 0.0 8 Joist 1: Cond - ambient 142 13.0 5.0 0 Joist 2: Cond - garage 17 13.0 0.0 0 Joist 3: Cond - ambient 82 13.0 5.0 0 Joist 4: Cond -attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 - 0.300 88 Window 2: U:0.28, SHGC 0.31 DR 80 0.280 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17.11) 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 . 0.0 , 1 Basement Walls Wall 1: R-11 Paramount - 1107 0.0 11.0 61 Wall 2: R-11 Paramount . 225 0.0 11.0 : 13 Window 3: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air.distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling:Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific,to the local jurisdiction in which the home is built. , Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REM/Rate-Residential Energy Analysis and Rating Software•v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020-NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with ��� , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title Signatu� Date REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected.Rating 2900 Stanley Road 631-878-7808 2021-02-09-' - Mattituck, NY 11952 Jerry DAmaro Rating No:2021_009' RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. 2021_009 2900 Stanley Rd.P.CC.big Date: 2/9/2021 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area(sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process-will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: I If III Face./ Inset . Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation,Grade: . 1 II III Face / Inset Comments/Location REW116te- Residential Energy Analysis and'Rating•Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985=2020 NORESCO, boulder, Colorado. Energy Code - inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2900 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_009 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. 2021_009 2900 Stanley Rd.P.CC.blg Date: 2/9/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient. R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (95 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: Northeast Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: Northeast Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: Northwest Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: Southwest Comments/Location REM/Rate- Residential Energy Analysis.and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code. Inspecti®n checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2900 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_009 ' RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. 2021_009 2900 Stanley Rd.P.CC.blg Date:2/9/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f.;Southwest); U-Value: 0.280,'SHGC: 0:310 For windows without labeled U-factors; describe features: Name: D-5 Orientation: Southwest Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31'DR(40 s:f., Southwest), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features:! Name: D-6 Orientation: Southwest Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f.,'Southwest), U-Value: 0.300, SHGC:'0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: Southwest Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 sJ., Northeast)-,' U-Valuer 0.300, SHGC:'0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: Northeast Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30'(30 s.f., Northeast), U-Value: 0.300, SHGCA.300 For windows without labeled U-factors, describe-features: Name: W-9 Orientation: Northeast Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f.,"Northeast), U-Value: 0.300, SHGC:'0.300 For windows without labeled U-factors, describe featur"es: Name: W-10 Orientation: Northeast Comments/Location REM/Rete'-Residential Energy Analysis and Ratirig'Software v16.0.4 This information does not constitute any warranty of energy costs or savings: ©1985-2020 NORESCO, Boulder; Colorado. Page 3 of 8 Energy Code. Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2900 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_009 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. 2021_009 2900 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights ( ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., Northeast), .U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: Northeast Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30(6 s.f., Northwest), U-Value: 0.300, SHGC: 0:300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: Northwest Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30(16 s.f:, Southwest), U-Value: 0.300, SHGC; 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: Southwest Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features. Name: W-14 Orientation: Southwest Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., Southwest), •U-Value: 0.300,.SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: Southwest Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., Northwest), U-Value: 0.300,.SHGC: 0.300 For windows without labeled U-factors, describe features:. Name: W-16 Orientation: Northwest Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information_ does not constitute any warranty of energy costs or savings. 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code' Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering` Projected Rating 2900 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 JerryDAmaro Rating No:2021_009 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. 2021_009 2900 Stanley Rd.P.CC.blg - Date:2/9/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-17 Orientation: Southwest Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: Southwest Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location . [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s:f.), R-Value 4:5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location REM/Rate'=Residential Energy'Analysis and Rating Software'v16:04 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection .Checklist Property Organization - HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2900 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_009 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. 2021_009 2900 Stanley Rd.P.CC.blg Date: 2/9/2021 Frame Floors [ ] 1- Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation.- Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: I If III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0.exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: I If III Face / Inset Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential.Energy Analysis and Rating Software,y16.0.4 This information does not constitute any warranty of energy costs_or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 a Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating_ 2900 Stanley Road 631-878-7808 2021-02-69 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_009 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. - 2021_009 2900 Stanley Rd.P.CC.blg Date: 2/9/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside (82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation.- Name: nsulation.Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic=- R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade:; I II III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF,.50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number _ Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm; 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) ' Air Leakage Control [ ) Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate-Residential Energy Analysis and'Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boutder Colorado. Page 7 of 8 Energy Code Inspection Checklist 4 Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2900 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry.D'Amaro Rating No:2021_009 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-59 Oasis at Mattituck, Corp. 2021_009 2900 Stanley Rd.P.CC.blg Date: 2/9/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. . Notes REM/Rate,- Residential.Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 t • � • • COMMENTS Fl W 10 1 TMIM 11wil FOUNDATION (IST) I m ------------ -------------- 'FOUNDATION ► Y,( ' , .Aa .L . /moi[��� • ROUGH F PLUMBING MSM U .INSULATION PER N.Y; 8TATE ENERGY COPE ..► n � e ADDITIONAL COMMENTS Win W011"M 4 • TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375'Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://wNvw.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector: FEB 1 9 2021 �Ap and forms rn�4-6e,flffea out in th4�,6ntiiet Co te licationsah , y,In, niple alp`pllcati wiEl not be accepted::W}ere the,Applieant.is nottheowner,an",- 7 _` Date:February 18, 2021 A A6WNER(S)OFPRO .......... Name:Zenith Property Group LLC SC-rM#1000-106.00-08.00-059 Project Address:2900 Stanley Rd., Mattituck NY 11952 Phone#:917-626-2996 Email:monumental prop Mailing Address:3080 Route 112 Suite B Medford NY 11763 ,PE N "CONTAa� RSO Name:Christopher F. Dwyer Mailing Address:437 South Country Road, Brookhaven, 11719 Phone 631_7286-8668 Email:c(iwyer@lkma.com 'DESIGN PROFESSIONAL INfORKATION:, Name:Robert A. Steele, P.E. Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele(cb-lkma.com `CO4iRAjn0R INFORMATION. Name:Oasis at Mattituck Corp. Mailing Address: 3080 Route 112 Suite Q Medford NY 11763 Phone#:631-767-4807 Email:peter(,cDmodernaqehomebuildinq.corn DESCRIPTION OFPROPOSED C,ONSTRUCTIO WNewStructure OAddition DAlteration EIRepair ElDemolition Estimated Cost of Project: Elother $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? iOYes E]No ` PROPERTY INFORMATION s ; Existing use of property:Vacant Intended use of property:Sin le Farni1v Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? 19 Yes ❑No IF YES, PROVIDE A COPY. ,®chet:k Box After I t�idiYtg: The+iwnerjcantractnrJdesign professionnal is respnnsibie for all drainage ands#orm waterissues provided by Chapt4236 of the Town Code'.APPUCAT1OW jS,HERESY MADE.#othe Eiuiiding llepartrnent for the issuance of a 8iriiding,permit pursuant tothe Building-;one;•^ Didivance of the ToWn of Soailiold,,Suffoik,;County,New York and other appiicabie laws,Ordinances or Regulations,for the construction af;buiktings;`:''„':"; addi@ions;'alterations or.#or rei'noval or demolition as'herein described The applicant agrees tocomply with all applicable 6Wa ,ordinances;building code, housing code and regulations and to,adrrrit autfiorized inspectors on•prerriises and inbuiktingisj'for necessary inspections:False statements made:he`reiirare punishable`as;Obass" ”Isilenreaixir:pursuant to Section210A5 of khe ldcwv York StS#e.Per►al Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 0` February21 L�day of 20J4(� Notary Pc CHRISVE WIEGAND NOTARY PUBLIC,State of New York PROPERTY OWNER AUTHORIZATION)-01W16210359,SuffolkCounlr (Where the applicant is not the owner) mission Expires August 17"42( I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to he own o Sout uilding Department for approval as described herein. a /Nner's Si ature ate John Popovitch, Zenith Property Group LLC Print Owner's Name 2 I ` BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 'off. I �---` N z . ? g 2021Town Hall Annex - 54375 Main Road - PO Box 1179 o. • �, Southold, New York 11971-0959 gyTelephone (631) 765-1802 - FAX (631) 765-9502 1roge"rr(a� 'outholdtownny.gov - seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ('10Q Qbo/ Company Name: Puccio Electric Contracting, Inc. Name: m p License No.: 4806-ME email: bfhPLD G Phone No: .8`]4. ❑I request an email cop of Certificate of Comp lance Address.: .o?/ w&f) mw S al llqjLl JOB SITE INFORMATION (All Information Required) Name: f S' A 4-14 Address: cQ9Db h d. MMMC4 Of# Cross Street: p 5 Phone No.: (p Bldg.Permit#: 45 91 L4 email: Tax Map District: 1000 Section: / Q Block: C g Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service and pool New Dwelling with 200amp U.G. service and pool New Dwelling with 200amp U.G. service and pool Check All That Apply: Is job ready for inspection?: EYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: EYES [-]NO Issued On Temp Information: (All information required) Service Size Z1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# Z New Service ❑ Service Reconnect ❑✓ Underground [:]Overhead # Underground Laterals El ❑2 ❑H Frame❑Pole Work done on Service? E✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx ; �� SuffOLX�pG= BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD j Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # I D 20 Date 2021 I Customer Name .�,vG Electrician Name GG.1 OL G't . AT 3 Address Z 0 0 GK Phone 3 e-mail n L O •e-mail O T+ C am Phone License # i Q „I Size 2-00-A Phase Overhead Underground _ #of Meters j Remarks: I I #of Underground Laterals 1 2 New i "H" Frame or Pole H P Fire Reccibnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD JUS ? 2VTown Hall Annex = '54375'Wain Road -_PO Box 1179 • �. Southold, New York 11971-0959 T� CyTelephone (631) 765-1802 - FAX (631) 765-9502 ,;.rogesoutholdtownny.gov seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: (0 as 50 D1 Company Name: Puccio Electric Contracting, Inc. Name: m D License No.: 4806-ME email: G Phone No: •8'"/q• ❑I request an email copy of Certificate of Comp lance Address.: •CP/ftywevn rJ' J $ al // '� JOB SITE INFORMATION (All Information Required) Name: AS Address p 0 TQC• lndw c-4 bf Cross Street: p 5 Phone No.: (p 1 Bldg.Permit#: 459JL4 email: Tax Map District: 1000 Section: /Q Block: D f Lot: .L2 BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service and pool New Dwelling with 200amp U.G. service and pool New Dwelling with 200amp U.G. service and pool Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On Ternp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old,Meter# ❑✓ New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals ❑✓ 1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION \ "✓ Electrical Inspection Form 2020.xlsx ��� �� PERMIT# dfi Switches Outlets GFI's i Surface 2� Sconces - H H's I UC Lts Fans Fridge=. I HW Exhaust Oven (jf Dryer Smokes DW Service Carbon Micro Generator - Combo Cooktop Transfer, AC -AH, Mini. 1, Special: .�� . .._ Rat; Comments: `�i N&& `2-7 t Puccio Electric Electrical Permit N 21 Frowein Rd Center Moriches,NY 11934 Ot£wc_631-874-2098 Fax:631-874-7086 Lot# Licensed Electrician %k-%%-%v.nucciociccyiccom.com Job Name&Address: G-- -- 5 k �� Lights Pool: Hi-Hats Pool Light _Outlets Switch(es) Flourescent Lights Pump Smoke Detectors utlets Switches is .3 Smoke/CO Combos Ti I GFI's Br er(s) ./L-- Ceiling Fans S P nel c/'X— Exhaust Fans ndin Fan Speed Controls Washer SepAl br4 l Dryer GAS/ELECTRIC) Stove (GAS/ELECTRIC) -bun t Fireplace (GAS/ELECTRIC) Septic Line 2 A/C Unit Dish Washer _Outside Lights lq__Dual Function Breakers -�� GFI Breaker(s) D fR(g[E0'VR It Breakers D _Arc Fault Breaker(s) J U L - 5 2022 !} Panel AM' BULDING DEPT. Q Total Breakers TOWN OF SOUTHOLD Z Breakers Used — C,,caj fJ-6-�eeT"C L11AA L. K. McLean Associates, P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP ® E ^ I KEITH J.MASSECORRA O,P.E. Il� ,, VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. DEC 2 1 2021 Dec r 17, 2021 Town of Southold Building Department BUILDING DEPT 54375 Main Street(NY-25) TOWN OF SOUTHOLD P.O. Box'1179 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: "The Fields @ Mattituck" —Lot#5 (1000-106-8-59) - 2900 Stanley Road Modifications to "Zenith" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Zenith" Model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building -Inspector (John Jarski) and we have since memorialized them with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four(4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) y-Sq/ TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 a :.. .. _. ... Ca�tain:Kld e ' Ok ; �> : I „ ,A. ., .A „ i - LEADER ROOF.� `;:... -.. �. .... .. ,..• _......` d^'`, � ,,, �', � IN/F LEEN / TRANSITION AND GOL O Q CAST IRON CLEANOUT "T" .. ;.:.. ;; _... ...:.. ........ ' S A RY 2� ME ME202,04 O BRANCH WITH BRASS 0 2 N � 0 D DEVICLr�ATER 6� BRONZE THREADED PLUG ::.. _.-. \ 4" CAST IRON PIPE A v 1% MIN PITCH GRADE V_ 6 �t#icu :kHills PROP. SILT 45 e3 FENCE AS ` k DETAILED C�o / M x • DW3j-a e o�d ;M ' t . , 8 ADS -moi4. SLOPE ® 1� ::.: x.::: PN �. :•�, '.`� ............ 3 �: LIMIT OF A ::.. SZ .' . :; ROOF LEADS D \ PROP SED R DOWNFALL DETAIL gA� GRADING I CONSTRU TION N.T.S. Rl I 6 ENT ANCE LP ......... Ell10 Z Cy) 'tRt JE-- - - t- y \ e op LOCATION Nkl- i, �. , 1 X61 \ \ `: \ 0 } 1 N ate: x • I E: V FE Wt. OK 11-i - NOD �',� LOCATION MAP C) _ . 11010 LL SCALE: 1"= 1,000' 1 LLJ \ \ / \` \ �••.`` �� \\ �� Q. .\ ` - `j SEDIMENT ON SITE `'.- .� �s_�: \, ..�.\ \`�� .. _ -- \��.� \ SILT FENCING 8,_D.M C• C. -W � , ::.. � � \ � �\ `\ �.. I-rRDPoso� DRAIN W E TO � 00 CONCRETE Q \,. CONCRETE I DRYWELL DRAINAGE \\ WASHOUT �9 a PI p DEUIIFD I \ J ti .-.. \''. '`i�'. :;:;,:=�•�^� «y1 ��C:.i. -'''2:5'•')r.�,'v:`•:c `:krtC"�'' 'fit� of �i �' of \ ....,_. fes• Q \ i \ I i..;�vim. •�:,'i .+•'�n�' w . _: » � r�Y' { I �. ro Gi-� POOL\ \ ., ^'`,-.. - , ., i ....,• �. •.r^.'r^. :.T. :•h r i,'a'�•s Y:,.... _xSr. X•.i.' /`� _� uti. �:, ro -- _ 41t -- ---- 1 B.W. DW \ r -" ^.�.•� *, .�� ;�. ut ,..-.,•r .as fv� ��. '\ � :'\ \, t• Oj 6 O zh�t1:•'•'`'.K'(,' ''�'`a"�-�-•-'-- '-"' , +T-�+i++"Y'� a SOIL STOCKPILE ; "'" � = �' • � '- r' ' " ' N PERSPECTIVE VIEW . "� � � � :),h'V n,,'• �,C�".:�y.a•• :,,�1i• a. �S�ti;' rti!l..ty �Y � �� � �. •\�� /� �r,,,�M.l=.�i CF '•4 l°.Ji T:.�a`Q �.P••L. 4 f � U t s AREA 500 SF' , I / .` •�. ,,->,,.;;.: ���' \ T y' .a ","� • ..A��ti. .2;• Sty^: a.;.n1;: 3� %I t1l -� _7id:i.. i''.:h , .•ti•>+k,a ,�tKtiii% l ar'h, i / � 0 •/ . g 'atYs-:�s zf ni" tswnr w"Y.ne;t�•lF., z?.^'i+`k *��ti•i:. z \\ \ 'iiia:: �. o., :; >•»;a r,,,.� ..,q. 0 36" MINIMUM 2 x FENCE PO hST `V �. - CONSTRUCNON ETITAIDICE-fDUNDATtCN nn ,, OF COMPACTED 3/4"STONE BLEND OR N.Y. 63 / / uhj D.O.T.ABWE 1#bC FOR TO 18" WOVEN WIRE FENCE (6 x 6 - 10 / 10 WWF I. _. I �� �� :"� �\ FILTER CLOTH �� PLAN VIEW C:) COP cS Lz c�4� S F O i EMBED FILTER CLOTH O L � W MIN. 6" INTO GROUND �.: r7l _._ S 6 7*21'00~ Nlr 293,25 ' ° SIGNA T URE FIVE L 17AN TRUST R O A D snNc NOTE: SOL STOCKPILETO BE DEVELOPED nD I ENTRANCE-FOUNWTION OF COMPACim MAXIMUM DRAINAGE AREA I AREA 500 SF f PUBLIC WATER 3/4•STONE BLFNO OR N.Y.STATE D.O.T.M OVED R-CA 1/2 ACRE / 100 LINEAR FEET SLT FENCING FILL TO18"(Mm)ABOVE EXISTING GRADE FOR DRAINAGE. SITE PLAN SECTION DETAIL CROSS SECTION SCALE: 1"= 20' TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS ESCA c. NTS (7) 0 20 40 } Feet L _ 2" HEAVY DUN BAR GRATE, HOT 2 " DIPPED GALVANIZED, 1.5" O.C. F 4" s ® 3/4" DIA.. " E 8" THICK REINFORCED - CONCRETE COVER ANGLE FRAME CONCRETE SLAB - BELOW GRADE HOLE 4" O E DEEP FOR 71 T E SURFACE AS PER SITE PLAN __6._,7» CONNECTING ``$$ PIN Ln LEGEND• A A REQUIRED DRAINAGE CALCULATIONS: �tj :. (2" RAIN EVENT) NOTES: , �'•'�' J PROPOSED BUILDING 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED IMPERVIOUS (ASPHALT) = 2,100 SFASA MINIMUM. RECAST CONCRETE VARIES END VIEW C=(1,050 X 1)= 1,050 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES CHIMNEY PROPOSED ASPHALT DRIVEWAY 1.050 X 2"/12" (RAINFALL)= 350 CF SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES \'" DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE DJ IMPERVIOUS (ROOF) = 2,000 SF COURSE OF THE CONSTRUCTION. III PLAN ---- PROPERTY LINE C=(2,000 X 1)= 2,000 Tn _ 13 IN ® ®® ® " ( )- 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE z -I II I ,-3» NOTE -�}- PROPOSED CONTOUR 2.000 X 2"/12" (RAINFALL)= 333.33 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT o I I ®®® ® ® '-1" [-2- PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS H ®®®® ® ® I. 1. CONCRETE DESIGN STRENGTH PROPOSED DRAINAGE CALCULATIONS: WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE g 8" ADS DRAINAGE PIPE - --11.0- EXISTING CONTOUR PB D III = 6, 0 12 E5 PER ASTM C31, 4,000 PSI AT 28 DAYS CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE v 6" ADS DRAINAGE PIPE FOR + COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE - " + ❑®®® ® ° 9 4" 2. REBAR ASTM A-615 GRADE 60 v �1 PROPOSED SEPTIC TANK ASPHALT DRIVEWAY (DWI) ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN < TRENCH DRAIN ONLY. OO :. 0 ®®®® ® t 3. WELDED WIRE FABRIC ASTM A-185 C7 ��/ 350 CF REQUIRED OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. I - �- 8'0 DRYWELL= 350 CE/42.25 CF/VF= 8.28 VF ® _ 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING WtP� PROPOSED SANITARY LEACHING POOL PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL 1 9 SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED Z °e '� a+••''+s' ' O BY THE ENGINEER. ®® ® ® 0 ;FES PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL ROOF (DW2 & DW3) 0 _ 333.33 CF REQUIRED 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION ft: ®0®®®® - -s PROPOSED SANITARY PIPE $'0 DRYWELL= 333.33 CF/42.25 CF/VF= 7.89-.VF OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. d �_ ®®® • -' 4" SOLID BLOCK OMIT END WALL FOR INSIDE SECTION " PROVIDE: (2)80 LEACHING STRUCTURES 04 DEPTJj ¢ _ ®® � I I II I= SECTION A-A --D PROPOSED 8 ADS ROOF DRAINAGE PIPE " DEPTH EXISTING �® '�, $ �IIII I TYPICAL > 1\W/) PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) GRADE ZIPPER DRAIN DETAIL W PROPOSED WATER SERVICE 0' ........ : 55.8' DARK BROWN LOAM ° = CLEAN SAND & ° I N.T.S. 1' ~' '' ' -54.8' BROWN CLAY .I GRAVEL FILL. � � PROPOSED U.G. ELECTRIC SERVICE GROUND j 1- PROPOSED SILT FENCE 2' 53.8' WATER �- W EX. UNDERGROUND WATERCLEAN SAND & U) T EX. UNDERGROUND TELEPHONE PALE BROWN FINE SAND 2'-0" Mir. 8'-0" Diameter 2'-0" Mi GRAVEL FILL. 5' 50.8' to' TYPICAL SECTION @ LEACHING POOL (DWDATE BY DESCRIPTION APPROV. BY b O OrTYP� ��� REVISIONS � BROWN CLAYEY SAND W0 = TOWN OF SOUTHOLD 0--1-SAND BAG 11' 44.8' SUFFOLK COUNTY NY E Q o IMPERMEABLE � � �-' o SHEETING THE FIELDS AT MATTITUCK A A O (�T PALE BROWN FINE SANDSECTION LOT 5 S T O R M W A T E R cn 1:1 RA OFNswy 0 FLATTER 38.8' �P�� MANAGEMENT SITE PLAN SITE PLAN DATA: 0 0 0 0 0 SIDE SLOPE c j 0 NAM TEST HOLE BY MCDONALD GEOSCIENCE o0 0 o ZENITH PROPERTY GROUP LLC DECEMBER 23, 2020 * �^ * L. K. CLEAN ASSOCIATES, P.C. N o 2900 `.STANLEY RD., MATTITUCK NY 11952 CONCRETE WASHOUT DETAIL (NO WATER ENCOUNTERED r _. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 rn 1000-106.00-08.00-056.000 N.T.S. HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' 4 , THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 4 y M F CFD Scale:0 AND/ORANY �THE�MPANYING SPON FROM ALTER NG�FlCATIONS UNLESSNG ON THE EITS � ��NGS � Designed B Sheet No. o SITE AREA: 38,395 SF /0.881 ACRES UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �as� r` � AS NOTED LIMITS OF GRADING: 23,900 SF 0.55 ACRES TEST HOLE #2 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE ,p PROFESSIONAL ENGINEER MUST SIGN, SEAT, DATE AND c , Drawn B MF Date: ry SW 1 // DESCRIBE THE FULL DCTEN i OF THE ALTERATION ON THE ! y FEBRUARY 2 O L 1 NO WELLS LOCATED WITHIN 100' N.T.S. IN THE DRAWING AND/OR SECTIONS7209 2. (NYS ED. LAW Approved BY: RAS File N0. 20099.000 I SURVEY OF PROPERTY i F ON THE 1 SUBDIVISION MAP OF a \ V THE FIELDS AT MATTITUCK O - .LOT 5 FILED MARCH 31, 2006 AS MAP NO. 11370 —— 63.3 SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 38,395± SQ.FT. OR 0.881± ACRE CP CB 6D Ski : : I co \ \, ~ NOTES \ r L 62.1 d 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. Q .I 9 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK"FILED MARCH 31,2006 AT ON -n y THE SUFFOLK COUNTY CLERK'S OFF/CEAS MAP NO.11370. O '� I �O �� 3. ELEVATIONS REFERENCE NAVD 1968. \ 2 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND UQ,.W , :I \ O2 A 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE 2 O cN EDUCATIONLAW. Z 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 60.9 ^ SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. QI \�� \ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE eE Z.W . —VA CAN T— W ` ^ NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS Q I� I O v SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO Jpq L'J. . I \y9\ THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND p '. ` \ TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO A 3' I p ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 09 ' I 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON • I THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION 1S TO BEGIN,ALL O X UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE O �• I , c RESPECTIVE UTILITY COMPANIES. 59.6 \ Q� \ 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. o \ % 9 THE SURVEY CLOSES MATHEMATICALLY. r„o W �� 5B.0\ ,`tpF NEW), S 67021'00' V 293,25' * Q • I /• , X57.9 !� y N N l/� 050528 LEGEND F�LANDS �� O ••••••••••••••DRAINAGE MANHOLE 02/12/21 T.L.S. I Added property comer monuments set T.L.S. OE •.•..•.•••••.• ELECTRIC MANHOLE _ DATE BY DESCRIPTION APPROV. BY f CATCH BASIN '4 AY REVISIONS WATER VALVE ' 4 . :, Town of 'Southold ® WATER METERSuffolk CountV, New York L Q •......•••...