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Permit File BLD-2022-0499 2104 Pennsylvania Court (4)
r) CORPORATE OFFICE 489 ANDIS RD. HOMES BURLINGTON, WA 98502 360.707.2112 9F01L CODEcO Wow 1T y DETAIL PACKET VFL� Se THIS DETAIL PACKET IS TO BE USED IN CONJUNCTION WITH THE PLAN SET FOR JOSH & EMILY COUCH. THESE DETAILS, TABLES, GENERAL NOTES, AND FIGURES ARE IN ACCORDANCE WITH THE CODES LISTED ON SHEET G-000 OF THE PLAN SET. ANY NOTES ON THE PLAN SET OR ENGINEERING PACKET SUPERCEDE THESE DETAILS AND CALLOUTS. COPYRIGHT© 2022, INPSIRE HOMES LLC. ALL RIGHTS RESERVED. CUSTOMERSALES OFFICE BURLINGTON OFFICE JOSHCOUCH • 360.707.2112 • PARCEL25681 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family-New&Additions effective February 1,2021 Version 1.1 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings(townhouses). Project Information Contact Information Josh and Emily Couch Inspire Homes 104 Pennsylvania CT Anacortes,WA 98221 1489 Andis Rd, Burlington WA 98233 Instructions:This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings:Table R402.1-Insulation and Fenestration Requirements by Component,Table R406.2-Fuel Normalization Credits and 406.3- Energy Credits. Authorized Representative Date 06/09/2022 All Climate Zones Table R402.1.1 R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall c,h 10/15/21 int+TB 0.042 Slab d,f R-Value& Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity that is less a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21+5TB" means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. For single rafter-orjoist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400,log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path-Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family-New&Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits)and Table 406.3 (energy credits)to achieve the following minimum number of credits.To claim this credit,the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in#1 or#3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table,review the details in Table 406.3(Single Family),on page 4.. Summary of Table R406.2 and 406.3 Heating Credits-select ONE O tions Fuel Normalization Descriptions heating option User Notes P 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only-furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 5 All other heating systems -1.0 ❑ Energy Credits-select ONE Options Energy Credit Option Descriptions energy option from each P category 1.1 Efficient Building Envelope 0.5 0 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope ❑ 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 0 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation Li 2.0 ❑ 3.18 High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.38 High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 0 3.5 High Efficiency HVAC 1.5 ❑ 3.68 High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path-Single Family 2018 Washington State Energy Code-R 2 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions (effective February 1,2021) Summary of Table R406.2(cont.) Energy Credits-select ONE Energy Credit Option Descriptions(cont.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 0 5.6 Efficient Water Heating Ll 2.5 ❑ 6.1e Renewable Electric Energy(3 credits max) 1.0 ❑ 7.1 Appliance Package 0.5 ❑ Total Credits 6.