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HomeMy WebLinkAbout50105-Z TOWN OF SOUTHOLD ,qtr BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50105 Date: 12/8/202w3 Permission is hereby granted to: Maldiner. Kyle _. . ... .._.... __... 290 Gull Pond Ln .. .......... Green ort, NY_91944,, To: Construct a new single-family dwelling with HVAC system as applied for per Trustees, DEC and SCHD approvals At premises located at: 510 Gull Pond Ln,Greenport SCTM # 473889 Sec/Block/Lot# 35.-3-7 Pursuant to application dated 10/24/2 023 and approved by the Building Inspector. To expire on 6/8/2025,w Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,971.00 CO-NEW DWELLING $100.00 .. Total: $3,071.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 + au Telephone (631) 765-1802 Fax (631) 765-9502 11I't aS://N'N"v W.soilt11ol d tow y.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5010 5 Building Inspector: a 0 l Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:8/8/23 OWNER(S)OF PROPERTY: Name: Brookyln Timber LLC SCTM # 1000-035.00-03.00-007.000 Project Address:510 Gull Pond Lane, Greenport, NY, 11944 Phone#:631-512-4522 Email:monumentalproperty@yahoo.com Mailing Address:3080 Route 112 Suite B, Medford NY, 11763 CONTACT PERSON: Name:Christopher F. Dwyer, Associate, LKMA Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@lkma.com DESIGN PROFESSIONAL INFORMATION: Name: Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@Ikma.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp.. Mailing Address:3080 Route 112 Suite C, Medford, NY 11763 Phone#:631-767-4807 Email:peter@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? 50Yes El No Will excess fill be removed from premises? RYes El No 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Singe Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer ('Authorized Agent ❑Owner Signature of Applicant: , . . *! Date: op 2G 3 STATE OF NEW YORK) SS: COUNTY OF 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 m fs da of C14RIS11NEWIEGAND Notary u i NOTARY PUBLIC.State Ol t4e*Yl�sl��y 110,t11U�C1i11�35 utE�alk Iu � 11It � ission ExPires Au, ust'17 - 410 �B trp 9 W ) '01, 178 1p"OA( (Where the applicant is not the owner) 141ir0 residing at 3 c.T � r o n►-c•.� NZ do hereby authorize 1A4^-- ^j " �-e A to apply on ro �— my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owrl is Name 2 Generated by REScheck-Web Software Compliance Certificate Project 2023_014 Oasis 2-R-5 ��� � Energy Code: 2018 IECC Location: Greenport, New York a Construction Type: Single-family Project Type: New Construction ( '7�f °wi'5 Orientation: Bldg. faces 45 deg. from Mort' Conditioned Floor Area: 4,613 ft2 Glazing Area 1190 Climate Zone: 4 (5572 HDD) Permit Date: rH Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 510 Gull Pond Lane Modern Age Home Builders, LLC Jerry D'Amaro Greenport, New York 11944 3080 Route 112 D'Amaro Engineering Suite C 20 Mariposa Lane Medford, New York 11763 Manorville, New York 11949 631-569-4513 631-878-7808 peter@modernagehomebuilding.co m Compliance: 0.2%Better Than Code Slaalb-o n-g made tradeoffs,acre no h)n eir c:aru^:id(-.iired uo°n the UA or lirou:airfoiru°nnannce u:aru°>r pfiaairnce Ipath in ptll:::t'rea:.hu:clk, IEaa:h s1laab-on-girade assn*u°a Ny in the sp:aa cffied a::lirnnate zone r nu.st r ne¢:t the o°uihn n°nuim energy::ode 4isulaatuo n R valuie and depth Qa gLflQeffie nts. Enve_l e Arse .-es Ceiling: Flat Ceiling or Scissor Truss 473 39.0 0.0 0.030 0.026 14 12 Ceiling: Cathedral Ceiling 1,540 39.0 0.0 0.027 0.026 42 40 Wall-Front Main:Wood Frame, 16"o.c. 1,008 15.0 5.0 0.053 0.060 42 48 Orientation: Front Door-Front: Solid Door(under 50%glazing) 34 0.230 0.320 8 it Orientation:front Window Front:Vinyl Frame SHGC: 0.27 179 0.300 0.320 54 57 Orientation: Front Wall-Front to attic:Wood Frame, 16" o.c. 33 15.0 0.0 0.077 0.060 3 2 Orientation: Front Wall-Front gables: Wood Frame, 16"o.c. 84 13.0 5.0 0.057 0.060 5 5 Orientation: Front Wall -Right Side Main:Wood Frame, 16" o.c. 179 15.0 5.0 0.053 0.060 9 11 Orientation: Right side Wall -Right Side to gar: Wood Frame, 16" o.c. 237 15.0 0.0 0.077 0.060 17 13 Orientation: Right side Project Title: 2,023 014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 1 of 8 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. „# Pre-inspection/Plan Review PlansVerified Field Complies Comments/Assumptions 666 eNon P & �te�I D i ..... _- .. _. _. ....., ,�.. _ �_ 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the El Not Observable building envelope.Thermal El Not Applicable envelope represented on construction documents. :_ _ _•••••�.�.., ❑Com lies �WRe'Requirement will be 103.1, Construction drawings and p q met. 103.2, documentation demonstrate >❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. �...-.....�......_M•.ro_ .. _ ...•••... _.•••. ..: • �• � � __ ..•... ......•.. ........ 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling. ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable i Additional Comments/Assumptions: lm•�..� . u.• •.. ._.••• p ,. ••_•� High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) Project Title: 2023_014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 3 of 8 gym. �_��...e� �.._.... ,.�p..._..._ PIanV lue m��. .._..,.,....�� ..i�....� ...... �m..w-.w._... Section fled Field Verified # IFramin / Rou h In Ins ection p Assumptions Value..... ..W Complies?Ices Comments 402.3.1, Doorl.1-factor. U- U ❑Does Not table lies ee Envelope � Assemblies [FR1]1 ❑Not Observable '.', ONot Applicable 402.3.1, avers e), hted U- Um _ - ❑DopNot `See the Envelope Assemblies WAsse Glazing factor(area-weighted p mbl g table for values. 402.3.3, ❑Not Observable 402.5 ❑Not Applicable [FR211 PP 303.1.3 U-factors of fenestration products 777 �7 ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or "M taken from the default table. ❑Not Observable ❑Not Applicable 4. _ .m............ ........ ❑Com Pes Requirement wrement... 02.4.1.1 Air barrier and thermal barrier p' q will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site buil . .. pli - -�- be met. - ....... ..... t ❑Complies Requirement will [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/i.S.2/A440 El Not Observable or has infiltration rates per NFRC 400 that do not exceed code ' ' �!`%❑Not Applicable limits. _ ..._ .......... _.���_ .:.. d lighting fixtures ❑'omplies Requirement will be met. 402.4.5 IC-rated recesse [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. mm...... _. ._..._. ❑Not Applicable ... .... �.. _....._. 405.2 All ducts in unconditioned spaces R- R- ❑Complies Exception: Ducts located [FR25]1 or outside the building envelope ❑Does Not completely inside the are insulated to >_R-6. building envelope. []Not Observable ❑Not Applicable 403.3.5 BBuilldinog cavities are not used as �� � � �� �DoespNot lies Requirement will be met. [FR ts ❑Not Observable ❑Not Applicable 403.4.. .... . ,HVAC piping conveying fluids _.,.,, ..,H.. _ ....._.....: ..... _..... ._........ ...� .. ds R- R- ®Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- ❑Not Observable 3' ❑Not Applicable .. .... .........._. ❑ComIies . 403.4.1 Protection of insulation on HVAC ❑Doe phot Exception: Requirement is [FR24]1 piping, not applicable. ❑Not Observable ❑Not Applicable ........ ......__.... ......�� .. � �.�o. �...w mss, �� . ����...... •-__w.........�. ........ 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ,Low Impact . � � (Tier 3) Project Title: 2023_014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 5 of 8 :_Se� # Final InsectionPlans Verified Field Verifiedctionp Provisions Value ValComplies? Comments/Assumptions ID40 t .. Ceilingg _.._ m mm...... . . _ ..... .... insulation R-value. R- R ElComplies See the Envelope Assemblies 2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill' ❑Com lies Requirement will be — Ceiling insulation installed per p q met. 303.1.1.1 303.2 manufacturer's instructions. ❑Does Not [FI2]' Blown insulation marked every El Not Observable ; 300 ft2. ❑Not Applicable Requirement 402.2.i Vented attics with air permeable "ElComplies _ Exception: -"-...entt is is [F122 12 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that [:]Not Observable extends over insulation. ❑Not Applicable 402.4 — 402.4.1.2 Blower door test @ 50 Pa' ach in Climate Zones 1-2, and ACH 50 ACH� � 50 = .❑Complies _ ;Requirement will be met. nd ❑Does Not <=3 ach in Climate Zones 3-8,. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 m❑Complies Exception:All ducts and air [F127]' determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Totalconditioned space. leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑NoY Applicable w.g. across the system including the manufacturer's air handier enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Dunt tights ss e s the sl stem 4 ft cfm/100 ft cfm/100 '❑Co E x ����u _......__ —_ .. ....... _.......... 0 ft2 Complies :Exception.All ducts and air [FI4]' g y Z Z Does Not handlers are located within <=3 cfm/100 ft2 without airconditioned space. handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. [03.3?1 Ai manufacturer leaka at de ig/of ❑DoesNot Requirement will be met. Compies design air flow. ❑Not Observable . ❑Not Applicable 403.1.1 Programmable _. le thermostats ; NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY a Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)4440360 P-441 E C ED �] www.dec.ny.9ov U November 28, 2023 NOV 32023 UO tr?ullding neparfmont Brooklyn Timber LLC " of Southold c/o Robert T Ike 3080 Rte 112, Ste B Medford, NY 11763 Re: Permit No. 1-4738-04965/00001 Facility: 510 Gull Pond Ln, Greenport, NY SCTM# 1000-35-3-7 FWW# GP-13 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Com men cement/Comp letion of Construction. Sinerel Ma MacKinnon Permit Administrator cc: LK McLean Associates, PC, BEH, BMHP, File of E �rlraartimata! Coon NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 PERMIT Under the Environmental Conservation Law ECL Per ittee and Facility Information Permit Issued To: Facility: BROOKLYN TIMBER LLC BROOKLYN TIMBER LLC C/O ROBERT T IKE 510 GULL POND LN11000-35-3-7 3080 RTE 112 STE B GREENPORT,NY 11944 MEDFORD,NY 11763 Facility Application Contact: CHRISTOPHER F DWYER LK McLEAN ASSOCIATES PC 437 S COUNTRY RD BROOKHAVEN,NY 11719 (631)286-8668 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 721.948 NYTM-N: 4555.0693 Latitude: 41°06'59.8" Longitude: 72°21'23.1" Project Location: 510 Gull Pond Ln, Greenport SCTM#1000-35-3-7 Gull Pond Authorized Activity: Install an asphalt driveway,drainage structure and temporary construction entrance. All work must be done in strict accordance with the plans prepared by LK McLean Associates, PC,page DEC 1 last revised 11/15/2023, page DEC 3 dated April 2023 and all pages stamped NYSDEC approved 11/28/2023. Please note, based on the information you submitted,the Department of Environmental Conservation has determined that the above property west of the functional, asphalt road(Gull Pond Ln) greater than 100 feet in length, which was constructed prior to August 20, 1977 as seen on the Tidal Wetland Map# 722-554 and IR#355, as shown on the site plan noted above, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no Tidal Wetlands permit is required to conduct regulated activities for this parcel. Also note, the rest of the proposed project: construct new single family dwelling, garage , I/A OWTS and drywells are greater than 100' from the freshwater wetland, as shown on the site plan noted above and verified by our field biologist, is beyond the jurisdiction.of the Article 24 Freshwater Wetlands Act. Therefore, in accordance with the current Freshwater Wetlands Regulations (6NYCRR Part 664), no Freshwater Wetland permit is required for those activities listed(sfd, garage, I/A OWTS and drywells). Page 1 of 6 M NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 Please be advised, no construction, clearing, and/or ground disturbance may take place within 100 feet of NYS regulated freshwater wetlands or within 300 feet of NYS regulated tidal wetlands without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation beyond the property boundary which may result fromyour project. _ Permit Authorizations Freshwater Wetlands -Under Article 24 Permit ID 1-4738-04965/00001 New Permit Effective Date: 11/28/2023 Expiration Date: 11/27/2028 NYS EC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARY A MACKINNON, DEPUTY REGIONAL PERMIT ADMINISTRATOR Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 Authorized Signature: DateLl�l�!,�." ,;,5 Distribution List CHRISTOPHER F DWYER Habitat Bureau of Marine Habitat Protection File Mary MacKinnon F- Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS 1. Post Permit Sign The permit sign enclosed with this a it shall be posted in s conspicuous -location on-the. ork-site-and,adequately-,rotecte f r o ; e er.: _ 7ft 11 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned,along with photographs of the completed work. . Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applican 's agent as part of the permit application. Such approved plans were prepared by LK McLean Associates,PC page DEC 1 last revised 11/15/2023, page DEC 3 dated April 2023 and all pages stamped.NYSDEC approved 11/28/2023. 4. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 5. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration of the permit,whichever is first. 6. Temporary Mulch,Final Seeding if seeding is impracticable due to the time of year,, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 7. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 %area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 8. Silt Screen Prior to commencement of any construction activities, a continuous line of silt screen (maximum opening size of U.S. Sieve#20) shall be staked as shown on the approved plan. 9. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. 10. Maintain Silt Screen The screen shall be maintained,repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 11. Area Limits The limits of clearing, grading and ground disturbance line is equal to the line of the proposed silt fence, as shown on the approved plans. 12. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 13. Clean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 14. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland,or wetland adjacent area. 15. Equipment Storage 100' from Wetland,Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 16. Stormwater Management All drainage structures within 100 feet of the freshwater wetland boundary must be installed as shown on the approved plan. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order'the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including;all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any,renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NO'T'ICE COVE NT TO THE DEED DECLARATION THIS DECLARATION, dated day of ,20___, is made by (hereinafter the "Declarant"),whose address is WITNESSETH WHEREAS,the Declarant is the owner of certain real property located in the Village of Greenport, Town of Southold, County of Suffolk, State of New York, Tax Map#District 1000, Section 35, Block 3, Lot(s) 7, which real property is more particularly described in Exhibit A annexed hereto (hereinafter referred to as the "Property");and WHEREAS,the Property is situated in or adjacent to regulated freshwater wetland GP-13 of the Greenport Quadrangle which has been inventoried and mapped by the New York State Department of Environmental Conservation(hereinafter"Department"),pursuant to Environmental Conservation Law (hereinafter"ECL")Article 24(also known as the"Freshwater Wetlands Act") and Part 664 of Title 6 of the New York Code of Rules and Regulations(hereinafter"6 NYCRR"); and WHEREAS,various activities conducted both in and adjacent to freshwater wetlands are regulated by the Department pursuant to ECL Article 24 and Part 663 of 6 NYCRR and require written authorization from the Department prior to being conducted; NOW, THEREFORE, in recognition of the Department's jurisdiction as set forth above, it is the responsibility of a party having any right, title,or interest in the Property,to obtain from the Department or any successor organization, a current description of all activities which are regulated pursuant to ECL Article 24 and Part 663 of 6 N °CRR.,and to obtain written authorization from the Department prior to such regulated activities being conducted on the Property. Regulated activities include,but are not limited to, clearing of vegetation; application of chemicals; excavation; grading and filling; and erection of any structures. By. STATE OF NEW YORK ) ) ss. . COUNTY OF ) On the day of in the year 20 , before me,the undersigned, a Notary Public in and for-said state,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument,the person or entity upon behalf of which the person acted, executed the instrument. NOTARY PUBLIC NEW Department of YORK STATEit '4=;,. Conservation 'Nko OI C E The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please Regional Tonal Perm it Administrator SHERRI AICHER Permit Number: 1-4738-04965/00001 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 11/27/2028 Email: dep.r1@dec.ny.gov Note:This notice is NOT a permit . NO'TIC'E OF COMMENCEMENT OF CONSTRUCTICIN RETURN THIS FORM TO:COMPLIANCE Bureau of Ecosystem Health E-Mail: dec.sm.R1BEH@dec.ny.gov NYSDEC 50 Circle Road SUNY@ Stony Brook Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME;&ADDRESS: TELEPHONE: Dear Sir: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with general Condition No. 1. (Both signatures required) PERMITEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANYASSOCIATED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X X X X X X X NOTICE OF COMPLETION OF CONSTRUCTION Am RETURN THIS FORM TO:COMPLIANCE or by Bureau of Ecosystem Health E-Mail: dec.sm.R1BEH@dec.ny.gov NYSDEC 50 Circle Road SUNY@ Stony Brook Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE: DATE: CONTRACTOR: DATE: THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. IplYN_lols <- imm.noomcNDAHoAnc NNnuax ee® �. END: - oLvelnrvn �m"�°°" - N 6.5'08'03'E 200100' 2e --11-- _ _ - wsiccm error curl on a/e/aon Loa[cr - 0) F s Mks L--j aMwaiD aurum amFI11aE sun Nat ~ sPAci'":1a I I LOCATION MAP 3 = - � E i 1 9 F _ '. pamnAnox IASY Ipaaox N.T.S 5'RaMwG • I [I I a p i e -- pm to rc TM TAKE a j;= .FBET- ,§ ---. T � i e/e/zY 1 3 _ `' - .t _ .... /-^ _ lff FlAI CIFN!CEN21 MPRQIE➢6Y SLUFS N/E srtmaac wvsecuYare -r 3 ,_ �/ .'' � � rArn horn Fe ve eP �`z •• ��vlr om we - z S4 7 y SITEDnr�: SITE PLAN Ll GENERIC NGTES F wv'sfaR5 GULL PON [AhdE PROPOSED RESIDENCE . SURVEY NDTEs: - --_ —D: SITE PLAN s _..x wao ssx e;A vinAYpR of samax Yana. z aE mE raw Taax STAPE D%MAPaN IAM. x alar cis R m€ of Yx5 suvcr uA,nffn Mma AR arm u RE YRE wm amsE+uR's •oR •lax scut w ro�vum L K.NIcLEAN A890CIATEB,�.C. - w.M +a.+s r�r vm a. zr s.� rPr°�-..r sMss s.r Fa sff Vie:• a�a s€smu aus c+a. ar. MF/CFD — AS NOTED ' Th as[ n+1¢�Tx Se A:J fi€ p•G§l -.era'0.NP*fb srn- e ": `.�: ¢, u.b.0 MF ox. NOV.2025 EC Y. - =EA1 Y 3fAt 4 �T ----RGO �rr w.21045.OD0 Glenn Goldsmith,President � ,� Town Hall Annex " 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES u TOWN OF SOUTHOLD ftOCT i� p.j Permit No.: 10473A Date of Receipt of Application: September 20, 2023 Applicant: Speonk Land Development LLC SCTM#: 1000-35-3-7 Project Location: 510 Gull Pond Lane, Greenport Date of Resolution/Issuance: October 18, 2023 Date of Expiration: October 18, 2026 Reviewed by: Eric Sepenoski, Trustee Project Description: Install a 1680sq.ft. asphalt driveway and 10' dia. drainage pool. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by L.K. McLean Associates, P.C., received on August 8, 2023, and stamped approved on October 18, 2023. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees 05 olu Town Hall Annex Glenn Goldsmith, President � �q Soo 54375 Route 25 A. Nicholas Krupski, Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz G1110o1y Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COUffN ti BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/z constructed When project complete, call for compliance inspection; LAND N/F NORTH ROAD KEITH WOODSIDE AND KYLE MALDINER PROPOSED YAC'R'AIR LEGEND: DEVELOPED BLOWERS YODEL YACBORa ON O " PUBLIC WATER CONCRETE PAD TO BE O ----PROPERTY ONE k .,.,.", HARDMRED TO CONTROLLER y�,..,* PROPOSED RRO RaPANELIN 1 --))-- EXISTING CONTOUR " mw _ N 65°03,03" E 200,00, +,, �'• "" -^- ..�,,,. ��' � PROPOSED CONTOUR IIEYI,jX ENCLOSURE �r•^^"'p.. --IIS�T ',,. ^ry,"„.,.`:`- -„_;m„y..,,, ,,,...:.. "`• 5 ^"^” ^"' `""""" """"""" "`„„ ODMPROPOSED DISTRIBUTION/SAMPLING MANHOLE .,,. � -co PROPOSED SANITARY CLEAN OUT OPOSED O w "W. ...... ...,Y' •..,,' CYWS M.,.,.._.. ,_..W tl "....^ \ -s- FRESHWATER SANITARY PIPE ,..;",. .... „. _.. ., ^. ,.^' "`�M I.'• T W FRESHWATER WETLANDS BOUNDARY IV YL � mm.. �� — .".... � � O A39YT MPA I � AS FLAGGED BY GARY GENTILE, R.L.S.ON 6/6/2023 PROJECT m ' —s— PROPOSED U,G.ELECTRIC " \ """ .,,,._. •/T ") g0 PI,.t YRN tkAKON.SITE RAD .Is,YW, I —r— PROPOSED U.G.WATER SERVICE .. DW m•^' WY^MAINIA GIM'"IF'inlWrNY DRI DOOR. I� TO LS.ST�... PROPOSED GRAVElE55 PROPOSED LENS I/A TANK y "'. IN,cr) mot D GEOTE%NLE SAND.-- FILTERS FOR FUNRE �lI �3 DIPAII51.I 1 _ �� L—_J PROPOSED GRAVEIESS GEOTEXDLE SAND FILTER ,f1nn, BEDROOM W I W W 2 STY. 4 O a s, 1. RESIDENCE ror'`f I I I ;DW I PROPOSED 10'0 DRYWELL W/ CRAWL 7D, SPACE F.F.-11.5 N N N N I N T I LEST HOLE LOCATION B a.,W) r BN �•� LOCATION MAP N r�N D Tl PERCOLATION TEST LOCATION N.T.S. LAND N/F ,," WV'N� N I N I d U DUTY POLE PERCOLATCON TEST TABLE STERLING I ...,...�. .._._. �.._.,. ..�� "' CEMENTERY N ....+^'. IO" Q 'TA"y N N A#�L e,, GAS METER @&RCD TION TEST ASSOCIATION MPI• 1� i _I.7G �1 , WATER VALVE Pi-1 29' No 3V 3 12 4 ,,,� CONIFEROUS BUSH ND, TNR L YN 501X. Lk OESC�1NaPhI PRE,50 IHG rA1. L 2 3 DEVELOPED ILry^7 �6i .. ,. Ps P°IaSER I A�tl tlkP. / GUYDECWIREOU S TREE 6/6/23ws"a'R SawN A•d9 6/5/23 TtlWE 2•D 2' 2.10 PUBLIC WATER I` " L- www YCLOS_4 o ' 5'AND 0R9 ..=:J Yi r.. \� / / OVERHEAD WIRES PT-2_.. 32" wu m 6/5/23 TflWL 1 2 S 3 F.FR=9.5 r' ) / 6/6/23 TIME UP 1:5 1:55 N/A �. fir.. ill 1 _ _ N� 0W OW sNA4 r 2 N N I I w =�IPTC123-1 2B ,aDau6/5/23 X2:27 2:50 �� ... TUWI« 45 2:15 AS REPORTED BY L.K. MCLEAN ASSOCIATES, P.C. CYST 5 DIN 1 ES POWT 4 BEDROOM RESIDENCE �� "--- � .,.., �// U �,�! • /A S SYSTEM 1,v rm„ s- 6 REQUIRED 440 GPD OF TREATMENT •(" � l �,,. '""`� � - -.,. .,...... 'fir--^"""'"""'" �.. �,,, •.m \ USE FUJI CLEAN CEN21 AS APPROVED BY SCDHS LEACHING SYSTEM \ MEASURED PERCOLATIONRATE(AVERAGE) 2.5 MIN/IN) S 65°0 �W 200r7?0'� \ \ APPLICATION RATE" 1.2 0PDf5F LENGTH OF'SAND FILTER REOUIREM 61 LF(AS PER.TABLE 11) ,k"'' TC'CT MD1,8 B OMAAiC#C.O F.WV,I E" LENGTH OF SAND FILTER PROVIDED:, 64 LF(2 ROWS® 32 LF EACH) LAND N/F \ 3/9/2023 FUTURE EXPANSION: 32 LF STERLING CEMENTERY ASSOCIATION DEVELOPED GROUND FL.7.0 �r PUBLIC WATER Mared sand and loam 1 wpr a4'"' w 4tvinfal a Sam muln� OF } I•• � BOARD OI� l r".I_ :.7�EES __ rr 6 Cr. ✓ �"'f.4 Haler bI dark brown sandy organic day OL r ------ 7" TOWN O F ,.D S/ 1 D - -.---. 9 Water In dark brown Sand nr anlo cla ` / �.� /2023 OL ----- 8 .__......,....,. . d. Water m dark broom bog y p 9 1 i DATE Za?.� �� OGjb ! 1 O U)�TOld Town ae./ Water m brown dayey serM SC w �LTard Of TnisteeS LIMB OF FRESHWATER WETLANDS fir^"w" " � -5.0 -. 12' rT AS FLAGGED BY GARY GENTILE ...J»- 3 C / 1 R.L.S. ON 6/6/2023 "... Water in brown fine sand SP ° BUILDINGS: I EXISTING VACANT O PROPOSED 2 STORY RESIDENCE W/4 BEDROOMS 3 ° SITE DATA: SITE PLAN i —I1.D 1B• SCTM#: 0100-035.00-03.00-007.000r WATER ENCOUNTERED 3.B'BELOW SURFACE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES J SITE AREA 0.583 ACRE / SCALE: 1"=30 f. HIGHEST EXPECTED GROUNDWATER a EE 3.26/8/23 FP AS PER PERCOLATION TESTS AND WETLAND FLAGGING CFD GENERAL NOTES '� '" T DATE BAP Y DESCRIPTION PROV. BY L" N.T.S. I. NO EXISTING SURFACE WATER WITHIN 100' } THE PROPOSED SANITARY SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM Tr/' REVISIONS s 4. PROP05EACSEANSNT STRUCTURES IS DESIGNED Of 1 FOR A TOTALYSTEF,M",10 LNER'�.�"' �» � ' 51 O GULL POND LANE 5. ALL PERCOLATLON'TESTS FOLLOWED 0014' 327 GUIDELINESCOMP y GREENPORT NY 11944 2. NO PRIVATE 150' OF _ ES WTIP{RI ND" Of SANITARY SYSTEM OdPLETED USING A STOPWATCH. d °y'-,, —°• 6. ANY UNSUTTABL„E.JLAT'ERIAL FOVND DURDTG EXCAVATION IMSt'BE REPLACED WITH ASTMC33 SAND (SP OR SW). " e ,. r PROPOSED RESIDENCE SURVEY NOTES: � k L 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S, STAXDARDS, 7 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLO;C'OOROIHAAT'E SYSTEM, LONG ISLAND ZONE. L A �I SANITARY PLAN n 3- ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1986. 