• CABE TV BOX CERTIFIED TO: i, Stanley Road 1:ZENITH PROPERTY GROUP LLC .............. LOT NUMBERS 2.FIRST INTERNATIONAL TITLE AGENCY Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP ..............BUFFER AREA Survey :o f Property DISTRICT 1000 I hereby certify that this map was made from an actual survey —T—•• UNDERGROUND TELEPHONE completed by me on 05/13/2009 and'updated 11/25/2020. L. K. M'eLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS L101 08.00 —E—••••••••••••••UNDERGROUND ELECTRIC 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK 059.000 —W—•••• ••••••••UNDERGROUND WATER JdKIPI a � Surve d B. KG/JL sheet Ho. YY scale: 1'= 30'••••...•••••••CONCRETE MONUMENT TAMARA"L. STILLMAN,P.L.S. DrarnBy. 6LB Date: 12/09/2020NYSPLS No. 50528 1 Flelds P Mattituck Engr 8 Surve \Surve Dept\Dra win s\20099.000 lot 5.dwg 6/29/2011 4+17 PM Tamara Stillman ,� Approved By. "TLS Flle No. 20099.000 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PROP, U.G. br ELECTRIC SERVICE r SINGLE FAMILY RESIDENCE ONLY N1F SEN � r UAILYKyNYGOYpp• 2020 4 POL VArER PROP. - \0 \c\• - \ U.G. .- A SERVICDATE Si "WATER 63`i N 55.26 E \ , H. ,PREF. No. AK• M� 2/3/2021 R-21-0036 APPROVED FOR MAXIMUM UF 4 BEDROOMS )I EXPIRES THREE YEARS FROM .DATE OF APPROVAL Q •pr ar Z ' 6' '� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ �a 1. �,m ..ey.. 'S SEL �\\ ` I• _ ,r� �m'.`m"'_-" , 1 .PROP. B TR DRAIN � o �, • Ma15h ��i - gA •\ u:4 HiUa' p 2 ,- j \ 45m - • 6} A W� CY NII Np - .. _ _ __ _�/ '`--lin' ` (_= L= `� -- W • -- S 67'21'00' W r -- Nir --293.25 ' PROJECT srcNArwrE FrvE La4N TRUST LOCATION s£DEVELD'EP PLBLrC VArER SITE PLAN F►�'�� SCALE} T•= 40' LOCATION MAP SCALE: 1'= 1,000' N FYcun• °�" GRADE EXCAVATION. INSPECTION REQUIRED c BUILDINGS: " > 2 STORY RESIDENCE 0:•:•:�:•::•}}:54.8'DARK BROWN,LOAU ' 4 BEDROOM � PROP06T:•D DIlUOWO �� 1' 548' . BROWN CLAY RO40N(RFSIDENTIAL) _ O PROPOSED ASPHALT ORNEIYAY 2' 53.8' PALE BROWN FINE SAND FOR SANITARY SYSTEM; SITE DATA: PROPERTY UNE - p SCTMg: .. 1000-105-08-059 <C>- PROPOSED CONTOUR - 5' 505' 41,f ARE~ 0.081 ACRES 11.0 -EOSDHC CONTOUR By HEALTH D E PA R TM E N T -J , D PROPOSED SEC TANK - BROWN CLAYEY SAND GENERAL NOTES: 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WnWN 150'OF PROPOSED SANITARY 1-i PROPOSED SANiTAAY LEACHING POOL SHALLOW) ,_ .. STRUCTURE'S. PROPOSED FUTURE E(PANSON SANITARY LFA"G POOL 11' 44.8' � 2. THERE ARE NO KNOWN STORM DRNNS WITHIN 20'OF PROPOSED CESSPOOLS 3. THERE IS A WATER MAIN AVADASE ON STANLEY ROAD. • PROPOSED SANITARY PIPE 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 RFOROON6. .. PROPOSED 0'ADS ROOF DRAINAGE PIPE SURVEY NOTES: I PROPOSED 8'0 DRAACE STRUCTURE(SOLD COVER) PAIS BROWN FINE SAND 1. MEASUREMENTS ARE W ACCORDANCE WITH U.S.STANDNRDS. PROPOSED WATER SERVILE 2. BEARINGS SHOWN ARE IN.NEW YORK STATE PLAN COORDINATE SSTEM•LONG ISLAND ZONE. —�—PROPOSEDTR}C'U.G,ELECSERVI;E 1T 38.8' DATE 8Y DESCRIPTION APPROV. BY 3. ELEVAnONS SHOWN HERE ON REFERENCE KAVD 1988. DL UNDERGROUND WATER 4. TOPOGRAPHICAL SURVEY OBTAINED FS C FROM 2014 USEMGP UDI.UNOERCROUKD TELEPHONE DAR:POST SANDY FROM THE NATIONAL TEST HOLE BY MCDONALD GEOSCIENCE REVISIONS N}C C OCFAAND ATMOSPHERIC ADAt011STiLAnoN DECEMBER 23• 2020 " S. PROPERTY SURVEY PERFORMED BY L.K.McLEAN ASSOCIATES,P.C.ON 5-13-2009 Ar UPDATED ON _ "(NO WATER ENCOUNTERED) TOWN OF SOUTHOLD 11-25-20 HIGHEST EXPECTED GROUNDWATER.0 EL. 0.50'' SUFFOLK COUNTY Y TEST HOLE #2 " THE FIELDS AT MATTITUCK N.T.S. LOT 5 PROPOSED SANITARY PLAN i y�H e\p sr G L. K. McL_EAN ASSOCIATES, P.C." 'a C"", •. .. OdKULnKO DLGD1Lr3a 4A SxTH comm.m.tI1D0IOYYDA 1LLYr Tm 11711 `2 D ��� On�Qned W. MF/CFD s=w AS NOTED Ssot Na �. umoaoi u.an[oct .�rwn Na S� l] r�.,o.o«,._1%M� DTa+m BY: MF Data: DEC. 2020 wmI.imr wa arowm.s n< .. u1 - ApprwoE e,•. RAS F-.•No. 20099.000 STOPPER OR END PLUG F.F CLEV-67.0' , 10'x 15'OUAZRE FINISHED ENCLOSURE WITH COVER GRADE IN LANDSCAPE AREA GRAD LOCXING CASTING TO GRADE EL£V.s (EL. 64.70) - 65.00' CONCRETE COVER EXISTING GRADE 20' V IN. MIN. 2'7I 2• 7L�•..-�L' 4'A m J' I` CONCRETE CHIMNEY ('► 1511 20' SOR�S MIN,PVC MIN. 4.Ok PH /4'IPE PITCHED 7' MIN 4-O 6� 6� SDR MIN.PVC PJP PITCHED , 1/B'PER 1' INVERT(IN) INVERT(IN) T-- — - 25'11#X. .. . ELEV. 60.42' ELEV. 59.42' 1 BAF'FlE 1 WALL CAST IRON PIPE SHALL 8' INVERT(OUT) EXTEND THROUGH FOUNDATION WALL A MIN. INEV•58.92' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OF 2'. •cr,.A INVE � (EFF. DEPTH) 6" SDR 35 ELEV.57(9V* " PVC DROP TEE �$yLaty.,7t�49 SasiceA A- ►_Y-0' II SECTION 8'0 1.250 GALLON SEPTIC TANK W/DOME mm PLAN Vr 71NL VAM 12'-0' 3Ar a-M oA90.T MAX 1..MATaa%M G0OMM M ASHY A4D CLASS 300,OR 330 05 2. Lan RATM FRi MSM A Is 20 HGYUY NOTES: I LOADdO A iRN•E AN)CCAUi AS YIMFACRIIRkD BC IONC ALaL 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 0 28 DAYS. I 3.0' FfMrAg OR.»eta EGUM- (MIN.) 2.ALL FRAMES k COVERS SHALL BE. WATERTIGHT, INSECT-PROOF AND COLIAR LOCKABLE. ( 3.0'• 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER CA ILS, I N7c 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT - - EXCEED TWO FEET IN HEIGHT. (TYP.) I _ 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE l CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL BOTTOM OF POOL - 6' MIN. - AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ELEV, 46,23'. - PENE[RATIONATAGIN I .traria-,°"on Two le.iR° tuaaxao1a, 5.BACKFILL MATERIAL MUST BE COMPACTED WIT1i A MECHANICAL I - NR > 'r STROF r*A ' COMPACTOR AT 6' LIFTS. � L SAND& J —OibWEb•-6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS. BACKFILL 7. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH MCLEAN O CLEAN FILL MIN. 3' AROUND AND BELOW SANITARY STRUCTURES. 3' MIN. VE HIGHEST LEAAl .. w m,a na ne 4 EXPECTED G OUNDWATER SAND AND °aA i°610 GRAVEL 11EIC&_aACHING_POOL 4Y.�Y A•,�••� HIGHEST EXPECTED WATER EIEY.=0.50' _______________________________ - ____ a TYPICAL CLEANOUT DETAIL LOT 5 SANITARY PROFILE DATE BY DESCRIPTION APPROV. REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK �(j,TE0fN�1'y LOT . 5. SANITARY DETAILS .. >o0�0.I A.Sit O. *`. L. K. McLEAN ASSOCIATES, P.C. V•�'� .. .. tK mGaxr,uv R M cat or O lar.rtl/G '`?J,' C 1' 00MLT1140 0A MMIS 437 UM MIM M.WWWIAYDI,WIN YM 11719 No. ? C- reroeoiro,xm.oAa�a.oaoxoYrm !` 7q Dc4g9aad W. 'MF/CFD sl.: AS NOTED rap x reooi.aro srsmaa u,m n 7 D a, ey; Mf rxt.: DEC. 20 20 SA 2 `• - - - - - - a.o rwa.® �p.o m -,I' --- - I Apw&md BY RAS FI4 Na. 20099.000 1 � SURVEY OF PROPERTY i ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK _ LOT 5 FILED MARCH 31, 2006 AS MAP NO. 113 70 6X3 - SITUATE AT a MATTITUCK CU N eh' ,67'91 TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK _ Ab':o AREA OF PARCEL = 38,395± SQ.FT. OR 0.881 t ACRE N N , 106.5 - - - - - - - 3.6' N 3.6' <� 6, \� ��x 62,1 NOTES Z' 3• O � cyD i. ,MEASUREMENTS ARE/N ACCORDANCE WITH U.S.STANDARDS. W 36o 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. A 6' O ; I .3.6' Z 3. ELEVATIONS REFERENCE NAVD 1988. \% i UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 3.6' 0,�' / / �?��4 p 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE z �. N 15 A� �O G� EDUCATION LAW. a" :n .ti Z) I N d�r 5 . ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND A.5' / / \`\\ 60.9\ SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. Z I / %f 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN � Q ~ 'v ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE Q Z.W 25.6 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS IT , •I 0 '9 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO J Ld; I —, -$9\ THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND .J !�, TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ' I I % .po ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. %q 3 'q I I '� 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL t UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE . Cl*) ; �• I i 596 RESPECTIVE UTILITY COMPANIES. ` f -0 I \ 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. . THE SURVEY CLOSES MATHEMATICALLY. W ; ; . Z ' ; -- �-- -- -- — I -- —� ----- -- -- x57.9 S 67'21'00' W 293,25' s9 bon • I /• X57.9 . . ; :► C\1 /\ % • �°` Of NSW y : 4z; 1' 0 LEGEND �,` Pia L. S7 O,p� O DRAINAGE MANHOLE QE ELECTRIC MANHOLE CATCH BASIN t DATE BY DESCRIPTION JAPPROV. BY WN__ i .......... WATER VALVE " A-4 REVISIONS _ ® .............. WATER METER LANE /�� 050528 �� Town of Southold t• 0 ....... CABLE TV BOX Suffolk CountV, New York 2$ LOT NUMBERS LAND Stanley Road BUFFER AREA INMattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP —T... ._ .. . . UNDERGROUND TELEPHONE I hereby certify that this map was made from an actual survey FOUNDATION AS—BUILT DISTRICT-'1000 - SECTION 106.00 � —E— UNDERGROUND ELECTRIC completed by me on 04/16/2021. L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 —W— . . . . .UNDERGROUND WATER 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 059.000 ■ CONCRETE MONUMENT JA-IA� surveyed By. KG/JL sc,ie; 1'= 30' Sheet No. TAMARA L. STILLMAN, P.L.S. Drown By, DM oe(e: 04/26/2021 PAR0099.000 Ile(ds u Mattlt En r 8 Surve \Surve De t\Orawln s\LOT 5\20099.000 (ot 5 Fnd AsB.dw 6/29/2011 4+17 PM Da/va Motonlene NYSPLS No. 50528 �� Il g y y p g g Approvetl By, TLS R.No. 20099.000 SURVEY OF PROPERTY TC 64.2 I �7EP 638' ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK Lar 4 2 �4, LOT 5 . •. : ' : :I 20 , FILED MARCH 31, 2006 AS MAP NO. 11370 E SITUATE AT 6,3 ' !AS I N 5g° ? N I 1 FOO ER x , ,67.8' R lt�� MATTITUCK 6' ALUMIN o 1 P TC 630' POOL WOOD t ` � TOWN OF SOUTHOLD HEATER STOOP 64.7j EP 627• CNER 1 ; 1.00RS .Q PROPANE - ZO.9�' �\ / � �, -�Z SUFFOLK COUNTY,NEW YORK • V TANKS o s \ \\ ? cn a'ob•2 6 0 AREA OF PARCEL = 38,395± SQ.FT. OR 0.881± ACRE 64.9'- 1' i Q b FF EL 671 D b+ti d TC S.N 3 g,7 EP 67.8' HO `,` \` % EXIST. 1I1-28D1A i 'SEPTIC/ DEEP L.P.G t7 y NOTES 7 AUG 1 0 2022 776'- - - 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. W -�£o £' y' 70 `,d`, A=30' S�D: `^� C'jU[�DIR -_ •j V N z m z 4• a D 0 7 \ �`£`, B=18' JER \ p TC 6t.4' I G DEPT. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, W •4.. W o £A `v 93 ` ` 1-1,200 S.T. P EP 61.8• TC).N,r\ I 0_1.c' �Ol!•rFlTJ LONG ISLAND ZONE. LZ Z Q' G ' 3. ELEVATIONS REFERENCE NA VD 1988(GEOID 12A). z ml Tc 60.7' 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED Q ¢ a m RPOE 64.8'i ROP �9G1 EP 60.3' LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE 0P261, PPJ6R5 �� NEW YORK STATE EDUCATION LAW. 64.5'` , 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF A \ O THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE ` VALID TRUE COPIES. EP 937 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN S 3 I \ ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS O o \c ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 01 Q3 I a `m THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, PO W O\ GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE o A ? ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE (LJ A TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (\VV j . TC 59J' 3`x EP 58.7' 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. m 8. THE SURVEY CLOSES MATHEMATICALLY. RIM=58.38 4u I FENCE N O 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT FENCE I CORNER O LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EJCCAVATION IS TO CORNER 6'ALUMINIUM FENCE aaw - x -x x� X X x 2.3N W O BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, S 6 7'21'00 W 293,25� SIZE AND TYPE BY THE RESPECTIVE UTILITY CAMPANIES. /• EP 57.7' 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFA TITLE REPORT.SUBJECT TO • ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY IC� REVEAL. LOT 6 ©��' co L' S L,9NLr li�I 050528 �O LEGEND �` �� DATE BY DESCRIPTION APPROV. BY LAND 5� REVISIONS © ' ' ' ' ' ' ' ELECTRIC METER -W- •UNDERGROUND WATER CERTIFIED TO: Town o f Southold QE • • . ' ' . ' ELECTRIC MANHOLE ■ • . • • • • •CONCRETE MONUMENT 1. MAYA PELEG Suffolk County, New York 2. FIDELITY NATIONAL TITLE INSURANCE COMPANY 2900 Stanley Road FF EL.' ' • ' • ' ' FIRST FLOOR ELEVATION WW . . . . . . .WINDOW WELL 3. U.S.BANK NATIONAL ASSOCIATION,ISAOA AT1MA Mattituck, New York ® • ' ' ' ' ' 'WATER METER TC • • • • • • .TOP CURB SUFFOLK COUNTY REAL PROPERTY TAX MAP Final As-Built Survey 0 . ' ' ' ' ' ' CABLE TV BOX EP • • • • • • .EDGE OF PAVEMENT I hereby certify that this map was made from an actual survey completed bme on 06103/2022 . . . . . . . BUFFER AREA x44.5 -SPOT ELEVATION y . L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS DISTRICT 1000 SECTION 106.00 - F1 IRRIGATION BOX ® •RECTANGULAR DRAIN INLET ./' 437 SO. COUNTRY ROAD, BROOKBAVEN, NEW YORK BLOCK 08.00 • • • • • • •CATCH BASIN < C� Broca By,By : . D.M.PL Dotoe. June 36, 2022 neer No. Lor 059.000 TAMARA L. STILLMAN,P.L.S. 1L S,\Shared With Me\Projects\20099.000 Fields @ Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 5\20099.000 Final As-Built Lot 5.dwg 06/06/2022 Dalva Matonlene NYSPLS No. 50528 Il Approved By. T.L.S. Flle No. 20099.000 : . : . : SURVEY OF PROPERTY r°c6'aON THE I © � SUBDIVISION MAP OF LOT 4 THE FIELDS AT MATTITUCK I. . I NIF COLLEEN LOT 5 + JAMES AND 202,p4 D FILED MARCH 31, 2006 AS MAP NO. 11370 • I DEVELOPE PUBLIC WATER /tR1G SITUATE AT r C7 026'32 E PDOL R MATTITUCK I N 55 FILTER m /t FENCE /� � _ I 6 ALJMINIUM POOLo o R TOWN OF SOUTHOLD WOOD HEATER STDDP .� foc a`�o 'O SUFFOLK COUNTY,NEW YORK CANER PROPANE - 20'9,' �`� 'n 9� 1.0's TANKS - `� n v �� AREA OF PARCEL = 38,395± SQ.FT. OR 0.881 f ACRE j N6' OC- 2' Z v� �D � . q 7G`. s�.i``2.•o A ``�` O m � ` foCe� �� NOTES til oN `3' `� EXIST. ��_� 1-SDIA, 'G W L7 G, s C—1 J` __ SEPTIC/ \ 1. MEASUREMENTS ARE IN ACCORDANCE IMTHU.S.STANDARDS. A O l 12'DEEP L.P. A 3 O �• v`\ �� 1,9 ��® � I O �\�_.�i B=33S' 3 1__/I G1�G 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, f .Q M d A=30W II fv 60 LONG ISLAND ZONE. ' OT mym �3 ` 1-1.200 S.T PP a f�vA 3• ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). o f1N ro i Q Z j o c i d £ `\ 1 0 4. UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED CEJ t' LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE i Z V 'Z E v z ;� \ 9Rt tp1G NEW YORK STATE EDUCATION LAW. zim �p0E60� A \` GP61' HERS w `a 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED IMTH AN ORIGINAL OF M THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. o j A• 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN H Tc ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 3 D'" SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM Ln o O D v THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, J O m m GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 01 ', W TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 3 3 � C�l � Ll � Z p 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. C, Ik �'sg�- 8. THE SURVEY CLOSES MATHEMATICALLY. 21 (` �j Z\ o $ AUG 1 U 2022 m `�� I'� 9" UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT s LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO FE-N BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, EN I �3RN1ER O SIZE AND TYPE BY THE RESPECTIVE UTILITY CAMPANIES. ORE JILDING DEPS: 6' ALUMINIUM FENCE / O x_—�+X —X tom'—_ X —X w 10. THIS SURVEYWAS MADE WITHOUT THE BENEFIT OFA TITLE REPORT.SUBJECT TO • J 67-, �0�, W NIP 293��5' / ` ` T ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY L SIGNATURE FIVE LOAN TRUST pc REVEAL. TO BE DEVELOPED cn PUBLIC WATER •� ��"' YO o, LOT 6 ryD`• ��O D 18114 UJ SITE PLAN N �' SCALE: 1"= 30' / �c �� Z 5 t SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS-BUILT SANITARY L,q pR ? �, APPROVAL OF CONSTRUCTED WORKS FOR DISTANCES FROM CORNERS OF BUILDING oASINGLE FAMILY RESIDENCE A e DATE BY DESCRIPTION APPROV. BY Date 7/912022 R-21-0036, ST 30' 18' CENTER OF COVER LEGEND H.S. Ref. No. — LP 40' 33.5 CENTER OF COVER REVISIONS. TOWN OF SOUTHOLD O CA The sewage disposal and water supply facilities at this location have been N ' ' ' '' ' ' ELECTRIC METER —W— UNDERGROUND WATER SUFFOLK COUNTY NY E—0inspected and/or certified by this Department or other agencies and found Q • • • . . ELECTRIC MANHOLE ■ . . . . . . .CONCRETE MONUMENT THE FIELDS AT MATTITUCK o v to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. ti o FF EL,, FIRST FLOOR ELEVATION WW . • . . . . •WINDOW WELL i ` SUFFOLK COUNTY REALPROPERTYTAX MAP ® . .WATER METER Tc . . . . . . TDP CURB LOT 5 SANITARY AS—BUILT PLAN CRAIG KNEPPER,P.E.,CHIEF DISTRICT 1000 0 . . ' '' ' ' CABLE TV BOX EP . . . . •. .EDGE OF PAVEMENT Office of Wastewater Management SECTION 106.00 . . . .. . . BUFFER AREA x44.5 . . . . .. .SPOT ELEVATION L. K. MCLEAN ASSOCIATES, P.C. V � CONSM nNG ENGINEM 4V SWM COLMW ea,OWMVD1,NEW YM 11718 \ BLOCK 08.00 . . .. . IRRIGATION BOX ® Dwrgned er• MF CFD Sana AS NOTED .RECTANGULAR DRAIN INLET LOT 059.000 / Sheet No. � o � . . . . .. .CATCH BASIN ` V) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drarn er MF Dd.: JUNE 2022 5 1 v Apvroved ey RAS F le No. 20099.000 S,%Shared With Me\Projects\20099,000 Fields @ Mattituck Engr & Survey\Clv/l dwg\Contract Drawings\Lot 5 Sanitary As-Built.dwg 06/06/2022 Matt Frascinella „l r/ �Q TONN OOMMENT5 Z 0 RETAIN STORM WAT R Rpt ' ' THE ZENITH ' ' PPF3 VEDAS NOTED PURSUANT TO CHAP ER 23 F z OF THE TOWN CODE. DATE: B.P.# yI O F P . 2 q� Bim: _ COMPLY WITH ALL COD O O r T 1FY BUILDIIv'G DEPARTMENT AT NEW YORK STATE & IL Q L.I TY NEN IOM MOIL 3Y r,-180 8 AM TO •+ PM FOR THE As REQUIRED AND �� E INSPECTIONS: AND C' ND1T CA515 AT MATTI TUOK, GORF. DATION - TWA REQUIRED v J �-On POURED CONCRETE — �()U H - FRAMING & PLUMBING SOUTH0L^T ,-N PLAN d NG.B C, � Q ";SU AT!CN "i, nv a WVTRUS — 6NA - CONSTRP--,ICN MUST }�.,.c C MPLETE �- Co. —.. N, A_% CO STRUCTIOI\ SHALL MEET THE RECUIRE MENTS OF THE CODES OF NEW #p YORK S ATE. NOT RESPONSIBLE FOR OCCUPANCY 0, , c� DESIGN R CONSTRUCTION ERRORS. USE IS UNLAW�-!I'_ � WITHOUT CERT F �.;a - ELECTRICAL OF OCCUPANC INSP "CTION REQUIRED T"USS PLACART)MG►RE UIR Ei. Q PLUMBER CERTIFICATION ON LEI D CONTENT BEFORE CERTIF/ ATE OF OCCUPANCY SOLDER USED IN WATER PLUMBING SUPPL,Y SYSTEM CANNOT ALL.PLUMBING WAST EXCEED 2/10 OF 1% LEAD. &WATER LINES NEE XZ'Z PJG:BFFORE COVERING I UI i DO NOT ROCEED WITH Must provide Manual: FRAIti,INI I UNTIL SURVEY, D, J and S as per OF FOUNIATION LOCATION - - - - I[ Ll I:L - - - - - - - - - - - - - - - - HAS BEEN APPROVED. NYS Energy (Code 11 11 -JL All exterior I• -kiting Z o install rep] ced or — NLJL- Blower door repaired shat nform O hapte 172 m c0 testing hg re Yt'; of the Town -'o .de ,1 �.. � V W m LU 11 L8 de J � 7— FINISHED SECOND FLOOR O - - - - LL u1 O z t- LCJ - - - - - - U-I > OL OCw `A LU ® O 11 1 11 11 IT 11 11 IT 111 111111111 HI fLOOR AREA TA 3LE } < 4 FIRST FLOOR 1,373 sf 1� z do p o -- FLOOR 1,1241 5f OARAOE583 sf N BASEMENT 1,406 sf ry PORCH 66 sf q LJ ° TOTAL LIVING SPACE 2,502 sf CONDITIONED FLOOR AREA 3,x08 sf (INCLUDES FINISHED FIRST FLOOR INFILTRATION VOLUME 42,583 cf - - a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTIC 4 BASEMENT) L IL FINISHED GRADE �:4 r< "�� d,L ie•.:-QCs � ,o (� I NIREX TO Iii ANI N55 g �— - - - C — — —I— I I I DRAWING No. COVER 4 ELEVATIONS A-I ELEVATIONS A-2 ® .DEQ: VEREU FEB 0 9 2011 FOUNDATION PLAN A-3 F I RST FLOOR PLAN A-4 F-1 — L-1 2nd FLOOR PLAN A-5� — Q.-.- -) - - - - - - - - - - - - - - - L - - - - -_J— � — J WALL BRACING 8 IROOF PLAN A_6 .r; r0 - - I — - - - - - - - - - - - - - - - - - - - - - ] — - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - � SECTIONS DETALS O0 dJ NOTES A-8 .�. TJO OI-DETAILS A-Q t- N oz � 0 oX FRONT ELEVATION 1= SCALE: 1/4” = 1 ft O (4 J (/ lu 07- Q I— p u- NW z d D- � lu 1I- 0 o� o IJ- o m DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A - 1 -j O N z I LL O Ll 11 1 H Li O tL w Z a O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 11111 #t N to dL iu rQ t ikV- - - - - - - - - - 11 H 11111 MINn, fila--� V V O } z z Q �zLd w -i T O--1 w d — FCiz Z !_ � LU z � Oz (L > tX W ® O x-- m � REAR ELEVATION � O � O> �d � SCALE: 1/4" = 1 ft q) N z Q Ll z Q Hill 12 ,t a�f i Vii: e g I + - .V45VERED FEB a 9 2021 Q O r 12 12 O e e 0 r QO e 8 °o z O � - - - - - - - - - - - � 12 - - - - - - - - - - -12 eI— LL —Ie 3: o r O z o Q IL Nt-- 0 0 E3 EE EE FEH— E3 EE E3 EE 0 4� El L] El E3 El0El < 4 a OL 17E:3-E3 0 -® o A _ d FL El El El Ll 00 ® 0 ow O � IL 0 m DATE: FEBRUARY 2021 REAR $ SIDE SIDE ELEVATION SIlDF— ELEVATION ELEVATIONS 50ALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A - 2 l W 235# ASPHALT -FA5TENER5 PER A STRIP FOR EAVES LESS THAN 240' ABOVE GRADE Z A-7 [R105.2.6] O No. 15 ASPHALT FELT UNDERLAYMENT[R905.1.1] - TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 2xa UG313P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [RG05.1.2] z (8507 i U O [R50 x 4" GALV. LAG SCREWS AT I6" O.G. STAGGERED 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 5LOPE5 11 1 V 2] 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 5LOPE5 V 1 71-6 1/2" STRUCTURAL PANEL SHEATHING [R803.2] 35'-0" 2'-0" 3'-6" R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION ILW 15'-0" 4'-6" 5'-6" 14'-O" 6'-b" 4'-6" I6'-O" SOLID WOOD BLOCKING Z N G. FTG ci 1 - - - - - - CEILING JOIST Q BASEMENT ENTRANCE STAIRSIxa WOOD FASCIA +._- _-"�'O'I--- --} I ✓ `" " DRIP EDGE 8" REINFORCED CONCRETE RETAINING WALL (2) 2x8 P.T. 6DR #k #4 REBAR AT 12" ON-CENTER EACH WAY - - J (_ DECK LATERAL G NNEGTION [R507.a. ] I I/2" GYPSUM WALLBOARD I _ SIMPSON DTT2 SOFFIT VENT GK INSTALL IAN MANU AGTURER'5 SPEGI IGATION L, STANDARD HOOK AND LAP INTO Ib" x 8" P.G. DOUBLE 2x TOP PLATE 1 ! VINYL SIDING, ATTACH THROUGH RIGID FOOTING. 2" MIN REBAR COVER (TYPICAL-2) �✓ INSULATION TO WOOD FRAMING PER AB ,/ MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ! � II" -75/6"R I cv ~ / I I AREAS AND TO RE515TT A MINIMUM 2b psF5 FOR -WIND O d O V j SUCTION LOAD (EXPOSURE B) OR 40 psfj - - - - -- - - - - - - - 1i (EXPOSURE G). - - - - - - - - - - - - - - - - - - - - - - - - r 3 " H ND I [R I I.-I a] GONG PLAT r 3°24 SLR 3°24 SLR ' AND STEPS N I R SE 5 - Op I EMERGENCY ESCAPE $ RESCUE OPENING I I �' /� A DRYwELL I I [R310] I I / "1/l a/' 1L PLASTIC HOU5ENRAP INSTALLED OVER FOAM INSULATION. INSTALL AND TAPE ALL SEAMS PER 4'-3" I L - 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R703.2] - - - - - - - - - - - - - - - - - - - - J L- - - - - - - - - I3o6e R-15 UNFAGED FIBERGLASS BATT INSULATION I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O - - - - - - - - - J - I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ GAP-HEAD NAILS WITH A MINIMUM /4 F_ - - - - - - - - - BASEMENT 311 � `i 4" P.G. SLAB PENETRATION;SPACED 12" O.G. PERIMETER AND tt I 2x8 PLATFORM I o ( R-13 2" GLOSED-CELL SPF INSULATION I6" O.G. FIELD. I I I I _ I cv (ALSO AT RIM JOIST IN SECOND GAS NATER HEATER ' A. O. SMITH i I FLOOR PLATFORM - NOT SHOWN) I/2" 5TRUGTURAL PANEL SHEATHING I I Q r GPVT 50 200 HI t CAPACITY = 50 of _ I I d I I I I NOTE: 9 I I 3/4 STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE HOLDDOWNS ARE N 3-I/2"m STL COLUMN I L- - - - 2x BAND JOIST NOT REQUIRED FOR x 6"x12"xI12" TOP PLATE I O z I I N 12"x12"x3/4" BASE PLATE 2x6 PRESERVATIVE TREATED 51LIL [UG2] m z I I I THIS PROJECT. ON 4'-O"x4'-O"xl4" DEEP P.G. FTG. L_ r z 0 I I I I w/#5 REBAR AT a" ON-CENTER EACH NAY I I N x(D FLOOR J015T5 O C� (TYPIGAL-4) - OVER 51 SECOPPER IATLE SHIELD d 2x8 [UG3B] P.T. LEDGER I 1 p I I 1/2"d> x 4" GALV. LAG SCREWS EXTEND SIDING TO WITHIN 12" OF FINAL cv I I OQ I I i I (3)-1.75x11.875 LVL GDR - AT I6" O.G. STA[RG5E0RED I II- 2x 0 - WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS _ -I- - (ENGINEERED DESIGN) DOUBLE FRAME r r - - - - r - - r- - - - I I AT 16'.. N [R403.1 b] AT STAIRS I MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT i I I I I I I I I m GREATER THAN 6 FEET ON-GENTER EMBEDDED [� Q I I I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE `J NEXGAVATED - - - ------ - -- -- - - - - - - -- --- -- -- - CELLS OF CONCRETE MASONRY UNITS. THE `l BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD �_ v -O OF THE WIDTH OF THE PLATE. A NUT AND (� BEAM POCKET I I I I I II I II I WASHER SHALL BE TIGHTENED ON EACH ANCHOR OL (T I P-2) 1 1� L � 1 L - - - - �+ 1 11 L J 1 11 O a'-6" L - - - - J 10'-4" 8-10 a-10 I BOLT. THERE SHALL BE NOT FENER THAN TAO m f- V BOLTS PER PLATE SECTION NITH ONE BOLT a - LOCATED NOT MORE THAN 12 INCHES OR LESS z t- w � Iv w m tU in O EACH END OF THEj THAN SEVEN PLATE SECTIONLT S (WALLS 244rINGHEs O^ v Z -131 z I I r o I I N TOTAL LENGTH OR SHORTER SHALL HAVE NOT � 4 a z [Q - J V 113 -4 w [Q i� V v I I _ I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE „r N D V 4 F O Z O O v' I I I GENTER SHALL BETHIRD ATTACHED OF THE TO ADJACENT 14ALL d W LATE SECTION AND Y i j �� li1K� 43� ' O I=fY I Q PANELS AT CORNERS A5 5HONN IN ITEM 9 OF Q Q N V S Q LU > p'U ®W d O I -7 I I TABLE 8602.311). M D_ z�- Q QL O tj Q 7 n R-11 BASEMENT WALL BLANKET INSULATION OL O yzozw 'x l oI I - - - - " mI I Im �� I P.G. FOUNDATION WALL r� 0 LL Q z-O Q CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z r w w BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY =" 00 I - - - - - - - - - -I AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL IL Li- d) I I i-8" P.G. FOUNDATION 5TEMNALL UPON cV I L - - - - - - - - - - - - - - - - - - - - - - - - - - _ m I I S I I Ib x a DEEP CONTINUOUS P.G. FOOTING I ( STORY [TABLE 8404.1.2(1)] O O EXPANSION JOINT r (Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I ,� � DECK I � - - - - - - - - - - - - - - - - - - - - � I o I - - - - - - - - - - - - - - I N Q ABOVE I - -- - - - - - - - - 4" P.G. FLOOR SLAB N I -I I 2x8 [UG3B] P,T. LEDGER POURED CONCRETE FOOTING l,��" ` r, err `^•;°•, I(2)-2x8 P.T. 6 � _ __ I 1/2"d) x 4 GALV. LAS 5GREW5 AT I6 O.G. ON UNDISTURBED SOIL [R403.1] tttttt '""•° STAGGERED [R501A] 6 MIL POLYETHYLENE FILM - - - - _ _- - - - - CONTINUOUS UNDER STEMWALL P.G. FTG 2] 2.. TYfi'i GSL NALL SECTION 22'-8" 7-4" 12'-4" 10'-0" SCALE: NTS 8 8" DEI:,VERED FEB 0 5 2021 4"x4" [UC45] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH(2)-#4 VERTICAL REBAR ON O 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH NAY, REBAR 4" ABOVE BOTTOM -I t- MAXIMUM SUPPORTED LOAD AT T IDE5IGN DEPTH = lak IN PRESUMPTIVE 2k BEARING 501L (TYP-6) O (ENGINEERED DESIGN) A i n r A-7 O IL D c O � FOUNrl ) cTI011 PLAN, 3: SCALE. I/4 - I ft Z Z O LL ~ LU O N o O STRUCTURAL DESIGN NOTE v < w U Z In accordance with the 2020 RGNY5; structural Q a �- v WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and X < -j No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and Q< OL �- WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: O 0 A UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON, WITH GRILLE 1) resist gravity loads, and U W B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 Sf U=0.30 SHGC=0.31 -22.0/-29.7 psf 120 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON, NO GRILLE JLL O r C UNITED WINDOW 3900 TWIN 3050V^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON, NO GRILLE 2) are not contained in the prescriptive: design O ILL O D UNITED WINDOW 3900 TRIPLE 3050VG^ 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON, WITH GRILLE provisions of the 2020 RGNY5 IL E- E UNITED WINDOW 3900 203iOVG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 Sf U=0.30 SHGC=0.28 -26.0/-35.1 psf 120 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON, WITH GRILLE y F NOT IN PROJECT F were designed in accordance witlh iO G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 with 2018 supplement. O H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GiRILLE(BASEMENT) Structural elements such as Halls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sq 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfi CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS I) resist wind loads, and DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 Sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN $ N THERPAA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 Sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNY5 TYPICAL WALL SECTION 0 CUSTCM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 NIA N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RiGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE -1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-sf] where such elements occur plans, ithe in the y ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 p are annotated "ENGINEERED DESIGN." A == 5 F -7 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION CODE OF NEW YORK STATE 6'-4" 10'-8" 10'-8" -►'-4" V R101.5 COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 EG1,GNY5. Both RE5check N.S. MAJESTIC, QUARTZ 32 DIRECT Department of Energy) and REM/Rate (Norelco) computer A-� - Z software was utHltze to demonstrate compliance. All VENT GAS FIREPLACE. Z -�, INSULATE 4 AIR-SEAL ALL 0 mandatory provisions of the 2020 ECCGNY5 - Residential WALLS, GEILINe AND FLOOR OF THE CHASE. IN51DE WALL V Provisions are In force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD 5TEP5 5URFAGE5 SHALL BE max' R105.22 WRITTEN STATEMENT: To the best of my knowledge, FUTURE 50LAR ELECTRIC INSTALLATION [TIO3.a] SHEETROCKED AND TAPED. CLOSED-CELL SPF belief and professional judgement,these plans comply with the WALL SHIELD AND CEILING IL Ener Code,. Furthermore,as a RESNET certified rater (LD. FIRESTOP5 SHALL BE CAULKED _ __.