� Calculate Total Clear Form a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4)or C403.3.2(5) c. Equipment listed in Table C403.3.2(1)or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.Option 5.1 may be combined with options 5.2 through 5.6.See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. For Building Officials Only Prescriptive Path—Single Family 2018 Washington State Energy Code-R 3 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1,2021) Table 406.3—Energy Credits(Single Family) Option Description Credits:SF 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1.1 through 1.7 may be selected in this category. Compliance with the conductive UA targets is demonstrated using Section R402.1.4,Total UA alternative,where [1- (Proposed UA/Target UA)] >the required%UA reduction. Prescriptive compliance is based on Table R402.1.1 with the following modifications: 1.1 0.5 Vertical fenestration U =0.24 Prescriptive compliance is based on Table R402.1.1 with the following modifications: 1.2 1.0 Vertical fenestration U=0.20 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28 Floor R-38 1.3 Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and 0.5 under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.25 Wall R-21 plus R-4 ci Floor R-38 1.4 Basement wall R-21 int plus R-5 ci 1.0 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 15% Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.22 Ceiling and single-rafter orjoist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 1.5 Basement wall R-21 int plus R-12 ci 2.0 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 30% Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U=0.18 Ceiling and single-rafter or joist-vaulted R-60 advanced Wood frame wall R-21 int plus R-16 ci 1.6 Floor R-48 3.0 Basement wall R-21 int plus R-16 ci Slab on grade R-20 perimeter and under entire slab Below grade slab R-20 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 40%. Advanced framing and raised heel trusses or rafters Vertical Glazing U-0.28 1.7 R-49 Advanced (U-0.020)as listed in Section A102.2.1, Ceilings below a vented attic and 0.5 R-49 vaulted ceilings with full height of uncompressed insulation extending over the wall top plate at the eaves. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 4 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1,2021) Table 406.3—Energy Credits(Single Family) Option Description Credits:SF 2.AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS Only one option from Items 2.1 through 2.4 may be selected in this category. Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.3 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall 2.1 be met with a high efficiency fan(s)(maximum 0.35 watts/cfm), not interlocked with the 0.5 furnace fan (if present).Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and the maximum tested building air leakage,and shall show the qualifying ventilations stem and its control sequence of operation. Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested 2.2 air leakage to 0.25 cfm/sf maximum at 50 Pascals and 1.0 All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.65. 1 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested 2.3 air leakage to 0.25 cfm/sf maximum at 50 Pascals and 1.5 All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.75. 1 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested 2.4 air leakage to 0.15 cfm/sf maximum at 50 Pascals and 2.0 All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.80. Duct installation shall comply with Section R403.3.7. 1 1 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 5 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1, 2021) Table 406.3—Energy Credits(Single Family) Option Description Credits:SF 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS Only one option from Items 3.1 through 3.6 may be selected in this category. 3.12 Energy Star rated (U.S. North)Gas or propane furnace with minimum AFUE of 95%or 1.0 Energy Star rated (U.S. North)Gas or propane boiler with minimum AFUE of 90%.2 3.2 2 Air-source centrally ducted heat pump with minimum HSPF of 9.5.3 1.