1'- 1 ION 2, OF THE NEW YORK 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDMSSTATE - ' S. ONLY CCOPIEESSnFROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORON LAW. 'S "EMBOSSED" OR "INKED' SEAL SHALL BE CONSIDERED TO BE VALID 'A " L. K. IVICLEA437 ASSOCIATES, P.C. DERED +Tyr,�. CONSULTING ENGINEERS 137 SWTII COWRY RD.,9ROORIUVFN.NEW YORK 11719 TRUE 6. CERTIFICA"TIONS 04DICATED HERON'SIGNIFY THAT THIS SURVEY WAS PREPARED LN ACCORDANrA WITH THE EXISTING CODE.OF PRACTICE FOR LAND.SURVEYORS ADOPTED BY THE 1R�y1 �. NEW YORK STATE ASSOCIATION SOF PROFESSLONAL LAND S'URVE'YORS. SAID CERTLFICATIONS$HALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS � , 'UTM�. ,.J.: 'laac}a�rrM vm wr row w+S+c ur.m. �mne+r� Designed By: MF/CFD ...stole: AS NOTED.... Sheet No. ' BEHALF WT�SFEHRABLELT COMPANY, OCITSRNMEN ITA OR SUBS'EOU LENDING LNSSTITUTION LpSTT:O HERE6Ps AND TO THE A5$IDNEES�OF THE LENDING INSTITUTION,O. .-..�"""'" �� 'v �r Drawn By: MF Dale: APRIL 2023 ERILFOCATIONS ARE w , NOT E1O'OWNER;.. 7. RIGHTS—OF—WAY NOT SHOWN ARE NOT CERTIFIED. w Apr rns S 1 B. THE SURVEY CLOSES MATHEMATICALLY- -6w uw tm mAI °r'""m"""^q"",, G"°w,mw,,�w•s 4e"""" Approved By: RGD Rte No. 23043.000 �o nae H raoo+a LEGEND z - N 65"08'03'�E 200,001 � ---F_- KEITH xoonsiDE AND ctt w n;ti�: .�a�+,c,r mu �wraua CT cow "Opom As AR �_ u n, •oo SAIRTAA►=Ma DIM as FEAGCEO BY CARP CFiTTILE.R.L.i ON 6,16/2023 PROUECT _ t i LOCARON „m —�— vrtORYEn L. ELECTIIW YI� .,! n+AAtuL ii7Ed .r,., - • PtUnoSE[�U.6. 7rA7ER SETACE ,�,,,,. •6I"yNm �uY-.0m:s DW. CCC N3 PRVDSM CEM]C/A TANK Y PR.7'�fZ J vs ✓w-..._..n,•""" C5 h RrriV�m:n A gIRA Cr\ Dcl �� {1 P'pLU Ora, Q61C0iPRO. L�O 2 ST4 = wnw . u OW 1 Ua... RYa SavAroraAa_ , 4 "�i 1-7 FOIE _0U4gN �, —. m "ry r F;`, Q LOCATION MAP NEFICOLArOm 7257 LIXAr N N.T.S. cL�OD N/F II j .T Tkm SIERUNG t j .A;"ERR �._ ".�"°" "" " TEST ER044ATNON OM ,,, ASWATKW � m .•�._•�•� 0__1xxx15 TRU 7397•• mww ac ° a BJ5I .07�22 "39 T 2�^1 CPUBM WATER YvF VALVE f/2 5), 43 O . OARAOSAO NOE' Pr-2 -1z I� 1(Ij v � � � 7w � L D>w' I k � Rik , � �� �, ��_. "����" � Y •�e�is 2e' "� � e/6.'v � v �;h;b's?'a ;6a. ( S REPORTED BY LK. YCLEAH ASSOCIATES, P.C. Owa PROPOSED 4 6EF7itDOM RESIOEJACE I iIa awns SYSTEM USE FUJI CLEAN 7RFATPPRO REWREDMENT ws APPROVID BY SC0it5 MO GPD OF (' r /� -...,.. - LEsGHEHG SYSTEu J C7 J�6��-Z1 J�1'✓ �✓�+1'� `4� .-• AIEASURFa PERCOLATION RAtE gAVERAGE>> z5 uiW/w (1-5+iRl/YN) OPPLIOLENGTH RATE; 61 OPD/SF - _AMD N r LENGTH OF SAND FILTER REDUTi M 64 LF(AS PER TABLE 11) t�r�,� „:w ._�4� Iti�>♦of SAND �rr�t PRS; ea LF 112 Rrnrs 6 32 iF eecHi S1M..NL '2EME-4T-J:r &LiDL r,'u'e 2i0/2717 FUTURE EXPANSRFt 32 LF bE�riQIFED IFII711N6 EL 7.0 I............. . _ W,, f AfylOQ p1A•nd iom. } SUFFCII..K COUNTY DEPARTMENT OF HEALTH SERVICES h— �TERIUI"P' FOR APPROVAL OF CONSTRUCTION FOR A OL � `- SINGL-F.m: FAMILY RisIDENCE ONLY www&*b— bw at w..clmwkb „--dv�*clay a 1.D n Di0sTI" 7/21/23 HS.'IEFNCl R-23-0555 "N" 4 ., r � nu¢.ce,00.,dga,r•md x: APPF'tE,1\BEf..7 J w OR MAXIMUM OF 4 � BEDROOMS � a EXY'tlF2ESTV-#REEYEARS O"R471tH DATE OF APPROVAL i, Design Professional's Certification Required. ....+w" wow n pv�M4 anSP d EXISTINGThe Submit P.E.or R.A.Certification For vAu�irr The Installation and Construction of the Sewage Disposal System PROPOSED 2 STOW R�� SITE yP,LAN -La _ a ...,, Use Form WWM 07 W/ a BEDROOtifS - - µ� SUFFOLK COUNTY DEPARTMENT ��AREk, Dh 213 ACRDD-a3.DD-D^,000 �. �� e.ssl ,� � ,-_� Of HEALTH SERVICES 40fW�=OYA1�.7En�V EL LZ GENERAL NOTES 6/8/23 Fp AS PER PERCOLATION TESlS ANO WEF NIO FLAGGING, CFD TEST HOLE --.� .. �. :. NO ERRSTwG SUPFAa. WATER"AOTr4NLR TOM' 2- ND PRIVATE WATER KUS AR'E'.. I, S*MKN 150' OF THE PROPOSED SAWARY 51STEM NO PUBLIC WATER WELJ1S ARE NTTHN 20: r ••_ PRrs-0=J R/E''VISIO'NS POND 'y ry I No 6. AAS �TAE17 MaTE:R1 f FOUND JTm OCA'M+4C't LILACS Ad"dG AP�PLETED UsNG A fflOPwATcH, i ��0 Vc`�DL^ r qY O N 1 9 4 LANE 5 FO OSED AT TTA TEST'S A"'0'LLC'NAEO 004-1,321mGW:Top I".�,iTC'EA.R w d4I T,T AP ��wAar) Wrrd ASTMC33 SAND-{Wt OR SW; SURVEY NOTES: PROPOSED RESIDENCE ,,I i 1, WEAWAtUIENTS ARE W WOROANM NUN 05 $_`AFOAREUS •.�.,..,„, __ f 8EMWO S ARE NEW DR STATE,R"t. G;�1z .r�a%�EIU„ LANG ISW�ZONE 3. FkE"NfAtONS" tAr7PTi T , WRT£TEAYCETC A 51dARwE MAF TTEARSNSC A L{E1Yam LAND suR�YDRsa[9 A HDuknON Dr 5£CTTDN i197,5k Rj M1ew , a> As4e Fj "« SANITARY PLAN STATE e: xawr LAW. S. ONLY F '6ME ORIGIHAI OF TNtS Slpn£Y LAAFEK£D MM1fH AN ORMAPL41.OF THE LAW 50Rtic7'OR'S SSF.i'� CR'LAKED SHAL- _,� aE vA" L. r. rC... ., r �'p ' 'dR97F u�acs, - �-sem re :,;r�a .�r+ .,.'�•-r, r�; ..: ;•;� �„IC LEA`N RIM CmW"00.w� rarPw0,a E. Cdtl�nPICANDIM 40CA'T hkE,N'�N .S N""''TW, TIv&Sdd'RM A%S F90AM,.IN�',YA44'"CE ' i9""diE F7 'TUNi,i+'.'d*c.F4"_';!."'N FOR WHLb �, rc.,M„^ �TPh-,wr"`w�.`w"e!'?; .- NEWW'haw STATE A%0 AWN Or WWES'S7'GI'k LAND ."&ER'4"1i"MR11 :,OD C VF0TI .^r SPALL R4 h Y 'h0 T W ....„ r r a u.,-. , ..: T -..Y WE7CTad... �� :,. � r h E6C ".�a��MrES� .Lz-::;>!. �nA..Y,-_: .. IE:E TTAcp...IED IPi:.:'.CIAL. CONDITION, °�. , � �� . ��,,,..�„,;. � MF/CFD � AS NOTED �" ;:.. 6Aa TO T [ TITLE 0.OWM,G ,awry zF� NOT TRAPtiSFE L, TO AONT04AL IICSTITUT "S OR S'URSEO Tt,"""'OTtlAE ';� " " a�:yw. _ 7. Ran--OF-WAY NOT S ARE NOT CERTIFIED, GRADING P1 AN AND/OR LOT PLAN. � •,. S $. THE SURJEY CLOSES LIATHEAAAT Y- -„-.. Dk 9�- MF Da,a APRIL 2023 n.rrw+wgswe '^w�'a"uww ...,.,.._.o. or_n s..,., �YnAT.Mn 3P 50105 ' ' THE I — TOViN COMMENTS Z 0 A QUAL.I TY NEN HOME MODEL_ B)e � MODERN ACE HOME BUILDERS, L_L O 0 - � n ZQ m 0 � N — Q civ r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w s O O N dJ i dA FINISHED SECOND FLOOR _E _E: O : O 0 =======JL Z _ V FINISHED FIRST FLOOR _ FINISHED GRADE N a « . r V _Z <4 �zfx <– Z I I I I I I I I NOTES INDEXED TO THE Q V F Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - L – – - - - - - - - - - - - - - --� – Ll- – – – – – – – –1- - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - 2020 ENERGY GONSERVATION GONSTRUGTION a� Z LU Qz 4 " 9: 206 - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -I- - - - - I – I- - -1- - - - - - - - - - - - - L - -1- 1- - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J GODS OF NEW YORK STATE > ffytu (� _. RIOIS COMPLIANCE: This building was designed and shall be +� to constructed to meet the 2020 EGCCNYS. 1Both REScheck N.S. O Q Department of Energy) and REM/Rate (Noresco) computer (� N Z Q 0 software was utilitzed to demonstrate compliance. All xx (� mandatory provisions of the 2020 ECGGNYS - Residential 'V` < -7 Provisions are In force. FRONT ELEVATION � z R1052.2 WRITTEN STATEMENT: To the best of my knowledge, SCALE: 1/4" = 1 ft belief and professional judgement,these plans comply with the Energy Code. Furthermore,as a RESNET certified rater (ID. No. 26143cr), I certify that these plans comply with the Home u LOO AREA T SL Energy Rating System (HERS) program. A s,lgned certification of compliance with the HERS program (HERG) will be submitted of the constructed building to demonstrate compltane. FIRST FLOOR 1,102 sf 8301.1 CLIMATE ZONE: 4A Suffolk,NY .s^ SECOND FLOOR 117Q 9f � qp GARAGE 566 5f 84012 COMPLIANCE: This project complies with 2) Section 8405 I _ _ w I CRAWLSPACE 1732 0 - Simulated Performance Alternative,and the provisions of ,w; i-Y;,^t• "' ,F a Z Sections R401 through R404 labeled "Mandlatory." ;, " s� 1 PORCH 175 sf requirements: s „ r � • a 1 ,at !'P Mandatorryy Q tX I LIVABLE FLOOR AREA 2,881 sf R4or.3 CERTIFICATE: Builder to post per Code. .. ti A ua R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 - - - - -\ - - - -\ - - - AGH HERS rater. See Table 8402:4.1.1 In tans. ,E o I o I 68055 FLOOR AREA (GFA) 3,56a sf p tk R402.42 FIREPLACES: Factory built with IUL 127 doors. _ _ (INCLUDES ATTACHED GARAGE AND R402.4.3 FENESTRATION: See window/door schedule DOUBLE F.A. FOR SPACES >15 ft) R402.4.4 FUEL-BURNING APPLIANCES: All room heating and r �r hot water heating appliances to be direct vent with both O m o0 intake and exhaust pipes Installed continuous to the -- ------ -_------------- - ----- - - _____ CONDITIONED FLOOR AREA 4,613 sf qE � VEt�ED !►JL 2 � ��2 outside. O. (INCLUDES CRAWLSPACE) R402.4.5 RECESSED LIGHTING: IG-rated and labeled as ,as Mff== having an air leakage rate of not greater than 2.0 cfm �LJ1!! AVERAGE E EVATION OF THE INFILTRATION VOLUME 40A-70 cf per Co p "{]� _; I EXISTING NA( LL GRADE- (INCLUDES ATTIC 4 CRAWLSPAG ) See window schedule. m ��TT7jjjjlppppp 8402.5 MAX. U-FACTOR 4 SHGG: _ -' - - - - - - - -- - - - - - - - - - - - - - - - - - - ADJACENT STRUCTURE 8' R403.1 CONTROLS: See plans for thermostat information. O U1 E 1 R40332 DUCT SEALING: All duct joints shall be O — mechanically fastened and sealed with duct mastic Q -j I sealant. Apply mastic to duct seams. r x �0 �( I^I /�'C� R403.33 DUCT TESTING: A duct air-leaky test is not o H WEIGHTED AVERAGE INDEX TO DRAY `L I N05 reguIred under exceptions I and 2. � O� .n ELEVATION OF THE EXISTING R40335 BUILDING CAVITIES- Framing cawitles shall not be Vto NATURAL GRADE GENERATED used as ducts or plenums. O BY THE ENTIRE LOT = 7.0' DRAWING No. R403.4 MECHANICAL SYSTEM PIPING INSULATION: InsulateIL tu COVER $ ELEVATION A-I mechanical system piping carrying hot water to an O O ELEVATIONS A-2 R-value of not less than R-3. FOOTING PLAN A-5 R4035.I HEATED SERVICE HOT WATER(5WO CIRCULATION SYSTEM: Not in project. O O fi�Yi�' M I D Ll�l — ONTELEVATION FOUNDATION PLAN A-4 R403.6 MECHANICAL VENTILATION: ERV continuous — m ~ mZ tV FIRST FLOOR PLAN A-5 ventilation system specified In the plans exceeds the o O 11_I 2nd FLOOR PLAN A-6 minimum efficacy of 1.2 cfm/watt. i LL SCALE: I/I6" = I ft L� WALL BRACING PLAN /�-7 R403."1 HVAC EQUIPMENT: Sized in accordance with ALGA Q 0. � OC ROOF PLAN A-8 Manual J and Manual 5. Q Z Q 8403.8 MULTIPLE DWELLING SYSTEMS: Not applicable O O 1U U- SECTIONS 4 DETAILS A-9 ,d R403A SNOW MELT: Not in project. —i11 O La Q NOTES A-10 R403.10 POOLS AN SPAS: Not in project. L t -1 IKK (IL TJI-DETAILS A-II R403.11 PORTABLE SPAS: Not In project. 11-1 W Q 3 Z R404 LIGHTING: Builder to Install high-efficiency lamps in at t V ❑ I _ — u� least CIO% of permanently installed fixtures. � Q Z lZ ALTERNATIVE. �< This method was X I Rased�s ow compliance with the EnergCode. REM/Rate Q Ll WQ~ w software was used to model the building performace - see H O OI Q 1 �� �tifi IL I 2020 IEGG Energy Cost Compliance report provided with Z _ O \� Permit Application. REScheck was used to model the building L N performance based on national standards - see RECcheck %3-1 V Compliance Certificate and Inspection Checklist provided with I =O Q0 O I Permit Application. IL (� Q I moo Q - - - --- - - ------ - - - - - LL LL- 0 ❑ mu FA I AVERAGE ELEVATION OF THE 0000 oao❑ EXISTING NATURAL GRADE -- C] ❑ 0❑❑ �ADJACENT TO STRUGiURE = 7.8 I — I DATE: JULY 2025 WEIGHTED AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE GENERATED BY THE ENTIRE LOT = 7.0' COVER 4 ELEVATIONS - F"'rRAM I D LAN - SIDE ELEVATION DRAWING NUMBER SCALE: I/I6" = I ft � — I O z O v IIII III Hill lX O w z 1111 1111 hil z N 0 111111 WITH III m � O Hll Ill Q 11 111111 11 IT 11 1 Q n �• Lu UA nntt IT H 11 if 11 u u 11 111111 111111 111111 111111 11 it 11 11 IT 11 111111 111111 1 H 1 11 1 1 11 11 1 11 u 11 1 11 U Hu 1111 11111 , 1111 I' ll 11 I ' ll 1 11 11 11 11 d 11 11 Hill 11111111 11 1 111 11 111111 11 IT I 1 11 11 11 Ill 1111 1111 1111 Hill Ill l�- n� 1r1!- z V f — O tuO m zo Z Z d d) Za REAR ELEVATION o Iv }- � tu � �Ci o� SCALE: I/4" = I ft Z JU ®W Lu 13 Q �} o<X l� vi4 <d Q A Q o1 if 11 Id Li 11 u f 12 12 p ( apr f•�� �j ..• MAVERED 1 2 9 2023 m oQ v M � 0 12 12 4�— [Hill IIHII 11 11 11 14 412 b Old - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m p tu 12 �4 0� Q - 00 _ I u- < < o a o tu o d- 0 O tu X- u- Q O tu Lu O Z ® ® ❑ ® ® ® ® ® %3 LI ® M ® ® � D aI o < OL z Vi - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - E3-= - - - - EJ- - -0-0- - - - - - - - - - - �� ® ® ® El DODD L11LU m DATE: JULY 2023 SIDE ELEVATION SIDE ELEVATION SCALE: 1/4" = I ft SCALE- 1/4" = I ft REAR 4 SIDE ELEVATIONS DRAWING NUMBER A - 2 m Z O H FOOTING NOTES I. ALL FOUNDATION HALL AND PIER STRIP FOOTINGS ARE 10" DEEP REINFORCED Z CONCRETE. O CONCRETE MINIMUM f'c = 3,500 psi AT 28 DAYS V STEEL Fy =60 ksi 2. TRANSVERSE BARS SHALL BE #5 REBAR AT MAXIMUM 15" ON-GENTER. LL O 3. LONGITUDINAL BARS SHALL BE #5 REBAR. Q FOOTIN65 3 ft HIDE SHALL HAVE (3) LONGITUDINAL BARS. tu FOOTINGS 4 ft HIDE SHALL HAVE (4) LONGITUDINAL BARS. lfl FOOTINGS 5 ft HIDE SHALL HAVE (5) LONGITUDINAL BARS. Z N LAP SPLICE LENGTH = 24" MINIMUM. m 4. PROVIDE 3" BAR COVER FROM BOTTOM OF FOOTING, 2" BAR COVER AT SIDES OF FOOTING. 5. TOTAL AREA OF STRIP FOOTIN65 = 1,300 sf r 6. STRIP FOOTIN05 ARE AN ENGINEERED DESIGN FOR USE ON 5011-5 HITH LOH LOAD-BEARING VALUE. A PRESUMPTIVE LOAD-BEARING VALUE OF 1,000 psf HAS USED FOR DE516N. } (WK v 4'-0" 5'-O" 45'-10" 1_ O IL P G FTG L - -_ - - - J I I I I I L _ J L _ J L _ J I `r r I I L - - - - - --- N - - -- - - - - - - - - - - - - - - - -J OLN I I 31.811 8118- "' w - 1 to � ?a f r� — — amu- �zw I I } z I ( I I r-6" z 11-1 z O w I I I a tu } Q L �4< - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -J I `- < < Q � - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I I 1 11 4'-0" " 1 11 1'-5-' 8' I'-8 8'-O- 8-4 14-8 IT-41' I-8' I I 1 �1 111 I L 1 u u 1 n 1 u 1 1 T i ;9 - - --- - - - - - - N I _ " - - - - - - � 1- - - - - - - - - - - - - - - - - - - - --� N �- - - ' — N I b�LVERED JUL 2 Z�23 N I _ � 11 l 5`.l/7 Y i 11 11 11 L - - - - - - - - - - - - - - - - N to m I, - -1 I- - -1 I `� mo m I I I I N oz Q � Q L – J L – J I _ L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� cz L_ -- - - P.G. FTG - - - - � V / QO "" z II'-411 OO Z Q tu O ° <tu p p o 4'-0" I6'-4" 211 61_811 25'-4" �W 2" <Ztu 7?'-1011 IL J dA < OL � lu k IL a� FOOTINO PLAN ° to SCALE: 1/4" = I ft DATE: JULY 2023 FOOTING PLAN DRAWING NUMBER A == 5 2x8 [UG3B] P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER 1/2"P x 4" QALV. LAG SGREWS AT 16" O.G. STAGGERED Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O . II [R507.2] 75-6 No. 15 ASPHALT FELT UNDERLAYMENT[RgO5.1.1] v _ TWo LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 42-6 2'-0" BITUMEN ICE POLYMER-MODIFIED IGE SHIELD BARRIER [R905.1.2] z V 10'-O" 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 24'-8" 6'-4" 14'-O" -6" t O 1 I 1 o EXTERIOR WALL LINE FOR> 8:12 SLOPES I S' 36" INSIDE O 1/2" STRUCTURAL PANEL SHEATHING [R8o3.2] W A r DECK LATERAL CONNECTION [R501A.2] R-3q GL05ED-CELL SPRAY FOAM (5PF) INSULATION (� SIMPSON DTT2 INSTALL IAW MANUFACTURER'S SPECIFICATIONS (TYPIGAL-2) 13 O-+- - SOLID WOOD BLOCKING z � - J(2)-2x8 P.T. GDR l�L y 8" f- N 16 � GEILINJ015T - - - - - - - - - - - -, - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DECK d a DRIP EDGE [Rg05.2.8.5] r `, N Q ABOVE 1x8 WOOD FASCIA # " - - - - - -1 I I 1/2" GYPSUM WALLBOARD ��� SOFFIT VENT D_ DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID BILOo DOOR MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER SIZE G I I MANUFAGTURERS INSTRUCTIONS FOR HIGH-WIND AREAS AND TO RESIST A MINIMUM 28 psf - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 5UGTION LOAD (EXPO5URE B) OR 40 psf I1z (EXPOSURE G). CUSTOM INSULATED AND - - - AIR-SEALED DOOR PANEL LPG GAS CONDENSING BOILER - DHW NOTE: I Z NAVIEN NPE-24052-LP [ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ GLASS IV DIRECT VENT, ZERO CLEARANCE HOLDDOWNS ARE- INSTALL IAN MANUFA6TURER5 INSTRUGTIONS NOT REQUIRED FOR I HEATING GAP: 13,300 - Igq,g00 Btuh;AFUE = q6.0THIS PROJECT. I PLASTIG HOUSEWRAP INSTALLED UNDER FOAM INSULATION. INSTALL AND TAPE ALL SEAMS PER Fl / HVAG EQUIPMENT IN GRAWLSPAGE z I I 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'5 INSTRUCTIONS [R703.2] - - - - - - - - - - - - - - - - - - - - - - - x PROPANE FURNACE: LENNOX MLIg6UHO45XE36B GLA55 IV I R-15 UNFACED FIBERGLASS BATT INSULATION Z I- - -I I I -\y DIRECT VENTED TO OUTSIDE;AHRI 204454167 R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) I - l - I I - - J HEATING GAP: 43,000 Btuh;AFUE = qb.b q I i I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING O GAP-HEAD NAILS WITH A MINIMUM 3/'.4" DOUBLE FLOOR JOISTS UNDER INDOOR COIL: LENNOX CHX35-24B+TDR O d I R-13 2" GLOSED-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND r I WATER HEATER GL05ET OUTDOOR UNIT: LENNOX MLI4XGI5024-23OA;AHRI 204503265 w - I I (ALSO AT RIM JOIST IN SECOND I6 O.G. FIELD. GOOLING GAP: 24,000 Btuh;SEER = 16.00 z I I FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING 1 INSTALL IAW MANUFACTURERS SPECIFICATIONS z i r IJ 3/4 STRUCTURAL PANEL SUBFLOOR 24" x 24" GMU PIER ON r 2x SOLE PLATE z I I ( /��_ REINFORCED GONGRETE STRIP FOOTING GRAWL 5PAGE I I = 2x BAND J015T O I I I 1\ II I (TYPICAL-7J 2" P.G. RAT SLAB I I ,,IOI 2x6 PRESERVATIVE TREATED SILL [UG2] J-� G I i - WATER HEATER(ABOVE FLOOR) I L 1 1/2" GYPSUM WALLBOARD L�O I I ( I I FLOOR JOISTS COPPER TERMITE SHIELD L- - - -I- - - -t- J- - - - - - - - - - - - - - - - - - - - - - - I OVER SILL SEAL I - - - - - - - - - (2)-1.75x14 LVL GDR EXTE (ENGINEERED DESIGN) ND SIDING TO WITHIN 12" OF FINALqq I I W I I � WOOD SILL PLATE TO FOUNDATION ANCHORAGE [R403.1.6) GRADE FOR HISTORIC, DISTRICTS ` I1 ! MINIMUM)V d1o. ANCHOR BOLTS SPACED NOT GREATER UNEXCAVATED I - - - -- - -- - --- -- - - -- -- --- -- - -- - - -- I m THAN 6 FEET ON-CENTER EMBEDDED NOT LE55 THAN 7' N J INTO CONCRETE OR GROUTED CELLS OF CONCRETE FINISHED GRADE BEAM POCKET I MA50NRY UNITS. THE BOLTS SHALL BE LOCATED IN THE (TYP-2) " 12" x 12" AIR b'-4" b'-b" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6" 6'-4" I MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND z I TRANSFER GRILL I _ WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. _ [Q - - - t- THERE SHALL BE NOT FEWER THAN TWO BOLTS PER IN FIRST FLOOR - - - - - - - - - - - - - - - -- - - - - - - - - - - - O PLATFORM I ® r I PLATE SECTION WITH ONE BOLT LOCATED NOT MORE V 0- m U THAN 12 INCHES OR LESS THAN SEVEN BOLT DIAMETERS U) I I (3.5") FROM EACH END OF THE PLATE SECTION. WALLS LU :2 I I i- I I 24 INCHES TOTAL LENGTH OR SHORTER SHALL HAVE NOT Z m w z FEWER THAN ONE ANCHOR BOLT LOCATED IN THE CENTER W z - 8" POURED CONCRETE FOUNDATION STEM I THIRD OF THE PLATE SECTION AND SHALL BE ATTACHED - _ V_ O-1 W I TO ADJACENT WALL PANELS AT CORNERS AS SHOWN IN APPROVED DAMP-PROOFING BELOW GRADE [R406.1] (Q - � W WALL UPON REINFORCED CONCRETE D' I ITEM Cl OF TABLE Rb02.50). Q )' d i- O z C) I I STRIP FOOTING (SEE FOOTING PLAN) O LU O - I pa,�: I I - - - - - - - - - - - - I i -' ILL[ 1�1 0013W Ci I I I r 2" RAT SLAB OVER 6 mll POLY Q� ? r O W Q-Ia I I I I Q I I 4� m �Op[ QI L - - - - - - - - - -� I I p I I 2" THICK GL05ED-GELL SPRAY O If)N uA I I POLYURETHANE FOAM (5PF) WITH (O� ,(�� N O d 1 1_ I APPROVED INTUME5GENT GOATING +�- v z Q Q LL - - - - - - - - - - - - - - - - - - - - - - - - -� ►- - - - - - - - - - � z N I dJ - m I I I O P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL FF DECK 2x8 [UG3B] P.T. LEDGER � cp II I/2"� x 4" QALV. LAG SGREWS I = LESS THAN OR EQUAL TO 8 ft: CONTINUOUS O ABOVE cV I I I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR REINFORCED CONCRETE FOOTING ((�� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AT I6" O.G. STAGGERED[R505.q]- - - - I GL I I (SEE FOOTINGPLANJ l-! WITHIN 12 INCHES OF THE TOP OF WALL STORY AND -1 - I I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL N STORY;OTHERWISE, SEE PLANS [TABLE R404.1.20)] L - - - - - - - - - - - - - - - - - - - -j Ids (2)-2x10 P.T. GDR L - - - - - - - - - - - - - - - - - - - - - -- - - - - TYFIGAL NALL. SECTION L - - - - - - - - - - - - - - hti . �R A SCALE: NTS " A-q CJ�f:IVERED JUL 2 J 2023 22'-10" 7'-2" 13'-O" 10'-O" 22'-0" m J _J 4"x4" [UG4B] PRESERVATIVE TREATED P05T WITH QALV. METAL POST BASE ANCHOR ON N�` Q l� 12"(P P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON O U) 0 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM Q IL MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) f(1 O l m OV I ��J�T I O I �� � (ENGINEERED DESIGN) 0 z Q SCALE: 1/4" = 1 ft 0 m V caz N o o lu10 9 d" 0 43w U uI O tu STRUCTURAL DESIGN NOTE LL] W 0 0- z v z W R , In accordance with the 2020 RGNYS; structural Q Z 1� U WINDOAND POOP, SCHEDULE elements such as engineered wood, steel and p-J v steel/wood composite columns, beams, headers and X� ' No. DESCRIPTIOV CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: 14- M Q- WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS z 60- A PELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and v J V B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON a[--I I C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design p Q D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RCNYS u- O 0 E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON FA F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with m G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG ND5-2018 with 2018 supplement. H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON I PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as Halls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON DATE: JULY 2023 K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION were designed in accordance with ASCE 7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the lans, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 p y A - 4 annotated "ENGINEERED DESIGN." m Z O f�. 42'-6" O CLOSED-CELL SPF10 b-4 W MAJESTIC QUARTZ 32 DIRECT ____ _ VENT GAS FIREPLACE. z ( I O y INSULATE d AIR-SEAL ALL GYPSUM BOARD THE CHASE. INSIDE WALL p A WALLS, CEILING AND FLOOR OF W�I D LL BE F- WOOSTEPS SURFAGES SHA (V I 1j CONTINUOUS BEAD OF d SHEETROGKED AND TAPED. '' ! i,I 14'-0" WALL SHIELD AND CEILING !a SEALANT it GYPSUM BOARD FIRE5TOP5 SHALL BE CAULKED t' .� ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] DECK WITH CAULK HAVING A 300° F ri f-t INSTALL 2"(P VERTICAL SCHEDULE 80 PVC CONDUIT N # - 1 5/4x6 DECKING MINIMUM CONTINUOUS EXPOSURE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EACH TERMINUS [E38O2.3.2]. O (2)-1.75 x 14 LVL HDR RATING. GOAXIAL VENT HAS O CONTINUOUS BEAD OF 13 t LONG WALL LINE ABOVE OUTSIDE GOMBUSTION AIR SEALANT INTAKE. G O O O O O CONTINUOUS MINIMAL _____ _________ 4040 q°5° i EXPANDING FOAM AT WINDOW rLL UNIT PERIMETER I I 1 I 30610 SL 60610 SLDR 30610 5L NOTE: 2x6 STUD (2)-1.75 x 11.875 LVL HDR I WALL IN ROOF BILGO DOOR I i 1- I 1 1 V/ L OVERHAN7 AREA I I rJ-----L_______t___ y WINDOW UNIT r- I SIZE G I I D I I I :F---------------------- ---------�, 1 I I II li I _ I i I I I I I � I I I I I' (V -----------------iI i KITCHEN - II NOTE: q'-O" CEILING HEIGHT Ij ---HALL LINE ABOVE---, - I p I I THROUGHOUT F I RST STORY I I I I CONTINUOUS MINIMALN PLATE Ht. 8'-5' ASF PLATE Ht. q'-I" ASF I i -' II (EXCEPT FOYER) (1 EXPANDING FOAM AT WINDOW UNIT PERIMETER -- -- ------------------ --- L II IU~i N_I I II = 23'-4 1/2" - 7'-0 1/2" ® Q w O 13 O N N n fn In In I tt 3 I/2 ZI SANDWIGH FJ BETWEEN (4) RR (V I I p NO( FAMILY ROOM o l USE (3)-3/4" x 10" THROUGH BOLTS I -1 __ = 1 7 F I I I p I- p i p i! CONTINUOUS BEAD OF AT CONNECTION 1 N I I W z p I I 1 Q Q u I u I I SEALANTI �1 i I Op l LSU-�mx 4'_3 w An �I PLYWOOD SHETHING UNDER PLYWOOD SHEATHING UNDER GYPSUM BOARD FOR WSP 2 I 1I GYPSUM BOARD FOR WSP I 1 L------------- r-- GYPSUM BOARD I - BRAGED WALL LINE < I 1 z I I < _--- I I 1 ( _ w BRACED WALL LINE I I Q I J_-- I F CONTINUOUS BEAD OF iV dJ I j v 5" P.G. SLAB I 1'-3 I/2" I I MODEL T7O5 I SMOKE G.O. 1 _ GARAGE S, Q 1 GL Pro I TECHNOLOGIES '` ADHESIVE x O x _ I I I ( � � PITCHED TO DOOR � I�� � Q) L____j 1 PROGRAMMABLE I DETECTOR (TYP) I ^ CONTINUOUS BEAD OF N ( I THERMOSTAT CQ o U ) SEALANT N I WALL LINE ABOVE---II o ' m 5ELF-GLO51NO 20-min i O 2�T0 25 TO ERVNT I 7" x 7" PSL COLUMN lC) ��'i . 2 CLOSED-CELL SPF i F.R. DOOR [R3O2.5.1] II x LVL _i [MI5O5.4] G)_ N 2a7° s " L FLUSH HDR m 4x4 Q � �- � I I i0 _ --------------� = N 6'-O" 2'-I" 4'-8" V I dJ - (2)-1.75 x 16 LVL FLUSH HDR �� _ 4x4 , — , N m N (3)-1.75 x I6 LVL DROP HDR-- -- -- - 4x4 PN (ENGINEERED DESIGN) ` \---—------—-----—_ —/ - -- - - -- - -- i. POST �1 i-�- O T Q; I - -- - t -4x4 I 4x4 BATH I I m LL- cv (ENGINEERED DESIGN) dJ 3'-I" ( O POST 12" x 12" AIR , I POST POST 1670 I I 0 = t() tu U (.; ---------------1 TRANSFER GRILL ° i i �� �' I I-' a m z l4 +�- SEALANT BEAD OF IN FLOOR II PLYIrIOOD SHEATHING UNDE (2)-2�0 N I r �-J z W Uj z GL - -� I L N 2`1-1 I 1 TO ERV (� -1 1W O-1 w INTERIOR GARAGE WALLS: ` BRACED WALL 1NE m 0 I I 20 cfm CONT. � G PSUM BOARD FOR WS I I � acv- �z � I ^� R-15 BATT INSULATION 1L ` z i' GYPSUM BOARD I I i I - _, I Ys GYPSUM BOARD r o _� `? ` L_1_ [MI5O5.47 i(J�� �- Q t- O I 2�i m ° J li FOYER N I :o IY � O z z GARAGE CEILING: - - I - - _ 1 U-J _ N i OPEN TO ABOVE o n- f O I iv I i o m x l ' F 9) N OL IX UJ I � x L y2[TABL EU 8302 6]� 0 2 1/ Q Q i / \ � i � d� w CONTINUOUS BEAD OF "I O - 247 'n ' ` MASTER BR SUITE I `? N ^O �I DINING ROOM 7 Q r (l Y_? W- SEALANT I — : u. u 1 I i \ — — � O Q (Y II X ? ? 