___..._r•____ - - Energy DECK WITH CAULK HAVING A 300° F W No. 211, 1 certify that these plans comply with the Home ATTIC, PATHWAY FOR 50LAR ELECTRIC, [TIO3.8] -'' Energy Rating System (HERS) program. A signed certification INSTALL 2VERTICAL SCHEDULE 80 PVC, Z CONDUIT S - --_ _-__- - -- of compliance with the HERS program (HERG) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU"m GS 5/4x6 DECKING MINIMUM CONTINUOUS EXPOSURE RATING. GOA�CIAL VENT HA N of the constructed building to demonstrate compllane. OR GAPS AT EACH TERMINUS [E39,02.3.2]. O OUTSIDE COMBUSTION AIR INTAKE. Z GYPSUM BOARD B N R301.1 CLIMATE ZONE: 4A Suffolk,NY O I ----- 36"GUARD [R312.1] 3030 ------- O � � CONTINUOUS BEAD OF SEALANT R4042 COMPLIANCE: This project complles with 2) Section R405 C_______ ____ -------------------------- Simulated ________________________Simulated Performance Alternative,and therovisions of I I i I 6068 SLDR 6°68 SLDR (2)-3050 GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." DW i (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR # Mandatory requirements: _� BASEMENT ENTRANCE I TJ-____L_-----_L__ J III R40r.3 CERTIFICATE: Bullder to post per Code. `t DOWN -> O r----- L LINE ABOVE - ' CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be ested 4 verified to 3 I I I SII I WALL LINE ABOVE `i O PL TE Ht. " A F LA H . Q'-I" ASF I I I z z i I I O SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. R402.42 FIREPLACES: Facto' built with UL 1277 doom. --I ----------------- ---� ui uI �----J lL_- R402.4.3 FENESTRATION: See window/door schedule - '- i CONTINUOUS MINIMAL KITCHEN EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCE-5: All room heating andccl(6 i UNIT PERIMETER hot water heating appliances to be direct vent with both - 23'-4 1/2" - �'-O I/2" I 1 O o Intake and exhaust pipes Installed continuous to the m _ I O Q :------ I N O( j 4 outside. ' 31/2" WINDOW UNIT R402.4.5 RECESSED LIGHTING: IG-rated and labeled as `b tL = I i Q N ® - having on air leakage rate of not greater than 2.0 cfmI per Code. = o N i 7-0 I s -7 O I N Q 1� __ > tV R402.5 MAX. UI-FACTOR 4 5H6G: See window schedule. ---------------� N w I I I I- i N O FAMILY ROOM I� R403.1 CONTROLS: See plans for thermostat Information. m I 4'-3" IV 1Z I R403.3.2 DUCT SEALING: All duct joints shall be o d ul I _ I-_� I_. IQ , 1 _ c\v f ! mechanically fastened and sealed with duct masticI I - I 11Z 1 z I CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. 1 j C7ARA�7E -� -I I I rn I EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING, A duct air-leakage test Is not I f- 5" P.G. SLAB I"-3 I/2" I I I Iw �I I UNIT PERIMETER required under exceptions I and 2. pl Q PITCHED TO DOOR r - ' I F i i �I r NOTE. cl'-O" CEILING HEIGHT wI 20 cfm CONT. TO ERV j R403 3 5 BUILDING CAVITIES: Framing cavities shall not be _ I I 1 THROUGHOUT FIRST STORY 1 [MI505.4] V J Q n R used as ducts or plenums. N 1 O I I I I i u� I IL L____J • r- y / R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate cul cv �? Q F F Qmechanical system piping carrying hot water to on I x 25 cfm CONT. - - R-valve of not less than R-3. N I I _ x I I R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION iv I r 2"6" 2868 Q 1� u)1 SMOKE 4 C.O. I WALL LINE ABOVE--I a e TO ERV I SYSTEM: Not In project. O i HEAT DETECTOR - O [Mi505.4] DETECTOR (TYP) 2 6 ' Ell 0 O iv CONTINUOUS BEAD OF I SELF-CLOSING 20-min I= 7" x 1" PSL COLUMN r 1 a a R403b MECHANICAL VENTILATION: ERV continuous rn I i ® u� _ SEALANT F.R. DOOR[R302.5.IJ (2)-1.-15 x 11.875 LVL N - : ventilation system specified In the plans exceeds the I FLUSH HDR m .� I ® ® PDRx 0 m minimum efficacy of 1.2 cfm/watt. I C� S (2)-2x10 _ --------------J = I R403.1 HVAC EQUIPMENT. Sized In accordance with AGGA `� - i L- _ -_ (4)_1.75 x 11.8'15 LVL FLUSH HDR _ (2)-1.-75 x 11.9,'15 LVL FLUSH HDR_ HDR Manual J and Manual S. in -- __________ __ , m -- -- N (3)-1.15 x I6 LVL DROP HDR-- __ -_ l (ENGINEERED DESIGN) - GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS. Not applicable N = I I (ENGINEERED OESIGN) BEARING WALL 2868 R403A 5NOW MELT: Not In project. iv (ENGINEERED DESIGN) - I 2- 3/4 ® BATH R403.10 POOLS AN SPAS: Not In project. _______________ l Pro I TECHNOLOGIES S 2468 - CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not in project. GL 1 MODEL 'T-705 I I' 1 ADHESIVE p j I II 20 cfm CONT. TO ERV R404 LIGHTING: Builder to Install high-efficlency lamps In at i v O -SII PROGRAMMABLE --- least cIO% of permanently installed fixtures. I I N ' w THERMOSTAT [MI505.4] ---���--- p y i INTERIOR GARAGE WALLS: _ II v CONTINUOUS BEAD OF I I R-15 BATT INSULATION `V 2x10 STUD WALL AT 24 O.G. ° _ ° ° O v ) SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE= This method was I y�" GYPSUM BOARD �o I 2, „ 0 = HVAC R.A.G. CHASE J -c\v _ F N X j used to show compliance with the Energy Code. REM/Rate p I I - N Q O I FOYER - : N software was used to model the build) erformace - see $ I I � �O I OPEN TO ABOVE _� - -'---... -- - ---- -- -- --' ng P _ I GARAGE CEILING: m Q O �J Q 2020 IEGG Energy Cost Compliance report provided with N I O I o Ys" GYPSUM BOARD m L4 8 = BEDROOM 4 - 2" CL05ED-GELL SPF Permit Application. RE5check was used to model the building cN I I - 2 b x � p App g dJ i Q [TABLE R302.6] I I m DINING ROOM o o performance based on national standards - see RECcheck ! - (n� Compliance Certificate and Inspection Checklist provided with �) I I 311/2" „ -li m m l�- `p O - Permit Application. (2)-1.15 x 11.815 LVL FJ u- I 12-5 i I 10-3 I/2" J J-1 I I UNDER SECOND STORY WALL it PANTRY ~1 1 O N ~ 3 I/2" 3 I/2ZZ " W cv m '� 12'-5" 5'-2 I/2" ' J l-J v z W Z I CONTINUOUS BEAD OF I III tr - - O W v ti __J 1-4 _ _ --------- }: Q d) - IX l SEALANT ------------- _ _ ----------� 3°68/(2)-01068 SL i= - dJ Z W t-F- I , ', y I j GYPSUM BOARD - _ O (� I� �-- ' r- O Z `` 22-11- Z cV m -_----- WALL LINE ABOVE - m LU PORGH -- ---------� 2468 I 1L z LU (3)-3050 5/4x6 DECKING (3)-3050 I W W ® O CONTINUOUS BEAD OF O 3°5° 0 3°5° (2)-I.-lS x 11.875 LVL HDR (2)-1.15 x 11.85 LVL HDR p� (y J m Q� < ') SEALANT 4x4 P.T. P05T } Q r7O (TY 2) O (�/ ,n 0 6 Q Q CONTINUOUS MINIMAL PLATE Ht. 8'-5" A5F PLATE Ht. cl'-I" A5F iL- V I ry z Q i, I EXPANDING FOAM AT WINDOW UNIT PERIMETER -- -- -- - WOOD STEPS Z I I WINDOW UNIT (OR WEATHER-PROOF DOOR) (� 3. 6 4' 10-0 6 4 6-6' 6-6' (2)-2x12 UPSET HEADER 6 6„ 12'-0" 2-p l-1 1I � '•..,uwl xfr'gA tl CONTINUOUS MINIMAL ' _ 22'-&" 1-4 131-011 101-01118,-6' EXPANDING FOAM AT WINDOW 4 UNIT PERIMETER 11-6 -. !`�tYc�� + •� ;`_ :r'y ! r. AIR SEAL 1110 NOTES �`` TABLE R402.4.1.1 .2024 • f "" e,♦ 1 t ' = AIR BARRIER AND INSULATION _� I (,a���r , f � �;-��• INSTALLATION !� CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA SEALANT ` A continuous air barrier shall be installed in the building envelope. Air-permeable Insulation shall not be used as A-7 .f .,.� • General requirements The exterior thermal envelope contains a a sealing material. DE VERED FEB 0 5 2021 GYPSUM BOARD continuous airbarrier. CONTINUOUS BEAD OF Breaks orjoints In the airbarrier shall be sealed. ADHESIVE The alr barrier in any dropped ceiling/soffit shall be 1 aligned with the insulation and any gaps in the air FIRST FLOOR PLAN Q I1 CONTINUOUS BEAD OF barrier shall be sealed. The Insulation In any dropped ceiling/soffit J Ceiling/attic shall be aligned with the air barrier. 50ALE: 1/4" = 1 ft O >` SEALANT Access openings,drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. f- � Cavities within corners and headers of frame 2" CLOSED-CELL SPF Thejunction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavitywith a material having a thermal ILCIL t resistance of R-3 per inch minimum. Q O Walls The junction of the top plate and the top of exterior m walls shall be sealed. Exterior thermal envelope insulation for O 3 O 1 -- - - ---- ----- framed walls shall be installed in substantial '..:.....,i.,,,,.. Knee wails shall be sealed. contact and continuous alignment with the air Q .� barrier. Lo 1 !? The space between window/doorjambs and O V = r O - Windows,skylights and doors framin ,ands ll hts and framingshall be sealed. �[ GONTINUOU5 51LL SEALER Rimjoists Rim joists shall include the air barrier. Rim joists shall be Insulated, l l -- FULL WIDTH OF SILL Floor framing cavity Insulation shall be F installed to maintain permanent contact with F- t the underside of subfloor decking. Z Q 11 FOUNDATION WALL Alternatively,floor framIng cavity insulation1- j%;; ',I Floors including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the top side of i and floors above garages. edge of insulation. sheathing orcontInuous insulation installed V ///--- CONCRETE SLAB on the underside of floor fram Ing;and J V < Q Z / extending from the bottom to the top of all STRUCTURAL DESIGN NOTE II _, erimeterfloorframin members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided QC :.�I - Crawl space walls covered with a Class I vapor retarder with Instead of floor insulation,shall be In accordance With the 2020 RGNYS; structural Q Q W �- < V _1 overlapping joints taped. ermanentl attached to the walls. elements such as engineered Wood, steel and 0. < Ductshafts,utility penetrations,and flue shafts steel/Wood composite columns, beams, headers and Q j� Shafts,penetrations opening to exterior or unconditioned space shall be Sealed. girders that: ~ N N Batts to be installed in narrow cavities shall be cut to fit or narrow Cavities shall be filled V J V l Narrow cavities with insulation that on installation readily I) resist gravity loads, and W conforms to the available cavity s ace. _l LL Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O w 0 Garage separation and conditioned spaces. Recessed light fixtures installed in the building Recessed light fixtures installed in the provisions of the 2020 RGNYS I NOTE: IT 15 THE INTENT TO PROVIDE FOR A Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight O CONTINUOUS AIR BARRIER ALIGNED WITH THE surface. and IC rated. Were designed In accordance With I... O THERMAL ENVELOPE. THIS DETAI_ SHOWS m TYPICAL METHODS OF AIR-SEALIUG U51NG In exterior walls,batt insulation shall be cut AN51/AWG NDS-2018 with 2018 supplement. O VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring Insulation that on installation,readily Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUCH AS conforms to available space,shall extend CANTILEVERS AND 5TAIRWELL5, SHALL BE behind piping and wiring. SEALED IN A SIMILAR MANNER TO PROVIDE FOR The airbarrier installed at exterior walls adjacent to at. A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wall showers and tubs shall separate the wall from the Exterior walls adjacent to showers and tubs THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. shall be Insulated. I) resist Wlnd IOads, And DATE: FEBRUARY 2021 The airbarrier shall be Installed behind electrical Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive desi n boxes shall be Installed. p P 9 FIRST FLOOR HVAC supply and return register boots that provisions of the 2020 RGNYS PLAN AIR �� /l J-..( I `��+ ��T�I J...✓ HVAC register boots penetrate building thermal envelope shall be sealed f-� (� to the subflo building t covering eor nvelope s penetrated were designed In accordance with ASCE '7-I6 wind bv the boot. SCALE: 5/4" = I ft Where required to be sealed,concealed fire provisions an acceptable engineering practice. sprinklers shall only be sealed in a ma d fire at is DRAWING NUMBER Concealed sprinklers recommended by the manufacturer. Caulking or where such elements occur in the plans, y other adhesive sealants shall not r. used to fill the are ver fates and Ovalis annotated "ENGINEERED DESIGN." A - 4 volds between fire sprinkler co p or ceilings. A A-7 Z O V z 4-i'-10" O 1'-10 1/2" 3'-6 3/4" 14'-2 I/4" b'-4" 6'-4" W O N r------------ I I O I I I il._ I I I I — I I Oi HAZARD GLA INC [R30b.4] O (2)-3°5° O r------------------------ -------- ------- —1--- I WALL LINE BELOW LL i Oi �p 2x8 GJ AT 16" o.c. 404° PIG 0 ' I 4°4° PIG I W-1.15 x ]1.8-15 LVL FL HDR ------------------------ ------------ - - I -!'-O I/2" (ENSINEERED DESIGN) DOUBLE WALL STUDS • i -m 3 1/2" 3 12ro v v BEDROOM 3 m -6" 2-5 1/2" oO w 2x8 PLATFORM - - I 0 o" _ 20 cfm CONT. w BATH �m lI mcv - TO ERV N --I [MI505.4] : N § I m WHOLE-HOUSE MECHANICAL VENTILATION [R403b] 2468 v I r M BATH 3'-l0" i LENNOX HEALTHY CLIMATE ERV5-1"15-TPD ENERGY RECOVERY VENTILATOR 4'-0" - I- __ 20 cfm CONT. 4'_2 I/2" I 8'-0" G Ht INSTALL ERV UNIT IN CONDITIONED ATTIC. I I --- x Pro I TEGHNOLOOIES I TO ERV _ N MODEL T105 I O ---------- DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. I I z z i [M1505.4] N PROGRAMMABLE O m I =I I Q I m m THERMOSTAT I ----------, ----I Q m i m I I SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ---------- e I _--------� INSTALL IN AN ACCE551BLE LOCATION ON A 2nd STORY WALL. j _ -------- 2`60'0' 28'6" 2 6 LIN 36"GUARD[R312.1] i i STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" d1a. DUGT5 IT <T 2468 ® r — — —JI C❑ I I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 651-07 �— — —� IA.G. REl 1RNI �i m SMOKE a c.0. HALL 2868 2"(0 I i „ HVAC EQUIPMENT IN ATTIC N m DETECTOR(TYP) o I I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dla. DUCT OAS OR PROPANE FURNACE: LENNOX ELI66UHO70XE36B SLOPED x �— — J I STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. j GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201846570 CEILINCG (2)-2x10 _ — (2)-2x10 ;p I - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL I5N48 I HEATING GAP: 64,000 Btuh;AFUE = 66.1 -1 HDR HDR (2)-1.-75x11.875 LVL FLUSH HDR - (3)-1.75x11.875 LVL FLUSH I iv -------- -------- ------- __ ALL DUCTS INSULATED TO R-4.2 ®- a INDOOR COIL: LENNOX GH35-308+TDR N 2868 BEARING WALL 2868 - (ENGINEERED DE510N) (EN5INEERED DESIGN) Q 7I RIGID IN5UL 5Y5TEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [M]505.4.4]: Z j OUTDOOR UNIT: LENNOX MLI4XCI-036-23OG;AHRI 203374660 ON ATTIC N / V j m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM 12" x 12" AIR 36" GUARD [R312.1] X AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. I COOLING GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR TRANSFER GRILL S m INSTALL IAW MANUFAGTURER'5 SPECIFICATIONS z i x 2844 LAUNDRY IN GEILING L — —'jLU to Z to 11-11 2x10 STUD WALL AT 24" 0.6. MA5TER BEDROOM p t V z w Z _ HVAC R.A.G. CHASE 6 6' Ht TRAY GEILINO ti W.I.G. }_ Q Q Z (Y DRYER EXHAUST O p - O -1 w DRYS W - � j [MI502] A5HER OPEN TO BELOW m Z W < — OZ O � d1 � 0 N BEDROOM 2 � m 3 1/2" 3 1/2" � o o < Z � w w � �W rb0 I/2 IO-O N 2 3 I Q- d-1 :- ----------- O O I O I NU7 I N D—UBLE--WA- LL STU-DS OQ <Q�> < 042 EEBROWPI51N 31/2"OG "V\ I W.I.G. 2668 12'-5" 4 o (2)-1.75 x 11.875 LVL HDR __ (2)-3°5 WALL LINE BELOWr (ENGINEERED DESIGN) N L-----------------------------------------------------------J � - ? (2)-3°5° m O - -WALL LINE BELOW I I O I I ------------------------- L----------------------------- ----------------------------- ------ ------- J per:Yµy^�ttr'{ 'i�����•e ------- -- --- - ,w .�,.� i;: ,vim,,` , �a F ��'a•r b'-6" 6'-6" 6'-6" 2'-b" ,r v' 61-411 0-011101-00131-0115'-b" 47'-l0" .0ELWERED FEB 0 9 2021 SF-SOND FLOOR PLAN A A SCALE: 1/4" = 1 ft O A-� O in O 0 O O o em ® OTM =no� p Z Q 0 ~ SOLAR-READY LU p O E-- P CERTIFICATEN O U P U- O This home has 5TRUGTURAL DESIGN NOTE U Q Lu- Z incorporated features at k v the time of Initial In accordance with the 2020 ROWS; structural <1 �— construction to enable the elements such as engineered wood, steel and X < —( installation of solar steel/wood composite columns, beams, headers and X< �jOL electric. girders that: ►- 0 N The solar-ready roof o 1) resist gravity loads, and -V w zone is shown on this < �L construction plan excerpt 2) are not contained in the prescriptive design O s O GUi and is free of U I T provisions of the 2020 RGNYS IL �- obstructions that would O limit placement of solar were designed in accordance with m panels. ANSI/AWG NDS-2018 with 2015 supplement. O Plastic conduit for future Structural elements such as Halle, and en I n fenestration electric wiring has been that: installed through walls at the locations shown toDATE: FEBRUARY 2021 facilitate the installation I) resist wind loads, and Of wiring between the 2) are not contained in then rescrl tive desig 2n R electric SOLAR-READY service panel and provisions of the 2020 RGNYS PLAN roof- mounted solar panels. ROOF ZONES were designed In accordance with ASCE `i-16 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® ® ® ® ® ® where such elements occur in the plans, they are A - 5 annotated "ENGINEERED DESIGN." CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] i I BNL A BWL B BNL G BWL D Z -4" --- BWL I -------------------- _ - .., I 00 121-211 I i r 2' S" J WALL LINE BELOW ROOF BELOW .i I 1 0 2x10 R M + o, 3 - ROOF BELOW 3 - is , 2x10 RR AT 16" o.c. R AT I ., f I ry I - 0 l .: Q mI - r , _ ROOF LINE <..�' p x N Q I / I N Q f i � f � 111 w OL 171 , IL - -- ✓-_ ! I " ` r , ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.81 _ } ' -- I`' INSTALL 2"dD VERTICAL 5GHEDULE 80 PVG - - - CONDUIT THROUGH ALL WALLS TO ATTIC I r x6 RR i TEMPORARY PLUGS OR GAPS AT EACH TERMINUS l% I o [P3802.3.21. !i.i_ j; � o - J N ~ - ------ -- Q -.. - -_ ACCESS ROOF i I Q 1: O I 0 I it `J � I 1 , f-.. a 1 lI I J. P�GGE55 ROOF. . � ! �/ 1.15 x 14 LVL STRUCTURAL RIDGE x i POST RIDGE DOWN TO BEARING N 2x12 RIDGE WALL AT 12'-0" ON-CENTER OR LE55 2x12 RIDGE, 21-011 2'-O„ -EXTEND RIDGE TO $ � BWL 2 ---- ----------- ---------- _:_ -.- r'. == - ---- ROOF BELOW i i. I BEARING WALL AT p i - 3_6 3_6 I y i, , ?, I ALL VAULTED CEILINGS `o 6-411 o ' 3'-6" SOLAR-READY ZONE [TIO3.51 o PROVIDES 36" WIDE ACCESS PATHWAYS 10 FROM EAVE TO RIDGE WHERE 5HOWN t�J [R324.61. THE SOLAR-READY ZONE SHALL Q REMAIN CLEAR OF OB5TFZUGTION5 SUCH AS .p O (Y VENTS, ETC. [TIO3.4] v Q �C p x (TYPICAL-3) ;. N N -� 2x6 RR AT 16" ox_; r i X S GON17 STOfi�Y �3NL. FLAN - 2x10 RR AT .c. 2x10 RR AT .c. SCALE. 3/16 - 1 ft a..._... .,.._.. - " WALL LINE i 2x10 RR AT 16" o.c. � 2x10 RR AT 16" o.c. x.,.. . �+ PORCH ROOF BELOW Q WALL LINE I 1J--1 th m Z p ROOF LINE N Iv tu z" zz TABLE R802.5.2 RAFTER/CEILING JOIST HEEL Z -� z w JOINT CONNECTIONS a,b,c,d,e,g Z o z 10 Z Lu Z GROUND SNOW LOAD(pst) 13 > ui ® u ORF PLAN�l RAFTER RAFTER 20f 30 � O � �} 0� 7- BwL E BNL F BwL O SLOPE V q) N O Q Roofs an feet BwL H SCALE: I/4" = I ft SPACING p (feet) O V � Q (inches) 12 20 28 36 12 20 28 36 Q p L1 Required number of 16d common < 22'-4" 7'-8" 38'-6" ' nailsa°b per heel joint splices',a,e i-1 ' I - Z I I ' 12 4 6 8 10 4 6 8 11 ' 3:12 16 5 8 10 13 5 8 11 14 • I a BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 Q 4'-4" I 12 3 5 6 8 3 5 6 8 ' Adjustment Factors Table R60210 { ) (p.187) 4 12 trot"i'lf.p•.pR - - - - - - -- Upper Story 16 4 6 8 10 4 6 8 11 x•,. �"�f. m �u , . 1 U 24 5 8 12 15 5 9 1,2 16 I- I------------------------ -------- Numbered Lettered 12 3 4 5 6 3 4 �.,.;^t. BWL 3 -- -------------- -:-- ! __I -- --�- -- Wall Lines Wall Lines Comment 5:12 16 3 5 6 8 3 5 7 9 - � i 24 4 7 9 12 4 7 1 i0 13 +I�,:�•F z: Exposure Category 1.00 1.00 Exposure B; 2-Sty 12 3 4 4 5 3 3 5 ;1'f` f`�'A`1ry1,�•ar,,': -' Roof Eaw-to-Ridge Height 0.98 0.98 9'-8"; Roof Only - Wall Height 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 S 6 _ 10'r- m ' �` 24 3 5 7 9 3 5 7 9 I in Ntnnber of Braced Wall Lines 1.00 1.45 2; 4 Q,12 3 3 4 4 3 3 3 4 Additional 800 Ib Hold Down 1.00 1.00 N/A ,iVE� � FEB Zfl2� - - _ - I I � � YYri I Gypsum Board Fastening 1.00 1.00 NIA 9:12 16 3 4 4 5 3 3 4 5 I ' - Wind Factor Total 0.8$2 1.279 24 3 4 6 7 3 4 C 7 °j 1 5 12 3 3 3 3 3 3 3 3 � 12:12 6 3 3 4 4 Braced Wall 140 mph Total Bracing 24 3 4 4 5 -` Braced Wall Bracing Wind Factor O ! Line Spacing Required Required Length Status O r Line Method Total For SI: 1 inch=25.4 mm, 1 foot=304.8 mm 1 pound per tr I u� r I (ft) Bracing (ft) Bracing Provided (ft) P square foot=0.0479 kPa. O �- N WSP 27.08 7.27 0.882 6.41 17.67 OK O a. 40d box nails shall be permitted to be substituted for 16d ' m - -- 2 CS-WSP 27.08 6.42 0.882 5.66 24.33 OK 0 z O r� common nails. 13 A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailing requirements shall be permitted to be reduced 25 d1 O g q P � vm B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. o 1!1 c. Heel joint connections are not C GB 12.96 G.83 1.279 8.73 26.08 OK J required where the ridge is - ' _ D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by aload-bearing wall,header or ridge beam. i d. Where intermediate support of the rafter is provided by - O (3 z vertical struts or purlins to aload-bearing wall,the 0 O 'd- - I tabulated heel joint connection requirements shall be O iWQ I- �' - I - Wind Adjustment Factors-Table R602.10.3(2) 187 permitted to be reduced proportionally to the reduction in u 0. I- N X o Lower Story span. W •`� W Z e. Equivalent nailing patterns are required for ceiling joist - _ Numbered Lettered Lettered gP q gJ U - a to ceiling joist lap splices. � V -� ---- -------- - - --- - ------_--- 2 6'----- 2-6 ,------------- -I-- --- Wall Lines Wali Lines Wall Lines Comment of 20Q Q < BWL 4 -- - -�` -` Exposure Category 1.00 1.00 1.00 Exposure B g Tabulated heel Jloint connect o nrequirements assume I- -1 f - - - - R1 Height I Roof Eave-to- 'd a Hei h 0.98 1.00 0.99 9'-8", fly-o"; 9'-8" Q Q 9 that ceiling joists or rafter ties are located at the bottom I 4'-10" �'-O" 4'-10" I I , �� ' Wall Height 0.98 0.9$ 0.95 9'-8"'; 9=8"; 9'-0" of the attic space. Where ceiling joists or rafter ties are _ 7�77 P. Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection v w I l,.l.............._._...,,__„_..__.__..,_.__.,...,,,.,._..._-.