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 or 3.32 Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet 1.5 and minimum COP of 3.6.3 Ductless mini-split heat pump system,zonal control: In homes where the primary space 3.4 heating system is zonal electric heating, a ductless mini-split heat pump system with a 1.5 minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit.' 3.5 2 Air-source,centrally ducted heat pump with minimum HSPF of 11.0.4 1.5 Ductless split system heat pumps with no electric resistance heating in the primary living areas.A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. 3.6 2 2.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected,the heated floor area calculation,the heating equipment type(s),the minimum equipment efficiency, and total installed heat capacity(by equipment type). 2 An alternative heating source sized at a maximum of 0.5 W/sf(eq uiva lent)of heated floor area or 500 W,whichever is bigger, may be installed in the dwelling unit. 3 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS All supply and return ducts located in an unconditioned attic shall be deeply buried in ceiling insulation in accordance with Section R403.3.7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of return duct and 5 linear feet of supply duct connections to the equipment may be outside the deeply buried insulation.All metallic ducts located outside the conditioned 4.1 space must have both transverse and longitudinal joints sealed with mastic. If flex ducts 0.5 are used,they cannot contain splices. Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area. Air handler(s)shall be located within the conditioned space. HVAC equipment and associated duct system(s)installation shall comply with the requirements of Section R403.3.7. Locating system components in conditioned crawl spaces is not permitted under this option. 4.2 Electric resistance heat and ductless heat pumps are not permitted under this option. 1.0 Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 6 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1,2021) Table 406.3—Energy Credits(Single Family_) Option Description Credits:SF S. EFFICIENT WATER HEATING OPTIONS Only one option from Items 5.2 through 5.6 may be selected in this category.Item 5.1 may be combined with any option. A drain water heat recovery unit(s)shall be installed,which captures waste water heat from all and only the showers, and has a minimum efficiency of 40%if installed for equal flow or a minimum efficiency of 54%if installed for unequal flow.Such units shall be rated in accordance with CSA B55.1 or IAPMO IGC 346-2017 and be so labeled. 5.1 0.5 To qualify to claim this credit,the building permit drawings shall include a plumbing diagram that specifies the drain water heat recovery units and the plumbing layout needed to install it. Labels or other documentation shall be provided that demonstrates that the unit complies with the standard. Water heating system shall include one of the following: 5.2 Energy Star rated gas or propane water heater with a minimum LIEF of 0.80. 5 0.5 Water heating system shall include one of the following: Energy Star rated gas or propane water heater with a minimum UEF of 0.91 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC)Annual Performance of OG-300 Certified Solar Water Heating 5.3 Systems or 1.0 Water heater heated by ground source heat pump meeting requirements of Option 3.3. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of minimum energy savings. Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water heating specification or 5.4 For R-2 Occupancy,electric heat pump water heater(s), meeting the standards for Tier I of 1.5 NEEA's advanced water heating specification,shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation.5 Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or 5.5 For R-2 Occupancy,electric heat pump water heater(s), meeting the standards for Tier III of 2.0 NEEA's advanced water heating specification,shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation.5 Water heating system shall include one of the following: Electric heat pump water heater with a minimum LIEF of 2.9 and utilizing a split system configuration with the air-to-refrigerant heat exchanger located outdoors. Equipment shall meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Specification with the LIEF noted above or 5.6 2.5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification and utilizing a split system configuration with the air-to-refrigerant heat exchanger located outdoors,shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit,all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. 5 5 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 7 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1,2021) Table 406.3—Energy Credits(Single Family) Option Description Credits:SF 6.RENEWABLE ELECTRIC ENERGY OPTION For each 1200 kWh of electrical generation per housing unit provided annually by on-site wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by the code official. 6.1 Documentation noting solar access shall be included on the plans. For wind generation 1.0 projects designs shall document annual power generation based on the following factors: the wind turbine power curve;average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. 7.APPLIANCE PACKAGE OPTION All of the following appliances shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher—Energy Star rated Refrigerator(if provided)—Energy Star rated Washing machine—Energy Star rated 7.1 Dryer—Energy Star rated,ventless dryer with minimum CEF rating of 5.2 0.5 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the appliance type and provide documentation of Energy Star compliance.At the time of inspection, all appliances shall be installed and connected to utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the dwelling unit. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 8 NOT TO SCALE —� 21 21 22 -� 20 23 19 26 17 18 24 /q 23 - 10 -- — \16 1 1 25 Ir e 0 14 5 II 4 \ 25 ICI 11 13 DETAIL-A 8 III-III 5 n 6 If stemwall height exceeds 48", _ additional backfill must be added on i� 5 the inside of the stemwall to gain a 4 max. of 48"of unbalanced backfill or w Q the stemwall must be engineered. U -III PER PLAN 1. Foundation drain as required-home owner responsibility 15. 3/4"T&G Subfloor, glued &nailed U.N.O. 16. 2x6 sole plate 2. Footing per plan 17. Caulking at all exterior wall bottom plates 3. Stem wall per plan 18. Nailing per shear wall schedule 4. .6 mil. black poly with 12" lap at joints-Wrap over top of 19. 2x6 Studs at 16" O.C. U.N.O. stem wall under P.T. Sill-Cut around FDN vents 20. R-23.5 BIBS Insulation 5. Horizontal rebar per plan 21. 1/2" GWB sealed to plates per ADA methods 6. #4 Vertical rebar w/90 degree hook at 48" O.C. 22. 3" sill seal, caulking, or other approved method per ADA alternating hooks U.N.O. methods 7. Foundation vent shown beyond 23. 7/16" OSB Sheathing-Hang down 1/2" below P.T. sill 8.Anchor bolts per shear wall schedule 24. Edge nailing per shear wall schedule 9. 6" Sill Seal 25. TYVEK Drain Wrap under sill wrapped min. 6" up 10. 2x7 P.T. Sill plate with 1/2" exterior overhang sheathing-Slice bottom at 48" O.C. for drainage 11.Top flange joist hangers 26. TYVEK Drain Wrap up entire face of sheathing-Overlap 12. Floor joists per plan bottom piece-Tape/seal all lap splices 13. Batt insulation Per Plan-Hold in place W/twine 27. Finish grade- Must meet frost depth requirements 14. R-10 (min.) rigid foam insulation baffle at FDN vent- Extend 12" into joist bay& Foam seal all edges to secure and seal-(Optional Dbl. R-10 or 4"thick rigid- Bevel end@ vent opening to allow for air flow) FOUNDATION DETAIL nS I r FLOOR SYSTEM - HUNG HOMES S-01 . 1- NOT TO SCALE 22 — 21 17 4267 1914 18 1610 9 f� 4 14 13 1 DETAIL-A � 24 25 10 12 z_ 26 ,� 9 II III I (0 8 E zQ LI J 7 If stemwall height exceeds 48", C11 27 additional backfill must be added on — . 