1 d PLYWOOD SHEATHING UNDER I p O „ < 'y\ I CONTINUOUS MINIMAL I 3 I/2 12'-5 ua it , 10-3 I/2 W ,(� N 6 <Q I 6YP5UM BOARD FOR W5P I 1- v, i� EXPANDING FOAM AT WINDOW I v Q Q z I BRACED WALL LINE I � t0 I , � UNIT PERIMETER i I Q I w , O -� Q ! d i X �1 I PDR PLYWOOD SHEATHING UNDER - uu� I N HEAT DETECTOR in GYPSUM BOARD FOR WSP `� j��� WALL LINE55HO<HERm J7'-4" BRACED WALL LINE -____-- -- ul ABOVE z WINDOW UNIT (OR O - - m z WEATHER-PROOF DOOR) O I _N F 3°7°/(2)-I°l° SL C� 1- EEG. PANEL 22'-I" I m TYPICAL BEARING dJ w iV WALL(SHADED) Q I ! -------- N O -------------------------- WALL LINE ABOVE j 1� O 3050 3°50 (2)-175 x 11.875 LVL HDR j CONTINUOUS MINIMAL ° PORCH EXPANDING FOAM AT WINDOW O q°5 o O ' UNIT PERIMETER 20 cf TO CONT. 247 5/4x6 DECKING r [MI5O5.4] 3 1/2" 3 1/2" ;�. t,; �' //� ;JA^ L� - PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR F r, ."y; _ /`~t:1 �. 14'-5" 6'-8 1/2" FUTURE SOL R ELECTRIC INSTALLATION [TIO3A] 7" x 7" FINISHED COLUMN 9% ' ��` II PLATE Ht. 8'-5" ASF PLATE Ht. q'-I" ASF 6x6 P.T. POST CONTINUOUS BEAD OF (TYP-3) (2)-1.75 x 11.875 LVL HDR I +' SEALANT �- - -- -- - —-- -- -- -- (2)-2x12 P.T. HDR �1 O C1050 GYPSUM BOARD WOOD STEPS DEQ: V E R t D J U L 2 r 2023 +I� CONTINUOUS BEAD OF ADHESIVE 6'-4" 10'-O" 6'-4" 6'-6" b'-6" 7'-6" 14'-b" CONTINUOUS BEAD OF SEALANT 22'-8" 7'-4" 13'-0" 10'-0" 22'-0" ti) 2" CLOSED-GELL SPF O tl; . oN � � too lu m A o Q Q CONTINUOUS SILL SEALER - '°-`i O O FULL WIDTH OF SILL 111 ~ Z I FOUNDATION WALL �O 0lu O O W LL \ `y OC . \ , CONCRETE SLAB < O 0 O FIRST r C I PLAN '' - F� ISS I I LO0R PLAI� STRUCTURAL 12M51 ON NOTE JU tu O � SCALE: 1/4" = 1 ft ui v Z —_ In actor 2020 ROWS; z dance with the structural � �< � •� I ,�. .,'' f .. ,: elements such as engineered wood, steel and x-1 – steel/wood composite columns, beams, headers and i� %;`�i\/��,�`r' ,�� girders that: �-z0 Z tv 1) resist gravity loads, and lu 2) are not contained in the prescriptive design O Q provisions of the 2020 RGNYS LL O NOTE: IT IS THE INTENT TO PROVIDE FORA were designed in accordance with O CONTINUOUS AIR BARRIER ALIGNED WITH THE THERMAL ENVELOPE. THIS DETAIL SHOWS g m TYPICAL METHODS OF AIR-SEALING USING ANSI/AWG ND5-2018 With 2018 supplement. VARIOUS BUILDING ELEMENTS, APPROVED ADHES :i D SEALANTS. G Structural elements such as walls and fenestration GONFIGURATIONS NOT SHOWN, SUCH AS CANTILEVERS AND STAIRWELLS, SHALL BE that: SEALED SI R TO PROVIDE O DATE: JULY 2025 A CONTINUOUS AIR BARRIER ALIGNED WITH THE THERMAL ENVELOPE IN ALL LOCATIONS. I) resist Wind loads, and 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN were designed In accordance with ASCE 7-I6 wind SC l iE S L. NC 17 T LS provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 5 m . A Z A-1 p v 4Q'-10" Z O 3'-4" OC 3'-cl 3/4" 14'-2 1/4" F----�'-4 ------ 6'-4" 3'-8" 3'-8" I IL L------------i Q I I I I Z — I I I I m I 1 I I I 4 cv Q n f I I I ------------------- ---------------- --------- --------- - -------------------- WALL LINE BELOW 0 6452 HAZARD OLAZ INC [R308.4] � O I OI � I I O 1 2x6 GJ AT 16" o.c. 4°4 P G 1ZLL I -7 4040 PIG j z r - ------------------------------------- (2)-1.75 x 11.875 LVL FL HDR__ �- -- -------------- --- ---- M BATH - N I 7'-0 1/2" (ENGINEERED DESIGN) rn &'-0" G Ht J 1 DOUBLE WALL STUDS - _ 4'-II" 1 Ir------- 3 I/2" 3 I/2" \ BEDROOM 4 3'-3 I 6'-q" I - 2x8 PLATFORM W.I.G. - &'-O" G Ht m I oO I - N BATH i O I F 20 cfm CONT. in I m Z -1 I 4 TO ERV (F) I ! [MI505.4] 7 I - WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] nil __ �, LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR _ mINSTALL ERV UNIT IN CONDITIONED ATTIC. 4'-0" 20 cfm CONT. "I I`J rn 1 24-101 i- ry 5'-10" VENTILATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM. -I I- I O TO ERV 4-2 I/2 Q Pro I TECHNOLOGIES I MODEL 7 705 ! - 1 z I I z I [M1505.41 v PROGRAMMABLE I -� HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL LL =l I= p ® j m m O THERMOSTAT m ---------, INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. Q mI m I cv I SHOWER STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE 247° 287° CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL a5P07 _ N I 36" GUARD[R312.1] r — — --1 _N C[] O 2870 �� SLOPED GEILING ,� i FRESH AIR TO AN IN51DE DIFFUSER INSTALLED IN UPPER HALLWAY A.G. 1�E1"I m 1 ---------------------- ----2D-TP I ---� STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. HVAC, EQUIPMENT IN ATTIG Imo— — I I SMOKE 4 G.O. HALL m (2)-2x10 DOOR HEADER I I I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 15N45 PROPANE FURNACE: LENNOX ML1c16UHO45XE36B CLA55 IV SLOPED x DETECTOR (TYP) \3 I m ALL DUCTS SHALL BE 6" ala (OR EQUIVALENT), INSULATED TO R-4.2 DIRECT VENTED TO OUTSIDE;AHRI 204454167 GEILIN i / I �— — — J IN BEARING WALLS A5 SHOWN p HEATING GAP: 43,000 Btuh;AFUE = �ib.b -� �— — —� _ (2)-1.75x11.875 LVL FLUSH HDR (TYPICAL-5) POST UP I I N __ _ __ ____`_______ I __ __ , L __ __ - I I � SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: I 2�° BEARING WALL 2�° !m--! (EN6INEEPED DE51GN) -- j TRIPLE GJ UNDER POST MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM INDOOR COIL: LENNOX GHX35-24B+TDR I RIGID IN5UL I - _ _ _ I a I ' AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. j OUTDOOR UNIT: LENNOX ML14XC15024-23OA;AHRI 204503265 ON ATTIC 12" x 12" AIR N 36" GUARD[R3I2.1] I O r___ � I v i i m KITCHEN EXHAUST TO ERV IS NOT REQUIRED IF A RANGE HOOD 15 INSTALLED AND GOOLING GAP: 24,000 Btuh;SEER = 16.00 ACCESS DOOR S x VENTED TO OUTSIDE HAYING A MINIMUM OF 100 cfm. ` INSTALL IAW MANUFAGTURER'5 SPECIFICATIONS O i e a TRANSFER GRILL m I i I v 2 4 o LAUNDRY IN GEILING 13 t I QQO � j N IJ I I MASTER BR SUITE 2 i v L to w DRYER EXHAWST o Q I Ht TRAY GEILING 11 1 (n Z 0) Z IV j cv DRYE WASHER OPEN TO BELOW 0 I i D_ i J l-1 v 1 [MI502] Z d1 �oC N I 2x8 GJ AT 16" o.c. 1 I --1�_ O_J w I - - BEDROOM 3 Q x LU 1 6'-O 1/2" V - I S'-O" G Ht m 3 I/2" N /131)12" 12" ABOVE PLATE I 11(11�JJ ,-- Q } p ----------- � 10'-O" 14'-5" I 2030E i Q� Z Z I I - N I 3 1/2" O I Q (Q ®W I I N DOUBLE WALL STUDS I I I - VV O O �� �Q N (2)-2x10 HDR i j N m II i W.I.G. 267° 12'-5" 57EirEBRON --------------------------- > --- l N Ocv : /� SLOPED GEILING n � ZQ(2) 1.75 x 11.875 LVL HDR cp IWALL LINE BELOWr- (ENGINEERED DESIGN) N cm 2 Ag -----------------------------------------------------------J 6`5d2x6 GJ AT I6 o.c. m Z I GHT I I 0 6452 cl'-5" ABOVE 51JBF1 IOOR j Q I I I I I I i I I I I •p" �•p•� "" AIR SEALINC NOTES TABLE R402.4.1.1 -2020 I L-----------------------------------WALL LINE BELOW------------------------i * j ' AIR BARRIER AND INSULATION 4r� INSTALLATION --------------------------------r-----------------------------T� pY6{r '`'p�i;;d% '' yx" " COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION y I CRITERIA i----------------------------- �'td :'7� A continuous air barrier shall be installed in the building envelope. �-----------------------------� rr; ',,, E,.- • General requirements The exteriorthermal envelope contains a Air-permeable insulation shaft not be used as 4r " • continuous air barrier. a sealing material. t'-r1 JUL 1, L Breaks or rots in the airbarnershall besealed �G4.�V�f�GU J V 2 ���� The air barrier in any dropped ceiling/soffit shall be 71 6'-4" 13'-O" ID'-0" IS'-O" 5'-6" aligned with the insulation and any gaps in the air Ceiling/attic barrier shall be sealed. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame The junction of the foundation and silt plate shall be walls shall be insulated by completely filling Bated. the cavity with a material having a thermal Q B s resistance of R-3 per inch minimum. SECOND FLOOR PLAN Walls The junction of the top plate and the top of exterior A Exterior thermal envelope insulation for walls shall be sealed. framed 50ALE: 1/4„ = 1 ft Knee walls shall be sealed. (n m walls shall be Installed in substantial ! P-q contact and continuous alignment with the air O �/ 0 barrier_ tL The space between window/door jambs and to O lu 0) Windows,skylights and doors framing,and skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier_ Rim joists shall be insulated. 3 Q Floor framing cavity insulation shall be installed to maintain permanent contact withthe underside of subfloordecking. (1 O Z N Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floorframing cavity insulation V I ~ N�) shall be in contact with the top side of 1- and floors above garages. edge of insulation. tu sheathing or continuous insulation installed SOLAR-READY p Z Q `I on the underside of floorframing;and CERTIFICATE !L extending from the bottom to the top of all 4 ow � O p O erimeter floor framing members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE v IV Q 3 Z Cra:vl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be incorporated features at overlapping joints taped. rmanentl attached to the walls. W LU the time of Initial In accordance with the 2020 RCNY5• structural QZ Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterforor unconditioned space Shall be construction to enable the elements such as engineered wood, steel and -1 v — sealed_ installation of solar steel/wood composite columns, beams, headers and d < p �t Batts to be installed in narrow cavities shall electric. girders that: E-Z N be cut to fit or narrow cavities shall be filled O Z — Narrow cavities with insulation that on installation readily O R- confonnstotheavailabiecav space. The solar-ready roof o I) resist gravity loads, and v J Airsealing shall be provided beNieen the garage zone is shown on this -t LU S Garage separation and conditioned spaces. Recessed Ilght conditioned fixtures installed in the building Recessed tight fixtures installed in the construction plan excerpt 2) are not contained In the prescriptive design p Q Recessed righting therm at envelope shall be sealed to the finished building thermal envelope shall be airtight IIII and is free of IT Pprovisions of the 2020.RGNYS O 00 surface. and IC rated. GO UI`l” obstructions that would IN In exteriorwalls,batt Insulation shall becut o 0limit placement of solar were designed in accordance with neatly to fit around wiring and plumbing or Is. Plumbing and winrg insulation that on installation,readily pane ANSI/AWG NDS-:2015 with 2018 supplement. conforms to available space,shall extend Plastic conduit for future behind piping and wiring. Structural elements such as walls and fenestration The air barrier installed at exterior walls adjacent to electric wiring has been that: Exterior watts adjacent to showers and tubs Sho,xerttub on exteriorwall showers and tubs shalt separate the wall from the shall be insulated. installed through walls at shower or tub. The air barrier shall be installed behind electrical CONDUIT the locations shown to DATE: JULY 2023 Electricalrphone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the installation U resist wind loads, and boxes shall be installed. of wirin between the g 2) are not contained in therescri tive n dent HVAC supply and return register boots that electric service panel and p p 9 2nd FLOOR HVAC register boots penetrate building therm at envelope shall be seated roof-mounted solar SOLAR-READY provisions of the 2020 RCNY5 PLAN to the subfloor,wall covering orceiling penetrated b the boot. panels. ROOF ZONES Where required to be sealed,concealed fire were designed In accordance with ASCE 7-16 wind sprinklers shaft only be seated in a manner that isDRAWING NUMBER Concealed Sprinklers recommended by the manufacturer. Caulking or provisions and acceptable engineering practice. other adhesivesealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkler cover plates and walls annotated "ENGINEERED DESIGN." A == & orcellin BCONTRACTOR TO AFFIX AOVE CERTIFICATE TO WALL NEXT TO ELECTRIC, SERVICE PANEL [TIO5.10] m O BWL A BWL B BNL G BWL D BNL E BWL F V 5'-(5 I I I I I I -411 31.411 I I I z LL BWL I I-------- I -------- - 3' - I ILI � z a m I ri O I � I 11 41011 kJ-- - --- . I I i , BNL 2 ----1 O TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e,g GROUND SNOW LOAD(psf) z 20' 30 � RAFTER RAFTER SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 1 2707F2_836 0 Required number of 16d common1t j tu nails', per heel joint splices',a,e 13 a SOLAR-READY ZONE [TI03.3] 12 4 6 8 10 4 6 8 Il Z PROVIDES 36" WIDE AGGE55 PATHWAYS 3:12 16 5 8 10 13 5 8 11 14 0 FROM EAVE TO RIDGE WHERE SHOWN X11 [R324.6]. THE SOLAR-READY ZONE SHALL 24 7 11 15 19 7 11 16 21 r (V REMAIN CLEAR OF OBSTRUCTIONS 5UGH A5 12 3 5 6 8 3 5 6 8 Z (TYPIGAL- VENTS, ETC. Ir_AL-2)4] 4:12 16 4 6 8 10 4 6 8 11 '- i 24 5 8 12 15 5 9 12 16 # 12 3 4 5 6 3 4 5 7DL 5:12 16 3 5 6 8 3 5 7 9 ATTIG PATHWAY FOR SOLAR ELEGTRIG [T1oae,] 24 4 7 9 12 4 710 13 U- INSTALL 2"0 VERTIGAL 5GHEOULE 50 PVG ROOF LINE CONDUIT THROUGH ALL WALLS TO ATTIG, WITH 12 3 4 4 5 3 3 4 5 O TEMPORARY PLUGS OR GAPS AT EAGH TERMINU5O [E3802.3.2]. WALL LINE 7:12 16 3 4 5 6 3 4 5 6 WALL LINE 24 3 5 7 9 3 5 7 9 !� n.: .,....:.';,,_..'i -__=_-_-=_-- -_ ,-__--- 12 3 3 4 4 3 3 3 4 ROOF $FLOW ROOF BELOW �Q ° n (+ o +1 9:12 16 3 4 4 5 3 3 4 5 z 24 3 4 6 7 3 4 6 7 X '�2AO RR AT 16" o.c. 2x10 RR AT 16" o.c.1 N ROOF OVERHANG BELOW Q E Q 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 24 3 4 4 5 3 3 4 6 ROOF LINE IU _ For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per square foot=0.0479 kPa. WALL LINE ? I ,� - a. L 40d box nails shall be permitted to be substituted for 16d l = �J common nails. x 2x�� b. Nailingrequirements shall be permitted to be reduced 25 /;/ I) `I !! AT I6" o.c. q percent if nails are clinched. o C. Heel joint connections are not required where the ridge is supported by aload-beanng wall,header or ridge beam. d ACCESS ROOF Q ` /�! d. Where intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall,the H tabulated heel joint connection requirements shall be ) il U i X k \ / O X i �) I N i I I N _ permitted to be reduced proportionally to the reduction in I . I J, - i �� -W .• � _-.._..__ - __._ - I 9 1. {y xw:a o..s .o �...,... ..,..o ra,m.w.v«..,-. ,-.. -- -. .. ., . ,. - .. span j �..,., :.:...,, .,......., e. Equivalent nailing patterns are required for ceiling joist ' to ceiling joist lap splices. Applies live load of 20 psf or less. V ,� II f es to roof L-I5 x 14 LVL STRUCTURAL RIDGE / X Tabulated heel joint connection requirements assume POST RIDGE DOWN TO BEARING g q — WALL AT 12'-0" ON-CENTER OR LE55 that ceiling joists or rafter ties are located at the bottom O POST ON - 2x12 RIDGE �. I _ a I of the attic space. Where ceiling joists or rafter ties are � � m w v 2x12 RIDGE L,, ( I `- located higher in the attic,heel joint connection m Z z I requirements shall be increased by the following factors: z �- z- Z Z — — Jtr OZw ,I 1 EXTEND RIDGE TO Q a J If—BEARING WALL AT 6 to GARAGE ROOF BELOW i% ._ i s O u /�GGESS ROOF ALL VAULTED HC/HR Heel Joint Connection Adjustment Factor p _ N O iZU CEILINGS 1/3 1.5 Z JU 0 Z � Z I ° q Q O 1/4 1.33 Q > w OL � ®W OL Q :;., y. ,,;I 11_,^ \ATI&" 1/5 1.25 Qw nn,, (X Q O w - Q 1/6 }1.2 Qx Q 1/10 or 1 ess 1.11LU cv qwhere:He=Height of ceiling joists or rafter ties measured vertically X ! 2x6 RR AT 16 o.c._ above the top of the rafter support walls. wHRHeight of roof ridge measured vertically above the top of2x10 RR AT I6" o.c. 2x10 RR AT I6" o.c. Z the rafter support walls. WALL LINE2x10 RR AT I6" o.c. 3 1 .•"` r I ROOF LINE ROOF LINE ROOF BELOW PORCH ROOF BELOW N '`• i }`y ' '`! ;r" `, WALL LINE DL IVERED JUL 2 9 2023 ROOF LINE I I ROOF PLAN m `n SCALE: 1/4" = 1 ft O Z Q f Q of IL Oz � O O O W IL DL Q O Qlu STRUCTURAL DE51ON NOTE J� v O w z In accordance with the 2020 RGNYS; structural Q Z Q Z elements such as engineered wood, steel and ~ X J steel/wood composite columns, beams, headers and Q Q_ girders that: t` N loo- 1) Z resist gravity loads, alnd v J V V-I LU 2) are not contained in the prescr'lptive design p Q provisions of the 2020 RGNYS LL O O O were designed in accordance with O AN51/AW0 ND5-2018 with 2018 supplement. m Structural elements such as walls and fenestration that: DATE: JULY 2023 i) resist wind loads, and 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed In accordance with ASCE 1-16 wind provisions and acceptable engineelring practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DEVON." A — a ROOF 12x EXTERIOR WALL I I z Im O I} � v I - - - - -- - '- - - - - - - - - - - - - - - - - - I - - - - - - - - - � 6" CLOSED-CELL SPF INSULATION Q STUD TO FLOOR JOIST V SIMPSON COIL STRAP ------------------} ------ -- ------------------------------------------�-4---------------------------------------------------------------t-------------------------------------------------------i (4)-861 NAILS AT EACH END O LL CEILINGLAUNDRY I I I FAMILY BATH _� I - - - - - - - - - - - - MASTER BATH I i 2x 50LID BLOCK 4 AIR-SEAL BETWEEN FJ 0 _ - - - - - - 2x RIM BOARD >I I I > � ? 1 > I I 1 > I > I >I > 1 > I z GANTILEVERED FLOOR JOIST - V WGI WG WASHER ( I I I LAV. I I LAV. I LAV. I I I I OSB d VINYL SOFFIT N TUB I I ITUB I I r- 11_1 FLOOR J015T TO WALL: /1 1 SHOWER I 51MP50N H2;(5)-Sd NAILS TO FJ 8 (5)-8d NAILS TO STUD �] I I -1 I I I 2x EXTERIOR WALL - 2nd FLOOR ---------------------------------------------------- I ALTERNATE WHERE FJ/5TUD MI5ALION5: -------------- ---I-- ------- 2 N) --- 3 N)-------- I-I/2" W r--r----------- I-I/2" I --- I-I/2" W 2" W --- 3 N)-- 2" N) --- --- FLOOR J015T TO PLATES: 2 W 3" �y I I G.O. 3" W I I Sd 51MP50N H2.5;(5)- NAILS TO FJ, (5)-ed NAILS TO PLATES 22 W I I C.O. 2" W I PLATES TO STUD: ------------------- ------ ------- --------- j SIMPSON H2.5;(5)-5d TO PLATES, (5)-8d TO STUD CEILING - - - - - - - - - - - - - - - POWDER BATH- BATH - - - - - - I 2x ROOF RAFTERS AT 16" O.G. - - KITCHEN - USE GALV. HURRICANE TIE BETWEEN >1 >1 I >T j EVERY RAFTER AND THE ROOF BEAM �- u)I U)I > I DETAIL AT FLOOR 2x CEILING JOISTS AT 16" O.G. V 1 ' OIN 0ANT1 LF-VFER5 SFETBAGKS HEEL JOINUSE ( NAILS AT RAFTER I I 1 1 � T CONNECTION X KIT SINK WG WG DW M I LAV. LAY. I SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) N m m I I AS EMB ESWIR HAIO-d N�STED 12" O.G. STAGGERED ALONG LENGTH SHOWER I Ist FLOOR VENTED VINYL SOFFIT 1x8 TRIM BOARD -------------------------- --------------------- -------- ----- ----------------------------------- ---------- -------------- ------- --------- --- -----------------� 2 H 1-1/2" W 3" W 1-1/2" W 3" W 2" W I UPLIFT CONNECTIONS: C518 &ALV. COIL STRAP G.O. 2 W G.O. 2: W 3" W G.O. 1 11 2" IN 3" W USE (2) AT EACH POST,TOP d BOTTOM I 5/4"xb" DEGKIN& (4)-IOd NAILS AT EACH END ------------------------ ------ ----------------------------------------- -------------y PERPENDIGULAR TO JOISTS GEILIN& j (2)-8d THREADED NAILS OR G.O. 44" IN " W 4„ W r-- - -1 - –II F.A.I. (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 4 EACH 5UPPORTIN6 MEMBER UG3B PRESERVATIVE TREATED [R50-731 REST DIRECTLY ON FLOOR BEAM I I FLOOR BEAM (SEE PLAN FOR SIZE) i FLOOR JOISTS UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS FLUMB I NO R 15FER D I AORAM HOUSE TRAP LTO APPROVED UG35 PRESERVATIVE TREATED O.G. ALONG EACH ED&E [R50-7.5] SCALE: NTS i SANITARY SYSTEM GRADE 4x4 WOOD POST BASEMENT FLOOR I UG35 PRESERVATIVE TREATED l l ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ((V ---------------------------- • PB44 HOT-DIPPED 6ALV. POST BASE ANGHOR m W O I1 (� m Zz 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 1J-1 V T !Ll- DA VERTICAL REBAR ON }- O W 24" x 24" x 12" DEEP P.G. f :OOTIN& WITH (2)-#4 m Q N Q REBAR EACH WAY, REBAR 4" ABOVE Q �J ,- TYPICAL ROOF R-3 O ASPHALT ROOF 5HINGLE5 OVER 15# FELT OVER BOTTOM uj > 0-- f- Z " STRUCTURAL PANEL 5HE ATHINO OVER 2x10 RAFTERS AT 16" O.G. � ^Q R-3(16" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) T)"F I GAL PORCH DETAIL 1L- �_� m IK.Q 135 x 14 LVL STRUCTURAL RIDGE (SEE ROOF PLAN FOR POST LOCATIONS) WITH�" &YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] O O > <X 0000- OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE. NTS (v r(1 N O 7 Qn R I DC E TENSION ST AF: 12 8 < A WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP uu u u u u _a uu _ IlIT1 IIITII IIT IT 2x4 GOLLAR TIE AT 48" O.G. GABLE WALL INSULATION (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XP5 CAVITY: R-13 2" GL05ED-DELL SPF SEALED ATTIC, (Mlf_iZLGTLY GONDITIONED) MT530G STRAP-TIE ,:`•. °'" ° " �/ ,° 2 SOLID - _. EAGH RAFTER e� r" ; (BEYOND SECTION) 2x6 GJ AT 16" O.G. O C� SMOKE d G.O. WOOD BLOGKIN& C E�,.��v��� i .-� '1).� S DETECTOR IN ATTIC ;�. ,�� 1-1/4" WIDE 20-OUA5E \ - OALVANI'ZED STEEL STRAP ,�.'r NOTE: ALL DUCTS SHALL BE EAGH SIDE OF WINDOW AND r RAFTERTO STUD: TYPICAL EXTERIOR WALL R-2 LOCATED IN THE ATTIC, I/2' GYPSUM WRAP STRAP OVER RAFTER 2x4 5TUD5 AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH 1-O DOOR OPENINGS. INSTALL (4) 5-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND STRAP FROM TOP OF TOP " .. (2)-2x8 HEADER5 UNLESS OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 PLATES TO JAGK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFACED FIBEROLA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC,. MINIMUM ILENOTH BELOW DELIVERED JUL 2 9 2023 IAN MANUFACTURER'S SPECIFICATION VINYL 51DINO OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION N zHEADER = LENOTH ABOVE NHERE RAFTER ALIGNS WITH STUD OVER 1/2" 5TRUGTURAL PANEL SHEATHING G5-HSP p[ = BOTTOM OF HEADER J Q R-13 2 CLOSED-GELL - - Z HALL w LAUNDRY W.I.G. SPF AT RIM JOIST N N m BEYOND SECTION w (2)-1.15 x Ib LVL I_ u W DOUBLE-FRAMED 3/4"Q SUBFLOOR O STAIRWELL (TVP) am r� Ib" TJI-360 FJ AT 16" O.G. 0 TYPICAL INTERIOR WALL N I I z OIL NALL STUD TO MALL STUD : 2x4 STUDS AT Ib" O.G. II I uQi O Q Q o (2)-2x4 TOP PLATE;2x4 SOLE PLATE 9 3/Ib'! 1(2)-1.-75 x I6 LVL I/2' &YP5UM Y2" GYPSUM WALLBOARD ON BOTH SIDES FL HDR BOARD FINISH ° ad STRAP OVER OR UNDER 5HEATHINO I I O O (4) 5-d COMMON NAILS AT EACH END OF STRAP _ 15t FLOOR PLATFORM SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a WOOD FLOORING OVER R-13 2" CLOSED-GELL 2x8 PLAT r 1 I o TENSION STfizi�I�iC nc 3/4 PLYWOOD 5UBFLOOR SPF AT RIM JOIST ( 1 O O 11 , 11.675" TJI-230 FLOOR JOISTS AT I6" O.G. AT V4ALL OPEN I X105 O O w IL GROSS BRIDGING AT MIDSPAN ' 1L " I I 1/2 &YPSUM HALL PANTRY SCALE: NTSQ O Z SILL CONSTRUCTION: I I ` 11 1 _-j Q a 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD E30FINISH Cl 3/16" Ja-1 V ON SILL SEAL WITH 1/2" ANGHOR BOLTS (SEE TYPICAL WALL DETAIL) I INISHED FLOOR I_ <Q X da < 1/2" GYPSUM N I.- z OARD FINISH (2)-1.7INISHED GRADE 5 x 14 GRAWL 5PAGE V p- 3030 DOOR m [R3o2.i3] LVL GIRDER n/v B STUD TO SILL FLATF_ • FINISH GRADE (BEYON (INDIRECTLY CONDITIONED) lu WRAP STRAP UNDER SILL PLATE PER GORE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING jn PLASTIC CAPILLARY BREAK iv (6) 8-d COMMON NAIL5 AT EAGH END OF STRAP 2" RAT SLAB OVER 6 mil POLY TOP OF SLAB IL 43 SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a .a8" POURED CONCRETE STEM WALL ON 24" x 24" CMU PIER ON to .e . .' •' a e REINFORCED CONCRETE FOOTING REINFORCED CONCRETE FOOTING °a : • (SEE FOOTING PLAN) (SEE FOOTING PLAN) a R-13 2" THICK GLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) WITH APPROVED IN GOATING [R316.6] DATE: JULY 2025 FLAME SPREAD INDEX S -75 MAX. SMOKE DEVELOPED INDEX S 450 SECTIONS 4 DETAILS H I Ott-lel I ND UPLIFT ST AFF I NO SCALE: NTS SGT I oN A DRANINO NUMBER NOTE: ALL METAL STRAPPING SHALL BE 11/4" x 20 GAGE (5IMP50N 0520 COILED STRAP). SCALE: 1/4" = I ft — STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51DENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES State Uniform Flre Prevention and f3ullding Cade - Iq NY tzQ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA and publications Incorporated by reference therein. O WIND DESIGN STANDARD: 2020 RGNYS RI052 BUILDING PERMIT: A building permit shall be Issued by the F- GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN Town prior to the start of work. A copy of the building permit V FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozards.ate-ounr-il.org FOR THE PROJECT LOCATION: until project completion. LOAD CATEGORY Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p 9 z (mph) effects region debris zone depth N 41.1168 W '72.3561 THI5 NEW RESIDENTIAL 5TRUCTUIRE UTILIZES RI06 3 DE516N PROFE5510NAL: A Certificate of Authorization Is O WIND DE51ON 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GONSTRUGTION filed with The State Education Department entitling D'Amoro 25 psf 128 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 FRAMIN6. Engineering and Surveying,P.G. ("Designer") to provide V MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer has THE OWNER 5HALL NOTIFY THE TOWN AND not been retained to provide construction engineering, Winter Summer Altitude correction Indoor design Design temperature Heating temperature 8301.2(3)] AFFIX THI5 51ON IN ACCORDANCE WITH supervision nor inspection,and therefore Is not responsible Elevation Latitude EXPOSURE CATEGORY: EXPOSURE B TITLE 14 NYCRR PART 1265, for work performance of the builder. The builder shall Q heating cooling factor temperature cooling difference Immediately notify Designer, In writing, If there Is a Iu COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT any 01 n discrepancy found between field conditions and pian to 12 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. N Coolingtemperature Wind velocity Wind velocity Coincident Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof p y y Dail range _ R3012.1 HIND DE516N: In accordance with Figure R3012(5)B,wind m difference heating cooling wet bulb y g humidity humidity span, 140 mph, itch greater than 5:12) [TABLE 8802.11] design Is not required. This building Is designed In WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNYS. N 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) _ WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf d UPLIFT METAL FRAMING CONNECTORS ARE REGUIRED AT TOP 83012.12 PROTECTION OF OPENIN65: This building In not located A N OF ALL BRACED WALL PANELS [8602.3.5]. In a Hindborne Debris Region. r- 83012.4 FLOODPLAIN: This building Is not located in a flood .