__.».._.,_..... ' Additional 800 ib Hold Down 1.00 1.00 1.00 NIA requirements shall be increased by the following factors: aL L 0 ----------------- ----- I Gypsum Board Fastening 1.00 1.00 1.00 N/A O w Wind Factor Total 0.960 0.980 1.223 HC/HR Heel Joint Connection Adjustment Factor L GARAGE DWELLING 1/3 1.5 N N 1/4 1.33 m Braced Wall 140 mph Total Bracing 115 1.25 -a Braced Wall Bracing Wind Factor 1/6 1.2 FIRST STO�'Y BNL_ FLAN Line Method Line Spacing Required Total Required Length Status ftBracingft BracingProvided ft 1/10 or less 1.11 SCALE: 3/16" = I ft ( E ( I ( � DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.50 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING +t F-GAR GS 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the ttop of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK m ROOF 1 --------------------------------------------------i 2x EXTERIOR WALL z I> i O I I z - - � —� - - - - - - - - - - - - - - R-30 BATT INSULATION p j STUD TO FLOOR J0I5T I 51MP50N COIL STRAP �•---I------------------------------------------�---I------------------------------------- (4)-8d NAILS AT EACH END Q CEILING ------------------}------- ---------------------------t-------------------------------------------------------1 LAUNDRY FAMILY BATH MASTER BATH 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ I I I — �- I — — — — I I 2x RIM BOARD 1 I - - - r- - - - -�- - I I - -- -1 - - - LL - - - - - - -1 - - - - -1 I W >1 I I > � } 1 >I I I > I ? I ? I } 1 > in I u�I I I I I :n I u� I u� I GANTILEVERED FLOOR J015T z - - - 1 - WG - - - - - WG - I I TTJ al I WASHER I I I I LAV. I I I LAV. I LAV. I I I I TUB I I I TUB I I I 6SOFFIT " OSB d VINYL Q L FLOOR JOIST TO WALL: N SHOWER I I 0 51MP50N H2;(5)-Sd NAILS TO FJ $ (5)-8d NAILS TO STUD # Q 2nd FLOOR I ( I I 1 j 2x EXTERIOR WALL - --- -----------------------------------------------------------a ALTERNATE WHERE FJ/STUD MISALIGNS: -------------- -- --- ------- 2' W --- 3 w-------- 1-1/2--- ----------- I-I/2 W--- I-I/2 W 2 W --- 3 W 2 W I I i n u u n u u u 2 W I I G.O. 2" 1"I 3" W I I G.O. 2" W I FLOOR JOIST TO PLATES: G.O. 2" IN 3 W I I SIMPSON H2.5;(5)-8d NAIL5 TO FJ,(5)-8d NAILS TO PLATES ------------------------- --I------------------------------------------ --I--------------------------------------------------------------- --------------------------------- J PLATES SIMPSON HH STUD: CEILING l i 2.5;(5)-8d TO PLATES, (5)-8d TO STUD — _. — _ _ _ KITCHEN — — — — — _.— — POWDER BATH _ _ I 2x ROOF RAFTERS AT 16" O.G. O USE &ALV. HURRICANE TIE BETWEEN >1 >1 >1 >T >� } i EVERY RAFTER AND THE ROOF BEAM l�— 1 I I I DETAIL AT FLOOR 2x GEILIN6 JOISTS AT 16" O.G. V CANTILEVERS � SETBACX5 HEEL JOINT CONNECTION (A USE (3)-Ibd NAILS AT RAFTER �UA WG I WG I V/ 3 KIT SINK � I � � I Dyy LAY. LAV. I SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) UG3A PRESERVATIVE TREATED I ASSEMBLE P41TH 10-d NAILS TUB 12" O.G. STA66ERED ALONG LENGTH I I I 1st FLOOR I VENTED VINYL SOFFIT 1x8 TRIM BOARD ----- -------- - -- ----------------------------------- -------- I G.O. 2' W UPLIFT CONNECTIONS: 0518 6ALV�. GOIL STRAP G.O. 2.. I i 2" W I-I/2" W 3" W I-I/2" W 3" W G.O. 2.: yl 3„ W 2"W USE (2) AT EACH POST, TOP $ OTTOM ----------------------------- ------ 3' W I B 5/4"xb" DECKING (4)-IOd NAILS AT EACH END ----------------------------------------- -------------y PERPENDICULAR TO JOISTS CEILING C O 4„ W (2)-Sd THREADED NAILS OR -�IF,A.I. (2)-No. 8 WOOD SCREWS AT 4' W 4" W r — �' — 4x4 WOOD COLUMN 4, EACH 5UPPORTIN6 MEMBER I [RSO7'1] UG3B PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM' I I FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF 10>d NAILS i='LUM�-3 I NORISER I�IOfi� M / I UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] _/ I TO APPROVED SCALE: NT5 HOUSE TRAP i SANITARY 5Y5TEM GRADE 4x4 WOOD P05T BASEMENT FLOOR I UG3B PRESERVATIVE TREATED PB44 HOT-DIPPED &ALV. 1�- P05T BA5E ANCHOR m to Z � 12"(P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 Z v W z VERTICAL REBAR ON Z Z <,t Z v- 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 [Q — W ZT O W REBAR EACH WAY, REBAR 4" ABOVE (� Iv )-- d Q Z TYPICAL ROOF R-3a BOTTOM (� LU O Z I-z ASPHALT ROOF 5HINOLE5 OVER 15# FELT OVER < OL (® O " STRUCTURAL PANEL SHEATHING OVER - I GSL fi=Ofi�G DT I L Q✓_ <} Q 2x10 RAFTERS AT 16" O.G. 1.75 x 14 LVL STRUCTURAL RIDGE R-3q b" THICK GLO5ED-CELL SPRAY POLYURETHANE FOAM (5PF) WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NTS p x z (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] N zO Qn Q ROOF TENSION STRAW: 12NRAF � Q � 3 10-d COMMON NAILS AT EACH EN OP 8 AFTER O D STRAP � Z I . I . 2x4 COLLAR TIE GABLE WALL INSULATION AT 48" O.G. (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XPS CAVITY: R-13 2° sPF SEALED ATTIC INDI t GTLY CONDITIONED •• (BEYOND SECTION) EACH RAFTER 2' SOLID n. +,• . �,1�J • '� WOOD BLOCKING 2x8 GJ AT I6" O.G. SMOKE $ G.O. ® ®DETECTOR IN ATTIC III h 1-1/4" WIDE 20-GUAGE s J RAFTER TO STU17 • GALVANIZED STEEL STRAP `��. '•u'*�' � ,` �s,e° TYPICAL EXTERIOR WALL R-20 NOTE: ALL DUGT5 SHALL BE EACH 51DE OF WINDOW AND WRAP STRAP OVER RAFTER LOCATED IN THE ATTIC, 1/2" GYPSUM 1'-O" DOOR OPENINGS. INSTALL 2x4 STUDS AT I6 O.G. INTERIOR SECOND STORY BOARD FINISH °'..;.•E' " ""` STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 50LE PLATE WALL CAVITIES AND SECOND PLATES TO JAGK STUD. _ ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN 10) FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW1.�1(ERE� FEB O 2021 IAN MANUFACTURER'S SPECIFICATION R-15 UNFACED FIBER&LA55 BATT CAVITY INSULATION If) DUCT INSULATION IN ATTIC. - - WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION � z HEADER = LENGTH ABOVE OVER 1/2 STRUCTURAL PANEL 5HEATHIN6 GS-W5P Uy BOTTOM OF HEADER HALL LAUNDRY W.I.G. N Q r " N p - BEYOND SECTION (2)-1.75 x 11.875 LVL � O = d)- ttn DOUBLE-FRAMED STAIRWELL ( 3/4" 5UBFLOOR p lYP) _ 11.875 TJI-560 FJ AT 16" O.G. R-13 2" CLOSED-GELL IL 1L T' ro 5PF AT RIM J015T pj p Tr_ w OZ TYPICAL INTERIOR WALL I I Z O 3 O 2x4 STUDS AT ib" O.G. I (2)-1.'75 x 11.875 1/2" GYPSUM Q � p l \ MALL STUD TO MALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATS I I LVL FL HDR BOARD FINISH e < STRAP OVER OR UNDER SHEATHING Y2" GYPSUM WALLBOARD ON BOTH SIDES O V O (4) 8-d COMMON NAILS AT EACH END OF STRAP p SEE WIND GOMPLIANOE PATHWAY NOTES ON SHEET 8 Ist FLOOR PLATFORM WOOD FLOORING OVER R-13 2 GL05ED-GELL SPF Zx8 PLAT 314" AT RIM JOIST TENSION ST-'AF I NC FLO PLYWOOD T 16"OOR a _ ' O' < 0 ^I /�`G J1_J p 2 x 12 FLOOR JOISTS AT Ib" O.G. I I QT Y `4LL ON I NL/.J _p Y GR05S BRIDGING AT MIDSPAN HALL PANTRY r SCALE: NTS N ktL I/2" GYPSUM ARDI I to w 2x6 P.T. (U05B) SILL ON TERMITE HSILL .IELD �IH ON SILL SEAL WITH 1/2" ANCHOR BOLTS IQ (L (SEE TYPICAL WALL DETAIL) FINISHED FLOOR Q t Q < STAIRS �-- ° d OL V 1 (3)-1.75 x 11.875 STU1� TO SILL FLATEE: LVL 61RDER 1/2" GYP5UM FINISHED GRADE 0 FINIH GRADE (4)-3/8 J WRAP STRAP UNDER SILL PLATE PER CODE " LAG SCREWS BOARD FINIH W SLOPE 6" IN 10' MIN. AWAY FROM BUILDING O aL IL O (6) 5-d COMMON NAILS AT EACH END OF STRAP J BASEMENT O w SEE WIND COMPLIANOE PATHWAY NOTES ON SHEET .5 2x8 PLAT (INDIRECTLY CONDITIONED) IL v �•. •• .' `� o FULL HEIeHT R-11 BLANKET HALL r INSULATION AS MANUFACTURED BY - F- O Q GERTAINT EED CORP. A5T M E84 MAX. m 1/2 e c ^c n BOARD ME SPREAD INDEX 25" SUM MAX. 5MOKEA DEVELOPED INDEX s 50 FIN15H m 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 8" POURED CONCRETE FOUNDATION STEM WALL 48" x 48" x 14" DEEP SECTIONS 4 P.G. FOOTING DETAILS UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING w/#5 REBAR AT 8" ON-CENTER E.W. �I O H-lel I ND UPLIFT 5Ti AFF I NO MINIMUM 3'-O" BELOW GRADE SCALE: NTS SECTION ADRAWING NUMBER NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (5IMP50N 0520 COILED STRAP). SCALE: 1/4" = I ft _ 5T'ZAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE 5PEGIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE Q OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Cede - III NYGRR anpublications incorporated by reference therein. Z TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES d blit O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R105.2 BUILDING PERMIT. A building permit shall be Issued by the 1- WIND ME51ON STANDARD: 2020 RCNY5 Town prior to the start of work. A cop of the building permit V and approved construction documents shall be kept on-site WIND DESIGN SUBJECT TO DAMAGE FROM FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until project completion. h GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hazarcis.otcounc.1l.org FOR THE PROJECT LOCATION: p LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED HAZARDS INDEX TEMP N 41.0031° W '72.5665° g THI5 NEW RESIDENTIAL STRUCTURE UTILIZE5 RIOb.3 DESIGN PROFE55IONAL: A Certificate of Authorization Is Z WIND DE51ON IS NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUCTION filed with The State Education Department entitling D'Amaro O 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide v professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, O R301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH supervision nor inspection,and therefore Is not responsible LL Elevation Latitude Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE Icl NYGRR PART 1265. for work performance of the bulider. me budder shall p cooling tem temperature COOIIn difference Immediately notify Designer, In writing, If there is an W heating o •• y eat g g factor p g COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and pian 70 ft 41° North 150 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions,especially with regard to existing construction. ZO N Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof 83012.1 WIND DESIGN: In accordance with Figure R301.2(5)B wind Cooling temperature Wind velocity Wind velocity Coincident Daily range - span, 140 mph, pitch greater than 5:12) [TABLE R802.111 design Is not required. This building Is designed in p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RC;NY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf + 83012.12 PROTECTION OF OPENINGS: This building in not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TDP In a Wtndborne Debris Region. (V OF ALL BRACED WALL PANELS [8602.3.5]. 83012.4 FLOODPLAIN: This building Is not located in a flood # hazard area. V J 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: 1 Attics without storage 10 psf,Attics with storage 200 psf, O Balconies Q decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 psf,5l rooms 30 psf, Stairs 40 psf 8301 b ROOF LLOADOAD.: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A5CE-'I) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span talble ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf round snow load column to OF FASTENER OF FASTENER THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load cnditions. Roof Floor (inches) (inches) (inches) support R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2 y" x 0.113");or 4-8d box(2%" x 0.113");or (inches) these plans are nominal sizes. Engineered wood dimensions Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I)outs,glu-lams, etc) are actual dimensions. 3-8d common (2%2"x 0.131")• or 3-Sd common(2%"x 0.131");or P g g P g g 1 Blocking between ceiling joists or rafters to top plate ' Toe nail 21 Joist to sill,top plate or girder Toe nail 3-1 Od box(3"x 0.128"); or 3-10d box(3 x 0.128");or Staple 15 ga. 1 4 4 g 8302.1 FIRE-RES15TANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailsr i projections shall be located at least 5 feet from lot: Imes and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2%"x 0.113");or 8d box(2 Y2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 % 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2X?x 0.131" ; or Rim joist,band joist or blocking to sill or top plate 8d common(2%2"x 0.131");or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate ( ) Perloist,toe nail 22 roof applications also " " " i9 s having a F51 = 15 (req'd max. 200) and a 5DI = O (req'd max. 3-1 Od box(3"x 0.128");or ( PP ) I Od box(3 x 0.128 ), or 6 o.c.toe nail /2 and/ Staple 15 and 16 ga.2 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2/ 4 8 �� �� 1 '� �' Staple 14 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3 x 0.128 ),or 3-8d box (2/ x 0.113 ), or P ga.2 4 8 INSULATION: Exposed Insulation that is not installed On 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(2Y2"x 0.131"); or 23 s Staple 15 ga. 174 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 and/ I surfaces shall have a FSI , 25 and a 5DI = 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 3/" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3%2"x 0.135");or Staple 14 ga. 2% 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common 3 /2 1 „x Blind and face nail 0 0.162) .113 Nail 2 i 3 6 where otherwise specified by the 2020 RGNYS. ( 4-I0d box(3"x 0.128");or 3-16d box(3%2"x 0.135"); or 1 Staple 15 ga. 2% 4 8 8302.12 DRAFT5TOPPING: Not needed for this project. Collar tie to rafter face nail or 1 %4"x 20 a. rid e stra „ . 25 2 planks(plank&beam-floor&roof) At each bearing, face nail 8302.13 FIRE PROTECTION OF FLOORS, Not needed for this 5 g g p 3-lOd common (3 x 0.148 ),or Face nail each rafter 2-16d common(3 / x 0.162) 0.09?-0.099 Nail% 4 8 project under Exception 4. to rafter 4-3"x 0.131") i „ „ . 3-16d common(3/2 x 0.162 ),or SPACING O FASTENERS 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a,b 8302.14 COMBUSTIBLE IN50LATION CLEARANCE: Recessed 3-16d box 3%" x 0.135" ( )' DESCRIPTION OF FASTENER AND LENGTH ( � );nor 2 toe nails on one side and 1 toe 26 Band or rim joist to foist „ • End nail THICKNESS inches Edges Bod of aneld luminaires shall be IG-rated I/A/W NI102.45 with separation , \ 6 Rafter or roof truss to plate 3-1 Od common(3 x 0.148 );or 4-3 x 0.131 nails;or (inches) g Y P P g• � V nail on opposite side of each rafter 4-3"x 14 ga. staples, %6"crown ) (• ) (inches) (inches) from insulation per listing. 4-1 Od box(3"x 0.128");or or truss' 8308.4 HAZARDOUS 67LAZIN6 LOCATIONS, Tempered glloss or 4-3" x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment;plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be Installed In O 20d common(4"x 0.192"); or at to and bottom and staggered. and adjacent to door panels;within 60 Inches of wet surfaces; m W P gg Fiber-cement and at locations where shown on the plans. m Z 4-16d box(3%"x 0.135");or p W I IU 3-1 Od common (3"x 0.148"); or l Od box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R30a.1 GARAGE FLOOR SURFACE: tiara a floor shall be 5-Inch Z W Z Z Z Q Toe nail 3 6 g }- Z 4-1 Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot towar-d vehicle tp - - -► O -t W 27 Built-up girders and beams 2-inch lumber layers entry doorway. �((�� ` - 0 Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails And: Staple 18 ga., g long,%crown 0 V !- d 7 to minimum 2"ridge beam 2-20d common(4"x 0.192") or i (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the Z O z IL Z 3-16d box(3 x 0.135 );or Face nail at ends and at each splice / builder's responsibility to verify that window units supplied by p-• t O W 2-16d common (3 i/2' x 0.162")• or 3-10d box(3"x 0.128");or 1% long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for iL pL W O ' End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q-1 O >X 3-1 Od box (3"x 0.128");or (galvanized or stainless steel)roofing nails(for the finish) - m Q 3-3"x 0.131"nails 4-16d box 3 Y2"x 0.135" ;or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws 8311.-1 STAIRWAY5, Interior stairways shall be re-assembled p O O � 7- ( 0.) for the finish 8 8 wood units. The maximum riser height shall be 8-1/4 Inches and IN O Q Q Wall 28 Ledger strip supporting joists or rafters 3-16d common(3%"x 162");or At each joist or rafter,face nail ( ) the minimum tread depth shall be 9 inches,plus nosing where Z 0 16d common(3 Y2" x 0.162") 24"o.c. face nail 4-I0d box(3"x 0.128"); or Plywood required. Provide handrails per Code. < < 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or 4-3"x 0.131"nails 1%ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches albove 3"x 0.131"nails 16 o.c. face nail i s 3 6 grade,and steps leading thereto shall have guards that Z 2-I0d box(3"x 0.128");or 2-8d common /and/6 12 y ga. (0.099")shank diameter conform to Code. 29 Bridging or blocking to joist „ • Each end,toe marl _ 16d box(3%" x 0.135");or (2 Y x 0.131 ),or 2-3 x 0.131 nails Staple 18 ga., %,%6 crown width 2 5 83122 WINDOW FALL PROTECTION: Windows with sills less than 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail SPACING OF FASTENERS ii 3 is i 13/4 ring or screw shank nail-minimum a 24" above finished floor and greater than "12" above: grade 3"x 0.131"nails corners(at braced wall panels) r „ /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 y ga. (0.099 ) shank diameter 16d common 3/ x 0.162 16 o.c• each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ° supports',' I i g 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected Y2"„ a b c /ring or screw shank nail-minimum 10 Built-up header(2"to 2"header with Y2"spacer) ( ) g (inches)h (inches) i9 5 23 s i smoke, arms shards, installed no delo lar ons and heat deet plans. 3wa." wn the 16d box(3Y2" x 0.135") 12" o.c.each edge face nail a• ) /2, /, /2 and/ 12/ga. (0.099 )shank diameter 3 6 3•'P e•,j6"�' tt?.. 5-8d box 2 y2" x 0.113" or Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 / 6 8 ( ); 8315 CARBON MONOXIDE ALARMS: Install at all locations !,I,,,e;r�"` ••�,,.•;.� �' •.i�" �J 11 Continuous header to stud 4-8d common(2%" x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboards specified on the plans. .:cp;"M;f� t: / 4-10d box 3"x 0.128" -t' r ( ) s „ - 6d common(2"x 0.113")nail f 1%2 long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumbers specified in the Tans �- ,t. 30 /s y t 6 12 p p "• / Ir'1 1 Mi subfloor,wall as pressure preservative- treated (P.T) shall be In `t ►i l+ t. K.. 16d common(3 y2' x 0.162") 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 accordance with AWA UI for the Intended use and location. I'« r 12 Top plate to top plate 31 r%2"- 1" 8d common nail 2%"x 0.131 6 127 Staple 18 a. %long(plastic coated 3 6 Fasteners shall be hot-dipped alvanized steel,stainless lOd box(3"x 0.128");or „ g ) steel,silicon bronze, copper or I/2 diameter or re 12 o.c. face nail p g ' 3"x 0.131 nails l Od common 3 x 0.148 nail; or pp greater ( ) : Particleboard f"� ` " 't•�^' 32 1 %" - 1�" I „ 6 12 steel bolts. <{.;,; t:.. 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 FEBn n 8401.4.1 6EOTEGHNICAL. Footings and foundations shall rest on iflEuVERED E$ D 9 2��1 Other wall sheathings Staple 18 ga., %long,%6 crown 3 6 undisturbed soil with a minimum load-beorin value of 2,000 _ 8-16d common " 0 1 5");0. o);or Face nail on each side of end joint 1 „ psf. Visually graded soils that have this lood-bearing value 12-16d box(3!2"x 0.135");or minimum 24" la splice length 1/ galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 ( P P • g 33 %" structural Cellulosic fiberboard sheathing r „ 3 include 6W ri &P-grovel and sand gravel;6M 4 6G-silt and 13 Double top plate splice g diameter,or 1 crown staple Ib a., 1 / long 3 6 3 cla e ravel;5W 4 5P-sand and y avel sand;5M d 56-silty 12-lOd box(3"x 0.128");or P g g Sta le 16 a. 1 y ion / y each side of end joint) p g g, s crown 3 6 � 1 g gravely 12-3"x 0.131"nails s :, 7 :: an c oyey sand. Unsuitable wbaot material encountered 0 1 /4 galvanized roofing nail, /6 head 1 s 6d ring-grooved underlayment nail 6 10 Burin excavation shall be excavated and replaced In-situ -� r 34 2%2' structural cellulosic fiberboard sheathing diameter or 1"crown staple le 16 a. 1 %" lon 3 6 �' s s with /4" crushed stone to a minimum depth of 8 inches or AOBE. O P g , g Staple 16 ga., 1 /long, /crown 3 6 P O x � 16d common(3 y"x 0.162") 16"o.c. face naila 1 y"galvanized roofing nail;staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior Bottom plate to joist,rim joist,band joist or 35 y gypsum sheathing I/ 1 „ 7 7 walls and other vertical concrete work exposed to the Q t- 1 72 long; 1 / screws,Type W or S For SI: 1 inch=25.4 mrn. p Cs �p 14 g( panels) 16d box 3%2: x 0.135" ;or 12"o.c. face nail 3 � weather shall be air entrained stone concrete with a minimum � f• blocking not at braced wall anels ( ) " �� compressive strength of f o-3,000 psi at 28 days. Porches, IL i 3 x 0.131 nails s „ a 1 / galvanized roofing nail; staple galvanized, P 9 p y • O O 36 / gypsum sheathing s „ s „ 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage + (� m 3-16d box(3Y2"x 0.135" ; or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P P : floor slabs shall be air entrained stone concrete with a O Z Nei 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',,=3,500 psi at 28 days. Q X 0 15 2-16d common(2,V"x 0.162")• or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d O blocking(at braced wall panel) „ „ ' „ „ p p pp p g � V m 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail;or 8403.1.4.1 FROST PROTECTION: Exterior footings and foundations O �p 37 %4"and less 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e.,to a minimum 8d common(2Y2"x 0.131 )nail ,: O 4-8d box(2Y2"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. 13 V 3-16d box 3%"x 0.135" ; or „ _ 8d common(2%"x 0.131")nail; or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. ( ) 8404.1.7 BACKFILL: Backfill shall not be placed against � � 4-8d common(2 1/2"x 0.131");or Toe nail 38 / 1 8d deformed(2 V"x 0.120")nail 6 12 f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundatlon walls until cured a minimum of '1 days. Brace top - O 4-1 Od box(3"x 0.128");or lOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. Z Q tL d- 4-3"x 0.131" nails 39 1%" - 1%4" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using lu O W O 16 To or bottom plate,to stud 8d deformed(2� x 0.120 )nail R5o2.1 WOOD FLOOR FRAMING= Load bearing dimension (umber O f� P P the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - U- 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 N J v d 0 Z 3-16d box(3%" x 0.135");or Y g n' ul w � IL ( ) 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 10^6. 2-16d common 3%2"x 0.162" ;or End nail a 3-10d box(3"x 0.128");or R602 WOOD WALL FRAMIN6: Load bearing dimension lumber shall � d< p U .t' 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE 8602.3 3 REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g2 or better. Studs shall be a minimum �- 1L � FFFW---- < No. 3,standard or stud rade lumber. sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of X iv- 3-1Od box(3"x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 1100 WALL SHEATHING USED TO RESIST WIND PRESSURE Sa,b,a 8.102.3 GYPSUM BOARD: All Interior walls to be covered with J2" Q DL 72 17 Top plates,laps at corners and intersections 2-16d common(3 "x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise N (V 3-3"x 0.131"nailsnoted on plans. O Q b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v J 3-8d box(2%2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V„it 8103.3 SIDING: Exterior wall covering shall be vinyl siding tested _V 1U 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 IL 2-8d common(2 y"x 0.131");or Y Y P PP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's O lu 18 1 brace to each stud and late „ , . Face nail PANEL SPAN SPACING P 2-1 Od box(3 x 0.128 ),or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). Penetration THICKNESS Edges Field Wind exposure category Instructlons for high-wind regions. Use stainless steel nails for I f, For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g fasteningvinyl siding on buildings located within 3000 feet of O 2 staples 1 %4" P g g g PP (inches) (inches) orches o.c. orches o.c. y g g N iri dJ inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less ) ( ) ( ) B C D the ocean line. m 6d Common 1.5 24/0 / 16 6 12 140 115 110 g O 19 1 x 6 sheathing 3-8d box(2 i/2"x 0.113")• or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 R802.I 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 ceiling joists shall be " g to each bearing 2-10d box 3"x 0.128" ;or Face nail Douglas fir-larch No. 2 or better. ( ) g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 1 %" long sheathing shall conform to ASTM C 208. (2.5 x 0.131") 1.75 24/16 16 246 12 140 115 110 R&O6 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)Iso of the area of the DATE: FEBRUARY 2021 3-8d box(2Y2" x 0.113"); or vented space within the soffit. Attic Is unvented. 1� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 72"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. Ra05.2 ASPHALT SHINGLES: Asphalt stri shingle wrappers shall PP Y g q g g g P g PrP �' � g pp 3-10d 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 wt A5TM D-7158 Class G NOTES 3 staples, 1"crown, 16 ga., 1 s 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 Accordance with or ASTM the 1 Class tuand'sshall instructions ferredto neve g P PrP PP PYPY g P Face nail 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 shin Oe. 