5 the inside of the stemwall to gain a UJ III max. of 48"of unbalanced backfill or 6 the stemwall must be engineered. 5 4 z osba eeAa L -J71) gegg°e 1 J �I I PER PLAN I �,.� - � 14. Foam seal rim joist at seams&corners (optional) 1. Foundation drain as required-home owner responsibility 15. 3/4"T&G Subfloor, glued &nailed U.N.O. 16. 2x6 sole plate 2. Footing per plan 17. Caulking at all exterior wall bottom plates 3. Stem wall per plan 18. Nailing per shear wall schedule 4. .6 mil. black poly with 12" lap at joints-Wrap over top of 19. 2x6 Studs at 16" O.C. U.N.O. stem wall under P.T. Sill-Cut around FDN vents 20. R-23.5 BIBS Insulation 5. Horizontal rebar per plan 21. 1/2" GWB sealed to plates per ADA methods 6. #4 Vertical rebar w/90 degree hook at 48" O.C. 22. 3" sill seal, caulking, or other approved method per ADA alternating hooks U.N.O. methods 7. Foundation vent shown beyond 23. 7/16" OSB Sheathing-Hang down 1/2" below P.T. sill 8.Anchor bolts per shear wall schedule 24. Edge nailing per shear wall schedule 9. 6"Sill Seal 25. TYVEK Drain Wrap under sill wrapped min. 6" up 10. 2x6 P.T. Sill plate with 1/2" exterior overhang sheathing-Slice bottom at 48" O.C. for drainage 11. Rim joist per plan 26. TYVEK Drain Wrap up entire face of sheathing-Overlap 12. Floor joists per plan bottom piece-Tape/seal all lap splices 13. Batt insulation Per Plan-Hold in place W/twine 27. Finish grade- Must meet frost depth requirements ^*--1 FOUNDATION DETAIL Insp I r FLOOR SYSTEM - RIM 1OMES S- .O 2 NOT TO SCALE 17 15 15 20 16 17 13 11 14 22 18 20 12 r 18P1O � 9 8 z_ � , ea ' 19 22 Ill . DETAIL-A 21_ z - 7 8 a = n 6 I 2 I I1 w = IIIIII I- -� � � F� � i ii � I II 11 II 11 II 11 II 11 li a If stemwall height exceeds 48", � 5 additional backfill must be added on CL the inside of the stemwall to gain a LU Q max. of 48"of unbalanced backfill or 0 ® II the stemwall must be engineered. U PER PLAN 1. Foundation drain as required-home owner responsibility 15. 1/2" GWB sealed to plates per ADA methods U.N.O. 16. 3" sill seal, caulking, or other approved method per ADA 2. Compact fill methods 3. Footing per plan 17. 7/16" OSB Sheathing- Hang down 1/2" below P.T. sill 4. Stemwall per plan 18. Edge nailing per shear wall schedule 5. Horizontal rebar per plan 19. TYVEK Drain Wrap under sill wrapped min. 6" up 6. #4 Vertical rebar w/90 degree hook at 48" O.C. sheathing-Slice bottom at 48" O.C. for drainage alternating hooks U.N.O. 20. TYVEK Drain Wrap up entire face of sheathing-Overlap 7.Anchor bolts per shear wall schedule bottom piece-Tape/seal all lap splices 8. 2" Rigid R-10 foam insulation below slab 21. Finish grade- Must meet frost depth requirements 9. 4" Concrete slab on compact fill; 22. 4"Tall R-10 rigid foam insulation at slab perimeter 10. 6"Sill Seal Bevel inside edge at top 11. 2x6 P.T. Sole plate with 1/2"exterior overhang 12. 2x6 Studs at 16" O.C. U.N.O 13. R-23.5 BIBS Insulation 14. Caulking at all exterior wall bottom plates DETAIL nS I r FOUNDATION - SLAB ON GRADE _ 1 HOMES S O 1 . 3 NOT TO SCALE 5 GRADE z III NOTE: Q I=1II I •��: � -Fy = 60 KSI -Fc = 2,500 PSI (FTG) cc w [ 1 12 1/2 6 -Fc = 3,000 PSI (WALL)-WEATHERING CL - EFP = 35 PCF _ - LEVEL BACKFILL J W J 2 � J �L < m00 qll 2 ii 3 A — 4 Ma TIT W CANTILEVERED RETAINING WALL SCHEDULE BACKFILL FOOTING HORIZONTAL VERTICAL HEIGHT W1 W T REBAR REBAR (WALL) REBAR (WALL) 5'-0" 10" 3'-0" 12" #4 @ 9" O.C. E.W. #4 @ 12" O.C. #4 @ 13" O.C. 6'4" 10" 3'-6" 12" #4 @ 9" O.C. E.W. #4 @ 12" O.C. #4 @ 13" O.C. 7'4" 10" 4'-0" 12" #4 @ 9" O.C. E.W. #4 @ 12" O.C. #4 @ 10" O.C. 8'-0" 10" 5'-0" 12" #4 @ 8" O.C. E.W. #4 @ 12" O.C. #4 @ 8" O.C. 9'-0" 13" 5'-9" 14" #4 @ 7" O.C. E.W. #4 @ 12" O.C. #5 @ 8" O.C. 10'-0" 18" 6'-6" 14" #4 @ 6" O.C. E.W. #4 @ 12" O.C. #5 @ 6" O.C. 1. Drainage by Others NNNEWS BF9 2. 4" Concrete slab w/#4 Rebar @ 24" O.C. or 6x6 WWM Q"0IQ 1,1 3. 