(1 hazard area. R3015 LIVE LOADS: Minimum uniformly distributed live loads: J1L-J Attics without storage 10 psf,Attics with storage 20 psf, f Balconies d decks 40 psf,Rooms other than sleeping rooms O TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 psf,Sleeping rooms 30 psf,stairs 40 psf Z 8301.6 ROOF LOAD: Roof Design Load Is based on the greater NUMBER AND TYPE of the Ground Snow Load (20 psf,applied per ASCE-7) and NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION NOMINAL MATERIAL a,b design corresponds to the 30 psf ground snow load column to OF FASTENER° OF FASTENER° THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor hes (inches) support (inches) (inches) R301.8 NOMINAL 51ZE5= Dressed lumber dimensions specified on 4-8d box(2%"x 0.113");or 4-8d box(2Y2" ��x 0.113 ),or (inches) these plans are nominal sizes. Engineered wood dimensions 1 Blockingbetween ceiling joists or rafters to to late 3-8d common(2%"x 0.131");or 3-8d common 2 y"x 0.131" ;or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing a-VL,P5L, I foists,glu-lams,etc) are actual dimensions. 8 j p p Toe nail 21 Joist to sill top plate or girder ( ) Toe nail 3-10d box(3"x 0.128");or 3-10d box(3"x 0.128");or Staple 15 ga. 1 %4 4 8 8302.1 FIRE-RESISTANT EXTERIOR HALLS: All exterior walls and projections shall be located at least 5 feet from lot lines and -3"x 0.131"naris 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 21/4 3 6 are not fire-resistance rated. 4-8d box(2 y"x 0.113");or 8d box(2Y2"x 0.113") 4"o.c.toe nail Staple 16 ga. 13/4 3 6 3-8d common 2%"x 0.131" • or Rim joist,band joist or blocking to sill or to late :� :: . R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 2 Ceiling joists to top plate ( ), Per joist,toe nail 22 J J g p p 8d common(2 Y x 0.131 ), or 0.113 Nail 2 3 6 WALLS AND CEILINGS: Gypsum wallboard Is a Glass A finish 3-10d box(3"x 0.128");or (roof applications also) IOd box( x 0.128"3" •), or 6"o.c.toe nail '/2 and s Staple 15 and 16 ga.2 4 8 g havin a F-51 = 15 (re 'd max. 200) and a 5DI = 0 (re 'd max. 3-3"x 0.131"nails 3" x 0.131"nails 0.097-0.099 Nail 21/4 4 8 450),•cnid complies with Code. (req R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3"x 0.128");or 3-8d box(2Y2"x 0.113");or Staple 14 ga.2 4 8 INSULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3Y2"x 0.162");or Face nail 2-8d common(2Y2"x 0.131");or 2s s Staple 15 ga. 1 %4 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/ 1 surfaces shall have a F51 s 25 and o501 5 450. See plans 2 staples, V crown 16 a 1 3 " 0.097-0.099 Nail 2/4 4 8 for exposed Insulation values. Ceilingjoist attached to parallel rafter heel joint) p g ., /4 long J p ( J ) Staple 16 ga. 2 4 8 8302.11 FIRE 13LOGKIN6: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3 y"x 0.135") 1 around all penetrations of the floor and ceiling lanes,and 8802.5.1(9)] � 24 2"subfloor to joist or girder 1 �� �°r Staple 14 ga.2/4 4 8 p 9 P 2-16d common(3/ x 0.162) Blind and face nail 1 0.113 Nail 21/a 3 6 where otherwise specified by the 2020 RGNY5. 4-1Od box(3"x 0.128"); or 3-16d box(3 y"x 0.135");or Staple 15 ga. 2 4 4 8 R302.I2 DRAFTSTOPPIN6: Not needed for this project. 5 to rafter Collar tie to rafter,face nail or 14" x 20 ga.ridge strap 3-1Od common(3"x 0.148"); or Face nail each rafter 25 2 planks(plank&beam-floor&roof) 2-16d common(3%"x 0.162) At each bearing,face nail • 0.097-0.099 Nail y 4 8 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this 4-3"x 0.131") 3-16d common 3 4"x 0.162" • or project under Exception 4. ( ), SPACING O FASTENERS 4-1Od box 3"x 0.128" or NOMINAL MATERIAL a b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: 3-16d box(3%"x 0.135");or 26 Band or rim joist to joist ( „ )' DESCRIPTIONa, OF FASTENER AND LENGTH Recessed 2 toe nails on one side and 1 toe J J 4-3 x 0.131 nails;or End nail THICKNESS Edges Bod of aneld from insulation shall be IG-rated I/A/W NI102.45 with separation 6 Rafter or roof truss to plate 3-10d common(3"x 0.148");or � (inches) g Y P from Insulation er listing. ,, \\ 4-I0d box(3"x 0.128"); or nail on opposite sideofeach rafter 4-3"x 14 ga. staples,%6"crown - (inches) (inches) (inches) p g' Z V 8308.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered lass or n 4-3"x 0.131"nails or truss „ f h other approved safe glazing material shall be Installed In OL `� O 20d common 4"x 0.192" or Nail each layer as follows: 32 o.c. Floor underlayment; plywood-hardboard-particleboard -fiber-cement PP ! 9 9 in E- ( ), and adjacent to door panels;within 60 inches of wet surfaces; m UJ v 4-16d box(3 2"x 0.135");or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. 1 I 1 (n to z z 3-1Od common(3"x 0.148") or 10d box(3"x 0.128")• or 24"o.c. face nail at top and bottom 3d corrosion-resistant rin shank nails Jf-1-1 ' Toe nail g 3 6 R30C1.1 6ARA6E FLOOR SURFACE: Garage floor shall be 5-inch } Z d It Ix 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle - - -1 U- O-a w 27 Built-up girders and beams 2-inch lumber layers - Z Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails 2 entry doorway. I n \ < - 0 7 And: Staple 18 ga. /long y crown A V !- � r' O to minimum 2"ridge beam „ • 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENIN65: 3-16d box(3 x 0.135 ) or 2-20d common(4 x 0.192 ) or (finished flooring other than tile) It Is the O 4 Z ' Face nail at ends and at each splice builder's responsibility to verify that window units supplied a 1- O 2-16d common(3%"x 0.162");or End nail 3-lOd box(3" x 0.128"); or p �4 14 long x.121 shank x.375 head diameter corrosion-resistant the manufactuurer comply with the dimensional requirements for OL � �` �111 � ® WO 3-10d box(3"x 0.128"); or 3-3"x 0.131"nails (galvanized or stainless steel)roofing nails(for tile finish) 8 8 emergency escape and rescue openings where required. n/ m 3-3"x 0.131"nails 1 83117 STAIRWAYS: Interior stairways shall be re-assembled O ii��� > Q 4-16d box(3�"x 0.135");or 14 long,No. 8 x.375 head diameter,ribbed wafer-head screws p O fx `� Wall 3-16d common 3 for tile finish g 8 wood units. The maximum riser height shall be 8-1/4 inches and ty O Q 28 Ledger strip supporting joists or rafters ( y x 0.162 ),or At each joist or rafter,face nail ( ) the minimum tread depth shall be q Inches,plus nosing where Z A Q 16d common(3 Y2"x 0.162") 24"o.c. face nail 4-1Od box(3"x 0.128 );or Plywood required. Provide handrails per Gode. ^ d 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128")• or 4-3"x 0.131"nails 1-_1 ' 16"o.c. face nail 1 Y4 ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above ' 3"x 0.131 nails ( " "); and/6 12%ga. (0.099")shank diameter 3 6 rade,and steps leadingthereto,shall have guards that Z 2-lOd box 3 x 0.128 or 2-8d common 5 Conform to Code. g 29 Bridging or blocking to joist „ • Each end,toe nail Stud to stud and abutting studs at intersecting wall 16d box(3 4"x 0.135");or 12"o.c.face nail (2 y x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga.,%,%6 crown width 2 5 9 3"x 0.131"nails R3122 WINDOW FALL PROTECTION: Windows with sillls less than corners at braced wall panels) SPACING OF FASTENERS ( P ) ii 3 15 i 1�ring or screw shank nail-minimum 24" above finished floor and greater than 72" above grade 16d common(3Y2"x 0.162" 16"o.c. face nail /2,/s, /2 and/ 6 8e shall be protected per Code. ( ) TE DESCRIPTION NUMBER AND Edges Intermediate 12�ga. (0.099") shank diameter 16d common(3%"x 0.162 ) 16" o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER"'b'` g h supports',' 14 ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected •.P-•¢1,...• 10 Built-up header(2"to 2"header with�" spacer) (inches) g smoke alarms,carbon monoxide alarms,and heat detection X 16d box(3Y2"x 0.135") 12" o.c.each edge face nail (inches) 3 6 1%2,g,2%2 and 4 12 2 ga.(0.099")shank diameter alarms shall be installed at all locations shown on the plans. .rKt 0,``* � •l° 5-8d box(2Y2"x 0.113" ,or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 Y2 6 8 8315 CARBON MONOXIDE ALARMS= Install at all locations , -r 11 Continuous header to stud 4-8d common(2Y2"x 0.131"); or Toe nail [see Table 8602.3(3)for wood structural panel exterior wall sheathing to wall framing] f s ecified on the plans. . c °;.: . % .° .t x� 4-10d box(3"x 0.128") Y811 -Y211 6d common(2 x 0.113 )nail f 1%long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumbers specified In the Ions Hardboard p p r,•:.°' 16d common 3%"x 0.162" 16"o.c. face nail 30 (subfloor,wall)' 6 12 p p ( ) ) 0.200 p p " �. t .. as pressure preservative- treated (P.T) shall be In ry p .< accordance with AHPA UI for the Intended use and location. 12 Top plate to top plate IOd box(3"x 0.128")• or 31 1%2"- P 8d common nail(2%"x 0.131 ) 6 12f Staple 18 ga., /long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel stainless t cement-coat' sinker nail 6 6 r f° ;..- ' 12"o.c.face nail Pp 9 " 1 :: 8d 2/ x 0.31 deformed nail 6 12 - Particleboard steel bolts. �p greater 3"x 0.131 nails IOd common 3 x 0.148 nail or steel,silicon bronze, copper or 1/2 diameter or , 32 1/ 14 i „ ( ) I 4d ring grooved underlayment nail 3 6 9 273 R401.4.1 6EOTECHNIGAL Footings and foundations shall rest on ®E 1VERE[l ,UL Z Other wall sheathing 3 g 8-16d common(3 1/2"x 0.162");or Face nail on each side of end joint g Staple 18 ga., /long,/6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2000 13 Double to late s lice 12-16d box(3%"x 0.135");or �: 1 y galvanized roofing nail, /6 head s 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this lood-boring value p p p (minimum 24 lap splice length 33 y structural cellulosic fiberboard sheathing 1� 3 6 /g Include 6W b 6P-gravel and sandy gravel;6M 4 6G-silty and 12-1Od box(3"x 0.128");or each side of end joint) diameter,or 1 crown staple 16 ga., 1 74 long Staple 16 ga., 14 long,8 crown 3 6 clayey gravel;5W d 5P-sand and gravely sand;5M 8 5G-silty 12-3"x 0.131"nails 1 %4" galvanized roofing nail,%6"head 6d ring-grooved underla underlayment nail and clayey sand. Unsuitable subsoil material encountered 34 2%2" structural cellulosic fiberboard sheathing 3 6 K% yin 6 10 during excavation shall be excavated and replaced In-situ m diameter,or 1 crown staple 16 ga., 14 long Staple 16 ga., 1 s long,4 crown 3 6 with 3/4" crushed stone to a minimum depth of 8 Inches or AOBE. 16d common(3Y2"x 0.162") 16" o.c. face nail 14"galvanized roofing nail; staple galvanized, Bottom late to joist,rim joist,band joist or �� d g g p g � R4o22 CONCRETE: Basement walls,foundation walls,exterior 1 14 p J J 35 y gypsum sheathing „ 1 7 7 O -1 blocking(not at braced wall panels) 16d box(3 Y2"x 0.135");or 1 y long; 1/ screws,Type W or S For SI: 1 inch=25.4 mm. walls and other vertical concrete work exposed to the O 12 o.c. face nail weather shall be air entrained stone concrete with a minimum 5= U 3"x 0.131"nails s d 1 4"galvanized roofing nail; staple galvanized E- 36 / gypsum sheathing s „ s „ 7 7 compressive strength of f'�=3000 psi at 28 days. Porches, O� 3-16d box 3 y"x 0.135" ;or 3 each 16"o.c.face nail 1 / long; 1 / screws,Type W or S a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. carport slabs and steps exposed to the weather,and garage i O to Bottom plate to joist,rim joist,band joist or ( ) floor slabs shall be air entrained stone concrete with a 15 blocking(at braced wall panel) 2-16d common(2 y"x 0.162"); or 2 each 16" o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width Of%6-inch On diameter except as noted. mtninnxn compressive strength of Pc,=3,500 psi at 28 days. 1L 4-3"x 0.131"nails 4 each 16" o.c.face nail 6d deformed 2"x 0.120" nail;or 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. 1t) O tu m ( ) R403.1.4.1 FROST PROTECTION: Exterior footings and foundations O Q 0 b 37 4" and less 1 „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. i z t- 4-8d common(2/ x 0.131 )nail systems shall extend below the frost line, i.e.,to a minimum O _ 4-8d box(2 4"x 0.113"); or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O O =1 3-16d box(3 y"x 0.135");or38 �„ - 111 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. ( 6 12 Y R40411 BACKFILL: Backfill shall not be placed against m fX Z (v 4-8d common(2 y"x 0.131");or Toe nail 8d deformed 2%Z'x 0.120")nail f. Hardboard underla ment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top O O 4-10d box(3"x 0.128");or l Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. X 60 u- 4-3"x 0.131"nails 39 1 4"- 1 14" i „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to able end wall framing shall be installed using 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail p g P g g g g 8502.1 WOOD FLOOR FRAM►N6: Load bearingdimension lumber O z A O the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer O O lu Q 3-16d box(3,V"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 J V Q 0 Z End nail 2-16d common(3 4"x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. V O 3-1Od box(3"x 0.128");Or R602 WOOD HALL FRAMING: Load bearing dimension lumber shall 4 Z u O Z 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 lJ ouglas fir-larch No. 2 or better. Studs shall be a minimum < sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. Q - 3-10d box(3"x 0.128");or 0.192 inch 20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a b c A 17 Top plates,laps at corners and intersections 2-16d common(3%"x 0.162");or Face nail ( ) g g ' WALL SHEATHING USED TO RESIST WIND PRESSURES ' " 8702.3 GYPSUM BOARD: All Interior walls to be covered with� 3-3"x 0.131"nails ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise O Z q Q - b. Staples are 16 gage wire and have aminimum/ noted on plans. -inch on diameter crown width. MINIMUM ULTIMATE DESIGN U 3-8d box 2 4"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 eater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL J ( )� p pp p NOMINAL WIND SPEED Vnit 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested V -1 lu d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind re Ions and installed J 18 1"brace to each stud and plate 2-8d common(2%"x 0.131"); or Face nail Y y P pp y' PANEL (mph) � 9 2-1Od box 3"x 0.128" • or e. Spacing of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN SPACING with fasteners in strict accordance with the manufacturer's O ( )' p g O Penetration THICKNESS Edges Field Wind exposure category Instructions for ht h-wind regions. Use stainless steel nails for IL O RATING orches g P g Y !L- 2 staples 1 %" f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches (� ) fastening vinyl siding on buildings located within 3000 feet of �m � � (inches) (inches) (inches o.c.) (inches o.0 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 O 3-8d box(2%"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or eater but 6d Common 1.5 24/0 / 16 6 12 140 115 110 Load bearing dimension lumber p p g p P �• 3 8802.1 WOOD ROOF FRAMING: 2-8d common(2%"x 0.131")• or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and Gelling joists shall be 19 1"x 6" sheathing to each bearing 2-10d box(3"x 0.128");or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• � g 8d Common 16 6 12 170 140 135 2 staples, P crown, 16 ga., 13/4"long sheathing shall conform to ASTM C 208. 1.75 24/16 %6 (2.5" x 0.131") 24 6 12 140 115 T 110 8806 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)(50 of the area of the DATE: JULY 2023 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(2 y"x 0.131");or supported b framing members and required blocking. Blockingof roof or floor sheathingpanel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rgo52 ASPHALT SF+INGLES= Asphalt stet shingle wrappers shall 3-1 Od box(3"x 0.128");or pp Y g q g' p g p 1p P 9 app the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance with ASTM D-7158 Glass 6 3 staples, V crown, 16 ga., 1 4"long a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened In NOTES supported by framing members or solid blocking. g p p 1P Pp P Y p Yv' g p accordance with the manufacturer's Instructions to achieve 20 1"x 8" and wider sheathing to each bearing Wider than V x 8" 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 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 3000 feet of 4-8d box(2 4 x 0.113 ), or Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. 3-8d common(2 y"x 0.131");or the opposite side of the rafter shall not be required. g re q DRAWING NUMBER 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-built 3-10d box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c.or 24 o.c.shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1"crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. A == 10 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOISTIST DETAILS ( ) Load bearing or braced/shear wall Plate nail-16d 0.135"x 3Y" at above(must stack over wall below) „ 12"on-center Load bearing or braced/shear wall above » Plate nail,16d(0.135 x 3/ ) B locking panel: 1XVTJ Rim Board,1 ( present) ALLOWABLE HOLES TJI R Joists Plate Hall, 16d(0.135"x 3�) 3/8", ® must stack over wall below when resent O at 16"on-center When sheathing thickness exceeds 2x stud wall at Floor panel nail- 9 P at 16"on-center - ® ®• No load bearing Blockin anel: trim sheathing tongue at rim board 16' on-center 8d 0.131"x 2Xz" at 6"on-center berStrand LSL or TJI joist.9 P Web Stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 1Y"hole may be cut® Plate nail-16d 0.135"x 3X2" anywhere in web out- 1Xa" e Rim Board, 1X4' required on both ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT side of hatched zoneTimberStn3nd® LSL or at 16"on-center 1Y8"TJ®Rim Board,sides at A2W ONLY both sides at A3.4W ONLYTJI®joist Floor panel nail- Sheathing squash blocks required each side � cut or notch flange.8d 0.131"x 2Y2" at 6"on-center* boundary nails, at B3W ONLY1/4"TimberStrand® LSL( ) , or TJI®joist d(0.131"x 2/")a 1Ya"TimberStrand® O •• O O Z Rim-to-oist Web Stiffeners required 4"on-center LSL rim board. Ys Web stiffeners 6" 61 : required on bothnail each side at A3. W 61 B1 WSides of both joist 6" L, 2xDt D, Close) rou ed roundToe nail-10d(0.131" 1 Y 9 P 6" 6"Toe nail, Toe nail, A"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No feed cut minimum holes are permitted if minimum No nem cut Do not cut ( x 3")at 6"on-center10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/8, 12Web sDO NOT (applies to all holes the group perimeterholes In holes larger only)or min End of joists at hatched meets requirements for hatched + - 1L 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) q than 1/ In TJI nm joist at rim board For rim board thicker than 13/4" centerline zones round or square holes. zones cantilever ® ' and B2W ONLY reinforcement 0 Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support 111 Toe nail-10d(0.131"x 3") Table A - End Support required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required N * sides at Al W ONLY * joist bearing at ends. Attach �k support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear 63 63W with braced/shear walls above or B4 g4W Minimum distance from edge of hole to inside face of nearest end support til Al Al W O p`2W rim joist per A3 detail. 8(9(919 nail from side of parallel closure into rim board. walls above or below-see detail B1 O O below-see detail B1 O O JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 A3.4 �k DEPTH 2" 3" 4" 5" 6y2" 7•• B%" 11" 13- 2" 3" 4" 5" 6Y•' 7" 9%" 11•' 13" N O O O y W Nail through web cantilever,wood backer and Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ®Rim Board or 1Y"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" 110 ,'-o~ ,'-s^ z'-o" 3'-0" 5'-0" 1•-0" ,'-s" 2'-s" 3'-s" a'-s" N Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Blocking 1 ( ) z10 r-o^ r-s^ 2'6" 3'-0° 5-s^ r-0• z-o" z'-s" a'-o" s'-o" Q r for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y2" vi _ ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" s'-0" Q (V top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Y"TJI® 360 ,•-s' T-0" T-0" 4'-0" s'-0" 1'-s" 2'-6" T-s" 5'-0" 5'-6" t! with connections equivalent to floor panel joist flange widths. 560 1'-s" 2'-6" 3•-6" F-0" T-0" 2'-0^ T-0" 4'-0" 5'-6" s•-o" 6'-0"length of TJI®joist 8"diameter maximum hole for 117/ - 110 r-0" r-0^ r-6• 2'-0" r-s" 3'-0" 5'-6" r-o" r-6" 2.0" 2•-s" 4'-6" 6-0" V-o• # �-- g 1Ys"TJ®Rim Board 1�"TimberStrand® schedule. reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" r-0• 2'-0• T-0" T-s• V-o" r-0" r-s" 2'-6" T-0" V-0" 5'-6" 6'-6• _ 4'-0"length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9%"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 ,'-o" 1•-6" 2'-0• 2'-6• T-0" T-6" 6'-6" 1•-0" 2'-0• 2'-6" T-s" V-6• 5•-6" 7'-0" 3 „ „ 7 „ one each at top and bottom flange. with one 8d(0.131"x 2Y2') 360 ,'-6'• T-O" T-0• T-6• 4'-6" 5'-0" 7'-0" 1•-s" 2'-6" 3•-6" 4'-6" 6'-6• s'-6" T-6" (1 /4 reinforcement both 16"deep blocking panels; p diameter with 9/ and 11/ TJI® or shorter than 12"long. Attach reinforcement to joist nail at each corner F1 applies to 560 1'-6" 2'-6" T-0• 4'-0" 5'-6• V-0^ 8'-0" 2'-6'• 3•-6" 4'-6" 5'-6" T-0" 7'-6" 8'-0~ 11--11 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9�" joists. Do not cut flanges. I Web stiffeners / 16"deep blocking panels;6'• 110 ,'-o^ ,'-o^ 11-0• 1'-0" ,'-s" 2'-0" 3'-0" 5'-s^ 1•-0'• ,'-o" ,'-s~ z'-0" 3•-s^ a'-o" s•-o" a'-o^ sides at E3 deep or shorter than 12"long. with one Sd(0.131 x 2 ") Horizontal blocking uniformly 210 ,'-o" ,'-0" ,•-o" 1'-6^ T-0" 2'-6" T-6" V-o" 1•-0" 1•-0•' 2'-0'• 2'-0" a'-o" a's" s's" s's• '-- Load frons above required on both diameter maximum for blocking Do not cut flanges. 1Ys"TJ®Rim Board 1Y4" nail at each corner panels between each loaded joists 14" 230 ,'-0" ,'-0" 1'-0^ 1'-6" 2'-s" 2'-6" a•-0" T-0" V-0" ,'-o^ T-0^ T-0" 4'-0" 5'-0" "-0" 9'-0" , sides at E1 W ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 ,'-o" 1'-0" 1•-6• 2'-6" T-6" 4•-0" 5'-s~ s•-o" 1'-0" ,•-6• 2'-6" a'-0" s'-o^ s s~ s'-0" 9'-6• v J 12"long. 10d(0.131"x 3")nails,one 12"length of 34" connections equivalent to Wood R utn 560 ,'-o^ ,'-o^ F-0" 6'-6" s'-0" 1•-6" T-0" 4'-0" 5'-0" 7•-0' 7'-6" 9'-0" 10--0- Y1 0'-0• Y's Do not cut flanges. 1Ys"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer �a+`�e�e� o:Cm) 210 1•-0" 1'-0" ,-0• ,-o" ,'-o" ,-s" 2'-s^ 3'-s" s'-o" ,'-o" 1'-0" 1'-0^ 2'-0" T-0" 3'-6" 6'-s" 8'-0" 11'-0" O TimberStrand® LSL.Nail with one side at E5, 12"length of 3/° iv�`e ec ca����Oaas 16" iso 1-0" ,-0" V-0- 1'-0" 2-6" 2'6" 4-s' 6'6" 9'0' 1'-0" 1-0" ,-6" 3'-0" 5-0" 5'6" 9-0" 10-0" 11-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 ��2 e� �R` each at to and bottom flange.. Full depth vertical reinforcement on one side �t� CEO sso 1'-0^ ,-o" 1'-0^ ,'-o" 2'-s^ 3-0" s'-o^ 7 6" 10-0• 1'-0~ 2'-0~ 3'-0~ a-s" 6'-6• 7'-0" 10'-0• 11•-0. 12'-0" . p g joist web with 3 rows p at E oa ger `ur I blocking between 7,both sides at E8 F1 �e� _ • 10d(0.148"x 3")nails at 6" 9 a•• s" s" T• s^ 10~ 12" u" n• a" s'• E67..., a^ 10•• 1z" 15 " 17^ Attach reinforcement . on-center,clinched.Use 2 each joist 1s" iso r-o" r-0~ r-0• r-o^ 2'-0^ a'-0• 5's^ 10'-0^ r-0" r-s^ s'-o" 10'-0" 1r-0" ,3•-6" 2x4 minimum 0 O O Less than 5" to joist flange with 2' �` rows with 9Y2"and 117/" Less than 5" E7 E8 560 r-o" r-o^ r-0• r-o" 2'-0" a'-s^ T-o^ 1r-0" z-0^ 3'-s" s'-o" 1r-o" 12--0-11147-6^ squash blocks 0" 8d(0.131"x 2%")nails at 6" a�`� TJI®joists. * 20„ 360 r-o" 1'-0" 1'-0• 1'-0" 1'-0" 27-0- 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 4'-6" 6'-0" 11'-6" 14'-0' 15's" 1Ya"TJ®Rim Board or 2 \��d` on-center.When reinforcing E5 E6 Gap • WEB STIFFENER ATTACHMENT 560 ,'-o" 1'-0" 1'-0~ ,'-o" 1'-0" 2-0" a's" s'-o" 11-6" 1'-0" 1-s" 7'-0" 1o's" 13-0 ,a 6" 1s'-0^ CS Use 2x4 minimum squash blocks to 1Y"TimberStrand® LSL. Face grain �a� both sides,stagger nails. Y"minimum transfer load aroundTJl151 joist horizontal E4 , " ® . 