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 nails on 9• p p g one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet oaf 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 8602.10. DRAWING NUMBER 3-8d common(2,V2"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 R10062 AIR SUPPLY: All combustion air for factory-bullt 3-IOd 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., 13/4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. A - a THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y2")at Load bearing or braced/shear wall m above(must stack over wall below) Y2") Plate nail, 16d(0.135 x 3 Y2") 7 12"on-center Load bearing or braced/shear wall above Plate nail, ent16d(0.135"x 3 When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- Blocking panel: 14"TJ&Rim Board,1 (must stack over wall below when present) TXWJ ALLOWABLE HOLES - TJ 1® J O I Sts at 16"on-center at 16"on-center '/ ® ® No load bearing trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y2')at 6' on-center /4"TimberStrand LSL or TJI joist. g Z Blocking panel: Web stiffener wall above 1y"hole may be cut 1Y8"TJ&Rim Board,14" Plate nail-16d(0.135'x 3Yz") Min.distance from Table A Min.distance from Table B Y required on both Web stiffeners required on 2x4 minimum Blocking panel: anywhere in web out- �� at 16"on-center* Web stiffeners 1 DO NOT I" TimberStrand LSL or sides at A2W ONLY both sides at A3.4W ONLY 1/a"TJ&Rim Board, side of hatched zone TJ ID Floor panel nail- Sheathing squash blocks required each side cur or notch flange. 1 P 14"TimberStrand& LSL boundary nails, at B3W ONLY 8d(0.131"x 2t/2")at 6"on-center* 8d(0.131"x 2Y2")a 14"TimberStrand& or TJI&joist 4"on center LSL rim board. %s" Web stiffeners s" � O 11-rl E3 0 O N Web Stiffeners required required on both T77 I Rim-to-joist q Toe nail-10d 0.131" sides of both joist6 13 nail each side at A3._W ( B1 B1 W � q 1 g" L, 2 x D, Dt Closely grouped round L2 2 x Lz7D� 6" 6" O Toe nail, Toe nail, ® When sheathing 1Ys TJ Rim Board(A3/A3W 9 x 3")at 6"on-center ends at B4W ONLY No herd cut minimum holes are permitted if ' 12" minimum No field cut Do not cut O 106(0.131"x 3") 10d(0.131 x 3") TJI rim joist only)or thickness exceeds%8", Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center min. End of joists at g 1Ya"TimberStrand& LSL. trim sheathing tongue 3 „ on both Sides at B1 W 1 cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%~to LL rim board thicker than 1/a centerline zones TJI®rim joist at rim board and 62W ONLY reinforcement. round or square holes. zones cantilever Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") ofsupport ort 0 Toe nail-10d(0.131"x 3") Pp required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Table A - End Support W Blocking y q Blocking panels may be required pp0 * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W g panels may be re Jired with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W A2 A2W 8(9(919 nail from side of arallel closure into rim board. walls above or below-see detail B1 B3 63W B4 64W Pp rim joist per A3 detail. p O O below-see detail B1 O e Joist ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board A3.4 t �Y DEPTH rJi®For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 P z' 3~ a" s s%~ 7 a�/ 1+ +3 2~ 3~ a' S s� 7" s��- 11" 13" N O O O O y Nail through 2x_cantilever,wood backer and O Details and Installation in Weyerhaeuser Installation Guide 11/a"TJ&Rim Board or 11/a"TimberStrand® LSL. g TJI®joist web with 2 rows 10d 0.148"x 3" 110 1'-0" 1•-s" z'-o" T-0" 5'-0" 1'-0" t'-s" z'-s" 3'-s" a'-s" 0 n Weyerhaeuser installation Guide for Floor and Roof Framing, TJ-900 1. Blockin 1 ( ) 9Y" 210 r-o" V-6" r-s° 3'-0° s-6" r-0 r-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 panel nails at 6"on-center,clinched. 230 1'-6" 2'-0" 2'-6" T-6" F-6" 11- Q 0 2'-0" 3'-0" 4'-6" 5--0-1 top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 34"TJI(E) 360 1'-s" 2'-0" 3'-0" 4'-0" 6'-0" 0 1'-6" 2'-6" 3'-6" 5'-0" 5'-6" N withconnections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" F-0" T.0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" ® & schedule. 110 1'-0" 1'-0" 1'-6" 2'•0" 2'-6" T'0" -6" 1'-0" 1'-6" 2'-0" 2'-" 4'-6" 5'-0" 6'-0" 6'-0"length of TJ Is joist 8"diameter maximum hole for 11/"- 1Ya"TJ Rim Board 14"TimberStrand 210 t'-o" 1'-s" 2'-0^ 2'-0" 3•-0^ 3'-s~ s•-o" t'-o" t'-s" 2'-s" 3'-0" 5'-0" 5'-s^ s'-s" reinforcement and filler 16"deep blocking panels;6"diameter 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9Y2'deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11 B" 230 1'-0" 1'-6" 2'-0" 2'-6" 3'-o" T-s" 6'-6" 1•-0" 2'-0" 2'-6" 3'-6" 5'-s" F-s^ 7'-0" RA - 3 „ 7 „ one each at top and bottom flange. /4 reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11/ TJ Is or shorter than 12"long. with one 8d(0.131 x 2/) 360 r-6" 2.0" Y-0" 3'•6" 4•-6" 5-0" T-o" r-6^ 2'-6" T-6" 4'•6" s'-6" 6'•6" T.6- 8"diameter maximum hole for 11 one side at E2,both 1 " joists. Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies 560 r-6" 2'-s" T-0" 4'-0" 5'-6" 6'-0" 81-0" 2'-6" T-6" 4'-6" s-6" T-0" T-s" 8-4- Webfor otter t a12"l 9/2 1 110 1'•0" 1'-0" 1'-0" v-0^ 1'-6" 2•-0" T-0" 5'-6^ 1'-0" 1'-0" 1'-6" 2'•0" T-6" 4'-0" 6•-0•' 9'-0" with one 8d 0.131"x 2Y2") Horizontal blocking uniformly 210 r-o" 1'-0" 1'-0" 1'-s" z'-o" 2'-6" T-6^ 6'-0" 11-0" r-o" z'-0" 9'-6" a'-o" a'-s" s'-s" 8'-6" Web stiffeners %e'-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. ( Do not cut flanges. 1Ya"TJI Rim Board 1Ya" nail at each comer panels between each loaded joists 14" 230 r-o° 1'-0° r-o° r-s r-s° 2'-s° a'-o° r-o° r-o^ r•0' r-o^ 3'-0° a'-o° 5'-0° r-o" 9'-0" Load from above required on both diameter maximum for t blocking TimberStrand®LSL. Nail with joist. Nail to to late with sides at E1 W ONLY panels 9Y2'deep or shorter than 1 p p only. 360 r-0" r-o" r-s" 2'-6" T-6" 4•-0" 5'-6" a'-o" r-0" r-s" r-6" 4'-0" 6'•0" 6'-6" 8'-0" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood to uR` 560 r-0" r-0" 2•-0" T-0" 4'-6" F-O" s'-s" s'-o^ r-s" 3'.0" 4'-0" s-0" r-o° T-6" 9'-o" 10'-0" is°� Do not cut flanges. 14"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcementon floor panel schedule. backer al��vet rk�� 2+o r-o" r-o" r-o" r o" r-o^ r-s° r-s" 3'-s° 6'-0" 1 1 1'-0" 7-0^ 3'-0" �3'..-6.' s'-6° •� TimberStrande LSL.Nail with - one side at E5, e5 �` �t`�e ds° L16- 230 t-0~ r-o" r-o^ r-0' r-6" r•s" T-0" 4'-0" T-o" r-o° r-o° r-o" r-o^ -o^ r-o"10d 0.131"x 3" nails,one Attach reinforcement to 12"length of 3/" °2�\ et Gam\Oa 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'6" 6'-6" 9'-0" ' " 1' " 1'•6" 3'-0" 5'-0" -s" 9'-0" 10'-0" ( ) both sides at E6 , each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement one side a��� �� �go� sso r-0° r-o" r-o" r-o' z'-s" T-0' s'-o" r-s° 10'-0° r-o° 2'-0^ 3'-0° a'-s° s'-s° r-o" 10'-0° 10d 0.148' x 3" nails at 6" blocking between at ET both sides at E8 F1 ° �e�`O �u ( ) 9" 10" 12•• 15' 17~ 4- 5" 6•' 7•' a•' +0•' +2" 15•' 17•' Attach reinforcement on-center,clinched.Use 2 each joist 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" F-6" 10'-0" t'-0" 1'6" 3'•0" 4'-6" 6-4-110--0-111 0" 13'-6" 2x4 minimum j g Z d` rows with 9 and 11 to joist flange with %" 7/a" Less than 5" E� E$ Less than 5" 1a" sso r-o" 1'-0" +'-o" r-a' r-o" a'-s" T-o" 1r-o" z'-o" 3•-s" s-o" s'-s" 8'-0° 1r-o" t2'-o" ta'-s" squash blocks p" 8d(0.131"x 2Y2')nails at 6" �a�d(` TJI®joists. 20„ 360 r-o" r-0^ r-o" r-o° 1 0" 2'-0^ 1a-o^ t5'-s" 1Y8"TJ&Rim Board or 2 \�u� on-center.When reinforcing E5 E6 Gap- WEB STIFFENER ATTACHMENT 560 r-o" r-o" r•o" v n- 1'-0" 2'-0" a'•s" s'-o° 1r-s^ r•o" r-s" 3'-s" 5'-0" r-o° t0-s° t3'-o' ta'-6" 16'-0" CS Use 2x4 minimum squash blocks to 14"TimberStrand& LSL. Face grain �a� both sides,stagger nails. Ye minimum transfer load around TJI&joist E1 E1 W Nail with 10d(0.131•'x 3") E2 E3 horizontal E4 Not for use with 3Y2"TJ10 joist flange widths 1, T 23/4"maximum Table B - Intermediate or Cantilever Support O O nails,one each at top and O O (1Y"for TJI& Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Option 41: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. TJI joist g L DEPTH 2" 3" 4" 5" BY" 7" 9'/e~ ++~ 13~ 2~ 3~ a~ s~ sYx" T 9'/e" 11 13~ EXTERIOR DECK ATTACHMENT Apply subf/oor &j 'st blockin with end Web stiffener both sides. rJl� adhesive to all blocks installed at%joist-span Flush bearing plate required. Structural exterior sheathing locations using See sizes below. With point load from above,and no support + 110 2'-0" 2'-6" 3'-6" 4'-6" 7'-6" 1'6" 2'6" 3'6" 5'6" 6'-6- Hanger '6"Hanger height must Double TJI&Joist Filler Block: Hanger Backer Block: Install tight Maximum 4"overhang contact surfaces below,install web stiffener tight to top flange 9/~ 9 9 Flashing two 8d(0.113"x 21/") , 2+0 2'-0" S-6" 3'-6" 5'-0' 8••0^ 2'-0" T-0" 4'-0" 6'_6" T-6" Tight fit* (gap at bottom flange) z'-o" 3'-s" a'-s" 6'-s" 7'-6" be a minimum of 60% g 9 a 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" Halls Or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-s" 5'-6" 7'-6" B'-0" of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. 9 nails when possible. flange with face mount hangers). Treated 2x_ �sQa� 2Y2"screws, Depth Minimum Web Nailing Requirements 560 3'-6" F-0" 6'•0" T-6" to'-a' 4'-0" 5'-6" V-61' 81-0" 9'-0" Clinch nails when possible. ledger � 1°�5 �a�' typical TJI&Joist Series (in.) Stiffener Size Type Number Nails +10 T-o" r-0" n6" z'-s^ a'-o^ a s" s'-6^ r-0" r-6" r-s" 4'.0" T-0" T.0" 9'-6" End Intermediate 210 r-0" V.0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6^ See fastener , O 110 All 5�"X 25/16'(,) 11T/" 230 1'-0" 2'0" 2'-6" 3•-6" 5'•0" 5'-6" 10'_0" 1'-0" 2'-6" T-6" table below.Maintain 14' TJ" Rim Board or 14" Top mount TimberStrand& LSL. 210 All 3/a"x 25/6""' 8d 360 2'-0" 3'-0" 4'-0" 5'-6" T-0" T-6^ 11•-0" 2'-0' 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" 2"distance(minimum)from 5 l„ t 560 r•6" T-0" 4'-6" F-6" 6'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 9'-0" 10'-6" 11'-0" 12'-0" hanger Option#2: 230&360 All /"x 2/6" (0.113"x 2/") 3 3 110 1'- 1'- edge of ledger to fastener. PP g, 0" 0" r-o" r•0 2'-0" 2'-6" 4'-6" F-6" 1'-0" 1'-0 1'-0" 2'-s" F-0" 6'-0^ 9'-0" 1z'•0 2x_strapping Installed at 4 16d 210 1'-0" r-0" r-o" r-0" 2'-6" 3'•0" 51-6" 9'-6" 1'-0" 1'-0" 2'-0" T-6" 6'-0" T-0" 10'-0" IT-0- Face mount Backer block joist-span locations using two 2 560 All 2x4'2' V2") 14•' 230 r-0" r-0" 1•-0" 2'•0^ T-s" 4'-0" s'•0• 10'-6" 1'•0" 1'-0•' 2'-6" 4'-0" 6'-6" T-6" 11'•0" 13'•6" Allowable Load(lbs) 1 (0.135"x both sides of web / screws per joist,typical 360 1'-0" 1'.0" T-0" T-6" F-6" 6'-0" 8'-6" 12'-6•' r-0" T-0" 4'-0" F-s" 9'-0" 10•-0•' 12'•0' 14'-D" hanger &. Fastener 1Y4"TimberStrand® 1%"TJ®Rim Board YP 18" 4 4 with single TJI Joist LSL rim board 16d 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-D" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" Option#3: 560D 20 2x4"' 5 5 210 r-0" r-0" r-o" r-0.. r-0" r-0" 3'-s" 6'-0" t0'-0" r-0" r-o" r-o" r-6° a'-s° 5'-s^ to'-o° 1r-s" 1s'-o° Web stiffeners required if sides of With top mount hangers,backer block required only Y,"tag bolt 610 a6o Directly applied ceiling 22"(') (0.135"x 3tz") 6 11 16" 230 r-o" r•D" r-o" r-0^ r-6" 2'-0" a'-o^ s'-6" 1r-o" 1'•0" r-o" r-D^ z'-6" 5'-0" s'-0" 10'-6" 13•-6" 16'-6" H1 hanger do not laterally support at H2 for downward loads exceeding 250 lbs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. 24"'3' 6 13 360 1'-0" 1'-0" 1'•0" T-o" 3'-0" 4'•0" 6'-6" 10'-0' 13'-6" 1'-0" 1'-0" T-0" 4'-0" T-6" 8•-6" 13'-0" 14'-6" 1T-0" O least3/6'of TJI&joist top flange O g p O LA q pp PB1 When specified or the layout, one of W 1 PS1 or PS2 sheathing,face grain sso 1,n- 1'•0" 1'-0^ r-o" 2'-s° 3'-s" T-o" 1t'-o" 15'-0" 1-0" r-o" 3'-6" 5'-6^ s'-o" 10'-0" ta'-6^ 1s'-o" 18'-0^ conditions.For nailing requirements see page 5,TJ- O the bracing options above is required O ( ) g. g n vertical en 9001 Weyerhaeuser installation Guide for Floor and 0 g p 4 2 Construction rade or better 4^ 5" s" 7" e' o' v y ( ) g 1 12" 15" 17" 4" 5" B" 7" 9" 10" 12" 15" 17" Roof Framing,TJ-9001. 3 Web stiffeners are alwa s required for 22"and 24"TJI&560D Joists 18„ 360 r•0" r•0" 1. r-s° 3'-0" s'-o 9'-0" t5'-o" r-o" r-s^ 4'-0^ s'-s" s'-o^ 1a'-s° is-s^ 1s'-s" Z v 560 1'-0" 1'•0" 1'-0" t'-o" 2'-0" 6'-0" 10'-0" 16'-6" 1•-0" T-6" 6'-0 8'•6" 11'-6" 16'-6" 18'-0" 20'-0" -j FASTENING of FLOOR PANELS 3so 1'-0" 1'-0" 1-o^ 1'-0" 1'-0" 3'-0" s'-D^ 11'-0" t5'-s" t'-0" 1'-0" 1'-s" a'-o" 7'-0" 12'-6" ts'-s" is-o" zt-o^ �Jy� BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 11-0" 1'A" -0" r 11 -6" 5'-6" 12'-0" 16'-0" 0" 1'-0" 3' 6'-0" 8'-6" 14'-0" 17'-6' 19'-s" 20•-6" TJI®(1)14) Rim Board iy" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. V BEARING FOR DOOR Nail Size 110,210, 360 and Ye"TJ®Ri 1Y4" TimberStrande LSL Microllane Parallam® Depth 9%"or 14"or 18"or r 14"or 18"or • Leave/ of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. W. O BEAM TO BEAM BEARING AT 9/z"or 9/:"or 14"or + •� J g 11 1 (n W Im Z and 230 560 Board TimberStrand®LSL or wider LVL PSL p 14 16" 7 11 • Tables are based on uniform load tables in current design literature. Z Z Z BEARING AT WALL OR WINDOW HEADER 111/8., 11/e" 11/e" 1s' 20^ 1s' 20" CONNECTION CONCRETE WALL 8d(0.113"x 2y"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+a/" 2x8+a/" 2x6+%" 2x8+)2" 2x12+3" Two Two Two g 1Ys"TJ&Rim Board or Strap per code if top plate Detail H2 2x6 2x8 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole ma be located I?7 - - -t v �Z W 14"TimberStrand& LSI_or is not continuous over 10d(0.148"x 3"),12d(0.148"x 3Ya") s 6" 4" 4" 4" 4 ( ) 9 sheathing sheathing sheathing sheathing 2x6 2x8 2x12 Y _ at the center of the joist span provided that no other holes occur in the Joist. Q t n N r O header 16d(0.162"x 3Yz") 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2x6+4" 2x10+y" v blocking for lateral support Filler long 6'-0" sheathing sheathing sheathing sheathing °t Not applicable ALLOWABLE HOLES - Headers and Beams - O Z Z (1)Stagger nails when using 4"on-center spacing and maintain 1 a/e'Joist and panel edge distance.One row of fasteners Is permitted(twca!abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable � \y � r O W panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(11 .55E TimberStrand® LSL Headers and Beams < / W Strapper Code if to •••' blocking Is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. Cd1 0 P P .. g P 9 9 9 1 Detail F1 s " a • a .. � " � •, 2 For non-diaphragm a II p p gg ( or or/ / or 1"Net 2x6 2x8 2x12 Vf plate is not continuous ( ) applications,multiple rows of fasteners are permitted if the rows are offset at least/z'and staggered. or H2) � � Q J over Column (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the O Y- m Q Q (f tf necessa increase filler and backer block height for face mount ha rs and maintain/e" a at to of oish see detail W Filler and backer largest hole(minimum) Top mount 2 (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 3/e"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12minrmum for backer blocks and 24"minimum forfillerbiocks). ry O hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 3/"(to avoid splitting). , 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 • Z d p Column wood from direct 0 hanger recommendations listed above. •� � contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Concrete and Roof Framing,TJ-9001. p L1 L2 L3 See current Weyerhaeuser L4 ° literature for framin connectors ■Nailing rows must be offset at least Y2"and staggered. g ■14 ga.staples may be substituted for 8d(0.113"x 2)/2")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ° ° ° ° ° 1.55E TimberStrand®LSL ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must d laterally supported at Header or Seam Maximum Round - ' cantilever and end bearings by blocking Depth Hole Size panels,hangers,or direct attachment to 9Y<"-9Y" 3" Multiple-Member Connections for Top-Loaded Beams a" TJI®joist framing does not a rim board or rim joist. 8" 114"-11%a" 35/" Fastener Installation Requirements 14"-16" 45/" Fastener require bridging or mid-span E1 Piece #of q g g P Width Plies Type(') Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking General Notes See illustration for allowed hole tone • Allowed hole zone suitable for headers and beams with r uniform and/or concentrated loads anywhere along the member. '° � VIA, � 10d nails 3" 3'2' sides,stagger fasteners on the second yw g , ......... •,''td-�.;. BEARING AT 12" side so they fall halfway between • Round holes only X. C.I A, COLUMN 2 12d-16d nails 3 Y4' 2'2) One side • No holes in headers or beams in lank orientation. f rfc> 'u ">� fasteners on the first side. Screws 3%"or 3%" 2 24" 10d nails 3" 3z) DO NOT bevelcutjoist Al Other Trus Joist® Headers and Beams 1 j2� 12" Both sides Y Rim board joint �t!,�j" * ?: -'''_R�'• be and inside face of wall, j 12d-16d nails 3/4" 2 E2 between joists DD NOT overhang seat cuts Microllam® LVL 3 O g 1.3E TimberStrand® and Parallam®PSL 1�4" 3Y8"or 3Yz" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the s> •t "4 " k` + Screws 2 24° Load must be applied evenly across Y t;�. •, ` g One side 3' face ofsu ort member, largest hole minimum 3 depth 5" entire beam width.Otherwise,use PP 9 (minimum) Verifycolumn capacity "' ,2, connections for side-loaded beams. `.•.,� ",�,."' P Y 10d nails 3" 3 One side L5 and beam bearing 12" holes In headers orbeams .. 12d-16d nails/" 3,V4" 2'2' (per ply) DO NOT cut,notch or drill ` O length.See current 4 d Weyerhaeuser literature. 5"or 6" Both sides ° o illustrations and tables. Y Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6%a" One side L6 form a header or beam of the required size,up to a TJI®rim joist •' Microllam® LVL and Other Trus Joists Beams 14"TJ&Rim Board or 1Y4" Parallam®PSL Header or Beam Maximum Round -1 T' 5"or 6" Both sides maximum width of 7" L3 TimberStrand& LSL. allowed hole zone Depth Hole Size O 2 Screws 2 24 One side 3Yz" 6 3/a" A2 middle 3 span a " Z Y2"bolts 8" 2 24" - 4/ 1" O � (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM. L1 d 1.3E TimberStrand®LSL allowed hole zone d Ir- 5Y2 132" COLUMN DETAILS 2 An additional row of nails is required with depths of 14"or greater. 61 O 7/ 20 2 to ( ) q P g See Illustration for Allowed Hole Gone (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. H1 n IL )- General Notes O O 1 • Allowed hole zone suitable for headers and beams with uniform loads only. OZ BEA • Round holes only O 3 O COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 • No holes In cantilevers. O V f(1 TJI®Joist to Bearing Plate Squash Blocks to TJI&Joist • No holes in headers or beams in plank orientation. O Y IV' Load bearing wall above IV'TJ&Rim Board Dr g 14"TimberStrand& LSL. Joist may be shifted up to 3"if O Use B1 or B2 at One 10d(0.128"x e floor panel edge is supported P B4 intermediate bearings WARNING I- �p Z 1 One 8d(0.113"x 242") nail into each flange and span rating is not exceeded. O nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally - 0 p nails at an angle at Plumbing Drop race shear wall Q IL �'- P1 from above � O Q least 1Y"from end. g � O O 9 p Bracing Includes: O End of joists • Blocking • Sheathing -� 3Yz"minimum at centerline L2 • Hangers • Rim Board • Strut Lines ` . O v Jil Q O COLUMN BASE 3 intermediate bearing Also see detail 82 of support 0 Rim Joist 'vim Z 1/ minimum end bearing 1 g LU tu single-family applications 5/"may be required -� for maximum H1 �j Zx Shear transfer:Connections equivalent capacity O p O - - �-- < to floor pane!nailing schedule IL O e DO NOT walk on joists DO NOT walk on joists DO NOT stack building p-- ,�;.;;,.», ;•• Rim to TJI&Joist O IV'TJ&Rim Board, TJI&560 rim joist:Toe 0 until braced. that are lying flat. materials on unsheathed ,v 1 Additional joist is required if yi g _ 1/a"TimberStrand& LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 : o INJURY MAY RESULT. joists.Stack only over (n - TJI&110 rim joist: nails,one each side of or if span rating is exceeded. •• •,. WARNING NOTES: beams or walls. W P2 One 10d(0.131"x 3")nail TJ joist flange TJI®560 ; . . o LA Exterior Deck DO NOT use sawn o Lack of proper bracing during construction can result in serious J U- �• into each flange floor joist • '•..`. �� '•.; .;•� ;, Attachment /umber for rim O W O � TJI&210,230,and 360 rim INSTALLATION TIPS °' • O Structural board or blocking, accidents.Observe the following guidelines: i)C •' sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI ® IJ_:11: 0 g 1 pP joists must be completely installed and properly nailed. IL t ELEVATED joist: 0 as It may shrink 2.Laterial strength,like braced end wall or an existingdeck,must be established at the ends of the bay.This can also be One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O � COLUMN BASE 3 �� ( /z ) after%nsta//dtiOn, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1Y411 minimum bearing into each flange may not be required, O F- O Top View Use on/y 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each to Locate rim board joint between joists. O Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a 13 •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 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 v joist before additional loads can be placed on the system. of a TJI&joist(with web stiffeners)is not a substitute concrete 1y"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. :•:::.»,• 1Ys"TJ&Rim Board or 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand& LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 •When joists are doubled at non-load bearing parallel (see WARNING), product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearinglate to be to cause cancer,For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian if applicable)or I-JOIST DETAILS rout Drive nails at an g P ( Pp ) of wall or beam g One e o memo"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 ofinemum at bearing, splitting of plate and RoofFermedi e bearing For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, T)-9006, which should be referenced for additional information. _ TONN COMMENTS z z ' ' THE I — ZENITH ' ' o 0 ° W A GUAL.I TY NEVI HOME MODEL. E3`r p OA515 AT MATTITUCK, CORP. o lu z Z I O p o Q N jX ''1� LU lO Li ij l sm - LL— 11F— V i I I I 11 - - - - - - - - - - - - - - - - � I V N Lon i,- Ua 0 z�- e z }- Z Z < d w FINISHED SECOND FLOOR _ _ _ _ _ _ _ _ _ _ _ - - z <— z - - - - I wil I Hill z Lu FLOOR AREA TABLE FIRST FLOOR 1,515 sf (� cOv O Q - SECOND FLOOR 1,12di sf Q GARAGE 585 sf Q o BASEMENT 1,406 sf BASEMZ 66 sf 0 TOTAL LIVING 5PACE 2,502 sf CONDITIONED FLOOR AREA 3,x08 sf (I NGLUDE5 BASEMENT) >=lNlsl+ED FIRST FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFILTRATION VOLUME 42,585 ,cf �.. - - - - - - - - - - - - - - (INCLUDE-5 ATTIC BASEMENT) " � " �' /.• >r FIhVISHED GA. RADE � ' . . . .. • • ,;, .,...«..,'11-01 'o . , f' s INDEX TO D AV41 NC S I I I COVER ELEVATIONS DRAKNO No. ELEVATION5 A-2 QE,r.IVERED DEC 0 8 2021 I FOUNDATION PLAN A-5 FIRST FLOOR PLAN A<-4 I I I I I I I I 2nd FLOOR PLAN A-5 I I I I J_ II I h WALL BRACING 4 ROOF PLAN A-6 g r l I I - - - - - - - - - - - - - - - --- - - - - - - - - - - - — LI- - - - - - - -I— SECTIONS 4 DETAILS A-"7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTE5 A-aT O O dOl TJI-DETAILS A-a Opop L — — — — — — — — — — — — — — — ——— — — — — — — — — — — — — — J— — — — — — — — 1— — — — — — — — — — — — — — — — —1— — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— — — — � tfl 0tL p p A °o z O � to FRONT ELEVATION SCALE: 1/4" = 1 ft :OTIC 2 12021 p tX z tS� Bove'."._n°nG DEPT. z LL _ TOWN OF SOUTH= tu � N �-' o 6 lu U a Z 12 v z I— a a4 tV uW ._.1 U' O LL LL O m J DATE: FEBRUARY 2021 COVER 4 ELEVATIONS r DRAWING NUMBER A === I Z O p III Hill r` 1 w LL O 11 HQ O l Z 0 - - - - - - - - - z - - - - - - - - - - - - - - - - - - o o < I Q o 4 > ry III Hill 1 fn - - - l� Z V O in ~ O Z 4� d) zW -1 cr O -a w < _ opy Z U� OL � Ow o REAR ELEVATION � � � X > �d I SCALE: 1/4" = 1 ft n/ N X < ! - < �3p 3 Z 12 it�Jr P• j� F77, -- DE-t.IVERED DEC 0 6 2021 o 12 12 p 5 12 o r O O - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - a12 ff - - - - - - - - - - -12 z -ED O 0UA LL- Q <EEI 2FEF M B ER E9-- dp L ® ® = ® El El El Ll (M 0- < < a < << OL ® Oi:l 0Li OkEl ElUl t tV b t 17 E: El ® 1El El O m DATE: 1=EBRUARY 2021 SIDE ELEVATION SIDE ELEVATION REAR 4 SIDE ELEVAT1oN5 50ALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A 2 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE z z O No. 15 ASPHALT FELT UNDERLAYMENT(Rc105.1.11 TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 2x8 [UG35] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED V W [R50 . 4" GALV. LAG SGREWS AT Ib" O.G. SBITUMEN ICE SHIELD BARRIER[Rg05.1.2] O STAGGERED BITUMEN INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 1 I 1 [R507.2] '71'-b" 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES v LL V 1 1/2" STRUCTURAL PANEL 5HEATHING [R803.2] L 2'-0" 3'-b" R-3q CLOSED-GELL SPRAY FOAM (SPF) INSULATION W --; lU 14'-10' 16-2' 4'-6" 5'-6" 14'-0" b'-6" 4'-6" 50LID WOOD BLOCKING ) DECK LATERAL CONNECTION r [R507.q.2] EGRESS WINDOW WELL N N P.G. FTG 51MP50N DTT2 - - - - - INSTALL IAW 8" CONCRETE STEM WALL ON CEILING JOIST d Q -� - - - MANUFACTURER' 16" x 8" P.G. FOOTING O SPEGI/F IONS PROVIDE FALL PROTECTION DRIP EDGE [Rc105.2.8.51 (V N BASEMENT ENTRANCE STAIRS ® }-- ---{--®--i---- -4 I (TYP c.r`L-�) (TYP-3) (2)-2x8 P,T. GDR O 1x8 WOOD FASCIA _ 8" REINFORCED GONGRETE RETAINING WALL -� # #4 REBAR AT 12" ON-CENTER EACH WAY - J L - _) L I/2" GYPSUM WALLBOARD i SOFFIT VENT STANDARD HOOK AND LAP INTO 161 x 8" P.G. I _ _ I u o DEGK 8 I _ _ DOUBLE 2x TOP PLATE j I VINYL SIDING. ATTACH THROUGH RIGID FOOTING. 