2" Rigid high density foam insulation-As Required 4. Footing and Reinforcement Per Schedule Below 5. P.T. 2x Plate w/AB Per SW Schedule , Gis1 6. Stem Wall and Reinforcement per Schedule Below AL 7/27/2022 FOUNDATION DETAIL nS I r CANTILEVERED RETAINING WALL HOMES S-02 . 4_ NOT TO SCALE 5 TOP OF SLAB 8 7 a : O NOTE: -Fy = 60 KSI ` -Fc = 2,500 PSI (FTG) J -Fc = 3,000 PSI (WALL)-WEATHERING - -1'-6" MIN. 6 1 - EFP = 35 PCF J 2' MIN. - LEVEL BACKFILL LU 0- = _ 6 m 2 = w II cD _ = J H Q U IHI e III —� _ 1f III— z NO SLAB TF jl , RESTRAINT ILI — — AT BOTTOM - 4 W TALL RETAINING WALL SCHEDULE (RESTRAINED AT TOP ONLY) BACKFILL UNBALANCED MIN. FOOTING HORIZONTAL VERTICAL HEIGHT BACKFILL HT. INFILL W T REBAR REBAR (WALL) REBAR (WALL) 8'-0" 5'-0" 3'-0" 2'-6" 12" #4 @ 9" O.C. E.W. #4 @ 10" O.C. #4 @ 12" O.C. 9'-0" 5'-6" 3'-6" 3'-0" 12" #4 @ 9" O.C. E.W. #4 @ 10" O.C. #4 @ 8" O.C. 10'-0" 6'-0" 4'-0" 3'-6" 14" #4 @ 9" O.C. E.W. #4 @ 10" O.C. #5 @ 9" O.C. 1. Drainage by Others 2. Infill Height TBD on site due to conditions in field. \1v ANNE 8F9 3. Restrained Floor System Per Plan �Q��Q�°` WAS"y�� QPo 4. Footing and Reinforcement Per Schedule Below 5. P.T. 2x Plate w/AB Per SW Schedule 6. Stem Wall and Reinforcement per Schedule Below A 9f�'5160 7. Dowel Rebar into Wall min. 6" ��F�ioMAL 8. #4 Rebar Extended into Slab min. 18" Spacing to match Vertical bar spacing. 7/27/2022 FOUNDATION DETAIL nS I r TALL RETAINING WALL HOMES (AGAINST GARAGE WALL) S-02 . 7 R302.6 Dwelling-garage fire separation NOT TO SCALE The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. TABLE R302.6 DWELLING-GARAGE SEPARATION SEPARATION MATERIAL g From the residence and attics Not less than 1/2-inch gypsum 7 board or equivalent applied to 10 the garage side From habitable rooms above Not less than 5/8-inch Type X 6 the garage gypsum board or equivalent 5 Structure(s) supporting floor/ Not less than 1/2-inch gypsum ceiling assemblies used for board or equivalent 4 3 separation required by this 11 section Garages located less than 3 Not less than 1/2-inch gypsum feet from a dwelling unit on the board or equivalent applied to �I same lot the interior side of exterior 12 III walls that are within this area - I� For SI: 1 inch = 25.4 mm, 1 foot= 304.8 mm. I I II° O II II O I I 1 I 11 II LA 1. Compact fill 2. Foundation per plan 3. Floor system per plan 4. 3/4"T&G subfloor, glued &nailed 5. 2x6 Sole plate 6. Nailing per shear wall schedule 7. 2x6 Studs @ 16" O.C. U.N.O. 8. R-23.5 BIBS Insulation 9. 1/2" GWB sealed to plates per Advanced Drywall Application methods 10. 1/2" GWB or 5/8"Type-X GWB as required-See table R302.6 above-Hang down 1/2" below P.T. sill plate 11. Edge nailing per shear wall schedule 12. 4" Concrete slab on compact fill-Slope 2"to front of home FOUNDATION DETAIL Inspire GARAGE AT HOUSE - HUNG 1 OMES S-03 . 1 Dwelling-garage fire separation. NOT TO SCALE The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. TABLE R302.6 DWELLING-GARAGE SEPARATION g SEPARATION MATERIAL From the residence and attics Not less than 1/2-inch gypsum 10 7 board or equivalent applied to the garage side 6 From habitable rooms above Not less than 5/8-inch Type X the garage gypsum board or equivalent 5 Structure(s) supporting floor/ Not less than 1/2-inch gypsum ceiling assemblies used for board or equivalent 4 3 separation required by this section Garages located less than 3 Not less than 1/2-inch gypsum feet from a dwelling unit on the board or equivalent applied to 13 same lot the interior side of exterior walls that are within this area 11 For SI: 1 inch = 25.4 mm, 1 foot= 304.8 mm. I I II II I ,II III III III. 11�, IIIIIIIII III-IIIIIIIII-III I10 I, I III I;III;III;III;II I, I 1. Compact fill r 2. Foundation per plan ° 3. Floor system per plan 4. 3/4"T&G subfloor, glued &nailed LL- 5. 2x6 Sole plate 6. Nailing per shear wall schedule 7. 