2Y4"maximum Table B - Intermediate or Cantilever Support � Nail with 10d(0.131"x 3") Not for use with 3/2 TJI foist flange widths 1" E1 E1 W nails,one each at top and E2 E3 (1Y"for TJI® 1 Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subt/oor TJI®joist blocking with end DEPTH TJI® 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" s�" 7" 8%" 11" 13" blocks installed at Y joist-span Web stiffener both sides. adhesive to all See sizes below. *With point load from above,and no support 110 2'-0" T-s" 3'-6" 4'-6" 7'-6" 1•-6" 2'-6" 3'-6•' 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations usin p PP , .• g contact surfaces g below,install web stiffener tight to to flange yy„ 210 2'-0" 2'-6" 3'-0" 5'-0" 8'-0' 2'-0" 3'-0" 4'-0" 6'-6" 7'-6- Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum/4 overhang two 8d(0.113"x 2%") g p g tie a minimum of 60% Flashing Tight fit (gap at bottom flange) 230 2-6" 3'-0" 4'-0" 5'-6" 8'-6" 2- - T-6" 4•-6" 6•-6" T-6" of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" 6-6" V-s" s'-o" 3•-0• 4'-6•' S'-s' 7'-s" s'-o•' nails when possible. flange with face mount hangers). a� 2)/2" Nailing Requirements 560 3•-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0• 6-6" 6-6" e'-o" E: Clinch nails when possible. Treated 2x_ o\ytieQ stye cal TJI®Joist Series (in.) Stiffener Size b T e Number Nails 110 1•-0^ ,'-o" ,•-6" 2'-s" a'-o^ a'-s" a-s^ 1'-0• ,'s" 2-s' a'-0" 7'-0" T-0" 9'-6^ typical ( ) End Intermediate ledger '�.�1 ��aYP 210 ,'-o" 1'-0" 7-01 3'-0" a,_s• 5'-0" s,_o^ 1'-0" z'-o" 3'-0" a,_s•, 8'4" e'-0. 10,•0• See fastener , 110 All %6"x 25/s.(') 11%- 230 1'-0" 2'-0" 7-6- T-6" F-0• 5'-6" 10'-0" 11-0" 7'6" T-6" V-0^ 8'-6" 9'-0" 10'-6" 1/s"TJ®Rim Board or 1Y4" 360 2'-0" T-0^ V-0• 5'-6" T-0" 7'-6" 1r-0• 2'-0" T-6" 5'-o" r-o" 9•-6" 9'-6" 1r-0" table below.Maintain ® 210 All %a"x 2%s"(' 8d Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All 7/"x 25/6"(') (0.113"x 2%") 3 3 110 ,'-0" 1'-0" 1•-0• ,-o" z'-o" z-6" 1a-6" 8'-6• ,•-0" ,-o� s-0'• z•-6" 15'-0" 16-0" 19'o" 12'-0" IT-0- hanger / edge of ledger to fastener. Option#2: 210 r-0" r-o" r-0• r-o" z'-s" T-0" F-s" 9'-6" r-0" r-0" 2-0" T-6" s'-o~ T-0" 10'-0" 13'-0" 2x_strapping installed at Y3 16d Face mount Backer block joist-span locations using two 2 560 All 2x4'Z' 14" 230 1'-0" 1•-0" ,•-o• T-O" T-s" a'-o" s'-0" 10'-6" 11-0" ,•-o" 2'-6" 4'-0• V-6" 7'-6" 1r-0" 13'-6- both sides of web Allowable Load(lbs 1 „ (0.135"X 3/2") 360 1'-0" 1'-0" 2'-0' 3'-6" 5'-6" 6'-0" 6'-6" 12'-6• 1•-0• 2-0" 4•-0" 5-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger 1y"TJ®Rim Board /z screws per joist,typical 18" 4 4 sso r-0" r-o" r-6• T-6" F-s" s'-6" 9'-6" 13'-6• r-0" 3•-0" 5'-0" T-0" 10'-0" 1r-0" 13'-6" 15'-0" with single TJI®joist Fastener 1Ya"TimberStrand® LSL rim board 16d Option#3: 560D 20 2x41=' S 5 210 r-o" r-o" r-0• r-o" r-o^ r-o" 3'-s" s•-o^ 10•-0~ r-0" r-o" r-o" r-s^ a•-s" 5•-6° 10'-0• 12'-6" 16--0- Web stiffeners required if sides of Yz"lag bolt 610 480 Direct) applied ceiling 22"(3) (0.135"x 3%") 6 11 z3o r-o" r-o" r-0• r-0" r-6" 2•-0" 4'-0" 6'-6" 1r-0" r-0• r-o" r-o" 2'-6" 6-0" F-O" 10'-6" 13-s^ With top mount hangers,backer block required only Y PP 9 16" H 1 hanger do not laterally support at j(2 H3 24"(3) 6 13 3so 1'-0" 1'-0" r-0• 1'-0" 3'-0" 4'-0" F-6" 10.0• 13'-6" 1•-0" 1•-0" 2'-0" 3•-0" O least 3/"of TJI®joist top flange O for downward loads exceeding 250 lbs or for uplift O LA Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout,one Of W sso 1'-0" 1'-0" 1'-0• 1•-0" T-6" T-6" T-0" 11'-0" 1s'-0" 1'-0• conditions.For nailing requirements see page 5,TJ- O O (1)PS1 or PS2 sheathing,face grain vertical 9001 Weyerhaeuser installation Guide for Floor and O the bracing options above is required (2)Construction grade or better 4" 5" 6" 7" 6" 10" 12•• 15•• 17" 4" 5•' 6" 7" 9•' 10•' 12" 15" ,'7" y 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 36o r-o° r-o° r-0" r-s° 3-0" 6-0" s'-o° ,s'-o" r-o" r-s" a-0^ s-s" s-o" ,a-s^ ,s-s" 1s s" Z Roof Framing,TJ-9001. q 1e" sso 1'-0" r-o° r-0" r-o" z'-o" s'-o" 10-0" ,s'-s" r-o" 3'-s" s-o" s'-s" 1r-s" 16'-6^ ,s-o" BEAMDETAILS FASTENING of FLOOR PANELS 360 1'-o" 1•-o" ,'-0^ , 1'-0" 3-0" s'-o•' 11•-0" ,5-s~ 1•-0" 1'-0" ,'-6" a'-o" 7'-0" 12'-s" 1s'-s" 1s-0' 21' Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-o" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0• ,'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-6' 19'6" 20'-6" " ' ` m 0 TJI®(1)(2) Rim Board 1YZ" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. J'JI<-1' Nail Size 110,210, 360 and 's"TJ®Ri 1�' TimberStrand®LSL Microllam® Parallam® gyz"or 9Yz"or 14"or gy'or 14"or 18"or 14"or 18"or • Leave ye"of web(minimum)at to and bottom of hole.DO NOT cut joist flanges. W Ill Z O BEARING FOR DOOR BEAM TO BEAM BEARING AT and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 11%.. 14'• 16•' 113/8- 16" 20" 117 „ 16'• 20" • Tables are based on uniform load tables in current design literature.) g Z Z ti� WW Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL - Q dl Z lK 8d(0.113•'x 2%z"),8d(0.131"x 2Yz') 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%8" 2x8+3/" 2x6+Yz" 2x8+y^ 2x12+Yz" Two Two Two J 0 -1 W 1 a"TJ®Rim Board or Strap per code if top plate (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Q ,^ Z 10d(0.148"x 3"),12d(0.148"x 3y4 ) 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. V Q 1X4"TimberStrand® LSL or Is not continuous over , „ 3 " j P P ) f 0 _ 16d(0.162"x 3Yz") 6" 6" 1b 6 U, 8" 6" Cantilever 2x6 2x10 2x6+/8 2x10+/ 2x6+Y" 2x10+Yz" Not N }- blockingforlateral:>Upport header a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES Headers and Beams Q Z O (1)Stagger nails when using 4"on-center spacing and maintain 13/8"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long V-0"long 4'-0"long 6'-0"long applicable Q T- 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(1) ® Q '"U' ii W ® O p p 9 spacing 9 s , 5 " 3 „ , " , „ , „ 1.55E TimberStrand LSL Headers and Beams Strapper code if t0 blocking is less than s acin shown above,rectangular blocking must be used in lieu of TJI®joists. -1 -�0 plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. (Detail F1 / or/4 / or/ / or 1"Net 2x6 2x8 2x12 (v Q < 3 With 10d 0148"x 1Y" nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the Jam-- 4 over column ( ) ( ) P 9 9 9 9 P � , O � } ��� To mount 3 " r(1)If necessary,increase filler and backer block height for face mount h12 mi and maintain backer gap at top of/joist;see detail W.Filler and backer largest hole(minimum) ^, 0 P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge Is no more than 1/ (to avoid splitting). b(ock dimensions should accomodate required miring withoutsplitting(12 minimum for backerbiocks and 24"minimum for filter b/ocks). 1 Y r(1 Q Q� . � hanger Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 13/"(to avoid splitting). X depth 0 Column ■Recommended nailin is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Face mount g g P g g q g 9d Q hanger wood from direct recommendations listed above. Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor concrete and Roof Framing, TJ-9001. O O L1 L2 L3 See current Weyerhaeuser L4 y ■Nailing rows must be offset at least Y"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL "r� literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ® Joists must be laterally supported at Header or Beam Maxiimum Round ■Maximum nail spacing for TJI joists is 18"on center. cantilever and end bearings by blocking Depth Hole Size (� panels,hangers,or direct attachment to 9y4"-g%z" 3" J� Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. 8. 6" 11Y4"-11 W 3%" Fastener Installation Requirements TJI®joist framing does not O j 14"-16" 4/•' Piece #of Fastener require bridging or mid-span E1 General Notes See Illustration for allowed hole zone Width Plies n) • Allowed hole zone suitable for headers and beams with "q"+" '" blocking P: Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g a" �., ..• ,",7. ( " uniform and/or concentrated loads anywhere along the member. ,. � w"*,. , � �«" i l �x, F 0` • Round holes only f• «_ � � ,16� Isi sides,stagger l halfwaysteners be the second • No holes in headers or beams in lank orientation. .`1•' •"( ! *•e,}•i BEARING AT 10d nails 3" 3 y 12" side so they fall halfway between COLUMN fasteners on the first side. !-.° 2 12d-16d nails 3/a" 2 One side 1 Screws 3%"or 3Y" 2 24" H2 • '� Y ) .>; Other Trus Joist® Headers and Beams 10d nails 3" 3(Z) DO NOT bevel cut joist Al E' f' ,� •il, r°~• r 12d-16d nails 3 Y4" 2 12" Both sides E2 between joists ,l` *, be and inside face of wall. Microllam®LVL B Rim board joint 3 1 DO NOTOverhany seat cuts 1.3E TimberStrand® and Parallam®PSL {'" CW a0..`4A 13/4" 33/8"or 3%" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth •"' ,�^" •" Screws 2 24" Load must be applied evenly across 3. • 5" One side entire beam width.Otherwise,use face ofsupport member. largest hole(minimum) Verify column capacity 10d nails(') 3" 3(2) connections for side-loaded beams. DO NOT cut,notch or drill �"• and beam bearing 12" 7- One side holes in headers or beams p� ` I �• L5 g 12d-16d nails(') 3 Ya" 2(2) (per ply) d except as indicated In [J��'i Vl+..fl E D JUL L 2 C LU23 O length.See current 4 0 0 o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS 6%4' One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist)Beams • 1Y"TJ®Rim Board or 14" Parallame PSL Header or Beam Maximum Round 5"or 6" Both sides maximum width of 7" L3 TimberStrand® LSL. allowed hole zone Depth Hae Size m 2 Screws 6 3/„ 2 24" A2 middle Y3 span 43/8" 1" 0 3/2» One side O Y2"bolts 8" 2 24" - 5Yz" 1%4" 130 (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". 61 L1 d 1.3E TimberStrand®LSL allowed hole zone d 7Y"-20" 2" 13-1 0 COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1INL See illustration for Allowed Hole Zone 5 12- (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 0 �(�� 14 V) � 62 • Allowed hole zone suitable for headers and beams with uniform loads only. O U) Jnr/ • Round holes only 0LL tu BEA No holes in cantilevers. O O COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 No holes in headers or beams in plank orientation. O 3 +-s TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist A"TJ®Rim Scard or (Load bearing wall above) 1Ya"TimberStrand® LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 or B2 at 0 0 -� nail into each flange floor panel edge is supported O B4 intermediate bearings WARNING m o Z One l e (0.113"x rive and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally O OC U_ nail each side.Drive Do not cut joist flanges. Bracing Includes: Plumbing Drop from above • Blocking • Sheathing • Strut Lines 0 Z Q O nails at an angle at braced/shear wall 0tu P1 least 1Xz"from end. End of joists . :: at centerline • Hangers • Rim Board • O - Rim Joist O w O 3Y"minimum L2 COLUMN BASE 3 „ intermediate bearing Also see detail B2 of support J JU W p-' Z 1/ minimum end bearing 9 �' '� _ single-family applications 5%"may be requiredrZ la for maximum H1 �Z - _ Q Z U-I Shear transfer:Connections equivalent capacity O o p-J F- to floor panel nailing schedule . tq Rim to TJI®Joist o ° . DO NOT walk on joists DO NOT walk on joists DO NOT stack building 0 OL until braced. that are lying flat, materials on unsheathed O Z !' s '. f~'�'`'+ 1�"TJ®Rim Board, TJI®560 rim joist:Toe o Y g :•a.:::;,.• Additional joist is required if 0 ' '•••• 1Ya"TimberStrand® LSL or nail with 10d(0.128"x3") O . • � 0 INJURY MAY RESULT. joists.Stack only over floor panel edge is unsupported L4 1�LI O TJI®110 rim joist: nails,one each side of :•% : ". : WARNING NOTES: beams or walls. J j or if span rating is exceeded. Exterior Deck J 5 P2 One 10d(0.131"x 3")nail TJ Is joist flange TJI0560 ° o LA DO NOTuse sawn Lack of proper bracing during construction can result in serious O Attachment 1J into each flange floorjoist '' ` . ••: r. . Structural /umberforrim accidents.Observe the following guidelines: TJI®210,230,and 360 rim . o board or blocking, ®. U- 0 O 0 INSTALLATION TIPS •:•• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. �- ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be �- One 16d 0.135"x 3 " nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the ba O COLUMN BASE ( Yz) P Y P rY P ( 9) 1 Y. 1%"minimum bearing into each flange may not be required. o Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each tfI Top View O joist.Without this bracing, g y highly p g Locate rim board joint between joists. Safety bracing(1x4 engineered/umber. 1 g,bucklin sideways or rollover is hi hl probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1X8"TJ for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. .�:.:::.-,• . . ®Rim Board or 1Ya" q 9 p pp Y 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: JULY 2025 •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 vt�.com/inform/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of site of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1%"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. = I I c1c, APPROVED AS NOTED DATE: a-L- 8B•P# 50105 COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES FEE30'7 I pp B�; AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT \ wmzm 631-765-1802 8AM TO 4PM FOR THE SIMM YMRA INGBOAM FOLLOWING INSPECTIONS: �q�I�3AB DV MTRUSM FOUNDATION-TWO REQUIRED It;?$`�.,.?�.�M.Y FOR POURED CONCRETE jDM ROUGH-FRAMING&PLUMBING _7-734555 0555 8p 7-2-1-23 INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR CA` ALL CONSTRUCTION SHALL MEET THE DO NOT;PROCEED WITH REQUIREMENTS OF THE CODES OF NEW FRAMING UNTIL,SURVEY YORK STATE. NOT RESPONSIBLE FOR OF FOUNDATION LOCATION DESIGN OR CONSTRUCTION ERRORS HAS BEEN APPROVED. ELECTRICAL INSPECTION REQUIRED Fire separation required as per NYS Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY Must provide Manuals SOLDER USED IN WATER D,J and S as per SUPPLY SYSTEM CANNOT NYS Energy Code EXCEED 2110 OF 1% LEAD. PLUMBING TRUSS PLACARDING REQUIRED ALL,PLUMMNG WASTE &WATER LINES NEED TESTING BEFORE COVERING Blower door and ductwork RETAIN STORM WATER RUNOFF testing required. PURSUANT TO CHAPTER 236 OF THE TOWN CODE ' ' THE I - OASIS ' ' TONN COMMENTS Z 0 A QUALITY NEVI HOME MODEL 5Y � MODERN A0E HOME BU I Lr�)ERS, LLC 0 U_ lu Z m O Li JI � N — Q N � T_ } lu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LLILILU 11 U 11 11[111 1.1 if LU O o1 Wil I I I WIL, -- V N FINISHED SECOND FLOOR W L___11 U P �0 i O 0 I ' Z V FINISHED FIRST FLOOR - - - - - - - - - - - - luto lu- - O FINISHED GRADE N a r° �J Z Z d-t �zV m — JIT' OJw d— z I I I I I I NOTES INDEXED TO THE D !� 0 r 0 I L — - - - — �1-- - - - - _ — — — -- —1- - - - - - - - - - - - - - - - - - - - - - - - - - - - L — 2020 ENERGY GONSERVATION GONSTRUGTION Z Oz z I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - -L - - - - - - - - - - - - - L - -I— L-- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � k; GODS OF NEW YORK STATE > i dl ® O OWR1015 COMPLIANCE: This building was designed and shall be +"- J m a constructed to meet the 2020 ECGCNY5. Both REScheck N.S. O p X < Department of Energ and REM/Rate (Moresco) computer N O Q 0 software was utllitzedto demonstrate compliance. All z (� mandatory provisions of the 2020 E00CNY5 - Residential ' Provisions are In force. FRONT ELEVATION R10522 WRITTEN STATEMENT: To the best of my knowledge, SCALE: 1/4" = 1 ft belief and professional judgement,these plans :comply with the Energy Code. Furthermore,as a RE5NET certified rater (ID. No. 261430, 1 certify that these plans comply Huith the Home LOO AREA T �� Energy Rating System (HERS) program. A signed certification f-� of compliance with the HERS program (HERD) Will be submitted of the constructed building to demonstrate compllane. FIRST FLOOR 1,702 sf R301.1 CLIMATE ZONE: 4A SECOND FLOOR 1,1741 sf Suffolk,NY �F ��, fao 41.41'•0:" �-'',;a r'"`9 6ARA&E 586 sf R4012 COMPLIANCE: This project complies with 2) Section R405 :' ` ^ "";•' '" L GRAWLSPAGE 0132 sf - Simulated Performance Alternative,and the provisions of Z Sections R401 through R404 labeled "Mandato — — I PORCH 175 sf g '"y' , z — I F` s� LIVABLE FLOOR AREA 2,881 9f Manda requirements: p v r f � ( R�.4.IGETHERMAL ENVELOPE.Builder Toost perbetested dECodeverifled to 3 4 AGHHERS rater. See Table R402.4.1.1 lin plans. 2 o I �� I GROSS FLOOR AREA (GFA) 3,5641 sf R402.4FIREPLACES: Facto built with UL 121 oors. --_-__-- _--_--_- (INCLUDES ATTACHED 6ARAOE AND R402.43 FENESTRATION: See window/door schedule L - I - L DOUBLE F.A. FOR SPACES >15 ft) R402.4.4 FUEL-BURNING APPLIANCES: All room heatin and r Q Q I hot water heating appliances to be direct vent with �G NR JUL 2 J 2023 oIntake------------------------------_m _ ______ __ __ �- _____ o� CONDITIONED FLOOR AREA 4,615 sf Int and exhaust pipes Installed continuous to the -u� outside. 0- _ -- (INCLUDES CRANI-SPACE) R402.45 RECESSED LIGHTING: IG-rated and Ilobeled as Fr id WTf 111 having an air leakage rate of not greater than 2.0 cfm AVERAGE E EVATION OF THE INFILTRATION VOLUME 40,670 cf per code. p - - - - - Q� ' EXISTING NA RAL GRADE R4025 MAX. U-FACTOR d SHC-GG: See window schedule. m ' ------- -- ----- (INCLUDES ATTIC 8 GRAWLSPAGE) - - - - - - - --- - - ADJACENT V STRUCTURE _ "1.8' R403.1 CONTROLS: See plans for thermostat Information. O 1I1 R403.32 DUCT SEALING: All duct joints shall be, O 0 mechanically fastened and sealed with duct mastic sealant. Apply mastic to duct seams. r WEIGHTED AVERAGE }�� �/ I^� /�G R40333 DUCT TE5TIN6: A duct air-leakage test Is not O ELEVATION OF THE EXISTING INDEX TO � Y `L I NV J required under exceptions I and 2. p R40335 BUILDING CAVITIES: Framing cavities shall not be 60 N � NATURAL GRADE GENERATED used as ducts or plenums. OtLiL -BY THE ENTIRE LOT = -1.0' DRAWING No. R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate m O l m COVER 4 ELEVATION A-I mechanical system piping carrying hot water to on p ELEVATIONS A-2 R-value of not less than R-3. FOOTING PLAN A-5 R4035.1 HEATED SERVICE HOT HATER(51-14 CIRCULATION SYSTEM: Not In project. O i�Y Ml L VAI - FRONTELEVATION FOUNDATION PLAN A-4 R403b MECHANICAL VENTILATION- ERV continuous — m ~ 0.'i n FIRST FLOOR PLAN A-5 ventilation system specified in the plans exceeds the O E- p �Q SCALE: I/I6" = I ft 2nd FLOOR PLAN A-6 minimum efficacy of 12 cfm/watt. I IL WALL BRACING PLAN A-7 R403.1 HVAG EQUIPMENT, Sized In accordance with AGGA o o III Manual J and Manual 5. O O ROOF PLAN A-8 0 z - 0 R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable O tu SECTIONS 4 DETAILS A-a R405A 5NOW MELT: Not In project. - IU Q Q Z NOTES A-10 R403.10 POOLS AN SPAS: Not In project. 'I , W 0. R403.11 PORTABLE SPAS: Not In project. TJI-DETAILS A-11 LU R404 L16HTIN6: Builder to Install h gh-efficiency lamps In at � t 0. V _ L I least cIO% of permanently Installed fixtures. 1 _ Q z � X zl ZI f a R405 SIMULATED PERFORMANCE ALTERNATIVE. This method was X QyP ! ( used to show compliance with the Energy Code. REM/Rote Q `�. L L software was used to model the building performace - see H z0 OL OI t> I 2020 IECC Energy Cost Compliance report provided with 0. - _ performPermit anpcle based oon otional stands dts-see RECcha king Compliance Certificate and Inspection Checklist provided with ILI Q I s _0 O I Permit Application. l(� Q m .0 IL O o_ - - - - - I - - - - - - - - - �, � I 1� O AVERAGE ELEVATION OF THE m p ���� o❑oo EXISTING NATURAL GRADE - - - a_o o[J o 0 0[� - - - ADJACENT TO STRUCTURE _ -I& _ opo p_ Doom - WEIGHTED AVERAGE DATE: JULY 2023 ELEVATION OF THE EXISTING NATURAL 6RADE GENERATED BY THE ENTIRE LOT = -1.0' COVER 4 � - ELEVATIONS F'(RAM I I ) LAVq — SCE ELEVATION DRAWING NUMBER SCALE: 1/16" = I ft i In O F- N HIM Rz V Hill III III III IIII 111 11111 tL 111 11 Li O w Z ° �' O m � o n - - - - N 1111 11 Iii 11141 Pj 1 4 1 1 1 1 11111441 411 1 4A - - - - - - D n Lu Lu 111 LillQ till'Il 4d& I I Will III Hill Hil 11- 11 11 1 1 1 11 1 IIH I IIIIIIII I Iiiiiiiiii III lill IIII 4 v 11 1111 H 1111 11 1111 11 1111 H 111111 111111 111111 WITH IIITII IITfl IIITII-Illvl-lll-fT—Iljl-]Tl—l-r 11 11 N� !�— V m Lu Z Z Q� 4ztu zw --tts' O-t tU REAR ELEVATION o Iv }- N � LoOz SCALE. 1/4 - 1 ft p� Z O )--z dJ Z OLO � > <y O III III Hill Hill 12 12 00 Q Z J".e�•�.tr�kn aha°H6.,a)l,,F ^flew I t I V- i a ar DEE.IVERED JUL 2 9 2023 m O v � o� � 0 Q _ m 12 12 4 12IL 8 O In N m +s- - - - - - - - - - - - - — - - - - - - - - - - - - — — - - - - - - — - - - - - - - - - - - - - - - - - - - - 12 - - - - ° O m —�4 � z m o ca z N o ° () � to �d Q --- - W � � z � ® ® EE ® ® LI - — Z D- wv Z < <El l El- 0 1:1 El El- < it -J EI-E] it 0-0 0z P4 OL El 0 El ED - - - - - - - - - - - - - - - - - 3 LL O o � � o to DATE: JULY 2023 51DE ELEVATION 51DE ELEVATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR 8 SIDE ELEVATIONS DRAWING NUMBER Z O rr- FOOTINO NOTES I. ALL FOUNDATION HALL AND PIER STRIP FOOTINGS ARE 10" DEEP REINFORCED N CONCRETE. Z CONCRETE MINIMUM f'r, = 3,500 psi AT 28 DAYS STEEL F9 =60 ksi V 2. TRANSVERSE BARS SHALL BE #5 REBAR AT MAXIMUM 15" ON-CENTER. IL 3. LONGITUDINAL BARS SHALL BE #5 REBAR. q FOOTIN05 3 ft HIDE SHALL HAVE (3) LONGITUDINAL BARS. Wj FOOTINGS 4 ft HIDE SHALL HAVE (4) LONGITUDINAL BARS. FOOTIN05 5 ft HIDE SHALL HAVE (5) LONGITUDINAL BARS. O N LAP 5PLICE LENGTH = 24" MINIMUM. Z m 4. PROVIDE 3" BAR COVER FROM BOTTOM OF FOOTING, 2" BAR COVER AT SIDES 0 OF FOOTING. 5. TOTAL AREA OF STRIP FOOTINGS = 1,300 sf 6. STRIP FOOTINGS ARE AN ENGINEERED DESIGN FOR USE ON SOILS WITH LOH LOAD-BEARING VALUE. A PRESUMPTIVE LOAD-BEARING VALUE OF 1,000 psf HAS USED FOR DESIGN. y — 21'-b" 4'-0" 5'-O" 45'-10" O O F - -- - - - -1 IL P.C. FTG �- - -� I- - -I F 7 i - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - -� a - � I T- - - - - - ry r — _ - - - - -- - - - - - - - - - - - - - -� N I o - - - - - � - OL m w Lum z } Z Z J � W ro - Lu z ow a- Lu > Q ® O I - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -I I o � < � I I � I�i �r:'c'�r�c�l��c a!!