2" MIN REBAR COVER in _ r ! INSULATION TO WOOD FRAMING PER ABOVE I cfJ I I MINIMUM 24 LAP SPLICE LENGTH [R602.3.2] I ! MANUFACTURER'5 INSTRUCTIONS FOR HIGH-WIND X Q m I 11 I I l AREAS AND TO RE515T A MINIMUM 28 psf - LQI N - J LQ - J L - _� - - - - - - - - - - - - - - - _ I i SUCTION LOAD (EXPOSURE B) OR 40 psf {Jlv} - - - - - - - - - - --- - - - - - - / � � (EXPOSURE G). r3 ' H ND I [R 11.78] GONGPLATI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J -,2836GA5EMENT 2836 CASEMENT � I I AND STEPS I �P EGRESS WINDOW EGRESS WINDOW I I tt DN 13 IS 5 > OO I I PLASTIC HOUSEWRAP INSTALLED UNDER FOAM DRYWELL INSULATION. INSTALL AND TAPE ALL SEAMIS PER _ _ _ _ - -4'-3" J o 8 EMERGENGY ESCAPE 4 RESCUE OPENING I l- - MANUFACTURER'S INSTRUCTIONS [R703.2] � 2x4 WALL STUDS AT I6 O.G. I3 6 [R310] I R-15 UNFAGED FIBERGLASS BATT INSULATION O -I I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O " RIGID FOAM INSULATION. INSTALL U51NO _ _ - - - - - - - - - -� BASEMENT - GAP-HEAD NAILS WITH A MINIMUM 8/4" 12 GYPSUM WALLBOARD - - - - - - - - - - - - - - - - - - - - - - - 4" P.G. SLAB I PENETRATION;SPACED 12" O.G. PERIMETER AND - r ; � I R-13 2 CLOSED-GELL SPF INSULATION I6" O.G. FIELD. d I I I I 2x8 PLATFORM o I iv (ALSO AT RIM JOIST IN SECOND - 6A5 WATER HEATER I FLOOR PLATFORM - NOT SHOWN) (� ! A. O. SMITH I `9 1/2" STRUCTURAL PANEL 5HEATHING 1-1 I Q it GPVT 50 200 cedIIgNOTE; GAPAGITY = 50 galI I 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE I I I ( i HOLDDOWNS ARE N AFGO ZIP MODEL 4X I L 2x BAND J015T O 3 N I I i NOT REGU I RED FOR x 4"0 STL COLUMN ON - tt'' 2x6 PRESERVATIVE TREATED SILL [UG2] J-l- Oj z I I I THIS PROJECT. N 4'-O"x4'-O"xl4" DEEP P.G. FTG. I Q to z w/#5 REBAR AT 8 ON-CENTER EACH WAY - n (TYPI6AL-4) -I I N x l9 FLOOR JOISTS cv COPPER TERMITE SHIELD co I - OVER SILL SEAL 2x8 [UG3B] P.T. LEDGER / 1 1/2"cP x 4" GALV. LAG SGREWS I ` EXTEND SIDING TO WITHIN 12" OF FINAL Q I I I I (3)-1.75x11.875 LVL GDR AT I6" O.G. STAGGERED I 2xb6J-1- = WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS tL Q I I _ -�- - (ENGINEERED DESIGN) - [R507.2] I Q N [R403.1.6] O I t1 DOUBLE FRAME r � r - - - - -1 r - - r- - - - IAT 16' c�- d _ m I I I AT STAIRS I I I I I I I I I I m GREATER THAN b FEET00NBGENTER EMBEDDLTS SPACED ED NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE T CELLS OF CONCRETE MA50NRY UNITS. THEU XGAVATED I IIBOLTS SHALL BE LOCATED IN THE MIDDLE THIRDSEAM POCKET I OF THE WIDTH OF THE PLATE. A NUT AND (�WASHER SHALL BE TIGHTENED ON EACH ANCHOR 1- l�- D_ IpTYP-2) L - - - - J „ L - - J L - - -- -[ L- - - - -I „ I BOLT. THERE SHALL BE NOT FEWER THAN TWO z In 8-4 I I-8 10-4 8-IO' 8-8 I .. m W v BOLTS PER PLATE SECTION WITH ONE BOLTJ o m z 6 Q I LOCATED NOT MORE THAN 12 INCHES OR LE55 z I- p U LUJ W r W z N I I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH J1 0 z W- z- UN O END OF THE PLATE SECTION. WALLS 24 INCHES p $ N z U_ _ 0 -1 W 6 I �, 3,_8„ -' TOTAL LENGTH OR SHORTER SHALL HAVE NOT d-o Q a- - dJ Oz o _j N�-c�W La 4- V }- r O - I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE R ,I , N CD w I I - - - CENTER THIRD OF THE PLATE SECTION AND ltd"' -�J 1-4.-t 0,)-- Z Z z tL I _- -. SHALL BE ATTACHED TO ADJACENT WALL SL m (� r13 1U - - z O - I \ PANELS AT CORNERS AS SHO N IN ABLE ITEM R602 3(I) Q a v • x H J Q Lq Q O Q O I I D CONCRETE FOUNDATION STEM WA\ � I -I I Q 0- IL 4-1 m (� Q I I PON 24"" x 12" Ht CONTINUOUS P.G. FOOTING I R-11 BASEMENT WALL BLANKET INSULATION O 0`r W- a O 7 u- O OI- N I I O Z 0- w O � � < LLQ I I MINIMUM 3-0' BELOW GRADE x a Ul I I zQ 0 O � �,Q (�/ f1 N < Q (� - - - - - - - - - - - - - - IN N I I I I P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL <m �, - 05 - uWI LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS Q [p O tr q < Q I 24F 0. I I � - J I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY AND LL IL w L_ - - - - - - - - - � I [- - - - - - - - - - I I - J �o ONE No. 4BAR NEAR MID-HEIGHT OF THE WALL _ = N z L - - - - - - - - - - - - - - - - - - -- - - - - - -j ( I I\ r - - STORY;OTHERWISE,SEE PLANS [TABLER404.1.2(I)] 00 N 6 I -' EXPAN510N JOINT r dJ - - - - - - - - DEGK �- o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o o I cv 4 ABOVE N 4" P.G. FLOOR SLAB - - - - - -- - - - - - - - - - - - - - J 2x8 [UG3B] P.T. LEDGER POURED CONCRETE FOOTING (2)_2x8 P.T. G R N 1/2"0 x 4" GALV.LAG 5GREWS AT 16" O.G. ON UND15TURBED 501L [R403.1] J - \J - -- L STAGGERED [F-50-7A] 6 MIL POLYETHYLENE FILM `��f "� CONTINUOUS UNDER STEMWALL t;:'c�,, r• �„_ -, ' ✓'�`J - - - - P.G. FTG T`"O"FIGAL NALL SECTION 'INu{ -:� :: .�..��. 10'-O" " 22'-a° 7'-4° 12'-4" n Io SCALE: NT5 .^K S„ 0E- IVE„� 8' �" D DEC 0 8 2021 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON Q 12"<P x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON J 24" x 24" x 12" DEEP P.G. FOOTIIN6 WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM MAXIMUM SUPPORTED LOAD AT 7'DE51GN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) 13 O (ENGINEERED DESIGN) A O O ti N °o X O FOUNDATION PLAN 50ALE: 1/4" = 1 ft O a0 :3 z (� U.J O N °� 0 0 5TRUGTURAL DESIGN NOTE LH LU u0. LU_ Z aQ Oa- �-- O In accordance with the 2020 RGNYd 5; structural WINDOW AND DOOR SCHEDULE Steel/WOOd composite columns, beams, headers and elements such as engineered wood, steel and 0-1 -( No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL 4 d �- girders that: WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS 1) resist ravit loads, and )J v I gravity 0 Atu UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sq x 36" 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE B UNITED WINDOW 39003030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sfi 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE J LL O C UNITED WINDOW 3900 T%NIN 3050V^ 3013/16"x2611/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained In the prescriptive design O D UNI-FED WINDOW 3900 TRIPLE 3050VG^ 3013/16"x2611/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf 150 sfi 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS � �- O E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sfJ 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE F NOT IN PROJECT F 1O Were designed In accordance with H O ANSI/AWG NDS-2018 with 2018 supplement. G UNITED WINDOW 3900 4040V PIC N/A 0 Sf 12.84 sf 0 Sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sq48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE O H UNITED WINDOW 3900 SPS-7G PIC N/A 0 Sf 18.80 sf 0 Sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE Structural elements such as Halls and fenestration I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) that: J (UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sq 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA=TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS I) resist wind loads, and DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 Sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sq CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYW S TYPICAL ALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf 120 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE -7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR V(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED 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[_sfJ where such elements occur in the plans, they are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DESIGN." A - 5 -11'-6" NOTE5 INDEXED TO THE 2020 ENERGY GONSERVATION GONSTRUGTION 3I'-O GORE OF NEW YORK STATE 35-O 2'-O" 3'-6" O 0 1= RI01.5 COMPLIANCE: This building was designed and shall be A ly constructed to meet the 2020 EGGGNYS. Both REScheck N.S. MAJESTIC QUARTZ 32 DIRECT (�KX f- Department of Energy) and REM/Rate (Moresco) computer software was utilitzed to demonstrate compliance. All VENT GAS FIREPLACE. ��j,� INSULATE dAIR-SEAL ALL "!� WALLS,GEILING AND FLOOR OF O W mandatory provisions of the 2020 EGCCNY5 - Residential THE CHASE. INSIDE WALL V !� Provisions are in force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS SURFACES SHALL BE iY FUTURE SOLAR ELECTRIC INSTALLATION [1103.9] 5HEETROCKED AND TAPED. O 810522 WRITTEN STATEMENT: To the best of m knowledge, ll l belief and professional judgement, these plane,s complywith the 14 O WALL SHIELD AND GEILIN6 CLOSED-CELL SPF Ener Code. Furthermore, as a RESNET certified rater (ID. U" FIRESTOPS SHALL BE CAULKED W GK WITH CAULK HAVING A 300° F Ivy No. 261439"1), I certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [1103.8] MINIMUM CONTINUOUS EXPOSURE j Energy Rating System (HERS) program. A signed certification INSTALL 2":P VERTICAL SCHEDULE 80 PVC, CONDUIT 5/4x ECKING l/ RATING. COAXIAL VENT HAS z N of compliance with the HERS program (HERO)will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU65 in OUTSIDE COMBUSTION AIR of the constructed building to demonstrate compllane. OR GAPS AT EACH TERMINUS [E3b02.3.2]. O INTAKE. - - I GYPSUM BOARD B J O O O 8301.1 CLIMATE ZONE: 4A Suffolk, NY 3030 G (V (V 1, 36" GUARD [8312.11 CONTINUOUS BEAD OF ----- ---- --- --------------------- ------ 1', SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 C=- p g Q - Simulated Performance Alternative,and the provisions of I I I I 6°610 SLDR 6°610 SLDR (2)-3050 (V tV u. . .�` GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." _ T -- i - i Q (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR # Mandator requirements: I Mandatory p p BASEMENT ENTRANCE I J-----L-------L-- WALL LINE ABOVE — ` R4or.3 CERTIFICATE, Builder to post per Code. `r DOWN CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE, To be tested d verified to 3 I I !Y O PL TE Ht. " A F LA H . 9'-I" ASF 1 z z l I I SEALANT AGH by HER5 rater. See Table R402.4.1.1 In plans. T I I = Q I R402.42 FIREPLACES, Factory built with UL 121 doors. CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule - �- ---------------- --- Im M1`----� R402.4.4 FUEL-BURNING APPLIANCES: All room heating and KITCHEN EXPANDING FOAM AT WINDOW g IL UNIT PERIMETER hot water heating appliances to be direct vent with both 23'-4 1/2" _ 7'-0 I/2" ® 1 O o OI Intake and exhaust pipes Installed continuous to the m cn I 18) WINDOW UNIT R402.45outsidREGE55ED LIGHTING, IG-rated and labeled as e. 3 I/2 tLCC) i I I having an air leakage rate of not greater than 2.0 ,fm v __ �' N I z� I I I 0 01 = i �o = ll1 dJ - w I 1 U -7 U N 1z ll— i R402.5rMAX. U-FAGTOR b 5460, See window schedule. ---------------� N w d i i } I 1 IN FAMILY ROOM 0)I — �% R403.1 CONTROLS: See plans for thermostat information. I �0 -I I m I I 4'-3" I i ' LL - € R403.3.2 DUCT 5EALIN6, All duct Joints shall be p Q ul I _ j__ I_: mechanically fastened and sealed with duct mastic 1 I - I I Q CONTINUOUS MINIMAL sealant. I mastic to duct seams. 1 GARAGE I S I m I EXPANDING FOAM AT WINDOW R403.3.3 DUCTpTpE5TIN6, A duct air-leakage test Is not � I l- 5" P.G. SLAB v I'-3 I/2" A u� in � i UNIT PERIMETER required under exceptions I and 2. Q( Q PITCHED TO DOOR ___ __ NOTE: 9'-O" GEILIN6 HEIGHT I I 20 cfm CONT. TO ERV o R403.3.5 BUILDING CAVITIES: Framingcovitles shall not be W r I I } = THROUGHOUT FIRST STORY > [MI505.4] rN used as ducts or plenums. N �4x 1 L I Q I Q i i I J 1 + R403.4 MECHANICAL 5Y5TEM PIPING INSULATION: Insulate NI O I x 1� �I fl mechanical system piping carrying hot water to on i N = - r' R-valve of not less than R-3. N I I x 25 cfm CONT. x x In I, R403.5.1 HEATED SERVICE HOT HATER(SHH) GIRCULATION (� I WALL LINE ABOVE---I u� o TO ERV ' I - i I r 287 287° t\v I r'� I SMOKE 4 G.O. SYSTEM, Not in project. 1 I SELF-CLOSING 20-min - [MI505.4] 1- 1" x 1" P5L COLUMN I DETECTOR(TYP) 2`�T° cV I�� M CONTINUOUS BEAD OF O HEAT DETECTOR O , , O _ SEALANT R403.6 MECHANICAL VENTILATION, ERV continuous m 1 I F.R. DOOR [8302.5.1] (2)-1.'75 x 11.815 LVL `n N NPop- minimum I N 0 ventilation system specified In the plans exceeds the i FLUSH HDR m �� PDR m m minimum efficacy of 12 cfm/watt. _ (2)-2x10 O 8403.7 HVAG EQUIPMENT: Sized In accordance with ALGA ---------------� i �_ _ ___ (4)-1.15 x 11.905 LVL FLUSH_HDR _ __ __ _ -: (2) 115 x i 1.815 LVL FLUSH HDR HDR Manual J and Manual 5. u� d> -- _ GYPSUM BOARD m __ __ N (3)-1.15 x IG, LVL DROP HDR__ __ __ = (ENGINEERED DE51GN) " L---- (ENGINEERED DESIGN) - - BEARING WALL 287° _ 8403.8 MULTIPLE DWELLING SYSTEMS, Not applicable N ! 1 � I I 8403.9 SNOW MELT: Not in project. N (ENGINEERED DESIGN) 2 Q ® 2„1° I R403.10 POOLS AN 5PA5= Not In project. _______________� it 2x10 STUD WALL AT 24" O.G. Pro I TECHNOLOGIES 5 1 CONTINUOUS BEAD OF R403.11 PORTABLE SPAS. Not in project. i II o HVAC R.A.G. CHASE 11 MODEL T705 1 I LU ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps In at I O i 71i PR06RAMM00 ABLE 20 cfm CONT. TO ERV L--- LL least 90% of permanently Installed fixtures. I I INTERIOR GARAGE WALLS: = I N ' GL I T14ERM05TAT [M1505.41 BATH IN J J , CONTINUOUS BEAD OF I I R-15 BATT INSULATION i o } I o ° O SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was I - - F N W ys GYPSUM BOARD �0 1, 2'- 3/4" N X used to show compliance with the Energy Code. REM/Rate p I I 1 N - r 1 i FOYER `Q N V� 2_. _ _ software was used to model the building performoce - see = I S GARAGE GEILIN6: 1- dJ I I OPEN TO ABOVE I- O (� I/ ---- - - -- ---------- 2020 IEGG Energy Cost Compliance report provided with N 1 O 1 o y�" GYPSUM BOARD I m o = 0 Q BEDROOM 4 u j� CLOSED-GELL 5PF Permit lication. REScheck was used to model the buildin cul I 2`F7 - x 1 ul App g I 1z [TABLE 8302.61 DINING ROOM - J — �', performance based on national standards - see RECcheck -' 0 r, 1 : __� _ Compliance Gertiflcate and Inspection Checklist provided with N I I ~ I m � -11 in \Z p p O A4 Permit Application. I _ 1 I U C2)-1.15 x 11.815 LVL FJ III 31 I/2 12'-5" "; I I 10'-3 I/2° � Q� ii SHOWER 1 I ' LU I UNDER SECOND STORY WALL �� m V = 11 PANTRY 3 1/2" 3 1/2" CONTINUOUS BEAD OF I N in 111 I c� z - !-� ,',; �_ SEALANT _ I x 1-4' r m 12'-1 I/2° -----�-O'- — — t3 O J W --------------� d 0 — z W -J 3°68/(2)-I°68 5L I= Q - d3 GYPSUM BOARD = ---------- I 0 O 22'-I" - P I! N PORCH WALL LINE ABOVE 2,� ' Z � z z - -- ------------------------------A o I p- ►' OJu (3)-3050 5/4x6 DECKING, (3)-3050 j (L IK O q: CONTINUOUS BEAD OF O 3050 O 3050 (2)-1.15 x 11.815 LVL HDR (2)-1.15 x 11.815 LVL HDR I J th ISEALANT 4x4 P.T. P05T Q Q I 0 J(TYP-2) O (v (1 O Q GONTINUOU5 MINIMAL PLATE Ht. 8'-5" ASF PLATE Ht. 9'-I" ASF ® 1��-- V Z §' EXPANDING FOAM AT WINDOW UNIT PERIMETER —-- -- -- --—® I_ ( WOOD STEP5 WINDOW UNIT(OR _ G� F WEATHER-PROOF DOOM I 6'-4" 10'-O" 6'-4" 6'-6" 6'-6" 6'-6" 12'-O" I (2)-2x12 UP5ET HEADER . s I 22'-8" 1'-4" 13'-O" 10'-0" CONTINU S MINIMAL I EXPAND�6 FOAM AT WINDOW UNIT PERIMETER AIR SEAL I NO NOTES f TABLE 8402.4.1.1 -2020lh r' '\ AIR BARRIER AND INSULATIONINSTALLATION ' {` '�.� a M.A� f CONTINUOUS BEAD OF INSULATION INSTALLATION, �..?� G�;=" ` alp COMPONENT AIR BARRIER CRITERIA _..,.�'' I SEALANT CRITERIA - '\ A continuous air barrier shall be Installed in the A ,I "I building envelope. r" iI General requirements The exteriorthermal envelope contains a Air-permeable insulation shall not be used as A-1 ®� IVERED DIE_ e 2Q21 CYP5UM BOARD continuous airbarrler. a sealing material. I, CONTINUOUS BEAD OF Breaks or'oints in the airbarrier shall be sealed. I ADHESIVE The air barrier in any dropped ceiling/soffitappin e be FIRST FLOOR PLAN y� I Q . I aligned with the insulation and any gaps in the air f-�I�j, CONTINUOU5 BEAD OF Ceiling/attic barrier shall be sealed. The insulation in any dropped ceiling/soffit �� 17- SEALANT be aligned with the air barrier. 50ALE: 1/4 = 1 ft O SEALANT Access openings,drop down stairs or knee wall O T_ d) doors to unconditioned attics aces shall be sealed. __.__.-_._._ . . _ Cavities within corners and headers of frame V 2" CLOSED-CELL SPF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling 1 sealed. the cavity with a material having a thermal � W 117- resistance resistance of R-3 per inch minimum. O O r Walls The junction of the top plate and the top of exterior Exterior thermal envelope insulation for Oz "'- walls shall be sealed. O O l.. -.----------- - -- framed walls shall be Installed Insubstantial Knee wails shall be sealed. contact and continuous alignment with the air O barrier. E- Windows,skylights and doors The space between window/doorjambs and O V 0 framing,andskylights and framin shall be sealed. `- CONTINUOUS SILL SEALER - Rimjoists Rim joists shall include the air barrier. Rim joists shall be insulated. O FULL WIDTH OF: SILL Floor fram Ing cavity Insulation shall be 0 iX X ,� installed to maintain perm anent contact with O — " the underside of subfloor decking. Z r Q 1L FOUNDATION WALL Alternatively,floor framing cavity Insulation � 00 Q Floors Including cantilevered floors The airbarrier shall be Installed at any exposed shall be in contact with the top side of O i� and floors above garages. edge of Insulation. N O �- IL O sheathing orcontinuous insulation installed 9 CONCRETE SLAB on the underside of floor framing; and W a < w Z extending from the bottom to the top of all STRUCTURAL DESIGN NOTE v F w perimeter floor framing members. I�r i \ / Q Q Exposed earth In unvented crawls aces shall be Crawls ace Insulation,where provided Q_ p p p In accordance with the 2020 RGNY5; structural Crawl space walls cowered with a Class I vapor retarder with instead of floor insulation,shall be overla in oints taped. emn anenti attached to the wails. elements such as engineered wood, steel and X Duct shafts,utility penetrations,and flue shafts steel/wood composite columns, beams, headers and OL Shafts,penetrations opening to exterior or unconditioned space shall be , p 9 p girders that: 1- y sealed. g to (V Batts to be installed in narrow cavities shall 0 Q be cutto fit ornarrow cavities shall be filled 1) resist rovit loads and v-a Narrow cavities g y !U- with insulatipn that on installation readily �[ O � conforms to the available cavi space. -1 O Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O W Qr Garage separation IL and conditioned spaces. provisions of the 2020 ROWS !L NOTE: IT IS THE INTENT TO PROVIDE FORA Recessed light fixtures Installed in the building Recessed light fixtures Installed in the N CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight were desl designed in accordance with m THERMAL ENVELOPE. THIS DETAIL 5HOW5 surface. and IC rated. g 1- TYPICAL METHODS OF AIR-SEALING U51NO In exterior walls,batt insulation shall be cut AN51/AWG ND5-2018 with 2015 supplement. 0 VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring insulation that on Installation,readily Structural elements such as Halls and fenestration GONFIGURATION5 NOT 5HOWN, SUCH A5 conforms to available space,shall extend CANTILEVERS Af`'.D STAIRWELLS, SHALL BE behind in and wiring. that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The airbarrier installed at exteriorwalis adjacent to Exteriorwalis adjacentto showers and tubs DATE: FEBRUARY 2021 A CONTINUOUS AIR BARRIER ALIGNED HITH THE Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be Insulated. 1) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. The airbarrier shall be Installed behind electrical Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design FIRST FLOOR boxes shall be installed, provisions of the 2020 RGNYS PLAN $ �f/� HVAC supply and return register boots that AIR 51� /l J.,. I I `��,/ DETAILS HVAC register boots penetrate building thermal envelope shall be sealed f-,` to the ste buil,wall covering or ceiling penetrated were designed in accordance with ASCE '7-16 wind b the boot. provisions and acceptable engineering practice. SCALE: 5/4" = 1 ft Where required to be sealed,concealed fire DRAWING NUMBER sprinklers shall only be sealed in a mannerthat is Concealed sprinklers recommended by the manufacturer. Caulking or where such elements occur In the plans, they are other adhesive sealants shall not be used to fill annotated "ENGINEERED DESIGN." = voids between fire sprinkler cover plates and walls or ceilin s. A A-� Z Z � O Z � — I'-10 1/2" LL 1/2" IL 3'-"1 3/4" 14'-2 I/4" 6-4" 6-4" 3'-8" 3'-8" W lu ------------ I tV (y ------------I � COV N �—---------------� -- I I ate-, I I I I Oi HAZARD GLA I NG [R308.4] O 1 O(2)-3°5° ----------------------- -- --- -L-- A WALL LINE BELOW 'I 1 0 J-l— I 2x8 GJ AT 16" o.c. 4040 PIG �p O 1 4°4° PIG = ------------ - (2)-l.75 x 11.875 LVL FL HDR _7 ---------------- '-O I/2" (ENGINEERED DESIGN) I DOUBLE WALL STUDS 5'-I" 5'-0"FF I _ 51 BEDROOM B Q 2'-2" I 6'-"1" 2'-5 I/2" O1 m 2x8 PLATFORM W.I.G. 0 8'-0" G Ht m_ I oO N _ I 20 cfm CONT. LU BATH I Q I To ERV N J [M1505.43 -� Q i 1 1 § LIL:� 0 WHOLE-HOUSE MECHANICAL VENTILATION [R403b] v I 1- M BATH 3'-10" j LENNOX HEALTHY CLIMATE ERV5-1'75-TPD ENERGY RECOVERY VENTILATOR 20 cfm CONT. Pro I TECHNOLOGIES I 8'-0" G Ht ---- TO ERV INSTALL ERV UNIT IN CONDITIONED ATTIC. _ N MODEL T705 I --------- DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. i I z ® i [MI505.4] ci PROGRAMMABLE m :X-:: I x p I m m THERMOSTAT I ----------1 ---------7 N 1 I SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL 0 0 _--------- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. =_ __=====m m 247 287 287° i 1 i- N LIN 36" GUARD [R312.1] _ _ _ N STALE AIR TO OUT5IDE AND FRESH AIR FROM OUT51DE: b" d1o. DUCTS _ / ® ® 1 I Qtr 2470 ® r _ �� S GONNEGTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL "15PO-1 HVAC EQUIPMENT IN ATTIC 0. — — — rc— — —� A.G. PENRN� m SMOKE g c.o. HALL 2�° 2�° m DETECTOR 6.0. q FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: b dio. DUCT GAS OR PROPANE FURNACE: LENNOX ELI"16UH070XE36B SLOPED x _ _ 0 j CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 20184"1570 GEILING (2)-2x10 /— �— J _ STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. I - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL IBN48 I HEATING GAP: 64,000 Btuh;AFUE = "16.1 ! HDR 2HDR10 (2)-1.15x11.815 LVL FLUSH HDR (3)-1.75x11.8?5 LVL FLUSH � iv ------------------- ----- ALL DUCTS INSULATED TO R-4.2 281° 287° (ENGINEERED DESIGN) d BEARING WALL (ENGINEERED DESIGN) r- iv\ INDOOR COIL: LENNOX GH35-30B+TDR I" RIGID INSUL cv �_ _ —� m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.41: j OUTDOOR UNIT: LENNOX MLI4XGI-036-23OC;AHRI 2033-746"10 ON ATTIG - I COOLING GAP: 34800 Btuh;SEER = 15.10 ACCESS DOOR 12" x 12" AIR CJ 36"GUARD [R312.1] �x� v MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM _ INSTALL IAW MANUFAGTURER'5 5PEGIFICATION5 z TRANSFER GRILL ® m X AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. (1 O OO 2x4,4 N LAUNDRY IN GEILINGi�- oo L m wv I - HVAG R.AIO DHALL AT.G. CHASE 24" O.G. N 6 w Lj Z Z � u � 'MASTER=BFDR0M ° W.I.G. � Z Q tt- d1 ? p/_DRYER EXHAUST O o =INF__�:' �p g _ _ J O J w DRYE WASHER OPEN TO BELOW - m [MI502] Z W IK Z JU Oz 4LZIU N 6'-O I/2° O`-Ht-TRAY Nr' v jYj 3 1/2" 3 1/2" 203° < >` OL W T ® O 10'-O' iv cv r ---------- d I O N DOUBLE WALL STUDS O O } N i 51042 EYEBROW PIG Q Q Z (a 287° 12'-5" 12'-5" (v ; 'n � < � I __ (2)-1.�5 x 11.85 LVL HDR �p O (2)-305° - N m Z - _ (ENGINEERED DESIGN) m < WALL LINE BELOW ---------� (21-3°5° m OG -------------- ------------------------ ------- L WALL LINE BELOW I I O I I I I L - ------------------------- J r - ------------------------- (':1 7k tjrV c� L- ------------------------- -J 1 11 I 1111 11 II 6'-b 614 2'-b 3'-O �j�a 1,'•�'ejj��ll `f `" ' ;' 6-4" 13'-0" 10'-0" 13'-0" 5'-6" 4,'-10" DEC 0 a 2021 S GIONI� FLOOR PLAN, o A SCALE: 1/4" = 1 ft O r0 � r 0 O � m °O � O v Q u� SOLAR-READY 11AO X w CERTIFICATE O N - J < This home has STRUCTURAL DESIGN NOTE w p- Z Incorporated features at O Z the time of initial In accordance with the 2020 RGNYS; structural Q 4 �-- construction to enable the elements such as engineered wood, steel and ~ X y 17installation of solar steel/wood composite columns, beams, headers and X 4 1� electric. girders that: �- ry The solar-ready roof o zone Is shown on this o I) resist gravity loads, and v W _V F construction plan excerpt 2) are not contained in the prescriptive design O w O GO U and is free of AIT provisions of the 2020 RGNY5 w obstructions that would L E � 0) limit placement of solar were designed In accordance with O panels. ANSI/AWG ND5-2018 with 2018 supplement. O m Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: o Installed through walls at DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the installation of wiring between the 2) are not contained in the rescri tive design electric service panel and p p2nd FLOOR roof mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN panels. ROOF ZONES were designed In accordance with ASCE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER � ® ® ® ® ® ® where such elements occur in the plans, ithey are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO rELEGTRIC 5ERVIGELE PAN [T105.10] annotated "ENGINEERED DESIGN.," A == 5 i BWL A BWL B BWL G BWL D fi I BWL I -----!----------------- ---------- - -_-- 2_5 12'-2" -- O ' I r. �`- i WALL LINE BELOW ROOF BELOW tL / cV - E 2x 16" 0 16" o.c., (X ° i 1 10 RR AT c, 2x10 RR AT i O 1D ROOF BELOW E I „ y - N N :, . . .. _ p I m _ ROOF LINE - - _ n -- J r } , ATTIC PATHWAY FOR SOLAR ELECTRIC (TIO3.51 , - - � ' INSTAL 2 � VERTICAL SCHEDULE 80 PVG - _ ----- - - - x -.. i r I x6 RR N N GONDUIT HROUGH ALL WALLS TO ATTIC, WITH y i TEMPORARY PLUGS OR GAPS AT EAGH TERMINUS •.T I i o [E3802.3.21. o - I - N I li i N - AGGE55 ROOF , s m - - - - - Y I X ' N fj I - Q AGGE55 ROOF T N ."