2x6 Studs @ 16" O.C. U.N.O. 8. R-23.5 BIBS Insulation 9. 1/2" GWB sealed to plates per Advanced Drywall Application methods 10. 1/2" GWB or 5/8"Type-X GWB as required-See table R302.6 above-Hang down 1/2" below P.T. sill plate 11. Edge nailing per shear wall schedule 12. 4" Concrete slab on compact fill-Slope 2"to front of home 13. Steps as required- By others U.N.O. FOUNDATION DETAIL nS I r GARAGE AT HOUSE - RIM HOMES S-03 . 2_ NOT TO SCALE r � - 13 14 12 17 9 17 10 7 16 15 8 II 7 16 5 \ 6 DETAIL-A -111� 5 /P 18 11111 3 11IIIIIII �_ I I-' 1. Foundation drain as required-home owner responsibility 13. 1/2"or 5/8"Type-X GWB as required- Rest bottom on P.T. U.N.O. sill 2. Foundation per plan 14. 7/16" OSB Sheathing- Hang down 1/2" below P.T. sill 3. Compact fill 15. Edge nailing per shear wall schedule 4. 4"concrete slab on compact fill-Slope 2"toward from of 16. TYVEK Drain wrap under sill wrapped min. 6" up home. Elevation determined on site. sheathing-Slice bottom at 48" O.C. for drainage 5. Garage door buck out shown beyond-See garage slab& 17. TYVEK Drain wrap up entire face of sheathing-Overlap door buck out detail S-05 bottom piece-Tape/Seal all lap splices 6.Anchor bolts per shear wall schedule 18. Finish Grade-Must meet frost depth requirements 7. 6"Sill Seal 8. 2x7 P.T. Sill plate with 1/2" exterior overhang 9. 5-1/2"x 3/4" Shim-Scrap piece of sub floor- Leave gap at anchor bolts 10. 2x6 Sole Plate 11. 2x6 Studs at 16" O.C. U.N.O. 12. R-23.5 BIBS Insulation- If garage to be insulated FOUNDATION DETAIL nS I r GARAGE - EXTERIOR HOMES S-04 GENERAL NOTES: NOT TO SCALE A. The garage floor must be sloped per code (Approx 2° back to front) to ensure proper run off&drainage. The backfill grade should be sloped in the same manner. B. Incorrect grade &poor fill materials may cause settling &cracking. Be sure to use the proper materials when doing the backfill (pit run, pea gravel, crushed rock or dirt with binder rock). DO NOT use clay or soils that could contain wood or roots. After framing is complete, the grade may need to be adjusted due to the fill settling. C. The finished grade should be 4" below the bottom of the garage door trim. If a man door is installed,the finished concrete grade will be flush to the garage door sill &the man door threshold. Install a gasket or sill seal between the bottom of the door trim, and the top of the slab. 6 4 e ° A 1111=III=I"11=III=11I " GARAGE DOOR BUCKOUT&TRIM 4 SLOPE: 2° BACK TO FRONT =11=111=111=1,`I I - `,1=111=111=111=111=111=111=111� �I I -III��III��III��III_ III II1=1I1=1II— I1=1I1=1I1=1I1=1I1=1I1=1I1=1II- IF 2 1-111=111=111=1 =I 1=1 I I—III I I 1=1 I I �.�I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I� II I III—I I I I 1=1 I I_ I�I I 1=1 11=1 1 3 I 11=ar;-.I�:, I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11= -I 11=1 11=1 I I 1 I II 11=I I1=1II II1=1 II III 1 11=111 111 111=111 111 111=111- 111 111=111 11 111111_ I=1 I I III—I 11=1 I I I 11=, �� I I 1=1 I I I I 1=1 I I III I I 1=1 11= �I I I 1=1 I I I I 1=1 I I—III I 11=I -11=1 I I I 11=1 I I III III I I II 11=1 I I I I II 11=1 I I II 11=1 I I I 11=1 I I I 11=1 I1- III III III—III=III I I '�° "�n>I=III III=III I III11=III- =III—III III=III=III=III—I I I—III III—III III _ III III III=1 I I III III=11I 'I III=1 I I III—III III III_ _ _ _ _ _ 11 1=1 III11 L 11111 I I I I I I1 L 1=1 1=1 1-1 1=1 1=1 1=1 1. Backfill grade 2. Backfill/Grade line 3. Pour slab to the outside of foundation wall 4. Top of 4"concrete slab. Elevation determined on site. 5. 2x6 P.T. garage door trimmer stud- Extend to top of footing 6. 5/4"x 6"garage door trim-see general note C DETAIL nSH I r FOUNDATION - GARAGE SLAB & DOOR S _OMES BUCKOUT O 5 NOT TO SCALE Method A-Typical Interior 11 Pony Wall Construction 9 8 10 6 7 5 z T t 3 3 12'' MAX. 24'' 12'' MAX. 1 10 9 8 7 6 5 4 3 2 **Typical Construction** 1 Method A shown above-Studs must align w/joists if using single top plate method 1. Footing per plan 2. Horizontal rebar per plan **Alternate Methods** 3. Sill seal Method B- Use double top plates w/ 4. 