-•I-� I O � Oa I (� I I I 3'-0" IS'-6" 4'-0" 48'-4" r «ems •. I,_8, 1,_a S_O S'-4" - I N I- - - - - - -� N I-- - - - -- - - - - - - � N I I p l. — SVERED jUL 2 9 2,023 - - -- -- - - - - - - - `� - - - - - —N - - -- - - - - - - - - - - - - - - - - - - - - �- N I I - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- J I L I 7 f 7 mo Qm Q L _ J - L J �—_ - - - - - - - - - - - - - - - - - -" — - - - - - - - - -I (s) P.G. FTG I- -- - - - - - - - - - - 0 1L qtu O O O W ISL 0 LulQ�- Q 25-6 4'-0" 16-4" 6'-8 25'-4" 2 (Y-z a lu Z dQ < �- z PI NL l o Oo FOOTI NO PLAN SCALE: 1/4" = 1 ft DATE: JULY 2023 FOOTING PLAN DRAWING NUMBER A == 5 m 2x8 [UG3B] P.T. LEDGER 235# ASPHALT 5HINGLES;MIN. (4)-FASTENER5 PER z 1/2"(P x 4" GALV. LAG SGREW5 AT 16" O.G. STAGGERED STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Z (8507.2] [ReT05.2.61 H O No. 15 ASPHALT FELT UNDERLAYMENT(RGO5.1.1] - TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 i- SELF-ADHERING POLYMER-MODIFIED 31'-O" 42-6 2_O BITUMEN ICE SHIELD BARRIER [RgO5.1.2] z v 24" INSIDE EXTERIOR HALL LINE FOR 2:12 TO < 8:12 SLOPES 24--b"24--b" 6'-4" 10'-O" 14'-O" 0,-6 1 I 1 36" INSIDE EXTERIOR HALL LINE FOR > 8:12 SLOPES V/ I/2" STRUCTURAL PANEL SHEATHING [8803.2] � 1L DECK LATERAL CONNECTION (R507.q.2] R-3q GLO5ED-GELL SPRAY FOAM (SPF) INSULATION Q A 51MP50N DTT2 W F- A-q - - - - - - - - - INSTALL IAN MANUFACTURER'S SPECIFICATIONS O (TYPIGAL-2) > SOLID WOOD BLOCKING z , O-�(2)-2x8 P.T. GDR �LI O L8" (V VI o CEILING J015T 0 N X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - �- DECK - - - - - - - - - - - - 'yam I � I DRIP EDGE [Rg05.2.8.5] 1� � - - - - - -1 A ABOVE - -J # I I/2" GYPSUM WI x8 HOOD FASCIA ALLBOARD SOFFIT VENT I DOUBLE VINYL SIDING. ATTACH THROUGH RIGID f- - - LA I MINIMUM 24" LAP SPLIC•ELENTH [F;,1602.5.21 INSULATION TO WOOD FRAMING PER BILCo SIZ DOOR I i AREAS ANDMANUFACTURTO RE51RS 5T A MINIMUM INSTRUCTIONS 28Hpsf-WIND O � - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - � I - SUCTION LOAD (EXPOSUREB) OR40psf - - - - (EXPOSURE G). J L- - - - J I CUSTOM INSULATED AND I I AIR-SEALED DOOR PANEL LPG GAS CONDENSING BOILER - DHH NOTE: NAVIEN NPE-24052-LP _ _ _ GLA55 IV DIRECT VENT, ZERO CLEARANCE HOLDDOWNS ARE - - - -- - - - - - - - - - - - - - - - - - - - INSTALL IAW MANUFACTURER'S INSTRUCTIONS NOT REQUIRED FOR HEATING GAP: 13,300 - Igq,g00 Btuh;AFUE = g6.0TH15 PROJECT. I PLASTIC HOUSEWRAP INSTALLED UNDER FOAM INSULATION. INSTALL AND TAPE ALL I ]MS PER - 2x4 WALL STUDS " O.G. MANUFAGTURER'S INSTRUCTIONS [Rf03.2 HVAG EQUIPMENT IN GRAWLSPAGE R-15 UNPAGED FIBERGLASS BATT INSULATIONPROPANE FURNACE: LENNOX MLIg6UHO45XE36B GLASS IV - - - - - - - - - - R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) I- - - - - - DIRECT VENTED TO OUTSIDE;AHRI 204454167 Q 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO HEATING GAP: 43,000 Btuh;AFUE = qbb Z_O r GAP-HEAD NAILS WITH A MINIMUM 3j4" O I I I6"PEO.NETRATION; F ILD.SPACED 12" O.G. PERIMETER AND DOUBLE FLOOR JOISTS UNDER INDOOR COIL: LENNOX GHX35-24B+TDR R-13 2 CLOSED-GELL SPF INSULATION I HATER HEATER CL05ET OUTDOOR UNIT: LENNOX MLI4XCI5024-23OA;AHRI 204503265 m w I (ALSO AT RIM JOIST IN SECOND Uj COOLING GAP: 24,000 Btuh;SEER = 16.00 z I I/2" 5TRUGTURAL PANEL SHEATHING INSTALL IAW MANUFACTURER'5 SPECIFIGATIONS I I FLOOR PLATFORM - NOT SHOWN) (� z z J 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE z I 24" x 24" GMU PIER ON REINFORCED CONCRETE STRIP FOOTING GRAWL SPACE IT 2x BAN J015T O 11 (TYPICAL-7) 2" P.G. RAT SLAB I I b - 2x6 PRESERVATIVE TREATED SILL [UG2] ILI - i R q W I WATER HEATER (ABOVE FLOOR) I I-6 L _ W 1/2" GYPSUM ALLBOARD cV Q'O I I I I I I FLOOR J0I5T5 COPPER TERMITE SHIELD iv Ip I OVER 51LLSEAL L- L- - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - J m I �4 I 1 (2)-1.75x14 LVL GDR EXTEND SIDING TO WITHIN 12" OF FINAL (ENGINEERED DE510N) I - WOOD SILL PLATE TO FOUNDATION ANGHORAGE [R403.1.6] GRADE FOR H15TORIG DISTRICTS 1 I MINIMUM Y2" d1a. ANCHOR BOLTS SPACED NOT GREATER __ _ _ __ _ _- L_ THAN 6 FEET ON-CENTER EMBEDDED NOT LESS THAN 7" UNEXGAVATED INTO CONCRETE OR GROUTED CELLS OF CONCRETE I CL I FINISHED GRADE BEAM POCKET " N = 1 (i- 2)-2) 12" x 12" AIR I MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE TRANSFER GRILL I 6'-4" 6'-6" 6'-6" 6'-6" b'-6" 6'-6" b'-b" b'-4" I MIDDLE THIRD OF THE HIDTH OF THE PLATE. A NUT AND z WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. - lIY IN FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - I f THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATFORM I ® r I PLATE SECTION HITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN BOLT DIAMETERS 11 ' (�� m W V Cy z I I r I I 24 INCHES TOTAL LENGTH OR SHORTER SHALL HAVE NOT LH V I Ui Z (3.5") FROM EACH END OF THE PLATE SECTION. WALLS I w I I I FEVER THAN ONE ANCHOR BOLT LOCATED IN THE CENTER } Z Q 1W Z a 8" POURED CONCRETE FOUNDATION STEM I THIRD OF THE PLATE SECTION AND SHALL BE ATTACHED APPROVED DAMP-PROOFING BELCH GRADE [R406.1] (� -1 W O-1 W I TO ADJACENT HALL PANELS AT CORNERS AS SHOWN IN - z O� I HALL UPON REINFORCED CONCRETE I I ITEM g OF TABLE R602.30). Q d r O a I STRIP FOOTING (SEE FOOTING PLAN) o N pp, 2" RAT SLAB OVER 6mil POLY < (L t ®W I lu aQ I I I I < ° I o �` d� mOa � Q L- - -. -- - - - - - -] I - I O � I I 2" THICK GLO5ED-GELL SPRAY � O � �� 0<x POLYURETHANE FOAM (SPF) WITH (1 N 13 Q d z I APPROVED INTUMESCENT COATING v z Q I [- -- - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - J I �2 z I I < P,G. FOUNDATION WALL WITH UNBALANCED BACKFILL DECK 2x8 [UG3B] P.T. LEDGER I _� = LE55 THAN OR EQUAL TO 8 ft: GONTINUOUS _ ABOVE I I 1/2"4) x 4" GALV. LAG SGREW5 I I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR REINFORCED CONCRETE FOOTING [ - - - - -_ - - - - - - -- - - - - - - - - - - - - - - - - - - - -L __ -- -� I u I I AT 16" O.G. 5TA66ERED [R50Tg1 i I WITHIN 12 INCHES OF THE TOP OF HALL STORY AND (SEE FOOTING PLAN) Q ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL x I - - - J I STORY;OTHERWISE,SEE PLANS [TABLE R404.1.2(U] ``,g", " ,."""sr p„•;"•, rad _ dJ (2)-2x10 P.T. GDR - - - - - - - - - - - �-__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - J TYFIGAL NALL. SECTION ••��¢�' a9 �. �. .. ��� I- - - - - - - - - - - - - - J SCALE: NT5 •:';': t f�,....�' • XA DEL VERED JUL 2 5 2023 A-q 22'-10" T-2" 13'-O" 10'-O" 22'-0" m 75'-0" _J 4"x4" [UG4B] PRESERVATIVE TREATED POST HITH GALV. METAL POST BASE ANCHOR ON 60 V 12"� P.G. COLUMN HITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTIN(5 WITH (2)-#4 REBAR EACH HAY,REBAR 4" ABOVE BOTTOM 1L MAXIMUM SUPPORTED LOAD AT T DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) 6 O Q (ENGINEERED DESIGN) FOUNDATION PLAN, r SCALE: 1/4 - 1 ft m 0 z N to d Cow ° tu Q o STRUCTURAL DESIGN NOTE', LU v IOU uA'[ In accordance with the 2020 RGNY5; structural <Z v NINDOW AND DOOR SCHEDULE elements such as engineered wood, ,steel and J steel/wood composite columns, beams, headers and p < ei No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: zOI WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS O zn _ A PELLA 250 SERIES 3-0/5-0 E1 31 1/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design p Q D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNl(5 � O O O E PELLA 250 SERIES 2.0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON a F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with m ANSI/AWG NDS-2018 with 2018 suplp lement. G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) StrUGtUrai elements such as walls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON 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: JULY 2023 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'1 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 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNY5 TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION were designed in accordance with ASCE 7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the plans, they are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3A - 4 annotated "ENGINEERED DE51c5N." Z O t-- 'l N 42'-6" a 2 O LL.� Q CLOSED-CELL SPF MAJESTIC QUARTZ 32 DIRECT VENT GAS FIREPLACE. Z INSULATE d AIR-SEAL ALL Z ! A WALLS, CEILING AND FLOOR OF to BOARD OARD THE CHASE. IN51DE WALL ' CONTINUOUS BEAD OF A-a WOOD STEPS WW SURFACES SHALL BE F- (�`I 5HEETROCKED AND TAPED, Q SEALANT 14'1 WALL SHIELD AND CEILING GYPSUM BOARD ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] - DECK FIRESTOPS SHALL BE CAULKED "' INSTALL 2 (P VERTICAL SCHEDULE 80 PVC CONDUIT � 5/4x6 DECKING MINIMUM CONTINUOUS EXPOSURE - N THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGSRATING. COAXIAL VENT HAS OR GAPS AT EACH TERMINUS [E5&02.3.21. OUTSIDE COMBUSTION AIR } O p (2)-1.75 x 14 LVL HDR I3' ± LONG O WALL LINE ABOVE INTAKE. O ?' CONTINUOUS BEAD OF G�I O O O D SEALANT 4040 O 1 --1 CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW r050 q UNIT PERIMETER i I I 1 I 13°b1O SL 6°610 SLDR 3°6�O SL / NOTE: 2xb STUDFIM- �____i (2)-1.75 x 11.875 LVL HDRWALL IN ROOF BILSZDOORIDW Ii I 4----__ ___________ _________4, I J_____L__--- _L__ J � WINDOW UNIT OVERHANG AREA � _ I j it 11 I w , — I I I I WALL LINE ABOVE IL II NOTE: q'-O" CEILING HEIGHT II r------------------� ---------------- I I KITGHEN - II Zv I p THROUGHOUT FIRST STORY II I I I N PLATE Ht. 8'-5' A5F PLATE Ht. q'-I" ASF I i (EXCEPT FOYER) I I CONTINUOUS MINIMAL Q EXPANDING FOAM AT WINDOW m - I I a. UNIT PERIMETER i -- I_ J ---J I�-------J -____-- ® T- - 23'-4 1/2" = l'-O 1/2" r I p W i----i ( 7 11 3 I/2" SANDWIGH FJ BETWEEN (4) RR I Q m ly 41; i O I I Ip N o FAMILY ROOM O i � �r USE (5)-3/4" x 10 THROUGH BOLTS I > -- cV I I z I I I J Q Q I I CONTINUOUS BEAD OF 1 = � m 0 I I LU � p ua W AT CONNECTION I d� I I IL u- u II SEALANT ---------------I �t I f I �' x =I �_ I 4'-3" I O i I LU 6 PLYWOOD SHEATHING UNDER I� �I I _ I__. I j, I6 z PLYWOOD SHEATHING UNDER qI QIj - GYPSUM BOARD FOR WSP lu I I I 1 =� O 1 IL------------ I GYPSUM BOARD FOR WSP GYPSUM BOARD I BRACED WALL LINE 1 I I I I _ w BRACED WALL LINE I d �___ ry F I I I Pro I TECHNOLOGIES C) 1j = °( ; GARAGE I r-3 v2° d i GL CONTINUOUS BEAD OF MODEL T705 SMOKE G.O. N c4 I I 5' P.G. SLAB x I I I/ ADHESIVE �' NI OL I PITCHED TO DOOR 3 II I ---- ' 1 PROGRAMMABLE THERMOSTAT DETECTOR (NP) I 00 CONTINUOUS BEAD OF I - �' SEALANT m I i WALL LINE ABOVE—i 287° ° iv F C� Cj 25 cfm CONT. SELF-GLOSING 20-min 1 O 287 TO ERV I 7" x7" PSL COLUMN s I 1 1 1.75 x 16 LVL = �i� .. ._ ._ - I F.R. DOOR [R302.5.Q II -� [MI505.4] � N GL LN 287° r, - i- 2" GL05ED-GELL SPF - I FLUSH HDR m 4x4 � 1 N 6'-0" 2'-I" 4'-8" ' I I dJ _____________ x _ _ . dp (2)-1.75 x 16 LVL FLUSH HDR ---__ - - _ __ _ _ __ _ __ POST I I � x4 in (ENGINEERED DESIGN) m O _(3)-1.�5 x 16 LVHDR__ __ __ PTY - r •� � � 44x4 cv 4x4 � � I I � - (ENGINEERED DESIGN) c4 I 3'-I" ` '1 , 12" x 12" AIR _� I POST P05T I �\ ,, 161° �J POST BATH i i O �. 1'-I1-,1 (nom 1'O W � _ x _______________� TRANSFER GRILL j li PLY+-400D SHEATHING UNDER-L- ° cw j I�o r'_ iJ-1 V m z Z CONTINUOUS BEAD OF I IN FLOOR G-�P5UM BOARD FOR H5(' (2)-261 - I I Z l-K- SEALANT I INTERIOR GARAGE WALLS: II ` BRACED WALL INE - m o I 20 cfm CONT. -1 d 1X (1� �1/ I I - I t iv 247 I TO ERV — J is O W i-� 1 1� V' I GYPSUM BOARD i R-15 BATT INSULATION i - 6 _j^ \`� , L_1_ [M 1505.41 Q ,- d d) Z YD GYPSUM BOARD i cv 287° _ p z }I I -FOYERcV = N i { Q I I GARAGE CEILING. - I `� N `�II OP N To ABOVE \ I 0 �i IL I I�' Z t- O I j 11. - Y2" GYPSUM BOARD m 2- I/ u1 - , �i F N Q `u >n� O[W N I OL I [TABLE R302.67 I 247° - d p u)II �� �� MASTER BR SUITE 1 N I Q CONTINUOUS BEAD OF dJ y I ,I v DINING ROOM Q �_ , `� o I E l� — m W-Q SEALANT I I m li �� �� O - -- -- � O 0- O } < PLYWOOD SHEATHING UNDER I O ua Q I o 3 I/2" 12'-5" w II ,� 10'-3 I/2" `� f(� N <4 II CONTINUOUS MINIMAL I GYPSUM BOARD FOR HSP I _ ~ p - v ' Z n (� + EXPANDING FOAM AT WINDOW I I v BRACED WALL LINE I zT1111/ ,� O �` = d Q Q J UNIT PERIMETER I ; PDR PLYWOOD SHEATHING UNDER � K � � uGYPSUM BOARD FOR WSP m ` r_ O u`YJ WALL LINE I HEAT DETECTOR -4° BRAGED WALL LINE m z ABOVE-/ SHOWER m z -- ----j WINDOW UNIT (OR ------ O N F 3o-T°/(2)-1°7° SL l� _ HEATHER-PROOF DOOR) O 22'_1" - T1'PIGAL BEARING I uzl d LEC. PANEL m HALL (SHADED) N � Q '') N m ------------------------- J ------------------------=--------- 4 WALL LINE ABOVE m N O3050 O 3050 -! - (2)-1.75 x 11.875 LVL HDRCONTINU --- di EXPAND�G FOAM AT WINDOW 20 cfm CONT. OD ° PORCH 2Ll ,�0 _ ��•' q� 5/4x6 DECKING W.I.G. +e�p4s«jefr ~'•{"~ Y UNIT PERIMETER TO ERV r [MI505.4] 3 I/2" 31/2" PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR 6'-8 I/2" FUTURE SOLAR ELECTRIC INSTALLATION [TI03A] -P x 7" FINI5HED COLUMN eY 6x6 P.T. POST l PLATE Ht. b'-5" ASF PLATE Ht. q'-I" ASF bxb P.T. (2)-1.75 x 11.875 LVL HDR CONTINUOUS BEAD OF " SEALANT _(2)-2x12 P.T. HDR __ _ —__ __ __ __ WOOD STEPS ► 1' <' 2 9 2023 GYPSUM BOARD CONTINUOUS BEAD OF 6'-4" 10'-0" 6'-4" b'-6" 6-6.. ` ADHESIVE - CONTINUOUS BEAD OF SEALANT 22-8" 7'-4" 13'-O" 10'-O" 22'-0" f() - - -75'-0" 2" CLOSED-GELL SPF 5 2 o � r iX A o° � � Q "4 CONTINUOUS SILL SEALER - v \` I FULL HIDTH OF SILL HCa z FOUNDATION WALL O lu LU IL CONCRETE SLAB Q O W O FIRST FLOOR PLAN, � � � z STRUCTURAL DESIGN NOTE W ----- - -- SCALE 1/4" = 1 f t In accordance with the 2020 RCII structural Q Q ru1� U elements such as engineered wood, steel and �-J v n steel/wood composite columns, beams, headers and p ' % girders that: z cv ��,%j�r;:r ? "j '�: /`�/// /i `��� loads, and V o a. I) resist gravity J t 2) are not contained in the prescriptive design O Q W NOTE: IT 15 THE INTENT TO PROVIDE FORA provisions of the 2020 RGNY'S IL O CONTINUOUS AIR BARRIER ALIGNED HITH THE THERMAL ENVELOPE. THIS DETAIL SHOWS were designed in accordance (With O TYPICAL METHODS OF AIR-SEALING USING ANSI/AWG NDS-2018 with 2018 supplement. m VARIOUS BUILDING ELEMENTS, APPROVED Structural elements such as walls and fenestration ADHESIVES AND SEALANTS. FRAMING CONFIGURATIONS NOT SHOWN, SUCH AS that: CANTILEVERS AND STAIRWELLS,SHALL BE SEALED IN A 51MILAR MANNER TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED WITH THE DATE: JULY 2023 I) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptilve design FIRST FLOOR OL provisions of the 2020 RCN'-rS PLAN I SL I I Ott=/ L/ -T- I L� were designed in accordance with ASCE '7-I6 wind SCALE: 3/4 = I ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the planes, they are A _ annotated "ENGINEERED DESIGN." 1 lJ.l A A-q Z O V 4W-10" z 18'-O" 12'-8" 3'-O" 7'-4" 3'-4" 5'-6" O 3'-q 3/4" 14'-2 1/4" A. ------------ LU I I ZQ I I DL I I m Z O IN Q I I I r--------------------------i--------------------------------------- ----- --------- --------- ---------------- ---� # WALL LINE BELOW O i V 6452 HAZARD GLA INC [R308.4] I O I O I I I O � I 'I �p E 2xb GJ AT 16" o.c. 404 p G x 1Z IL OI WWI zl LU (2)-1.75 x 11.875 LVL FL HDR__ -1 M BATH --- (y 4 4 PIG 1 -- -------------- I -7 I/2" (ENGINEERED DESIGN) m e _O" G Ht I I DOUBLE WALL STUDS 3 i/2" 3 I/1 ry BEDROOM 4 - 2x8 PLATFORM - I W.I.G. 8'-O" G Ht m I oO I I - I Q 20 cfm CONT. z in 1 m BATH I I Q To ERV (F) Y I I I 1 [M1505.41 I WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] i- -1 1= v, LENNOX HEALTHY CLIMATE ERV5-1-75-TPD ENERGY REGOVERY VENTILATOR nilI J I[)D I cI �x j m INSTALL ERY UNIT IN GONDITIONED ATTIC. 24-101Z I i- N 5-10 VENTILATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE /A.G. SYSTEM. I - 771 4'-O" - 1- ____ 20 cfm CONT. 4'-2 I/2" H I _ I l I - TO ERV Q Pro I TEGHNOLOGIE5 I - MODEL T705 I - [MI505.4] cv N I ! HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON GONTROL I I z I - - PROGRAMMABLE I 0 m 1 IL I I z p I m m O THERM05TAT I 281 --------- INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY WALL. Q m l I m N I cv I SHOWER i STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE (V ---r-- -------- 2470 L287° _-- I CONNECTED TO HEALTHY CLIMATE HEATHERHOOD KIT MODEL C15P07 I _ LIN J 36" GUARD[R312.1] _ _ ?� to — — —I n-70 ® r _ s C� 2e'70 � SLOPED CEILING �� I FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY 1 a A.G. gE7 1RN m I )--------------------------- ---28fp I ---� STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. I HVAC EQUIPMENT IN ATTIC �— — —� I SMOKE G.O. HALL I N (2)-2x10 DOOR HEADER I I , STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ISN48 PROPANE FURNACE: LENNOX MLIgbUHO45XE366 GLASS IV SLOPED X I �— — — DETECTOR (TYP) IN BEARING HALLS AS 5HOHN o 1 m ALL DUGT5 SHALL BE 6" dia (OR EQUIVALENT), INSULATED TO R-4.2 DIREGT VENTED TO OUTSIDE;AHRI 204454167 GEILINc — y (2)-1.75x11.875 LVL FLUSH HDR (TYPIGAL-5) I - I HEATING GAP: 43,000 Btuh;AFUE = qb.b -� ________________________ 1 __ __ P05T UP - -- `fl I SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: -- —-- cssaaos� m-R- M ATH O M 1 N 287° 2a7° -- -- �— TRIPLE GJ UNDER POST 1 I r INIMUM 20 cfm EXHAUST FROM EACH B R O -------------------- INDOOR COIL: LENNOX GHX35-246+TDR I" RIGfD INSUL BEARING WALL (ENGINEERED DESIGN) I® AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. j OUTDOOR UNIT: LENNOX MLI4XGI5024-230A;AHRI 204503265 ON ATTIC j 12" x 12" AIR N 36" GUARD [R312.1] 1 S i I v m KITCHEN EXHAUST TO ERV IS NOT REQUIRED IF A RANGE HOOD IS INSTALLED AND (� I COOLING GAP: 24,000 Btuh;SEER = 16.00 ACCESS DOOR I x V 1 INSTALL IAW MANUFACTURER'S SPEGIFIGATIONS 1 z ,- TRANSFER GRILL m , 1 I VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. ` OO 1 2644 N LAUNDRY IN GEILIN5 u z i �- - -� i z N I I I 1 � N - 01 MASTER BR SUITE 2 1 v 1 DRYER EXHAUST o Q q' Ht TRAY CEILING j q W.I.G. I 11 1 (n to Z IV I DRYE WASHER OPEN TO BELOW I - I tL I ■,�• V W r uj Z_ (V [MI502] -1 0- I I D I Z tS I \ I - N i 2x8 GJ AT 16" o.c. �Q J tW N 1 BEDROOM 3 Q x —' d Z b'-0 1/2" 8'-O" G Ht v m 3 1/2" N 3 1),2" 12" ABOVE PLATE i 2°3° 1 ll�� �-- to- O 10'-O" IlC Z Q Z Z r ----------- E I IL t- cv N DOUBLE HALL STUDS i 3 I/2" I lu fL Ii W ® O d : I cV O �} % (2)-2x10 HDR ; I N m -- - - W.I.G. 287° 12'-5„ 51042 EYEBROW PIG ------------ --------- ---� i +s- V I 0 d I i _ O tL SLOPED GEILING m �� I < Q p 1 I (2)-1.75 x 11.875 LVL HDR d) N ` I WALL LINE BELOH _ (ENGINEERED DESIGN) N m 2 I L-----------------------------------------------------------J i m G 645 I dJ dJ 2x6 GJ AT 16" o.c. - O Z PLATE HEIGHT O6452 q'-5" ABOVE SUBFL�bOR 1 (1 I i I I I I I I I I AIR SEAL I NO NOTES I �..•�` '�� r°°,-� - ,w I - TABLE R402.4.1.1 -2020 i L__I_________________ _ WALL LINE BELOH -J � ,_ �• ' .,i,r{ tR�.�•• tail AIR BARRIER AND INSULATION INSTALLATION -------------------------------- -----------------------------T� I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION 1 CRITERIA i------------------------------ A continuous air barrier shall be installed in the I I ;' Rr.f '^ r` ,F• "." '°" building envelope. Air-permeabte insulation shall not be used as L-----------------------------J , 6 General requirements The exterior thermal envelope contains a continuous air barrier- a sealing material. ^ Breaks or joints in the air barrier shall be sealed. DE t. E R L D J U L 2 J 2023 The air barrier in any dropped ceiling/soffit shall be 10'-O" 15'-O" 5'-6" �v aligned with the insulation and any gaps in the air Ceilinglattic bariershall be sealed. The insulation in With the air b ceiling/soffit - shali be aligned avith the air barrier. 4q'-10" Ac.ess openings,drop down stairs or knee wall doers to unconditioned attic spaces shalt be sealed. Cavities miithin corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a material having a thermal Q 13 � resistance of R-3 per inch minimum. SECOND FLOORPLAN, Q Walls The junction of the top plate and the top of exterior A rQ to walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be Installed in substantial A_q SCALE: I/4„ = I ft (n m Knee walls shalt be sealed. contact and continuous alignment with the air 00 N l�. barrier.spaceThe IL !R' - Windows,skylights and doors framing,and between Iadnd4framolambs Sha I Q 11'be sealed. Q,, Q iia-1 to Rim joists Rim joists shall include the air barrier_ Rim joists shalt be insulated. O Floor framing cavity insulation shall be O Q — installed to maintain permanent contact withthe underside of subfloor decking. f tO O CD Z (y Floors including cantilevered floors The air barrier shall be installed at any exposed shall b Alternatively, tactoor with hcavity insulation o V 1 r p/ W shalt be in contact with the tap side of � � �}- and floors above garages. edge of insulation. sheathing or continuous insulation installed SOLAR-READY O Z (� w O V on the underside of floorframing, and CERTIFICATE O W u- extending from the bottom to the top of all O (.Q rimeterfloorframin members. J W O O O Exposed earth in unvented cra,.t,l spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DESIGN NOTE tu Z Crawl space walls catered with a Class I vaporretarder with instead of floor insulation,shall be incorporated f eatures at3: 0 lU Z overlapping joints taped- permanent attached to the walls. Z IL 1U Duct shafts,utility penetrations,and flue shafts the time of initial In accordance with the 2020 ROWS; structural <d , Shafts,penetrations opening to exterloror unconditioned space shall be construction to enable the elements such as engineered wood, steel and J - sealed. Installation of solar steel/wood composite columns, beams, headers and p �t Batts to be installed in narrow cavities shall electric. girders that: 1-Z N Narrow cavities be cut to fit or narrow cavities shall be filled Q Z _ with insulation that on installation readily O 0 conforms to the available cavity space. The solar-ready roof o 1) resist gravity loads, and 0_1 Garage separation Airsealing shall be provided between the garage zone is shown on this lu 0 ani conditioned spaces. construction Ian excerpt Recessed light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained In the prescriptive design O Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight and is free of IT 1L I�)(� provisions of the 2020 RGNYS � O Q O surface. and IC rated. GO A obstructions that would In exterior walls,batt insulation shalt be cut o IT, limit placement of solar were designed in accordance with m neatly to fit around wiring and plumbing or Is. Plumbing and wiring insulation that on installation,readily pane ANSI/AWG NDS-2018 with 2018 supplement. conforms to available space,shall extend Plastic conduit for future behind i in andwirin . Structural elements such as walls and fenestration The air barner installed at exterior walls adjacent toelectric wiring has been that: Shower/tub on exteriorwall showers and tubs shall separate the wall from the Exterior walls adjacent to sho vers and tubs e , installed through Halls at shower or tub. shall be insulated. 1i ����IIII DATE: JULY 2023 The air barrier shall be installed behind electrical CONDUIT the locations shown to 1) resist wind loads, and Efectricallphone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the installation bo:(es shall be installed. of wiring between th HVAC supply and return register boots that e 2) are not contained in the prescriptive design HVAC register boots penetrate building thermal envelope shall t sealed electric service panel And 2nd FLOOR roof-mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN to the subfloor,wall covering or ceiling penetrated ROOF ZONES by the boot. panels. Where required to be sealed,concealed fire were designed In accordance with ASCE 7-I6 wind sprinklers shall only be sealed in a manner that is provisions and acceptable engineering practice. DRAWING NUMBER Concealed sprinklers recommended by the manufacturer- Caulking or other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkler cover plates and walls annotated "ENGINEERED DESIGN.” orceilin s. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC. SERVICE PANEL [TI03.10] A == & m z O BWL A BWL B BWL G BWL D BWL E BWL F I I I I I I z -4" I ( V I i I I I 0 BWL I I---- - `T- T 51-611 / t r, i 4 .0 - 1 r BWL 2 --- -� 6'-6" BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story --1 Numbered Lettered Wall Wall Lines Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty Ki Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only I Story Height 0.93 0.93 8'-8" Number of Braced Wall Lines 1.30 1.60 3; 6 IO m I r 1 ' - I L2'-0Additional 800 Ib Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 N/A BWL 5 ----� - --- - -- I Wind Factor Total 1.185 1.458 I I I II 6_411 __ Total ii. - ____-_I 3 I Braced Wall 140 mph Bracing • II ' " ' 6" I I I I Line Spacing Required Length Status � � � I Line Method Braced Wall Bracing Wind Factor Required(ft) Bracing (ft) Total Bracing Length (ft) provided (ft) 1 WSP 10.75 3.19 1.185 3.78 25.19 OK 2 GB 12.33 6.55 1.185 7.76 52.69 OK 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK SECOND STORY BNL FLAN A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK SCALE: 3/I6" = I ft B GB 10.58 5.76 1.458 8.40 17.67 OK z V C GB 12.00 6.40 1.458 9.33 23.00 OK OL D GB 12.50 6.63 1.458 9.67 25.42 OKLU M E GB 9.58 5.50 1.458 8.02 17.83 OK t n W M z IV F CS-WSP 5.50 2.50 1.458 3.65 13.58 OKz tL tuz } Z Z J� Ozw M - Q - d) U, Wind Adjustment Factors -Table R602.10.3(2) (p.187) a ZV \ a- z O w BWL C BWL H BWL I BWL K Lower Story D� � /` IY W 0 ,00 Garage Garage Dwelling Dwelling O } Q< 22' -5" 8'-7" 43'-a" L Numbered Lettered Numbered Lettered Comment O V Exposure Category 1.00 1.00 1.00 1.00 Exposure B "' z Q Ll Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling Q Story Height 0.98 0.98 1.01 1.01 9'-8"Gar; 10'-2" Dwelling Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling ' Additional 800 Ib Hold Down 1.00 1.00 1.00 1.00 NIA I I 1 i n , n , u ' 41-411 2- 3 -6 Gypsum Board Fastening 1.00 1.00 1.00 1.00 N/A Wind Factor Total 0.970 0.970 1.600 1.450 IBWL 4 �- ..�...._.,,�.�,. --,- , ; -- ; _ _-- --- -- - ----- �- ----- .,.«,. ..•,.. .•,. _ -- ------ - I TotalBraced Wall 130 mph BracingBraced Wall Bracing Wind FactorLine Spacing Required Required Length Status Line Method Total Bracing °fI. �i s(f) Bracing (ft) provided (ft)3I'-o" : Length (ft) 1 +a I' _ Ga BWL 5 5 CS-WSP 25.42 5 08 0.970 4.93 6.00 OK a °-`}- > C ` m r 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK �^ ? G CS-WSP 22.42 4.48 0.970 4.35 7.08 OKi4 2 9 2023 UNDER 0 5HEATHINC� BWL J O �I E RED JULJ U _ H WSP 22.42 5.48 0.970 5.32 6.00 OK ---- ----------� - -- I PLYWOOD,LLBO%�RI� r, PLYWOOD SHEATHING ___,_ , I PLYWOOD SHEATHING - _-- -_� - UNDER WALLBOARD Dwelling UNDER WALLBOARD 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK m I ' -:- - 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OKin O -1 BWL 6 - - ---- 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK O ! H WSP 8.58 4.50 1.450 6.52 15.58 OK .mo I CS-WSP 24.78 9.67 1.450 14.02 29.08 OK IL m LU . . J CS-WSP 21.88 8.66 1.450 12.56 20.42 OK (� I' v PLYWOOD 5HEATHINO --- --- -- PLYWOOD SHEATHING K CS-WSP 32 .75 12.46 1.450 18.07 35.67 OK UNDER WALLBOARD UNDER WALLBOARD PLYWOOD 5HEATHINC •, I - pj } I UNDER WALLBOARD �_"_-` m ~ O z (y LL Q OWtL 0 IU tUT z OL lu --- -- - -- � W a J BWL --- N - --- --- --� 4 4'-10" 7'-0" 4'-10" - Y � t tL I I I BwL 51-011 DATE: JULY 203 I I I 22'-O" 21'-q" I • WALL BRAGINO PLAN F I R5T STORY' BNL PLAN DRAWING NUMBER • SCALE!: 3/I6" = I ft A ===7 Z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS a,b,c,d,e,g GROUND SNOW LOAD(psf) O 20' 30 V RAFTER RAFTER V SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 120 128 136 LL Required number of 16d common W nails',b per heel joint splices,d,e O SOLAR-READY ZONE [TI03.3] 12 4 6 8 10 4 6 8 11 z PROVIDE5 36" WIDE AGGE55 PATHWAY5 3:12 16 5 8 10 13 5 8 11 14 FROM EAVE TO RIDGE WHERE 5HOWN [R324.6]. THE SOLAR-READY ZONE SHALL 24 7 11 15 19 7 11 16 21 REMAIN CLEAR OF OB5TRUGTION5 5UGH AS 12 3 5 6 8 3 5 6 8 la (�V Z VENT5, ETC. [TIO3.4] (TYPIGAL-2) i - 4:12 16 4 6 8 10 4 6 8 11 '- 24 5 8 12 15 5 9 12 16 # _ I 12 3 4 5 6 3 4 5 7 5:12 16 3 5 6 8 3 5 7 9 ATTIC, PATHWAY FOR 50LAR ELECTRIC [TIO3.8] 24 4 1 7 1 9 12 4 7 10 13 - INSTALL 2"(P VERTICAL 5GHEDULE 80 PVG ROOF LINE 12 3 4 4 5 3 3 4 5 0 GONDUIT THROUGH ALL WALL5 TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EACH TERMINUS i- 7:12 16 3 4 5 6 3 4 5 6 [E3&02.3.21. - - WALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 I i � 13 ROOF BELOW ROOF BELOW S ,Z�e I 12 3 3 4 4 3 3 3 4 o z \Q2x10 RR AT 16" o.c. 2x10 RR AT I6 o.c ° + 9:12 16 3 4 4 5 3 3 4 5 --- - 24 3 4 6 7 3 4 6 7 N I— , 9 N (— ROOF OVERHANG BELOW < 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 Lu ROOF LINE }U „,..... 