....:„ 135 x 14 LVL 5TRUGTURAL RIDGE N i , �t POST RIDGE DOWN TO BEARING / tt WALL AT 12'-0" ON-CENTER OR LESS 2x12 RIDGE ; I m 2x12 RIDGE' I EXTEND RIDGE TO BWL 2 ---- - ----------- ---------- T_----_,� - ---- I BEARING WALL AT } I ROOF BELOW t : '. ° R „ �� --. ., I r',� :rj I � � g I ALL VAULTED 3-6 3-6 6 4 CEILINGS ' a u 50LAR-READY ZONE [TIO3.3] ° PROVIDES 36" WIDE ACCESS PATHWAYS O 4 :p FROM EAVE TO RIDGE WHERE 5HOWN ! k x [R324.61. THE SOLAR-READY ZONE SHALL �k Q REMAIN CLEAR OF OBSTRUCTIONS SUCH AS p! VENTS, ETC. [T103.41X (TYPIGAL-2) P`iv �S� X d) 2x6 RR AT 16" o.c. SEGONE7) STOR"'r SNL PLAN - - X RR AT 6" 0 6" O.C.SCALE: 3/16" = I ft - 6 2xIO .G. X O AT WALL LINE „^.w.., 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. PORGH ROOF BELOW „ ,,...-.........:. .. WALL LINE LL- I � m w � ROOF LINE N tum ?z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL m Q't - 1x _J 1W � zw a,b,c,d,erg p F13z JOINT CONNECTIONS �1 j o z 1 z GROUND SNOW LOAD(psf) 0. >. -LU ROOF PLAN RAFTER 20' - 30 �> 4 � RAFTER SPACING Roof span(feet) O OL X Q SLOPE p p BW E BWL F BWl G B H SCALE: I/4" = I ft il (inches) 12 20 28 36 12 20 28 36 Q 22-4 7-8 581-6 Required number of 16d common � nails', per heel joint splices',a,e Z I I 12 4 6 8 10 4 6 8 11 y\ , 3:12 16 5 8 10 13 5 8 11 14 !1 ' BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 1--� 4'-10" 3'-O" 4'-4" 12 3 5 6 8 3 5 6 8 _-_ Wind Adjustment Factors-Table R602.10.3(2) 187 °4R I I ' � 4.12 10 4 6 8 11 --- Aper Story ( � (p 12 15 5 9 12 16 F I U24 5 8 -- ( __ 12 3 4 5 6 3 4 5 7 U," ,J -� _! _- ------------------------ ------ Numbered Lettered �•,rca "i :(i, BWL 3 - --------------- I I I I 5:12 16 3 5 6 8 3 5 7 9 ^�;u K+ .. , 31 _� 1 I , I Wali Lines Wall Lines Comment I I I i I I Exposure Category 1.00 1.00 Exposure B; 2-Sty 24 4 7 9 12 4 7 10 13 Roof Eave-to-Ridge Height 0.98 0.98 9'-8'; Roof Only 12 3 4 4 5 3 3 4 5 _ , i- �`��� 'r��a tin C°w®'• dh��. i •., y •• is e,.r.9aN ,�6..5. Wall Height 0.90 0.90 8-0" 7:12 16 3 4 5 6 3 4 5 6 __ �,, �.- °•.. � ,t.. 24 3 5 7 9 3 5 7 9 Number of Braced Wall Lines 1.a0 1.45 2; 4 Additional 800 Ib Hold Down 1.00 1.00 N/A 12 3 3 4 4 3 3 3 4 ;, I ;i I Gypsum Board Fastening 1.00 1.00 NIA 9:12 16 3 4 4 5 3 3 4 5 0E .�VL�ED ��� a 2�2) Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 - • I i-"-" -" 12 3 3 3 3 3 3 3 3 1 I , 12:12 O - ._ - a 16 3 3 4 4 3 3 3 4 O f r ' Braced Wall 140 mph Total Bracing24 3 4 4 5 3 3 4 5 O z d1 Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status O O {I , Line Method Total r- J I' ftBracing ft BracingProvided (ft) For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per is �p r- (ft) g ( square foot=0.0479 kPa. In 1L N W 1 WSP 27.08 7.27 0.882 6.41 17.67 OK Q O a. 40d box nails shall be permitted to be substituted for 16d ' - - 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OK O z I O common nails. O X O A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailing requirements shall be permitted to be reduced 25 0 O B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. i C GB 12.96 6.83 1.279 8.73 26.08 OK c. Heel joint connections are not required where the ridge is supported b a load-bearing wall,header or ridge beam. Lj D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK y g g I " _ d. Where intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall,the d u- d- m tabulated heel joint connection requirements shall be / ._ J q O _ uu�� I � a�� Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N � v Q �' Q Q i/ R .. ,...,.... Lower Story span. W Z e. Equivalent nailing patterns are required for ceiling joist v - _.__.-._._.____...___.___, I Numbered Lettered Lettered q gP q gj ww O to ceiling joist lap splices. a V Z 2'-6° 2'-6° I Wall Lines Wali Lines Wall Lines Comment << BWL4 ' ------- --"--------- --- - - --------- --- `-`-------`-` --- Exposure o 1.a0 1.00 1.Oa Exposure f. Applies to roof live load of 20psforless. �- ILS -I--- -4 p Category p g. Tabulated heel joint connection requirements assume X F- < - �-' Roof Eave-ta-Rid a Height 0.98 1.00 0.99 9'-8" 10'-0 9-8 Q 4 �i Q- ;, ,, g 9 that ceiling joists or rafter ties are located at the bottom I 4'-10" 7'-O" 4'-l0" I I --- �' - -- I'F --�� '"i" "_ �'`• ' Wall Height 0.98 0.98 0.95 9'-8"; 9'-8'; F-0" of the attic space. Where ceiling joists or rafter ties are -_ 6p Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection v W I _-.__ .d_...._...._..._....._._......__.-_._-__._.._......,___..w., ' Additional 800 Ib Hold Dawn 1.00 1.00 1.aa N/A requirements shall be increased by the following factors: � 0 - - Gypsum Board Fastening 1.00 1.00 1.00 N/A 0 = HC/HR Heel Joint Connection Adjustment Factor !L. f- Wind Factor Total 0.960 0.980 1.223 I O GARAGE DWELLING 1/3 1.5 �n 1 O 1/4 1.33 m Braced Wail 140 mph Total Bracing 1/5 1.25 -a Braced Wall Bracing Wind Factor 1/6 1.2 F I RST STOR"'r BNL FLAN Line Method Line Spacing Required Total Required Length Status 1/10 or less 1.11 SCALE: 3/16" = 1 ft (ft) Bracing (ft) Bracing Provided (ft) DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.00 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING above the top of the rafter support walls. ROOF PLAN Hi F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK ROOF ----------------------� 2x EXTERIOR WALL Z Z I O • O I i - - — — — - — t R-30 BATT INSULATION ci STUD TO FLOOR JO 15T v I SIMPSON COIL STRAP p[ IL ------------------ ------ -- ------------------------------------------I--- ---------------------------------------------------------------t-------------------------------------------------------i (4)-8d NAILS AT EACH END LL CEILING LAUNDRY I I I FAMILY BATH �� I — — — — MASTER BATH I , 2x SOLID BLOCK AIR-SEAL BETWEEN FJ Q _ _ I 2x RIM BOARD w lu ? I > I I i >I ? I > I > I > I 13 � 0 u? I I I ( I I CANTILEVERED FLOOR JOIST HASHER i i WG I LAV. I I LAV. I LAV. i WG ( i i cv I I I INYL SOFFIT TUB I I I TUB Q SHOWER 1' , ry �I j FLOOR J015T TO WALL: J-4-J # Q 2x EXTERIOR WALL 51MPSON H2;(5)-8d NAILS TO FJ 4 (5)-8d NAILS TO STUD 2ndFLOOR ----------------------------------------------------------- ALTERNATE WHERE FJ/STUD M15ALIGN5: lily --- --------- ------ -------- --- -------- ----- --- --- -- -- ------- 2, W 3 W I-I/2 W r 1-1/2' W 1-1/2 W 2' W 3 W 2 W I I (� FLOOR JOIST TO PLATES: l` 2 w I I C,p, 2" W 3" H I I G.O. 2" W 3" I I i 51MPSON H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES 2 --------------t------------ I I PLATES TO STUD: , ----------------------------------------------------------- ------------------------------------------------------- SIMP50N H2.5;(5)-Sd TO PLATES, (5)-Sd TO STUD- CEILING _ — — I 2x ROOF RAFTERS AT I6" O.G. - - _ _ KITCHEN -- - - - - - -. - - - - POWDER BATH I U5E GALV. HURRICANE TIE BETWEEN —� — —� — — — — —� — — — — — — — — I EVERY RAFTER AND THE ROOF BEAM }I �I }I �- - - - - 1 - - - - DETAIL FLOOR ul _I ` _I - I +-- 2x CEILING JOISTS AT I6 O.G. tJ ' CANT I LEVERS $ SETBAG' <S USE (JOIN NAILS AT RAFTER Lu I IWC I WG � HEEL JOINT CONNECTION N (�KIT SINK DW m I LAV. m LAV. I i SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) ' " UG3A PRESERVATIVE TREATED i A55EMBLE WITH 10-d NAILS TUB i 12" O.G. 5TAGGERED ALONG LEN&TH I I I I 1st FLOOR I VENTED VINYL SOFFIT Ix8 TRIM BOARD ------------------------- --------------------- -------- ----- ----------------------------------- ---------- --------------- ----------------_ 0 --- ------------------� 211 N 1-1/2" W 3" W 1-1/2" W 3" W 2"W I UPLIFT CONNECTIONS: G518 GALV. GOIL STRAP G.O. 2.: I,� G.O. 2- W 3" W G.O. 2 W 3.1 1„1 I USE (2) AT EACH POST, TOP t BOTTOM I 5/4"xb" DECKING (4)-IOd NAILS AT EACH END ----------------------------------------- -------------y PERPENDICULAR TO JOISTS CEILING 4" H (2)-8d THREADED NAILS OR G.O. 4" W 4„ W r• — -i — -{I F.A.I. (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 4 i EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (5EE PLAN FOR SIZE) I FLOOR JOISTS UG55 PRESERVATIVE TREATED (5EE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS FLUMB I NC RISER 1�)I AC RAM / UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R50-7.51 —/ I TO APPROVED 50ALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE 4x4 WOOD P05T BASEMENT FLOOR I UO3B PRESERVATIVE TREATED ` l --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� ((V PB44 HOT-DIPPED GALV. !E- P05T BASE ANCHOR m tr- J 1-1 tu m Y t0 12"(Px b'-O" HIGH P.G. COLUMN WITH (2)-#4 z" ill z VERTICAL REBAR ON z z J v Z " Q W TYPICAL ROOF R-3Q 24" x 24" x 12DEEP P.G. FOOTING WITH (2)—#4 m — 13 Z W ASPHALT ROOF 5HINGLE5 OVER 15# FELT OVER REBAR EACH WAY,REBAR 4" ABOVE STRUCTURAL PANEL SHEATHING OVER BOTTOM (U�.� 2x10 RAFTERS AT 16" O.G. Q > [L W t- Q Z LU 1.15 x 14 LVL STRUCTURAL RIDGE R-3G 6" THICK GLO5ED-CELL SPRAY POLYURETHANE FOAM (5PF) Jj-1 WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] Q J Q QL A (5EE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] TYF I GAL PORCH DETAIL � O � Q� -D < X X 8 5GALE: NTS / ry Q Q N z R I I ) E TF'NS I ON STRAP=: WRAP STRAP OVER RAFTER (5) 10—d COMMON NAILS AT EACH END OF STRAP it 2x4 COLLAR TIE AT 48" O.G. GABLE WALL INSULATION (OPTIONAL) CONTINUOUS: R-5 I-INGH RIGID FOAM XP5 L CAVITY: R-13 2" 5PF (BEYOND SECTION) SEALED ATTIC (INDIiI=GTLY CONDITIONED) 2° Soup ,.'`""''"'""`• WOOD BLOCKING MT530G STRAP—TIE '' ' SMOKE � G.O. � . Y'1 _ 2x8 GJ AT I6" O.G. I S �p �` •;'""`"•" '• >. a DETECTOR IN ATTIC "• �• f1 .* (� EACH RAFTER a p.. � ^}�4_�}�� N�,\�� 1�� Shy„•.' I—I/4 WIDE 20—GUAGE NOTE: ALL DUCTS SHALL BE " •� /'�, '^^ ;.r . "r,r, h'r 4 TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2" GYPSUM 1'_p" INTERIOR SECOND STORY BOARD FINISH GALVANIZED STEEL STRAP ;�j.' '.•� ;?� �^r`` 2x4 STUDS AT I6 O.G. � EACH SIDE OF WINDOW AND E---- f r 'h `•' Y ' " e" RAFTER TO STUD : (2)-2x4 TOP PLATE;2x4 50LE PLATE WALL CAVITIES AND SECOND DOOR OPENINGS. INSTALL }r WRAP STRAP OVER RAFTER (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 '11a .; i. ' I.%1, R-15 UNFAGED FIBERGLA55 BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. STRAP FROM TOP OF TOP '~ (4) 8—d COMMON NAILS AT EACH END OF STRAP PLATES TO JACK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED VINYL SIDING OVER HOUSEWRUR OVER EL 1 XP5 INSULATION - OVER I/2" STRUCTURAL PANEL SHEATHING G5-W5P � � � MINIMUM LENGTH BELOW DELIVERED DEC 0 0 ZQZI IAW MANUFACTURER'S SPECIFICATION —' w u� HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD HALL ID LAUNDRY N BOTTOM OF HEADER BEYOND SECTION (2)-1.-15 x 11.8-15 LVL 11 m DOUBLE-FRAMED 0 STAIRWELL (TYP) 3/4" SUBFLOOR IV Q >r = Q Q11.8-75 TJI-560 FJ AT 16" O.G. R-13 2" CLOSED-CELL U- 5PF AT RIM J015T O II 0 0 r - TYPICAL INTERIOR WALL N Q ^ i 'Tr2x4 STUDS AT I6" O.G. I I (2)-1.715 x 11.8-15 1/2" GYPSUM +� m (2)-2x4 TOP PLATE;2x4 SOLE PLATE I ( LVL FL HDR BOARD FINISH 1�1ALL STU1� TO l�IALL 57U[) : y2 GYPSUM WALLBOARD ON BOTH SIDES STRAP OVER OR UNDER SHEATHING Ist FLOOR PLATFORM R-13 2" CLOSED-CELL SPF 2x8 PLAT I I O 6 V - O (4) 8—d COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER 3/4" PLYWOOD 5UBFLOORAT RIM J015T I I O I - '6 z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR J015T5 AT 16" O.G. TENSION ST 'I NC BRIDGING AT MIDSPAN r' Z O =211 Z GROS5 Q LL 1/2 GYPSUM I I HALL PANTRY 0 p SILL CONSTRUCTION: AT MALL OPEN I NC S Noy o 0 _ BOARD _ 2x6 P.T. (UG313) SILL ON TERMITE SHIELD FIN15HV I SCALE: NTS J < < 222... Z ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINISHED FLOOR 11! 0_ (SEE TYPICAL WALL DETAIL) 5TAIR5 0 4 Q p x Z i x 1 D_ LVL GIRDER FINISHED GRADE I/2" 6YP5UM <d FIN15H GRADE (4)-3/8" LAG SCREWS BOARD FINISH 60 ry STUD TO SILL PLAT SLOPE 6 IN 10 MIN. AWAY FROM BUILDING O BASEMENT 0-1 WRAP STRAP UNDER SILL PLATE PER CODE 2x8 PLAT a (INDIRECTLY CONDITIONED) -1 O (6) 8—d COMMON NAILS AT EACH END OF STRAP 7 ) lu FULL HEIGHT R-II BLANKET WALL 0 �O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 5 INSULATION AS MANUFACTURED BY IL o Q CERTAINTEED CORP. ASTM E84 MAX. I/2" GYPSUM FLAME MAX. 5MOKE BOARD DEVELOPED INDEX 5 50 ~ m :. O ^ FINISH • �� 4" P.G. FLOOR 5LA13 TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 48" x 48" x 14" DEEP SECTIONS 4 10" POURED CONCRETE FOUNDATION STEM LL P.G. FOOTING DETAILS VERTICAL_REINFORGEMENT: NOT REQUIRED FOR SAND 8 GRAVEL SOILS (GW, GP,5W, 5P) w/#5 REBAR AT 8" ON-CENTER E.W. HORIZONTAL REINFORCEMENT: #4 REBAR AT MID-HEIGHT OF WALL-STORY I I I O I moi' `I I ND UPLIFT 15J`TR PP I NO ONE TOP BAR WITHIN 12" OF TOP OF HALL SCALE: NTS J"'� `•/ `UPON 24" x 12" Ht CONTINUOUS P.C.SFOOTING DRAWING NUMBER MINIMUM-3'-O" BELOW GRADE SECTION A NOTE: ALL METAL 5TRAPPING SHALL BE 1 1/4" x 20 DACE (51MP50N 0520 COILED STRAP). SCALE: 1/4" = I ft A -7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. NOTE5 INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE, All work shall conform to the New York State Uniform Fire Prevention and Bjliding Crone, _ Ici NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. Z Z O O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the 1- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DF-510N STANDARD: 2020 RGNY5 Town prior to the start of work. A cop yy of the building permit v - GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL until project completion. SNOW Speed Topographic Special wind Windborne Frost line HAZARDS https://hazarcis.otrovncll.org FOR THE PROJECT LOCATION: LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00510 H "12.56650 THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZE5 R106.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is ZO Q WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amoro v W 20 psf 127 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying, P.G. ("Designer") to provide professional engineering services. However,the Designer has MEAN ROOF HE16HT I5 NOT GREATER THAN 50 FEET [TABLE not been retained to provide construction engineering, 4 MANUAL J DESIGN CRITERIA-Central Islip THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore is nt responsible 8301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shah Q Elevation Latitude temperature cooling immediately notify Designer,to writing, if there Is any W Z heating cooling factor p g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT ", discre ant found between field conditions and W Ian 70 ft 41° North 150 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)3 dimensions,discrepancy with regard to existing construction. Z N O Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof 83012.1 WIND DESIGN: In accordance with Figure R301.2(5)B,wind N N Daily range span, 140 mph, pitch greater than 5:12) [TABLE 8802.1 I] i.° design is not required. This building is designed In O difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf Q 8301.2.1.2 PROTECTION OF OPENINGS: This building In not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. N N OF ALL BRACED WALL PANELS [8602.3.5]. R3012.4 FLOODPLAIN: This building Is not located in a flood # (1 hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads: (USI Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z 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 OF FASTENER a,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b'° SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on Y2" „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 1/2 x 10113 ),or 4-8d box(2/ xi0�113 ),or p 9 3-8d common(2/ 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,PSL. I Joists, glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate Toe nail 21 Joist to sill,top plate or girder Toe nail 3-1Od box(3"x 0.128"); or 3-1 Od box(3"x 0.128");or Staple 15 ga. 1 4 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails i i projections shall be located at least 5 feet from lot Imes and 3-3"x 0.131" nails Up to/ 0.097-0.099 Nail 2/ 3 6 are not fire-resistance rated. 4-8d box(2%2"x 0.113"); or 8d box(2%2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 %4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Rim joist,band joist or blockingto sill or to late ( i „ „);or 0.1 l 3 Nail 2 3 6 WALLS AND CEILIN65: Gypsum wallboard Is a Glass A finish 3-8d common(2%2"x 0.131");or Per joist,toe nail 22 P P 8d common 2/ x 0.131 having a F5I = I5 (re 'd max. 200) and a SDI = 0 (re 'd max. 2 Ceiling joists to top plate 3-1Od box 3"x 0.128" ; or (roof applications also) IOd box(3"x 0.128")• or 6"o.c. toe nail 1 32 and 8 Staple 15 and 16 ga.2 4 g g q q ( ) 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2%4 4 8 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR :, +, . 1 " " Staple 14 a 2 Ceiling foist not attached to parallel rafter,laps over 4-1 Od box(3 x 0.128 ),or 3-8d box(2/2 x 0.113 );or P g 4 8 INSULATION: Exposed Insulation that is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3Y2"x 0.162");or Face nail 2-8d common(2%2"x 0.131");or 23 Y Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist 3-1 Od box 3"x 0.128" or Face nail /2 and/ I surfaces shall have a F51 5 25 and a 501 s 450. See plans R802.5.1(9)] 4-3"x 0.131") ( )+ 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 %4"long Staple 16 ga. 2 4 8 R302.11 FIRE BLOGKIN6: Use Ceiling joist attached to parallel rafter(heel joint) approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3%2"x 0.135");or Staple 14 ga. 2 X 4 g around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d Common 3/ x 0.162 I where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail 2/4 3 6 3-16d box(3 %2"x 0.135")• or At each bearing,face nail 1 Staple 15 ga.2% 4 8 8302.12 DRAFTSTOPPIN6: Not needed for this project. 4-10d box(3"x 0.128");or 25 2"planks(plank&beam- floor&roof) 1 S Collar tie to rafter,face nail or 1 %4"x 20 ga. ridge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 2-16d common(3 „x 0.162) 0.097-0.099 Nail% 4 g 8302.13 FIRE PROTECTION OF FLOORS, Not needed for this to rafter „ :, project under Exception 4. 4-3 x 0.131 ) ( i +, ::). SPACING O FASTENERS 3-16d common 3 x 0.162 ,or � ((� 4-1Od box(3"x 0.128"); or NOMINAL MATERIAL DESCRIPTION a,b OF FASTENER AND LENGTH 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed v a luminaires shall be IG-rated I/A/W NI102.4.5 with separation 3-16d box(3%"x 0.135"); or 26 Band or rim joist to joist :, End nail THICKNESS Edges Body of anel P 3-10d common(3"x 0.148");or 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or g Y P 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga, staples, %6" crown inches (inches) ) (, ) from Insulation per listing. Z (inches) (inches) orches 4-10d box(3"x 0.128");or R308.4 HAZARDOUS GLAZING LOCATIONS. Tempered glass or 1 or truss 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 '' 1 O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; LU m at top and bottom and staggered. Fiber-cement and at locations where shown on the pians. t n m O 4-16d box(3%" x 0.135");or V z W z 3-10d common(3"x 0.148");or Toe nail IOd box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d, corrosion-resistant, ring shank nails 3 6 R30a.1 GARAGE FLOOR SURFACE: 6aroge floor shall be 5-Inch } Z Z Q,t d) z p/ 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle m -- - -1 is O-I lu Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131" nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q (n _ 7 And: Staple 18 ga., s % long, crown v 7 finished floorin other than file 3 6 8310 EMERGENCY ESCAPE AND RE50UE OPENIN65: It is the 0 -,- 3-16d - dJ Z to minimum 2" ridge beam I „ • 2-20d common(4"x 0.192");or i ( g ) builder's responsibility to verify that window units supplied Z 0 z t- O 3-16d box(3/ x 0.135");or Face nail at ends and at each splice / p y upp by Q 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 (L QL O End nail 3-3"x 0.131" nails (galvanized or stainless steel roofing nails for tile finish 8 8 emergency escape and rescue openings where required. d J O V 3-10d box(3"x 0.128");or (g ) g ( ) O X - m w d 3-3"x 0.131" nails 8311.7 STAIRWAYS: Interior stairways shall be pre-assembled } < 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws O QC X 4-16d box(3 X x 0.135"); or wood units. The maximum riser height shall be 8-1/4 inches and ry 6 < Wall (for file finish) 8 8 the minimum tread depth shall be cl Inches,plus nosing where Z Q 28 Ledger strip supporting joists or rafters 3-16d common(3 1/"x 0.162"); or At each joist or raf?er, face nail p p g 16d common(3%2"x 0.162") 24" o.c. face nail g P PP gJ 4-1Od box(3"x 0.128"); or ) Plywood required. Provide handrails per Code. A -� 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128");or 4-3"x 0.131"nails 1 X ring or screw shank nail-minimum 8312.1 6UARD5, Walking surfaces more than 3o Inches above (ate\ 16 o.c.face nail 1 5 t ++ 3 6 grade,and steps leading thereto, shall have guards that x 3"x 0.131"nails 2-10d box(3 x 0.128 );or 2-8d common /and/6 12/ga. (0.099 )shank diameter conform to Code. y� 1 29 Bridging or blocking to joist 2%"x 0.131" ;or 2-3"x 0.131"nails Each end,toe nail _ 16d box(3/ x 0.135 ),or „ ( ) Staple 18 ga., %,16 crown width 2 5 R312.2 WINDOW FALL PROTECTION: Windows with sills less than Stud to stud and abutting studs at intersecting wall 12 o.c. face nail ii s is I 1 1/ring or screw shank nail -minimum a 24" above finished floor and greater than 72" above grade 9 3"x 0.131"nails SPACING OF FASTENERS corners(at braced.wall panels) /2,/, /2 and!/2 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 72"x 0.162") 16"o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa^b'` g h supports" 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETEGTION: Interconnected „ • ,t� .,, „ „ (inches) 3 6 r. f.r 10 Built-up header(2"to 2 header with% spacer) smoke alarms,carbon monoxide alarms,and heat detection 16d box 3%2' x 0.135 12"o.c.each edge face nail (inches) i9 s 23 a s 12%ga. (0.099")shank diameter ( ) g /2, /, /2 and/ alarms shall be Installed at all locations shown on the plans. :: .w•••w. a t t• f�.. 5-8d box 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 y 6 8 R315 CARBON MONOXIDE ALARMS: Install at ail locations -R '� ". U`'A�4 11 Continuous header to stud 4-8d common(2Y2"x 0,131");or Toe nail t [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] f 1 g ring-grooved Y specified on the plans. 4-1 Od box(3"x 0.128") 6d common 2 x 0.113 nail 1 /lop rip - rooved underla ment nail 6 6 8317 WOOD DECAY PROTECTION: Lumber specified Irn the plans 30 % -i/2 subfloor,wall)' 6 12 p p p r ,,, . , 16d common(3%2"x 0.162") 16"o.c.face nail ( ) 0.200 4d Cement-coated sinker nail 6 6 accordance withsAWPA Uefor the Intended use and location. x 'd •d ,, a t r; ',t, p�. ( ) p g /long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel stainless 12 Top plate to top plate l Od box 3"x 0.128" ;or 31 132" 1" 8d common nail 2%"x 0.131 6 12f Staple 18 a., � ;,�;�,,"°=•Y'' }^ .�" �'`` _ 6 12 steel,silicon bronze, copper or 1/2 diameter or greater ( ) 12 o.c. face nail 3"x 0.131"nails l Od common 3"x 0.148" nail;or ( ) � Particleboard 32 1 y" 1�" 8d(2Y2"x 0.131")deformed nail steel bolts. t e{1�s k.l.�A NF'�'�? ' 4d ring-grooved underlayment nail 3 6 9 X Y R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on i-, 1-D D � 0 8 2021 Other wall sheathing Staple 18 ga., s long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 �'- .1V ER`' 8-16d common(3 X"x 0.162"); or Face nail on each side of end joint psf. Visually graded soils that have this load-bearing value 12-16d box(3/2"x 0.135");or 1 Y2 galvanized roofing nail, 16 head 3 6 38 6d ring-grooved underlayment nail 6 10 Include 6W 4 6P-gravel and sandy gravel;6M b 60-9i1ty and 13 Double top plate splice (minimum 24 lap splice length 33 structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 X"long Staple 16 a 1 18 long,Y/crown 3 6 9 gravely y 12-lOd box(3"x 0.128");or , p g ., cla a ravel;5W d SP-sand and avel rand;SM � 5G-silt each side of end joint) an c ayey sand. Unsuitable subsoil material encountered Q 12-3"x 0.131"nails 13/4" galvanized roofing nail, %6'head 1 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ O O 34 2%2" structural cellulosic fiberboard sheathingdiameter,or 1"crown staple 16 a. 1 X" lon 3 6 8' s s Y with S/4" crushed stone to a minimum depth of 8 inches or AOBE. P g , g Staple 16 ga., 1 /long, /crown 3 6 P tf`- 16d common(3 y"x 0.162") 16"o.c. face nail 1 „ d 1 Y2"galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls,foundation walls, exterior O Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 1 72"long; 1 %4" screws,Type W or S 7 7 walls and other vertical concrete work exposed to the �j r 14 YP For SI: 1 inch=25.4 mm. *s � blocking(not at braced wall panels) 16d box(3%"x 0.135");or 12"o.c. face nail Y „ weather shall be air entrained stone concrete with a minimum M tL OL t-. compressive strength of f'c.=3,000 sl at 28 clays. Porches, 1 3 x 0.131 nails 1 /4 galvanized roofing nail; staple galvanized, P g p O O - 36 %"gypsum sheathings 1 5/" lop • 1 %" 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. carport slabs and steps exposed to the weather, and garage � 3-16d box 31/2'x 0.135" ;or 3 each 16"o.c. face nail g' floor slabs shall be air entrained stone concrete iwith a 00 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 f'o=3,500 psi of 28 d 15 2-16d common(2%2"x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing c. Naps or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. p g p � p m blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FR05T PROTECTION: Exterior footings and foundations O Q In Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. i 37 4" and less „ 6 12 P P PP systems shall extend below the frost line, Le.,to a minimum aC �•" 8d common(2 y x 0.131 )nail O d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3-0 below finished grade. � V V _ 4-8d box(21/2"x 0.113");or O� l 3-16d box 3 " x 0.13") • r 2 „ _ 8d common(2%"x 0.131")nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. 