1 ; - °- _- : = -- - ? For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 pound per WALL LINE ...:..._.�,.. } -•_ I > I sl wsquare foot=0.0479 kPa .,� ; . � L!j h - - - - a. 40d box nails shall be permitted to be substituted for 16d -- : common comm ails. SCS x 2x6 RR -� b. Nailing requirements shall be permitted to be reduced 25 - - - - ---------- L r AT I6 o.c. --- - --- 'I', ° percent if nails are clinched. ° � i�I i -��--------- � �Ij'� �� i / � � ,� � a \ J i ° � i C. Heel joint connections are not required where the ridge is --- ---- _._-� Az 'I supported by a load-bearing wall,header or ridge beam. Q AGGE55 ROOF Q Q /� d. Where intermediate support of the rafter is provided by purlins load-bearing 1 vertical struts or lins to a load bean wall,the r` p tabulated heel joint connection requirements shall be i I ....... .., ._-__. I - — _.- ) i X i ° permitted to be reduced proportionally to the reduction in span. Q } e. Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices. a r E % o f. Applies to roof live load of 20 psf or less. l \ 14 LVL 5TRUCTURAL RIDOE �, �' g. Tabulated heel joint connection requirements assume Z V WALL AT 12 0 ON-GENTER OR LE55 / POSTRIDGE DOWN T BEARING X that ceiling joists or rafter ties are located at the bottom ' P05T DN of the attics ace. Where ceilin oists or rafter ties are tI , to F- 2x12 RIDGE " 2x12 RIDGE.r i J-�-1 to lu - located higher in the attic,heel joint connection (n m z LU requirements shall be increased by the following factors: v W' z r—EXTEND RIDGE TO [Q — Z W /H Heel Joint Connection Ad Adjustment Factor Q — BEARING WALL AT } o dJ AGGE55 ROOF CEILING5 l 1/3 1.5 p dj O GARAGE ROOF BELOW [� j !r, ALL VAULTED HC R J Q r- Q Z_ o Q + 1/4 1.33 � t- FQOW o dl \AT116" - . apCIL �1/5 1.25 < mQ1/6 1.2 D_ O } < Q 1/10 or lessvLZv �P where: '� _ Hei ht of ceilin oists or rafter ties measured verticallX yGX I above the top of the rafter support walls.N v� 2x6 RR AT 16" o.c. - g g JY 2x10 RR AT I6" o.c. 2x10 RR AT ib" o.c. HR Height of roof ridge measured vertically above the top of the rafter support walls. X1WALL LINE 2x10 RR AT I6 o.c. ROOF LINE 1 y ROOF LINE ROOF BELOW + PORCH ROOF BELOW i WALL LINE r 2 9 2013 - -- �1�Z11�FRED JUL ROOF LINE -- -- - - I m oa v � °o � Q • O� i ROOF PLANtu o tL SCALE: 1/4" = 1 ft z Q Q N OQ � O Q O tu u- 0 6 d Z 5TRUCTURAL DESIGN NOTE wU In accordance with the 2020 RCNYS; structural <Z U Z elements such as engineered wood, steel and X A steel/wood composite columns, beams, headers and q < girders that: N oa Z = 1) resist gravity loads, and Y J 2) are not contained In the prescriptive design p Q provisions of the 2020 RONYS tL O 0 O were designed In accordance with m ANSI/AWG NDS-2015 with 2015 supplement. Structural elements such as walls and fenestration that: DATE: JULY 2025 I) resist wind loads, and 2) are not contained In the prescriptive design ROOF PLAN provisions of the 2020 RONYS were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plains, they are _ annotated "ENGINEERED DESMON." ROOF ------------------------------------------------------------------------------------------i 2x EXTERIOR WALL I> - - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - __ I - _ 6" CLOSED-CELL SPF INSULATION STUD TO FLOOR JOIST V ----_-- - ---I---------------------------- SIMPSON COIL STRAP CEILING ---------- } ------ --------------I---} --------------------------------------------------------------- -------------------------------------------------------y (4)-5d NAILS AT EACH END Q LAUNDRY I I I FAMILY BATH I MASTER BATH I -• -' - - I I 2x SOLID BLOCK $ AIR-SEAL BETWEEN FJ IL - _ - - - - 1 I 2x RIM BOARD w >I i I > > I > II I > I > I > i > >Lf) I u� 1 U) I I I I 'I u) I u) I I q I I CANTILEVERED FLOOR J015T ZO - I I I WASHER I i I WC I LAV. I I I LAV. I LAV. I WG I I _N�\ TUB i I I TUB I I i 3(b" OSB VINYL SOFFIT 0 I I SHOWER I FLOOR JOIST TO WALL: (� _____ _____ L-1 2nd FLOOR I I SIMPSON H2;(5)-Sd NAILS TO FJ � (5)-8d NAILS TO STUD # I 2x EXTERIOR WALL _ 2 W 2.: W -------- -� -- -----------------------I- b, I-I/2" W 2.. W --- 3.. -- 2.. W ---r-------------------------------------------------------a ALTERNATE WHERE FJ/STUD MISALIGNS: I S MP50N H2.5;(5 bd NAILS TO FJ, (5)-8d NAILS TO PLATES G.O. I— 2.1 W I G.O. 2�� W 3„ W I I G.O. 2:. �„� �� ..nn 3 W I I V/ JI PLATES TO STUD: ------------------------- --------------------------------------------- --I--------------------------------------------------------------- -------------------------------------------------------1 SIMPSON H2.5;(5)-Sd TO PLATES, (5)-8d TO STUD CEILING - - - - -�^ - - - _ - _ - KITCHEN - - - - - _ - _ - - - POWDER BATH � 2x ROOF RAFTERS AT I6" O.G. >1 O EVERY RAFTER AND THE ROOF BEAM USE GALV. HURRICANE TIE BETWEEN >I >I > > ' DETAIL AT FLOOR � U) I I 2x GEILING JOISTS AT I6" O.G. GANTI LFEVEE S SEETBACKS JOIN USE (3 NAILS RAFTER � KIT SINK � I WG � I y.�G I � HEEL JOINT CONNECTION ION _^ cV DW m LAV. _ LAV. II I SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) v) m I i UG3A PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS 12" O.G. STAGGERED ALONG LENGTH I --- SHOWER I let FLOOR I VENTED VINYL SOFFIT 1x8 TRIM BOARD ------------------- ------------------------------- ----- ----------------------------------- ---------- --------------- ----------------- ---- ------------ -� 2" W 1-1/2" W 3" W 1-1/2" W 3" W 2" W I G.O. 2" W G.O. 2:: W 3" W G.O. 2" H 3.. H I UPLIFT CONNECTIONS: G51b GALV. COIL STRAP USE (2) AT EACH POST, TOP $ BOTTOM GEILING G.O. W --- ------------------------------------------------------------------ 5/4"xb" DECKING 4-IOd NAILS AT EACH END ----------------------------------------- -------------y PERPENDICULAR TO JOISTS 4" H I (2)-8d THREADED NAILS OR -�I F.A.I. (2)-No. b WOOD 5GREW5 AT 4: W r 4 I - 4x4 WOOD COLUMN EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED [R5O7.7] REST DIRECTLY ON FLOOR BEAM I FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IOd NAILS FLUME3I NO RISER D I AORAMI LTO APPROVED UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] SCALE: NTS HOUSE TRAP i SANITARY 5Y5TEM GRADE i 4x4 WOOD F05T ' -------BASEMENT --FLOOR UG35 PRESERVATIVE TREATED z PB44 HOT-DIPPED GALV. 1J-- P05T BASE ANCHOR Lu m m z � 12"(P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 � � I � z VERTICAL REBAR ON z <'t O W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 _ J LU REBAR EACH WAY, REBAR 4" ABOVE (� Iv ,- Z TYPICAL ROOF R-3q BOTTOM 1LJ ln � 4 O i5 ASPHALT ROOF SHINGLES OVER 15# FELT OVER z lu I� Q W " STRUCTURAL PANEL SHEATHING OVER 2x10 RAFTERS AT 16" O.G. TYfi�I GSL i�Oi�G DETAIL. a _' m Q 1.75 x 14 LVL STRUCTURAL RIDGE R-3q b" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) (SEE ROOF PLAN FOR POST LOCATIONS) WITH Y/2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] O } < 12 OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE: NTS n/ � ry V Q Q R I DO E TENSION STRAP: l� z o WRAP STRAP OVER RAFTER (3) 10-d COMMON NAILS AT EACH END OF STRAP 1 1 `i i rT ii`i z J1 11 11 11 11 1�J-l1L J-L 11 - 2x4 COLLAR TIE GABLE WALL INSULATION AT 48" O.G. CONTINUOUS: R-5 I-INCH RIGID FOAM XPS (OPTIONAL) 1 1 "�.•>-�r.=•.,,� CAVITY: R-13 2" CLOSED-CELL SPF (BEYOND SECTION) SEALED ATTIC (INDIRECTLY CONDITIO2" SOLID MT53OG STRAP-TIE e>_S'"M^rF�• d.,,, � q> 3 1 S C� WOOD BLOCKING EACH RAFTER 2x6 GJ AT I6" O.G. SMOKE 3 G.O. DETECTOR IN ATTIC 1-1/4" WIDE 20-GUAC7E RAFTER TO STUD: NOTE: ALL DUCTS SHALL BE — GALVANIZED STEEL STRAP TYPICAL EXTERIOR WALL R-20 EACH SIDE OF WINDOW AND LOCATED IN THE ATTIC, 1/2 GYPSUM WRAP 5TRAP OVER RAFTER 2x4 STUDS AT I6" O.G. I O ZviINTERIOR SECOND STORY BOARD FINISH DOOR OPENIN65. INSTALL ;,''r (°^^'': ` ,•' (2)-2x4 TOP PLATE;2x4 50LE PLATE STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP WALL CAVITIES AND SECOND _j PLATES TO JACK STUD. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN 0 FLOOR PLATFORM. MIN. R-6 R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION - IAW MANUFACTURER'S SPECIFICATION VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION DUCT INSULATION IN ATTIC. ( Q MINIMUM LENGTH BELOW ®ELVEREO JUL 2 9 2023 WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL 5HEATHING G5-WSP z-Q, HEADER = LENGTH ABOVE � Qc 0 R-13 2" CLOSED-CELL - BOTTOM OF HEADER Z HALL LAUNDRY 1nI I C, SPF AT RIM JOIST '� BEYOND SECTION Wj (2)-1.75 x 16 LVL N c(N m m DOUBLE-FRAMED 3/4" 5UBFLOOR o O Q �O STAIRWELL (TYP) r m 16" TJI-360 FJ AT 16" O.G. O TYPICAL INTERIOR WALL 2x4 STUDS AT 16" O.G. II I(2)-1.75 x I6 LVL 1/2 GYPSUM a OLL — NALL STUD TO NALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE J O Q � � — STRAP OVER OR UNDER 5HEATHING Y�" GYPSUM WALLBOARD ON BOTH SIDES q 3/16 I FL HDR BOARD FINISH a < d i Z (4) 8-d COMMON NAILS AT EACH END OF STRAP � I I � 00� SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a Ist FLOOR PLATFORM R-13 2" CLOSED-CELL 2x8 PLAT r i i 0 m O Z (� WOOD FLOORING OVER TANS I ON STi� fi='I�1G ►� 3/4" PLYWOOD SUBFLOOR SPF AT RIM JOIST V 1 Q p[ 11.575" TJI-230 FLOOR JOISTS AT 16" O.G. I I _ .�' O O GROSS BRIDGING AT MIDSPANco AT V4ALL OPEN I N55 p OZ SILL CONSTRUCTION: 1/2" GYPSUM I I HALL PANTRY SCALE: NTSQ 0 Z 2x6 P.T. (Ur-3B) SILL ON TERMITE SHIELD BOARD I I JU W lV , ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINISH Cl 3/16" I t � � z (SEE TYPICAL WALL DETAIL) lu 11 15HED FLOOR <z 1/2" GYPSUM 4 Q d BOARD FINISH (2)-1.75 x 14 O (y o m GRAWL SPACE 100- Z - STUD TO 5 I LL i�L�T� : 3°3 DOOR [R302.13] LVL 61RDER INISHED GRADE WRAP STRAP UNDER SILL PLATE PER CODE FIN15H GRADE (BEYOND) PLASTIC CAPILLARY BREAK (INDIRECTLY CONDITIONED) � v SLOPE b" IN 10' MIN. AWAY FROM BUILDING f(m cv lu (6) 8-d COMMON NAILS AT EACH END OF STRAP 2 RAT SLAB OVER 6 m11 POLY O ^ ri TOP OF SLAB 1-� SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a LL O O 13 •� � � • A 8" POURED CONCRETE STEM WALL ON 24" x 24" GMU PIER ON m .a REINFORCED CONCRETE FOOTING REINFORCED CONCRETE FOOTING •4 (SEE FOOTING PLAN) (SEE FOOTING PLAN) R-13 2" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) WITH APPROVED INTUMESCENT GOATING [R316.6] DATE: JULY 2023 FLAME SPREAD INDEX :r. 75 MAX. SMOKE DEVELOPED INDEX S 450 [R316.3] SECTIONS 4 DETAILS +H I Oft-lel I ND UPLIFT STRAFF I NO SCALE: NTS SECTION DRAWING NUMBER NOTE: ALL METAL STRAPPING SHALL BE I I/4" x :20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: I/4" = I ft � -- STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51DENTIAL CODE OF NEW YORK 5TATE m RI01.1 UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - 14 NYGRR TABLE R3012(1) WIND COMPLIANCE PATHWAY NOTES `"`" and publications incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be Issued by the 1- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy 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 FLOOD until project completion. SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hazards.otrounr ii.or FOR THE PROJECT LOCATION: p p LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED HAZARDS INDEX TEMP N 41.1168° W '72.55610 g THI5 NEW RE51DENTIAL 5TRUGTURE UTILIZE5 RI06.3 DE516N PROFESSIONAL: A Certificate of Authorization Is Zp WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE ; PRE-EN61NEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amaro U 25 psf 128 None No No B Severe 36" M to H 15°F Yes None 599°F-DAYS 51.0° F 8501 2(5)B ! FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HE16HT 15 NOT GREATER THAN 50 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 8301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH LL supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall O Elevation Latitude heating cooling factor temperature cooling difference EXP05URE CATEGORY: EXPOSURE B I TITLE IQ NYGRR PART 1265. Immediately notify Designer, In writing, If there Is any ua COMPONENT AND CLADDING LOADS [TABLE 8501.2(2)] DO NOT - discrepancy found between field conditions and plan 12 ft 41° North 150 99%outdoor DB 850 1%outdoor DB 0.999 70°F 75°F 55°F REGUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(5)1 dimensions,especially with regard to existing construction. ZO N MAIN ROOF UPLIFT CONNECTION FORGE = 200If (28' 0" roof Cooling temperature Wind velocity Wind velocity Coincident Winter Summer p - te3012.1 WIND DE516N: In accordance with Figure R301.2(5)B,wind m difference heating cooling wet bulb Daily range humidity humidity - span, 140 mph, pitch greater than 5:12) [TABLE R802.111 design Is not required. This building Is designed in 0 WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf j accordance with the wind provisions of the 2020 RGNYS. tV 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 R3012.12 PROTECTION OF OPENINGS= This building In not located O caw UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Wmdborne Debris Region. t- OF ALL BRACED WALL PANELS [8602.5.5]. 83012.4 FLOODPLAIN: This building Is not located In a flood # hazard area. } - 'I ' 83015 LIVE LOADS: Minimum uniformly distributed live e loads: QWL Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 4o psf,Sleeping rooms psf,stairs 4o psf Z R301b ROOF LOAD: Roof Dea sign Load Is based on the greater of the 6round Snow Load (20 psf,applied per AS6E-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERSprojected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa•b,` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'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) pp R301.6 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2 2" x 0.113"); or 4-8d box(2 2"x 0.113");or (inches) these plans are nominal sizes. Engineered wood dimensions 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2 2common „ „ ( "x 0.131"); or 3-8d n 2 2 ) Toe nail"x 0.131" ;or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LV-,P5L, I joists,glu-lams,etc) are actual dimensions. • Toe nail 21 Joist to sill,top plate or girder „ 3-1Od box(3 x 0.128 ),or 3-10d box(3 x 0.128");or Staple 15 ga. 1 %a 4 8 R302.1 FIRE-RE51STANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails1 projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 I/a 3 6 are not fire-resistance rated. 4-8d box2 2 x 0.113or " " ; 8d box(2Y2"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 4 3 6 ( ) 8302.9 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 2"x 0.131");or Rim joist,band joist or blocking to sill or top plate gd common 2�"x 0.131" or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate Per joist,toe nail 22 ( )� havinga FSI = 15 (re 'd max. 200) and a SDI = o (re 'd max. 3-1 Od box(3"x 0.128");or (roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 'Y32 and% Staple 15 and 16 ga.2 4 8 450); nd complies with Code. q 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail i/a 4 8 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128");or 3-8d box(2 2"x 0.113");or Staple 14 ga.2 4 8 INSULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R8023.1,R802.3.2 and Table 3-16d common(3 2"x 0.162");or Face nail 2-8d common(2%"x 0.131");or Staple 15 ga. 1 %a 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128"); or Face nail 2 32 and 4 surfaces shall have a F51 s 25 and a 501 s 450. See plans 0.097-0.099 Nail 21A 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 4" long Ceiling joist attached to parallel rafter(heel joint) Staple 16 ga.2 4 8 8302.11 FIRE BLOGKIN6: Use approved material to fireblock 4 [see Sections 8802.3.1 and R8023.2 and Table Table R802.5.1(9) Face nail 3-16d box(3Y2"x 0.135");or Staple 14 ga.2,V4 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"x 0.162) Blind and face nail 0.113 Nail y 3 6 where otherwise specified by the 2020 RCNY5. 4-1Od box(3"x 0.128");or 3-16d box(3 2"x 0.135");or 1 Staple 15 ga.2%a 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 1 Y4"x 20 ga.ridge strap „ „ . 25 2 planks(plank&beam-floor&roof) i „ At each bearing,face nail 5 to rafter 3-IOd common(3 x 0.148 ),or Face nail each rafter 2-16d common(3 x 0.162) 0.097-0.099 Nail3 4 8 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this 4-3 x 0.131 ) 3-16d common(3 2"x 0.162");or SPACING`O FASTENERS project p ro ec under Exception 4. 4-1 Od box 3"x 0.128" • or NOMINAL MATERIAL a,b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3 2"x 0.135" or ( )� DESCRIPTION OF FASTENER AND LENGTH Edges Body of anel p ( )' 2 toe nails on one side and 1 toe 26 Band or rim joist to joist End nail THICKNESS a luminaires shall be 16-rated I/A/W NI102.45 with separation 4-3 x 0.131 nails;or g Y P 6 Rafter or roof buss to plate 3-1 Od common(3"x 0.148");or nail onopposite side of each rafter „ � � inches (inches) from Insulation per listing. 4-1Od box(3"x 0.128"); or ; 4-3 x 14 ga. staples, /6 crown (inches) (inches) (inches) 8306.4 HAZARDOUS&LAZING LOCATIONS: Tempered glass orOL 4-3"x 0.131"nails or truss Nail each layer as follows: 32"o.c. Floor underlayment; plywood-hardboard-particleboardr-fiber-cementh other approved safety glazing material shall be Installed in IA O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; 1U m V 4-16d box(3 2"x 0.135");or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. V In l4 3-1Od common 3"x 0.148" ;or 10d box 3"x 0.128" ;or 24"o.c.face nail at to and bottom 3d corrosion-resistant ring shank nails •• v < t z ( ) Toe nail ( ) p � � g 3 6 R3o9.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-inch � Z Z •Q b' cA � 4-1Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 114-inch per foot toward vehicle fp - - -t W_ O-a w 27 Built-up girders and beams,2-inch lumber layers a doorway. - dJ Z w Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails n y La �- 4 1- 6 Z 7 And: Staple 18 ga., /long,,V4 crown eft i to minimum 2"ridge beam 2-20d common 4"x 0.192" or (finished flooring other than tile) 3 6 RBIo EMERGENCY ESCAPE AND RESCUE OPENINGS: It is the Z 1 J O Z dJ L 0 3-16d box(3 2 x 0.135 );or ( )' Face nail at ends and at each splice builder's responsibility to verify that window units supplied by Q � r O 0 2-16d common(3 2"x 0.162"); or 3-10d box(3" x 0.128");or p 2 1314 long x.121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for p 3-1Od box(3"x 0.128");or 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. �/ < m 3-3"x 0.131"nails 1 8311.7 5TAIRWAY5: Interior stairways shall be re-assembled p- O } Q X 4-16d box 3 2"x 0.135" • or 1 a long,No. 8 x.375 head diameter,ribbed wafer-head screws O W ( )� g g wood units. The maximum riser height shall 6-1/4 inches and � � ry � �d Wall 3-16d common 3%"x 0.162" or (for tile finish) the minimum tread de th shall be 9 Inches, lus nostn where Z Q 28 Ledger strip supporting joists or rafters ( )� At each joist or rafter,face nail p p g O Y2"„ „ „ „ „ , j : required. Provide handrails per Code. Q -� 16d common(3/ x 0.162 ) 24 o.c.face nail 4-lOd box(3 x 0.128 ), or Plywood 8 Stud to stud not at braced wall panels) „ • 4-3"x 0.131"nails 8312.1 6UARD5: Walktn surfaces more than 30 inches above ' ( P ) l Od box(3 x 0.128 ) or 1 i/a ring or screw shank nail-mmimum g ' 16"o.c. face nail 3 6 grade,and steps leading thereto,shall have guards that X 3"x 0.131"nails 2-1 Od box(3"x 0.128");or 2-8d common y and%6 12 2 ga. (0.099")shank diameter conform to Code. 'yam 29 Bridging or blocking to joist 2%"x 0.131" ;or 2-3"x 0.131"nails Each end,toe nail � 3 _ 16d box(3 2"x 0.135")• or ( ) Staple 18 ga., /,/6 crown width 2 5 1--! Stud to stud and abutting studs at intersecting wall ' 12 o.c. face nail 83122 WINDOW FALL PROTECTION: Windows with 91119 less than 9 corners at braced wall panels) 3"x 0.131"nails SPACING OF FASTENERS i s is 1%a ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade ( P ) „ 22,/, 32 and i 6 8 shall be protected per Code. 16d common(3� x 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND Intermediate 12Y2 ga. (0.099 )shank diameter 16d common(3 2"x 0.162") 16"o.c. each edge face nail TE OF BUILDING ELEMENTS TYPE OF FASTENERa'b,e Edges h supports`'` 1/ring or screw shank nail-minimum Interconnected � a.,••-�i •.. 10 Built-up header(2"to 2"header with�" spacer) ( ) (inches) 19 s 23 s 12 2 a. 0.099" shank diameter smoke alarms,carbon monoxide alarms,and heat detection .• r" [`,» ±"' Y2 g I SMOKE ALARMS AND HEAT DETECTION: orches 16d box(3 2"x 0.135") 12" o.c.each edge face nail 32,/, 32 and/ g ( ) 3 6 alarms shall be Installed at all locations shown on the plans. 5-8d box 2 2"x 0.113" • or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a. 12 6 8 `� �•", �' fill'( ), P g g P g g p g � 8315 CARBON MONOXIDE ALARMS= Install at all locations11 Continuous header to stud 4-Sd common(22"x 0.131");or Toe nail [see Table 8602.3(3)for wood structural panel exterior wall sheathing to wall framing] HardboardfSpecified on the plans. A • `-- 4-1 Od box 3"x 0.1280. ( ) 30 %" -2" 6d common 2"t x 113" nail 12 long ring-grooved underla ment nail 6 6 R31-1 WOOD DECAY PROTECTION, : s ( ) 6 12f gY Lumber specified to the plans 16d common 3 2"x 0.162" 16"o.c. face nail (subfloor,wall) 0.200 4d cement-coated sinker nail 6 6 es pressure preservative- treated (1P.TJ shall be In ' ' p; �•,' �' r t accordance with AWPA UI for the Intended use and location. 3 12 Top plate to top plate 10d box(3" x 0.128")• or 31 1932" - V 8d common nail(2 2"x 0.131") 6 12f Staple 18 ga.,7/long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless %' w, '' tt� •`' " „ 12"o.c. face nail „ steel,silicon bronze, copper or 1/2" diameter or greater 3 x 0.131 nails I - lOd common(3 x 0.148 )nail;or 6 12 Particleboard steel bolts. pp g t";"' ;.•#~ 32 1/ 12 8d 2 2"x 0.131" deformed nail ( ) 4d ring-grooved underlayment nail 3 6 R401.4.1 6EOTECHNIGAL: Footings and foundations shall rest on i 202 Other wall sheathings y Staple 18 ga.,%long %6 crown 3 6 undisturbed soil with a minimum load-bearin value of 2,000 DEL JERED �l IL 2 tu- 8-16d common(3 2"x 0.162"); or 9 Face nail on each side of end joint i „ psf. Visually graded soils that have this load-bearing value 12-16d box 3 2"x 0.135" • or :: 1/ galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 p p p „ , ( p p length g 3 6 s Include 6W d 6P-gravel and sandy gravel;6M � 6G-silty and 13 Double to late splice (minimum 24 la slice len 33 I/2 structural cellulosic fiberboard sheathing i „ 12-1Od box(3 x 0.128 ),or diameter,or 1 crown staple 16 ga., 1/a long Staple 16 a. 12 long,s crown 3 6 clayegravel;sw s 5P-sand and gravely sand;5M 6 50-911ty each side of end joint) P g ' d 12-3"x 0.131"nails 3 :: :: an clayey sand. Unsuitable subsoil material encountered 1 /a galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 Burin excavation shall be excavated and replaced In-situ m 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1%a" long 3 6 i/i, s 5 s with /4" crushed stone to a minimum depth of 6 tenches or AOBE. : P g g Staple 16 ga., 1 /long,/crown 3 6 p 50 16d common(3 2"x O'162") 16"o.c. face nail a 12" galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior 14 Bottom plate to joist,rim joist,band joist or 35 2 gypsum sheathing 12" ion 1 y" screws,T e W or S 7 7 walls and other vertical concrete work exposed to the O blocking not at braced wall panels) 16d box(3 2 x 0.135 ),or „ YP For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum = g( P ) 12 o.c. face nail g, � F- 3"x 0.131"nails 1 X"galvanized roofing nail; staple galvanized, compressive strength of f'r.=3,000 psi at 25 days. Porches, p 36 8" gypsum sheathings 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 O In m 3-16d box 3 2"x 0.135" • or 3 each 16"o.c.face nail 1 / long; 1 / screws,Type W or S gP floor slabs shall be air entrained stone concrete with a 0 to `A 15 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 26 days. IL blocking(at braced wall panel) 2-16d common(2,V"x 0.162");or 2 each 16" o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P 9 p y 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. O O 0 'D 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 Q Q 3 " ( ) 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e, o a minimum p Z r 37 / and less I. • t 8d common 2 2 x 0.131 nail 4-8d box(2 2"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. � p p - 1 3-16d box(3 2 ' )"x 0.135" •or „ - 8d common(2 2"x 0.131")nail; or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. - 16 38 / 1 i 6 12 8404.1:1 BACKFILL= Backfill shall not be placed against m Z (y 4-8d common(2 2"x 0.131");or Toe nail 8d deformed(2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top O p[ 0 4-1Od box(3"x 0.128");or �� IOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. X 6' O IL 16 To or bottom date to stud 4-3"x 0.131"nails 39 1 g" - l 7a" ; „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O W w O Top I 8d deformed(2/ x 0.120")nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber IK IL the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer tW� Q 0 w 3-16d box(3 2"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 J OC < Z 2-16d common(3 2 ' End nail"x 0.162")• or For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x IO"6. v IV -�- 3-1Od box(3"x 0.128");Or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall - <Z Z 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 Dou las fir-larch No. 2 or better. Studs shall be a minimum i- p••Q < sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber, X- 3-I0d box3"x 0.128" ;or 0 ( ) 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 WALL SHEATHING USED TO RESIST WIND PRESSURES,,,b,c 8702.3 6YP5UM BOARD. All Interior walls to be covered with Xz" Z - 17 Top plates,laps at corners and intersections 2-16d common 3 2"x 0.162" • or Face nail um board;taped,s ackled and pointed;unless otherwise O Z ( )� ksi for shank diameters of 0.142 inch or less. noted on plans. p p p O Q 3-3"x 0.131"nails b. Staples are 16 gage wire and have a minimum%6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN VV -a S 3-8d box(2 2MINIMUM WOOD MAXIMUM PANEL NAIL"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„it 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested V-a LU S 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 -1 ^^ O 2-8d common(2 2"x 0.131") or Y Y P pp Y PANEL (mph) with fasteners In strict accordance with the manufacturer's 18 1"brace to each stud and plate 2-1Od box 3"x 0.128" •or Face nail e. S acin of fasteners not included in this table shall be based on Table R6023 2 . PANEL SPAN SPACING IL ( )� Spacing ( ) Penetration THICKNESS Edges Field Wind ex osure tate or instructions for high-wind regions. Use stainless steel nails for LL D Q O 2 staples 1 %a" £ For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size RATING inches (inches) g P category fastening vinyl siding on buildings located within 3,000 feet of u1 O P inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. 3-8d box 2 2"x 0.113" 6d Common m ( ),or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 1.5 24/0 16 6 12 140 115 110 R&0:2.1 P4000 ROOF FRAMING= Load bearing dimension lumber 2-8d common(2 2"x 0.131");or less than 140 mph. (2.0"x 0.113") s for rafters,trusses,roof beams and telling joists shall be 19 111 x 6 sheathing to each bearing 2-1Od box(3"x 0.128");or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• Yp g 8d Common 16 6 12 170 140 135 2 staples, V crown 16 a. 1 %a"long sheathing shall conform to ASTM C 208. „ „ 1.75 24/16 %6 8606 ROOF VENTILATION: Soffit vents shall be provided with a p � : g � g g (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: JULY 2023 3-8d box(2 2"x 0.113");or vented space within the soffit. Attic Is unvented. blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. R9o52 ASPHALT SHIN6LE5: Asphalt strt shingle wrappers shall 3-1Od box 3"x 0.128" • or pp Y g q g g g P g P � � � g pp ( )' 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 wit ASTM D-7156 Glass 6 NOTES 3 staples, P crown, 16 ga., 1 34"long supported b framin members or solid blockin a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened In pp Y g g g p p rp pp p c l 3'�'�' g p accordance with the manufacturer's Instructions to achieve 20 1"x 8" and wider sheathing to each bearing Wider than V x 8" 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 „ one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2 2 x 0.113 or saltwater. ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2Y2"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 810062 AIR SUPPLY: All combustion air for factory-built 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling A - 10 4 staples, V crown, 16 ga., 1 %a" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING . Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3Yz")at above must stack over wall below) ) Load bearing or braced/shear wall above 1 �• Plate nail, 16d 0.135 x 3�") 12"on-center 9 R Plate nail, 16dent(0.135"x 3/ ) ( When sheathing thickness exceeds 78", 2x stud wall at Floor panel nail- Blocking panel: 1X8"TJ®Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJ R Joists ' at 16"on-center at 16"on-center - p ® ®• No load bearing Z trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Y2" at 6' on-center Y4•'TimberStrand LSL or TJI joist. Blocking panel: Web stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 1Yz"hole may be cut Q 1 Plate nail-16d 0.135"x 3Yz" anywhere in web out- 1/a"TJI Rim Board, 1Ya" required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT side of hatched zone ~ TimberStrand® LSL or at 16"on-center* 1Y8"TJ®Rim Board, cut or notch flange. sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® TJI®joi:�t Floor panel nail- 1Ya"TimberStrand LSL boundary nails, at B3W ONLY • 8d(0.131"x 2Yz")at 6"on-center* or TJI joist 8d(0.131 x 2Y2 at 1Y"TimberStrand® •• to Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %s Web stiffeners 6" O 0 O 6" Q required on both V nail each side at A3.-W 61 B1 W Toe nail-10d(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round Lz 2 x L2 zZd 6" 6" Toe nail, Toe nail, 1Y"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cur minimu holes are permitted if minimum No ut Do not cut O ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds%e', 12 Web stiffeners re uired Do NOT holes in (applies to all holes the group perimeter holes In holes larger only)or ® trim sheathin ton tongue min. q End of joists at cut holes In cantilever hatched except knockouts) meets requirements for hatched than 1%"In IL at 6"on-center at 6"on-center 1Y4"TimberStrand LSL. 9 9 on both sides at B1 W centerline zones round or square holes. zones cantilever ® at rim board For rim board thicker than 13/4" reinforcement. Q TJI rim joist and B2W ONLY Web stiffener Toe nail-10d 0.131"x 3" -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W I1J q at 6"on-center ) proper 9 g p y q Table A - End Support required on both Must have 13/4"minimum Install ro er biockin to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp Q to * sides at Al W ONLY * joist bearing at ends. Attach is support all panel edges -Connect comer with four 10d(0.128"x 3")nails.Toe EB2 62W Blocking panels maybe required with braced/shear B3 63W with braced/shear walls above or B4 B4W Minimum distance from edge of hole to inside face of nearest end support Z to Al Al W O A2W A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist per A3 detail, rJl® A3.4 A3.4 DEPTH m For additional installations specifications see Rim Board * 2 3 a s sYz 7 s/ 11 13 2 3 a 5 sY 7 s'/, 11 13" •. tV �(� *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 P W Nail through 2x-cantilever,wood backer and W p V 1 g O O O O Details and Installation in Weyerhaeuser Installation Guide 110 V-0" V-6^ z'-0- T-0" 5'-0" V.0. 1'6" z'-s" 3'6" a'-s" Q 1�"TJ®Rim Board or 1�"TimberStrand® LSL. TJI®'oist web with 2 rows 10d 0.148"x 3" � Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Blocking J ( ) 210 1'-0" 1'-s" 2'-s• 3'-0" 5'-6" 1'-0" 2'-0- 2'-s" 4'-0• 5•-0" y for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9Y.. 230 1'-s" z'-o^ z'-s" 3 6^ s'-s- 1'-0~ 2'-0" T-0" 4'-6- s•-0- Q N - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Yz"TJI® 360 1'-6" 2'-0" T-0- 4'-0- s'-0" 1•-6" T-6" 3'-6" 5'-0- s•-6" t! with connections equivalent to floor panel joist flange widths. 560 1•-s" 2'-6" 3'-6- 5'-0- T-0" 2'-0" T-0- 4'-0" 5'-6^ 6'-0' 110 1•-0" V-0" V-6" 2'-0" 2'-6" T-0" 5•-6" V-0" V-6- T-O" 2'-6" 4'-6• 5'-0" 6'-0" # 6'-0"length of TJI®joist 8"diameter maximum hole for 113/8"- A"TJ®Rim Board 1Ya"TimberStrand® schedule. 210 11.01' V-s" 2'-0• 2'-0" T-0^ T-6" s'-0^ V-0" V-s^ T-s" T-0" 5'-0' 6-6" s'-6" _ reinforcement and filler ax deep blocking panels;6"diameter LSL.Nail with 10d 0.131"x 3" nails, 11%" 230 V-0- V-6" T-0• 2'-s- T-0" T-s" 6'-6" V-0" 2'-0- z'-s" T-6- 5•-6" s'-6" 7'-0- 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9�"deep ( ) Attach reinforcement to joist � ILI j reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11%8"TJI® or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2%") T-6- 3/4" pC /� 360 1•-6" 2'-0" T-0- T-6" 4'-6" 5'-0" T-0" 1•-6" 2'-6^ 3'-s" 4'-6" 6•-6" 6•-6" 8"diameter maximum hole for 11 Do not cut flanges. Attach reinforcement to joist nail at each corner F1 a Iles to 580 1'-s" V-s" V-0- V-0" V-s" 2%0' s'-o" 7-6" 3'-s" a-s" F-6- 7'-0^ T-6- s'-o^ one side at E2,both maximum for blocking panels 9Y" joists. 9 PP 110 r-o^ r-o" r-0• r-o^ r-s° z-o^ 3'-0" s-s^ r-0" r-o" r-s" 2'-0- T-6- 4'-0" 6'-0' V-o• Web stiffeners 7/"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Yz") Horizontal blocking uniformly 210 V-0- V-0" V-0- 1'-6- 2'-0" 2•-6' 3'-6" s'-0- V-0^ 1'-0" T-o" 2'-6" 4'-0' 4'-6" V-6- 8'.6- Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJ®Rim Board 1Y4" nail at each corner panels between each loaded joists 14" 230 V-0" V-0" V-0" V-6- 2'-6- 2'-6• 4'-0- T-0- 1•-0" V-0" T-0" T-0- a'-0- s•-0" T-0•' 9'-0' sides at E1 ONLY panels 9/"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 V-0" V-0" 1'-6' 2-6- T-6- a'-o- 5'-6- F-0- V-0- V-s•' z'-s" a•-0- 6'-o" s•-6- 8'-0' 9'-6- (� 12"long. 10d(0.131"x 3")nails,one 12"length of%i" connections equivalent to Wood (k qtr sso 1'-0" 1'-0" 2-0• 3'-0^ a-s^ 5-0^ s'-s^ s'-o" V-6" 3-0" a-o" s'-0- T'0 T-6^ 9'-0" 10'-0" - Y16"- Do not cut flanges. A"TJ®Rim Board or 1%" each at top and bottom flange. reinforcement on floor panel schedule. backer a+`�e�e� 0�A) 210 V-0" V-0^ 1•-0• V-0" V-0^ V-6~ 2'-6" T s^ s-o^ 1'0^ 1'-0" V-0" 2'-0" T-0^ T-s" 6'-6" F-0. 11•-0^ O TimberStrand® LSL.Nail with �e5 R` r�\ aa5 16" 230 1'-0" 1'-0" 1'-0" 11-0" V-6" V-6" 3'-0" 4'-0" T-0" 1•-0" V.0" 1'-0" 2'-0" 3'-6" 4'-0" T-0" 9'-0" 11'-0" one side at E5, 12"length Of 3q" l� e( \O 360 1'-0" 1'-0" V-0- V-0" 2'-s" 2'-6" 4'-6" 6•-6" 9'-0" V-0- V-0" 1'-s" T-0" 5'-0" 5'-6" 9'-0" 10'-0" 1 V-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 BIZ \e� qtr / reinforcement on one side �� l \EO 560 1'-0" 1'-0" 1-0" V-0" 2'-s" 3-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'6" 6'-6" T-0" 10'-0" 11'-0" each at top and bottom flange. joist web with 3 rows Full depth vertical �� <r �r 10d(0.148"x 3")nails at 6" 9 at ET both sides at E8 F1 erg • blocking between \ a" 5•• s" 7•• a•' 10•' 12" 15•• 17• a~ s" s" 7" 8" 10" 1z" 15•' 17• - Attach reinforcement on-Center,clinched.Use 2 each joist 18" 360 V-0" T-0" V-0" V-0" 2'-0" 4'-0" 5'-6" 10.0" v-0" V.e" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6- 2x4 minimum t0 OISt flan a with 7 " E7 E8 Less than 5" 560 T-0" V-0" V-0" V-0" 2'-0" 4'-6" T-o" 11'-0" 2•-0" T-6" 5•-0" 6•-6" 8'-0-111'-0.1 12'-0" 141-6" j g '?' tr rows with 9Y"and 11/ Less than 5" squash blocks p° 8d(0.131"x 2Y2")nails at 6" a+`� TJI-joists. * 20" 360 V-0" r-o" V-0" r-o" r-0" z•-o" 4'-0^ T-0" 10'-s~ r-0^ r-0" r-s" T-0" a'-s^ 8'-0" 11•-6" 1a-0" 1Ys"TJ®Rim Board or \�uR` on-center.When reinforcing E5 E6 Gap . WEB STIFFENER ATTACHMENT sso r-0" r-0- r-0- r-0^ r-0" 2'-0" 4'-6" 9'-0" 1r-6" r-0" CS Use 2x4 minimum squash blocks to 1%"TimberStrand® LSL. Face grain �a� both sides,stagger nails. 2 minimum Table B - Intermediate or Cantilever Support transfer load around T./1®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 1�� 23/"maximum pp Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O O nails,one each at top and O 0V for TJ Is Nailing: pP Option#1: 560,560D See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. ) rJl® / subfloor TJI®joist blocking with end DEPTH 2" 3" 4" 5" 6Yz" 7" 8%" 11'• 13" 2" 3" 4" 5" 6�" 7" 8%" 11" 13" EXTERIOR DECK ATTACHMENT APPY Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" a'-6' 7•-6^ 1'-6" z'-s" T-s'• 5'-6" 6'-6- Flush bearing plate required. Structural exterior sheathing locations using 210 2'-0" T-6" X-6- V-0" 8'-0- T-0- 3'-0" 4'-0" 6'-s" T-6- Hanger contact surfaces r below,install web stiffener tight to top flange 9Yz" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum/a overhang two 8d(0.113"x 2�") 1 Tight fit* 230 2•-s" 3'-0" a'-0^ s'-s^ a'-s~ z•-o^ 3'-s• a'-s~ s•-s• T-6- be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Flashing 9 (gap at bottom flange) nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ofjolst depth nails when possible. flange with face mount hangers). ar Nailing Requirements 560 T-s" 5'-0'• 6•-0• T-6" 10'-0" a'-0" 6-6- V-6" 8'-0^ 9.0' gTreated 2x �sQ 2Y2"screws, ® Depth Minimum Web Clinch nails when possible. 1 - 0`5 d• typical TJI Joist Series in. Stiffener Size Type Number Nails 110 1'-0" 1'-0" 1'-6• 2•-s•' a'-0- 4'-6" 8'-6• V-0" 1'-6" 2•-s^ a'-o^ 7'-0" T-O" 9'-6^ ledger 13l a yp (in.) YP g End Intermediate 210 1'-0" 1'-0- 2'-0• T-0" 4'-6- 5'.0" 9'-0" V-0• T-0'• T-0" 4'-6- 8'-0- 8'-0" 'y See fastener 5 5 (,) 117/•" 230 1'-0" 2'-o" Z-6- T-6" 5'-0" 5•-6" 10•-0" V-0- 2'-6'• T-6^ 5'-0" 8'-6" 9•-0" 10'-6" �• 1 8'TJ®Rim Board or 1Ya" 110 All /8 x 2/s" table below.Maintain 210 All 3q"x 2%"' 8d 360 2'-0" T-0" 4'-0- 5'-6" T-0" 7'-6" 11'-0" 2•-0- T-6" 6-0" T-0• 9'-6- 9'-6" 11--0- Top mount 2"distance minimum from TimberStrand® LSL. 7 5 "> 0 113"x 2%") 560 r-6" T-0- 4'-6• 5'-6- 8'-0' 8'-6. 12'-0' T-0" 4'-6" V-0" 8'-0. 10'-6" 1 V-0- 12'-0' (minimum) Option#2: 230&360 All / x 2/s" ( 3 3 110 r-0- r-0" r-0• r-o" z'-o- 2'-6" 4'-6" 8'-6- r-0• r-0- 1'-0" 2'-6^ 5•-0" s'-0- 9'-0. 12'-0" hanger edge of ledger to fastener. 2x-strapping installed at Y3 16d 210 r•0- r-0- r-0- r-o" z'-s- 3'-0" 5'-6- 9'-6' r-0- r-o" 2'.0" T-s" s'-0- T-0. 10'-0' 13'-0" �) 14" 230 V-0" V-0•' 1'-0• 2'-0" 3'-6" 4'-0^ V-0" 10•_6" V-0' V-0" 2'-6" 4'_0" 6'-6" T-6" 11'_0- 13'_6" Face moLint Backer block joist-span locations using two 2 560 All 2x4 (0.135"x 3%") both sides of web Allowable Load(lbs) 360 1'-0" V-0•' 2'-0- 3'-6" 5'-6" V-0- 8'-6" 12'-6• V-0• 2'-0" 4'-0" 5•-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger Y"screws per joist,typical with single TJI®joist Fastener %"TimberStrand® 1Y."TJ®Rim Board 18" 4 4 560 V-0" 1'-0" T-6" 3'-6" 5'-6" 6'-s" 9'-6" 13'-6" V-0" V-0" F-0" T-0" 10'-0" 11'-0• 13'-6" 15'-0" LSL rim board 560D 201 2x4(2) 16d 5 5 210 1'-0" V-0" V-0" V-0" 1'-0" V-0" T-6" 6'-0" 10•-0- 1'-0" T-0^ V-0" V-s" 4'-6- 5'-6- 10'-0' 12'-6^ 16%0" Option#3: s 30 Web stiffeners required if sides of Yz'lag bolt 610 480 Direct) applied ceiling 22 (0.135"x 3�") 6 11 18" 1'-o s z'-0" a'-o" s•-s^ 11'-0- 1•-0- 1'-o" 1•-0" z'-s^ 5'-0^ s'-o^ 10'-6^ 13'-6" 16'-6- hanger s'-s" hon er do not lateral) support at With top mount hangers,backer block required only y PP g iso r-0" r-0" r-0• r-0" T-0- 4'-0• s'-6" 10'-0' 13'-6- V-W r-0" 7-0" 4'-0- T-s^ 8'-6. 13'-0. 14'-6" 'IT-0- H1 g y pp H2 for downward loads exceeding250 lbs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. 24"(') 6 13 IT-0- least%8'of TJI®joist top flange LA O the bracing/fled ons above istre nu►ed O 1 Con tr PS2 sheathing,face rain vertical 4" 5" 6" 7•' 8" 10" 1z" 1s" 17'• a" 5" 6" 7 8•' 10" 2" 117" P O q PB1 560 1'-0" 1'-0" 1'-0' 1'-0" 2'-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" conditions.For Halling requirements see page 5 TJ- ( ) 9. 9 P 4 (2)Construction grade or better 1 1s 17" 9001,Weyerhaeuser installation Guide for Floor and 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1.4. r-0" r-o^ r-s^ 3'-0^ s'-0^ s'-o^ 1s-o^ r-0- r-6- a'-0^ s'-o" 14 •-6" 19'-s" _ Roof Framing, TJ-9001. 18" sso 1'-0" 1'-0" 1'0^ 1'-0" 2'-0" 6-0-110--0-116-6- 1 1'-0" 3'-6" V-0" 8'-s" 11'-s" 16'-6" 18'-0" FASTENING of FLOOR PANELS 360 V-0- 1'-0- 1'-0" 1-0^ V-0" 3'-0" s'-o- 11'-0^ 15'6" 1-0" 1'-0" 1'-s^ a'-o" 7'-0" 1z'-s" 1s'-s" 1s'-o" z1-o" OL BEAM DETAILS Spacing FILLER and BACKER BLOCK SIZES 20" `9 O Guidelines for Closest On-Center S acin per Row 560 1'-0" 1'-0" V-0- 1'-0" 1'-0" 1'6" 5'-6 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 6'6" 14'-0" 17 6' 19'-6" 20'-6" to W V TJI®(t)(2) Rim Board lye" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. 'I ' , BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and a"TJ®Ri 1Y4' TimberStrand®LSL Microllam® Parallam® 9Yz"or 9Yz"or 14"or 9Yz"or 14"or 18"or 14"or 18"or • Leave Ys"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. J 4-•1 V w to 7- Q and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 11%.. 14" 11/" 16" 117/" 16" 20" 16" 20" • Tables are based on uniform load tables in current design literature. } Z Z Q Qf BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL s 8d(0.113"x 2/2"),8d(0.131"x 2/") 4" 3" 6" 4" a" 3" 3" Filler Block(1) 2x6+V 2x8+8/e^ 2x6+Y" 2x8+yz' 2x12+Y2" Two Two Two • For simple span 5 minimum uniform) loaded joists used in residential applications,one maximum size round hole may be located [Q - '-1�_ Q-1 111 2x6 2x8 P P ( ' ). Y 1 PP` Y 1Ye"TJ®Rim Board or Strap per code if top plate (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 c4 lU 10d(0.148"x 3"),12d(0.148"x 3Y4") 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. Z 1Ya"TimberStrand® LSL or is not continuous over s „ s „ Q �" t' Q 16d(0.162"x 3%") 6" 6" Cantilever 2x6 2x10 2x6+/ 2x10+/ 2x6+Y2" 2x10+)z" (I) ot j6 blocking for lateral support header 8 4 4 8" 6 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams JU 0z fir- Qw (1)Stagger nails when using 4"on spacing and maintain 1/e"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 _ 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 c1) 1.55E TimberStrand® LSL Headers and Beams p- W ® Q Strap per Code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s „ s „ 8 „ z " z " -( -�Q P P P (Detail Ft /e or/4 / or/8 /a or 1"Net 2x6 2x8 2x12 (v (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/1'and staggered. JJii-- L� a plate is not Continuous or H2) 2 x diameter of the O } Q (3)With 10d(0.148"x 1'/z")nails,spacing can be reduced to 3"on-center for light gauge steel straps. , " over column 1 11 necessa increase filler and backer block height for face mounthangers ers and maintain!18'gap at to ofjoist;see detail W Fil/erand backer largest hole minimum X TO mount a " I) ry 9 4 9 P P 1 9 (minimum) n Q P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/ (to avoid splitting). block dimensions snould accomodate re used nailin without s l,tfm 12 minimum/orbackerblocks and 24"minimum for fillerblocks V I hanger a g P gf I 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1/"(to avoid splitting). �depth Allowed hole zone Z Q Q Protect untreated ■Recommended nailingis 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Column Face mount wood from direct s P s s q s g persede -1 hanger recommendations listed above. Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor O O , 1.1 1.2 1.3 See current Weyerhaeuser 1.4 concrete and Roof Framing,TJ-9001. Z ■Nailing rows must be offset at least)z"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nails spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P s cantilever and end bearings by blocking g,D4eptth Hole Size (� panels,hangers,or direct attachment to �] Multiple-Member Connections for Top-Loaded Beams a rim board or s,orit8" 811 11Y4"-11 7/" 35/^ Fastener Installation Requirements TJI®joist framing does not O joist. 14"-16" 4%' Fastener require bridging or mid-span El General Notes See Illustration for alhowed hole zone 'air•.., Piece #of ''- Width Plies Type") Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking . Allowed hole zone suitable for headers and beams with .,.*'`e^ r•.. ` ,.,, uniform and/or concentrated loads anywhere along the member. `�,, ." **°^•�,~ /-` `•» r~) sides,staggerfasteners on the second . < 1• L P •'� (,p':f � 10d nails 3" 3(2) Round holes only t-- •;°°., (,• , �� BEARING AT 12" side so they fall halfway between No holes in headers or beams in lank orientation. COLUMN 2 12d-16d nails 3 Y" 2(2) One side fasteners on the first side. p Screws 3%"or 3Yz" 2 24" H2 r� , r, �m� �•a. 10d nails 3" 3(2) DO NOT bevel cut joist Al Other Trus Joist® Headers and Beams > ; i Rim board joint 12" Both sides beyond inside face of wall. O Microllam®LVL f9 , ;) " `�" • " 3 12d-16d nails 3 Y4" 2(2) CE2 between joists DO Noroverhan seat cuts 9 1.3E TimberStrand® and Parallame PSL t ..k. ,. 13/" 33/8'or 3Y2' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 Y4° Load must be applied evenly across face ofsupport member. largest hole(minimum) 5" One side entire beam width.Otherwise,use :.r Verify column capacity 10d nails(') W 3(2) connections for side-loaded beams. DO NOT cur,notch or drill and beam bearing ') 2 12" One side holes/n headers or beams DE� �E R tD �u L 2 J 2023 1.5 length.See current 4 12d 16d nails 3Ya" 2 (per ply) d except as indicated in 0 0 o illustrations and tables. Weyerhaeuser,literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS 0 0 0 6 4" One side 1.6 form a header or beam of the required size,up to a TJI®rim joist Microllamo ' LVL and Other Trus Joist®Beams Screws 5"or 6" 2 24" Both sides maximum width of 7" 1%"TJI Rim Board or 1�" Parallam®PSL Header or Beam Maximum Round to O L3 TimberStrand® LSL. allowed hole zone Depth Hole Size 3Y" 2 6/a" One side middle Y3 span 48/" Y"bolts 8" 2 24" - 5Yz 1%4" i (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP rm. Ll d 1.3E TimberStrand® LSL allowed hole zone d Q COLUMN DETAILS 61 7Ya" 20" 2" r o (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone Q (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes O�Q B2 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only lu « B • No holes In cantilevers. O Q COLUMN CAP NAILING AT BEARING (FLOOR) 1.5 (� 63 • No holes in headers or beams in plank orientation. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1�"TJ®Rim Board or (Load bearing wall above) 1Ya"TimberStrandd LSL. Joist may be shifted up to 3"if Use B1 or 1321 at -, One 10d(0.128"x 3") p " ' O } nail into each flange floor panel edge is supported O B4 Intermediate bearings WARNING z One 8d(0.113"x 2Y2") and span rating is not exceeded. � � F- Q nail each side.Drive Do not cut joist flanges. with load bearing Or y i !L 9 Joists are unstable until braced lateral) OC nails at an angle at Plumbing Drop braced/shear wall Bracing Includes: CJ Z Q � Q P1 least 1Y"from end. from above • Blocking • Sheathing • End of joists O O 1U p� 0 9 Strut Lines O �--� 3%"minimum at centerline Hangers • Rim Board • Rim Joist !1LL)j 1.2 IX O Z COLUMN BASE 3 intermediate bearing T _ 1/4 minimum end bearing g Also see detail of support single-family applications 5Y4"may be required ��' � �11.1 � V Z for maximum H1 Shear transfer.Connections equivalent capacity O r f 4 F- yy J 21 J • �d rr. d r� � Q to floor panel nailing schedule o DO NOT walk on joists DO NOT walk on joists DO NOT stack building Z OL y::;:.,• ::. Rim to TJI®Joist O until braced. that are lying flat. materials on unsheathed O OIL `�.'` :'" 1Y"TJ®Rim Board, TJI®560 rim joist:Toe o Y g Z - Additional joist is required if INJURY MAY RESULT, oists.Stack only n/ ' '•••• 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") o j y over ® floor panel edge is unsupported 1.4 WARNING NOTES: beams or walls,. TJI 110 rim joist: nails,one each side of or ifs an rating is exceeded. •� '.. p 9 Exterior Deck J P2 One 10d(0.131"x 3")nail TJI®joist flange TJP560 : : •'. .• ° O LA DO NOTuse sawn Lack of proper bracing during construction can result in serious O 0 into each flange floor '.: ,. .: Attachment lumber for rim Ll g � '• • Structural accidents.Observe the following guidelines: TJI®210,230,and 360 rim ° O board or blocking, 1.All blocking, ® Ii- O O Q INSTALLATION TIPS sheathing g,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. LL. joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the ba This can also be ELEVATED I I jU s s Y. COLUMN BASE I One 16d(0.135"x 3Yz')nail •Subfloor adhesive will improve floor performance,but O atter installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q 13/4'minimum bearing into each flange may not be required. o use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each to1 Top View Locate rim board joint between joists. O Safety bracing(1x4 engjneered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. ®' O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. »,• 1Ya"TJ®Rim Board or 1Y" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Yz")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: JULY 2023 •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 .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 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 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. � - I I