8404.1.7 BACKFILL Backfill shall not be laced against `9- v ( ) Toe nail 38 8 1 8d deformed(2 4"x 0.120")nail 6 12 f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace to - O z (� 4-8d common(2%"x 0.131");or y P , IL 4-10d box(3"x 0.128");or IOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. 00 x Q 39 1 g" - 11/4" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O 16 Top or bottom plate to stud 4-3"x 0.131"nails 8d deformed(2� x 0.120 )nail 8502.1 WOOD FLOOR FRAMING, Load bearing dimension lumber O� � � W the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N - 3-16d box(3%"x 0.135")• or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus l Q < < Z (3 y" x 0.162");or End nail inFor SI: 1 inch=25.4 n 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. 2-16d common w p � k 3-10d box(3"x 0.128");or Rbo2 WOOD WALL FRAMING: Load bearin dimension lumber shall V 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. Muds shall be a minimum �-- IL 7- D sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameterof TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. < 3-10d box(3"x 0.128");or0.192 inch(20d common nail) 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch 2nd 100 WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c 8702.3 GYPSUM BOARD: All interior walls to be covered with}�" F- 17 Top plates,laps at corners and intersections 2-16d common(3 y"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped, sparkled and painted;unless otherwise 3-3"x 0.131"nailsnoted on plans. 60 b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V J MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED Vi1t R7o3.3 SIDING, Exterior wall covering shall be vinyl siding tested aL 3-8d box(2Y2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL +� „ STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed 2-8d common(2Y2"x 0.131 ),or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (Mph) with fasteners In strict accordance with the manufacturer's O tu 0 18 1"brace to each stud and late „ Face nail PANEL SPAN SPACING 1L= P 2-lOd box(3 x 0.128 ),or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). Penetration THICKNESS Ed es Field Wind ex osure tate o Instructions for high-wind regions. Use stainless steel Halls for p.. E- f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p category fastening vinyl siding on buildings located within 3,000 feet of O p g g g pp (inches) 9 y 9 9 d) 2 staples 1 Y4" (inches) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less 0 6d Common 1.5 24/0 / 16 6 12 140 115 110 g O 3-8d box(2%2" x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but Y IZ802.I WOOD 800E FRAMING: Load bearing dlmensonn lumber J 2-8d common(2 y" x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 V x 6" sheathing to each bearing :: Face nail Douglas fir-larch No. 2 or better. 2-lOd box(3 x 0.128 ),or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, V crown, 16 ga., 1 4" long sheathing shall conform to ASTM C 208. (2.5"x 0.131") 1.75 24/16 86 24 6 12 140 115 110 R806 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of X50 of the area of the DATE: FEBRUARY 2021 Y2"3-8d box(2 „ x 0.113::); or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic Is unvented. 3-8d common(21/2"x 0.131");or supported by 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. Rg052 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall 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 or H,or ASTM D-3161 Glass F,and shall be fastened In NOTES 3 staples, P crown, 16 ga., 1 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 accordance with the manufacturer's instructions to achieve 20 1"x 8" and wider sheathingto each bearing ++ Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use g Wider than 1 x 8 b, Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail on saltwater. 4-8d box(2%"x 0.113"); or the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2Y2"x 0.131");or 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 R10062 AIR SUPPLY, All combustion air for factory-built 3-10d 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 9 4 staples, 1"crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFDRMATION BEFORE PROCEEDING Plate nail-16d(0.135"x 3,Y2")at Load bearing or braced/shear wall M `7 JOIST DETAILS 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3 Yz") Plate nail, 16d(0.135 x 3%") When sheathing thickness exceeds/s", 2x_stud wall at Floor panel nail- Blocking panel: 1Ya"TJ®Rim Board, 1 (must stack over wall below when present) R ALLOWABLE HOLES - TJ 1® J 0 ists Ul at 16"on-center at 16"on-center + Ya"TimberStrand LSL orTJl®joist. No load bearing trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/z")at 6"on-center i % Z Q Blocking palnel: Web stiffener wall above Min.distance from Table A Min.distance from Table B an hole may be cut Q 1Y8"TJ®Rim Board,1/a" required on both ( ) Web stiffeners required on Blocking panel: ^Platenail-16d 0.135' x z' an here in web out- TimberStrands LSL or at 16"on-center* 2x4 minimum Web stiffeners DO NOT side of hatched zone � sides at A2W ONLY Sheathing both sides at A3.4W ONLY TJI®joist Floor panel nail- squash blocks 11Y8"TJ®Rim Board, * boundary nails, at B3rW ONLYside , Tim cut or notch flange. y 8d(0.131"x 2/z")at 6 on-center , , or TJI®joist rStrando LSL Sd(0.131"x 2/z")a 1/a"TimberStrand® N Web Stiffeners required 4"on-center LSL rim board. Xs Web stiffeners 6" O 0 O 6• Z (� Rim-to-joist required on both •• W nail each side at A3_W B1 61 W sides of both joist 6" L, 2 x D, D, Close/ grouped round L 2 x L D • Toe nail-10d(0.131" 1 Y 9 p z z z s^ 6° Toe nail, Toe nail, 1Ya"TJ®Rim Board(A3/A3W When sheathing 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 10d(0.131"x 3") 10d(0.131 x 3") TJI@ rim joist only)or thickness exceeds 7/s", m�, Web stiffeners required j DO NOT hholes In atched (applies to all holes themeets requirementsurimt for hatched holes larger Q Y) End of oasts at � ( , at 6"on-center at 6' on-center 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes In cantilever except knockouts) 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 62W ONLY reinforcement. q Q Web stiffener ) -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support LU Toe nail ent (0.131"x 3') Table A - End Support required on both Must have 13/4"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels maybe required pp q at 6"on-center P P g sides at Al W ONLY * joist bearing at ends. Attach 9r 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 B4 g4W Minimum distance from edge of hole to inside face of nearest end support _ Al A1W* A2 A2W A3 A3.1 A3.2 93.3 nail from side of parallel closure into rim board, O walls above or below-see detail B1 g3 B3W below-see detail B1 O O O O rim joist per A3 detail. O O O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - - O O A3.4* DEPTH 2" 3„ 4" 5" 6Y2- 7" 8'" 11" - *For additional installation specific ations see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 O Y /e 13" 2" 3" 4" 5" 6yx" 7" 8%" 11" 13 �f1 O O O O y Nail through 2x cantilever,wood backer and 110 1--0" 1--6° 2'-0" T-a' s'-o" 1--0" 1--6" r-6" 3'-6" a'-6" (�`I N V J Details and Installation in We Weyerhaeuser Installation Guide 1%"TJ®Rim Board or 1%"TimberStrand® LSL, Blockin TJI@ joist web with 2 rows 10d(0.148"x 3") d t 1 1 Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at g 9Y2,. 210 1'-0" 1'-6' 2'-6^ T-0" 5'-6" 1'-0" T-0" T-6" 4'•0" F-0" -1 nails at 6"on-center,clinched. panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 ,'-6" z'-0" 3'•0" 4'-0" s'-0" 1•-6" 2'-6" T-6" F-O" 5'-6" Q N with connections equivalent to floor panel joist flange widths. 560 ,'-6" 2'-6" T-s" 5'-0" T-0" 2'-0" T-0" 4'-0" 5'-6" 6'•0" ®' diameter maximum hole for l 1 "- 6'-0"length of TJI joist $ a /B 1 1 schedule. 110 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 5'-6" 1'-0" 1'-6" 2'-0" 2'-s" 4'-6" 5'-0" 6'-0" # 1/e"TJ®Rim Board 1/a"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 1--0^ r-s" z•-o" z'-o" 3•-0" 3'-s^ s'-o° 1--0" 1--6^ r-s" 3'-0" s'-o^ 5'-s° 6'-6- 4'-0" Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 1--0" 1--6" 2'-0• 2'•6" 3'-0" T-6" e'-s° 1--0" r-o" r-s" 3'-6° s'-s" 5'-s° T-o" - one each at top and bottom flange. , • 360 1'-6^ 2'-0" T-0" 3'•6" 4'-6" 5'-0" T-0• 1'-s" 2'-6" 3'-6" T-6" F-6~ s'-6" T-s" 4'-0"length of 8"diameter maximum hole for 117/s"- block. Use 4'-0"length maximum for blocking panels 9Y2"deep with one 8d(0.131"x 22 ) N LU 3/"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11%"TJI® or shorter than 12"long. 5so r-s" 2'-6" 3'-0~ 4'-0" s-s" F-o" T-o" z'•s~ 3'-6" T-6" 5'-6" T-o" T-6" T.6" 1--1 8"diameter maximum hole for 11 , Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies one side at E2,both maximum for blocking panels 9/z" joists. g pp'es to 110 ,'-o° 1'-0" 1'-0" 1'-0° 1'-s•' 2'-0" 3'-0" s'-s° r-o" r-o° r-s" z'-o° 3'•s" a'-o" s'-o" s'-o° Web stiffeners Y8"-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 1--0" 1--0" 1--0" 1--6" z'-o" 2'-6" T-6" F-a' 1--0" 1--0" r-o^ r-6" 4'-0" a'-6" 6'-6" 8'-6- Load or shorter than 12"long. ® 1 nail at each corner (- Load from above required an both diameter maximum for blocking Do not cut flanges. 1Ya"TJ Rim Board 1/a" panels between each loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-6" T-s" T-s" 4'-0" T-0" 1'-0" 1'-0" 2'-0^ T-0" a'-o" F-O" T-0" 9'-0" sides at E 1 W ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 1'-0" 1'-0" 1'-6" z'-s" T-6" a'-o" 5'-6" a'-o" 1'-0" 1'-s" 2'-s' a'-o" s'-o" 6'-6" 8'•0" 9'-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 3/" connections equivalent to Wood A �d` 560 1'-0" 1'-0" z-o" 3'-0" 4'-6" s'-o" s'-s" s'-o^ 1'-s•' 3'-a' 4'-0^ s'-o" T-0" 7'-s~ s'-o" 10'-0" Ys' Do not cut flanges. 1Y"TJ®Rim Board or IX" each at top and bottom flange. reinforcement on floor panel schedule. backer �ad`�eJet o��.jl 210 1--0^ r-a' 1--0^ r-o^ 1'-0" +'-6° z'-s" 3'-6" s'-0^ r-o' r o^ ,'-o° r-o^ 3'-0" 3'-6" s'-s° TimberStrand® LSL.Nail with one side at E5, 12"length of 32 ti��e e� Garr\Oade 1s~ iso 1--0° r•o^ 1=0" r-o^ z s~ r-s^ a'-6 6'-s" 9=0^ 1--0^ r o" 1=6 3-0^ 5'-0° s-s^ s=o° 10'0~ 11-s^ 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on ones e 11� `eJ �� each at top and bottom flange. joist web with 3 rows Full depth verticalid Ga�a�9�r 80 5so 1--0^ r-o" z'-6" 3'-0^ 5'-0^ r-s^ +o'-o" r-o" z'-o^ 3'-0^ a'-s^ s'-s^ 7'-o° 10'-0" 1r-o^ ,r-o^ blocking between at ET both sides at E8 F1 �e� 10d(0.148"x 3")nails at 6" 9 a' s s" T a" 10~ 12" 1s" n" a' s" s r e' +o' 1z" 15" 17" Attach reinforcement on-center,clinched.Use 2 each joist 18" 3so 1'-0" r-o" 1--0" 1'-0" T-o" a'-0" 5 6" 10'-0° r-o^ 1--s" 3'-0° a'-s° s'-o° 10'-0" 11--0" 2x4 minimum to joist flan a with ^ 7 ° E7 E8 Less than 5" j g 2'• c� rows with 9y and 11/ Less than 5" sso r-o^ r-o^ 1--0" 1--0^ r-o" a'•s^ 7'-0~ 11--0^ z'-o" 3'-s" s'-o^ 6'-s^ e'-o° +r-o^ 1z'-o~ 14'-6" squash blocks O 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" q p 8d(0.131"x 2Y2")nails at 6" adv TJI"joists. -� - 1Ys"TJ®Rim Board or ti �� on-center.When g reinforcing " E5 E6 1" ���Ya"minimumWEB STIFFENER ATTACHMENT 560 1'-0" 110° 1--0^ v-0" 1--0" 2'-0" 4'-6" 9'-0^ 11p-6p 1'-0'• 1'-6" T-6" s'•0" T-0" 10'-6" 13'-0' 14'_6'-l16'-0'- Face 4'6" 16'-0"' CS Use 2x4 minimums squash blocks to Face grain ad q 1Ya"TimberStrand® LSL. R` both sides,stagger Halls. transfer load around TJI®joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2 TJI®joist flange widths 2/4 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 (ly"for TJI® Nailing: pport bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end Web stiffener both sides. DEPTH 2" 3" a" 5" 6Y~ 7•' 9%- 11" 13" 2" 3•' 4" 5" 6Y" 7" 67/a" 11" 13'• blocks installed at%joist-span adhesive to all See sizes below. *with Dint load from above,and no support ++o z'-o" r-s" 3'-s" a'-s° 7'-s" r-s" r•s" 3'-s" 6-6" s'-s• Flush bearing plate required. Structural exterior sheathing locations using p pp Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum 1/a"overhang contact surfaces 1 „ r * below,install web stiffener tight to top flange 9'/s" 210 T-0" 2'-6" 3'-6" 5'-0" e'-o" 2'•0" T-0" 4'-0" 6'-6" T-6" two 8d(0.113"x 2/z ) I (gap at bottom flange) 2•-0" 3'-e" a•-s" 6'-6• 7•-6'• Flashing Tight fit z3o r-s° 3'-0° a'-o" s'-s" a'-6° be a,minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T'0• 4'-a' 5'-6" s'-6" T-0" T-0" 4'-6" 6-6" 7'-6" 8'-0" 1 " Nailing Requirements 560 3'-6" F-0" 6'-0" T-6" 10'-0" 4'-0" F-6" 6'-6" a'-o" 9'-0" ofjoist depth nails when possible. flange with face mount hangers). Treated 2x_ o\S,�sQa 22 screws, TJI®Joist Series Depth Minimum Web Number Nails +10 T-0^ 1'-0" 1'-s" 2'6" 4'-0" 4'-6" 6'-6" 1'-0" 1'-6" 2'-6" 4'-0" 7' " 7'-0" Clinch nails when possible. 1 ledger �31 �aI typical (in.) Stiffener Size Type 10 End Intermediate 210 r-o^ r-o^ z'-o^ 3'-0" a'-s" s-o° s'-o° V-0- r-o^ 3'-0^ 4'-6° e'-o" e'-o° 10'-0^ •:.,• See fastener 1 s"TJI Rim Board or 1Y" 110 All 5/s"x 2Y18"hI 11%" 230 r-0 z'-0" z'-s" T-s" F-O" F-6" 10'-0° table below.Maintain 210 All y4"x 29/,6"(,l 8d 360 2'-0" 3'-0" 4'-0" 5'-8" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11_0" TO mount ° TimberStrand® LSL. 1 „ 560 1'-6" T-0" 4'-6" 5'•6" 8'-0" F-s" 12'-0" 3'•0" 4'-6" 6'-0^ 9'-0" 10'-6" 11--0" 12'-0" P 2"distance(minimum)from Option#2: 230&360 All 7/"X 25/6"(') (0.113"x 22 ) 3 3 110 1--o" 1--0" 1--0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0~ 1--0° r•o^ 2'-6" 5'-0" V-0" 9'-0" ,2'-0" " hanger edge of ledger to fastener. 2x strapping installed at% 16d 210 1--0^ 1'-0" 1--0" 1--0" z'-6" T-0" F-6^ 9'-6" 1--0" 1--0" z'•o" T-6" V-0" T-0" 10'-0" 13'-0" q 560 All 2X4(z' 14" 230 1'-0" 1'-0" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'•6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" • Face mount I Backer block Allowable Load(lbs) joist-span locations using two 2 (0.135"x 3Yz") both sides of web /z screws per joist,typical 360 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" T-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger ® Fastener 1y4"TimberStrand® 1%e'TJ®Rim Board 18" 4 4 560 1'-0" 1'•0" 1'-6" 3'•6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-0" 1o•-0" ,1'-0" 13'-6" 15'-0- with single TJI joist LSL rim board Option#3: 560D 20" 2x4'ZI l6d 5 5 210 1'-0" 1'-0" 1'-0" v-0" 1'-0" v-0" 3'-8" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Yz"lag bolt 610 a8o Direct/ applied ceiling 22"(3' (0.135"x 3%") 6 11 230 r-o^ r-o^ 1--o" 1--o" 1--6" 2'-o" a'-0" 6'-s" 11'-0" 1--0" 1--o" 1--0" z'-6" s-0" 6'-0" 10'-6" 13'-6" 16'-6" With top mount hangers,backer block required only Y PP 9 16 360 1--0° r-o" ,'-o° r-o° 3-0" a7 6'-s" 10'-0•' ,3'-6" 1--0" 1--0" 2'-0" 4'-0" T-s" 8'-6" 13'-0° 14'-s" m-o" H 1 hanger do not laterally support at j j2 H3 24" 6 13 for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of W 5so 1'-0" 1'-0" 1'-0" 1'-0" T-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" least 3/"of TJI®joist top flange conditions.For nailing requirements see page 5,TJ- LA p y O (1)PS1 or PS2 sheathing,face grain vertical � . the bracing options above►S required 2 Construction rade or better 4" 5" 6" 7•' 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17'• , 1 9001,Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1'-0" 1'-0" 1'-0" 1'-s" 3'-0" s-o^ s'-o" 15'-0" 1'-0" 1'-s~ a'-o" s'-s" s'-0" 1a'-s" 1s'-s" 1s'-s~ v 18" ROOfFraming, T - 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 1s'-6" 1'-0" 3'-s" 6'-0" B'-6" 11'-6" 1s'-6" (� BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-o" T 6' „'-o" ,5-s" 1' ,' 1'-s~ a' 7' 1z'-s" ,s'-s" 19'-0" z1'-o" Ii�V- D Q FILLER and BACKER BLOCK SIZES 20 ~ Guidelines for Closest On-Center Spacing per Row 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" V TJI®(1)(2) Rim Board 1Yz TJPJoists 110 210 230 or 360 560 Rectangularholes based on measurement oflongestside. BEARING AT Nail Size 110,210, 360 and 'e"TJ®Ri 1'/4' TimberStrand®LSL Microllann o Parallam® g'/z"or 9%z"or 14"or Leave%e°of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. LU W 1,0 Q BEARING FOR DOOR BEAM TO BEAM 9/z"or 14"or 18"or 14"or 18"or Z and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 7 14" 16" z 16" 20" 11%" 16" 20" Z W - '�` --4 is Q _1 lu BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11 e" 11/s" 11/a" . Tables are based on uniform load tables in current design literature. �- Sd(0.113"x 2Yz"),8d(0.131"x 2�") 4" 3" 6" 4" 3" 3" 3" Filler Block(+) 2x6+3/" 2x8+3/" 2x6+Y" 2x8+Yz•' 2x12+%" Two Two Two - 1 2x6 2x8 • For simple span(e minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located - d) Z W 1/s"TJ®Rim Board or Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3Ya'") 6" 4" 4" a„ a- (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 , at the center of the joist span provided that no other holes occur In the Joist. 0 V ,- Q Z 1Ya"TimberStrand LSL or is not Continuous over 16d(0.162"x 3Y") 6" 6" 115' t5 8" 6" Cantilever 2x6 2x10 2x6+3/" 2x10+%" 2x6+Y" 2x10+Yz" Not Z r Q blocking for lateral support header s ^ Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing a licable Not applicable Q d� (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long pp ALLOWABLE HOLES - Headers and Beams IL. r Q z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 1 a < LU } ii L d) ® Q .•.•• blocking Is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®'oasts. Backer Block(I 1.55E TimberStrand@ LSL Headers and Beams OL Strap per code if top 9 p g g g j (Detail F1 5/"or 3/" 3/"or t/8' '/e'or V Net 2x6 2x8 2x12 V (v Q-1 _13 Qf plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Y2'and staggered. or H2) 3 < --1 Q Q (3)With 1 od(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the over column 3 1 If necessary,increase filler and backer block height for face mount hangers and maintain 1/a"gap at top ofjoist;see detail W.Fillerand backer largest hole minimum �" TO mount Mock dimensions should accomodate required nailing without splitting(12"minimum forbackerblocks and 24"minimum for filler blocks), g (minimum) Q Q P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /a"(to avoid splitting). hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). %depth >t E- V I 6 Q Q (� Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q Column wood from direct recommendations listed above. Q hanger Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Gude for Floor I L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. ° o o Z O O ■Nailing rows must be offset at least Jz"and staggered. .C- O literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz")nails if minimum penetration of 1"into the TJI joist or rim board Is achieved. ° 0 0 0 0 1.55 E TimberStrand®LSL. ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximunn Round Depth Hole Size cantilever and end bearings by blocking U Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Ya„-g�" 3 g�� 8„ 11Ya"-11%a" 3�„ TJI® joist framingdoes not a rim board or rim joist. Fastener Installation Requirements 14%16" 45r" require bridging or mid-span El General Notes See illustration for allowed hole zone ,..5•e.tr,...S Piece #of Fastener �;•+.t�.' blocking . Allowed hole zone suitable for headers and beams with z r Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both uniform and/or concentrated loads anywhere along the member. ., " •�;'�f:``-°, r sides,stagger fasteners on the second 10d nails 3" 3'zj 12" Y Y • Round holes only BEARING AT side so the fall halfway between No holes in headers or beams in lank orientation. COLUMN 2 12d-16d nails 3 Y4' 2(2' One side p fasteners on the first side. •,, i-e�•�r.' ` ?,. Screws 3%"or 312" 2 24" H2 10d nails W 3'2' DO NOT bevel cut joist Al Other Trus Joist® Headers and Beams 12" Both sides Rim board joint 1 „ (Zi beyond Inside face of wall. Microllam@ LVL B la t•. k�^ c. ,;a 3 12d-16d nails 3/a 2 E2 between joists DO NOT overhan seat cuts h3/a" 33/"or 3%" Both sides on beams beyond the inside /3 depth 9 1.3E TimberStrand® and Parallam®PSL Screws 2 24" Load must be applied evenly across 5° One side entire beam width.Otherwise,use LSL hole zone hole zone 2 x diameter of the + "r:`,r" •""'~°N"'°�� �" "' • face Ofsupport member; largest hole(minimum) a r,k r=r f`•'r'I""„,e,i4'^ p+ Verifycolumn capacity "' z, connections for side-loaded beams. Do NOT cut,notch be-ams drill I Y 10d nails 3" 3 12„ One side holes in headers or atedI UAL IV E P E� �_C 0 B 2021 L5 and beam bearing (per ply) except as indicated in length.See current 4 12d-16d nails(" 3 Ya" 2`z' d o o ° illustrations and tabIles. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 6 3/" One side L6 form a header or beam of the required size,up to a TJI®rim joist 1 Microllam® LVL and Other Trus Joists Beams Q 5"or 6" Both sides maximum width of 7" 1/a"TJ®Rim Board or 1%" Parallam®PSL Header or Beam Maximurm Round O 2 Screws 6 3/" 2 24" ® allowed hole zone One side TimberStrand LSL. Depth Hole Size Q A2 middle%span 4%" ill, Q Fes- 3Y2' Y2"bolts 8" 2 24" 5'/z" 13/a"' O O 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-EWPr"". B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d COLUMN D ETAI Lel (2)An additional row of nails is required with depths of 14"or greater. JNL 7Ya 20 2 f (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. H1 See illustration for Allowed Hole Zone Q Q n General Notes t� t I B2 Allowed hole zone suitable for headers and beams with uniform loads only. Q Z • Round holes only Q O BEAM ON NAILING AT BEARING FLOOR No holes in cantilevers, 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. 1 1) 1 ® (Load bearing wall above) N ` / T- 1/e"Ti Rim Board or Joist may be shifted up to 3"if Use 131 or B2 at � 0 V - O 1Ya"TimberStrand'® LSL. One 10d(0.128"x 3") O [- a 1 floor panel edge is supported B4 intermediate bearings WARNING 6� One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded. - Q p Z nail each side. Drive Do not cut joist flanges. With (Dad bearing Or y Z i Q _ nails at an angle at 9 Joists are BraclnleIncludes: braced lateral/ � - Plumbing Drop braced/shear wall g Q La Q least 1Y"from end. j from above • Hangers • Rim Board • Rim Joist Q V 0 O P1 End of joists Blocking • Sheathing • Strut Lines at centerline COLUMN BASE 3 „ intermediate bearing L2 J 1/4 minimum end bearing 1 g Also see detail 3Y2"minimum of support LU I� � X11 single-family applications 5/ may be required for maximum Shear transfer:Connections equivalent capacity o � Q- X to floor panel nailing schedule • Q n Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building U- �3: 1Ys"TJe Rim Board, TJI®560 rim joist:Toe O o until braced. that are lying flat, materials on unsheathed Additional joist is required if p (� 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O INJURY MAY RESULT. joists.Stack only over P2 Tile 110 rim joist: nails,one each side of ® or if span rating is exceeded. '• TJI joist flange TJI 560 o LA Exterior Deck DD NOT use sawn WARNING NOTES: beams or walls. �� O Lack of ro er bracin durin construction can result in serious -1 O 0 One 10d(0.131"x 3")nail j g ''• o Attachment proper g g into each flange floorjoist > `•.; J /umber for rim g j • < Structural accidents.Observe the following guidelines: IL 11.11 ILt TJI®210,230,and 360 rim °' . O board or blocking, g g 1 pp ®joists must be completely installed and ro erl nailed. 1L INSTALLATION TIPS ;• , • :•• sheathing 1.All blockin han hangers,rim boards and rim oasts at the end supports of the TJI p y' p p y 11-- ELEVATED Q dist: 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 ELEVATED j 9 g 1 „ •Subfloor adhesive will improve floor performance,but O after installation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba COLUMN BASE One 16d(0.135"x 3/z )nail P• Y P ry P ( 9) j ' y. Q 13/4"minimum bearingmay not be required, O Use only3.Safety bracingof 1x4 minimum must be nailed to a braced end wall or sheathed area(as in note 2)and to each ~ m into each flange Top View y (minimum) Locate rim board joint between joists. O Safety bracing(1x4 engineered/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 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and a.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1Y2"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 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. "'�''''•j - " ' + Warning: Drilling,sawing, DATE: FEBRUARY 2021 " s:':w; '•,;' TimberStrand® LSL. 12"on-center two 8d(0.113"x 22")nails minimum g: g, g,sanding or machining wood products generates wood dust.The paint and/or coating on this -When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide,Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit&y.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-JOIST DETAILS grout One I 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. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A == i