2x6 P.T. Sill Plate studs at 16" O.C. -Stud alignment 5. 1/2"x 8"Anchor bolt with 3"x 1/4" galvanized washer at 72" not required w/this method O.C. U.N.O. 6. 2x4 Studs at 19.2" O.C. Method C- Use Double top plates w/ 7. (2) 2x4 Headers on edge under top plate U.N.O. studs aligned w/joists 8. 2x4 Top plate 9. Floor joists per plan Clearance from bottom of footing to 10. Joists blocking (Where required) bottom of headers to be 15-1/2"for 11. 3/4"T&G Subfloor-Glued & Nailed methods B &C FOUNDATION DETAIL nS I r INTERIOR PONY WALL HOMES S-06 NOT TO SCALE z Ufer ground is to be located on same wall as electrical meter&panel z = N oe- 2p; � 3 FOOL;. Door openings are allowed within the 20'-0"distance between vertical rebar for ufer ground 1. 2x7 Sill plate with 1/2" exterior offset 2. (2) #4 Rebar to extend 12"above sole place&placed a min/ of 20'-0"apart 3. Tie#4 rebar to rebar on inside of footing FOUNDATION DETAIL Inspire UFER GROUND OMES S-08 NOT TO SCALE 11 GENERAL NOTES: A. Where there is less than 4'-0"of unbalanced backfill &the foundation wall does not exceed 4'-6", The stemwall is permitted to be 6"thick with (1)#4 cont. rebar within 12" of the top of the foundation wall for seismic design areas D1 &D2 (2018 IBC 9404.1.4) B. Where there is more than 4'-0"of unbalanced backfill, walls must be laterally restrained at top &bottom, or designed by an engineer. (2018 IRC R404.1.4.2) 12 C. Foundation sub-contractor is required to verify step locations with contractor& building department. 1 D. All framed FDN walls are to be sheathed &nailed per shear wall details on each plan.When plans call out a holdown at framed FDN wall, there must be a connection from the FDN to the bottom plate of the main level wall using a 1/2" coupling attached to a threaded rod or ASTM A 307 bolt. Connect to main level DETAIL-A wall bottom plate with holdown per plan (see detail-A) (See detail- B for rim joist application) E.The foundation in this plan is designed prescriptively per 2018 IRC chapter 4. This detail is intended to show the shear transfer from the main level walls to 13 the prescriptive FDN using framed walls that do not exceed 48" in height. If over 48" in height on a braced wall line, entire framed wall area will be counted Rim Joist as an additional story per R602.10.11.3. The footing must be increased in size Option 15 as a multi-story unit per table R403.1(1) on page S-T2 of this packet. 14 F. Framed FDN walls designed per R602.9, section R602.10.11 through section R602.11.2 of the 2018 IRC. 16 DETAIL- B M N FLOOR ABOVE B 17 2' MIN. SPLICE A 15 000a1 ooao oa000a0007o0 ( _ 1 14 1� FEE] 6 2 3 = - -  \ 0 1 18" MIN. 2 3 SPLICE x J L- - - - - - - - - < m � 18 m 1 lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll1111 - _ - - - - - - - J 1. Anchor bolts per plan 12. 1/2" Coupling to threaded rod attachment 2. Cont. #4 rebar per plan 13.Attach top plate of FDN wall to bottom plate of main floor 3. #4 Rebar with 18" splice Typ. with 1/2"threaded rod, nut, &Std. 3"Washer-Attach 4. 2x6 bottom plate sheathing edges at top plates with 8d nails at 4" O.C. 5. 2x7 P.T. Sill plate with 1/2"exterior overhang 14. Sheathing laps top plate- Break at mid point of plate 6. Floor joists per plan (shown beyond) 15.Toe-nail rim joist with 10d nails at 12" O.C. U.N.O. 7. 2x Studs at 16" O.C. U.N.O. 16.Attach sheathing to top plate with 8d nails per shear wall 8. 3/4"T&G subfloor glued &nailed schedule- Nail top plates together with 10d at 12" O.C.- 9. CS16 Each side of splice-48" Long Splices are min. 48"attached with 10d Nails at 6" O.C. 10. Footing step to allow for frost depth-Stagger alignment 17.Top flange joist hanger to hang off of dbl Top plate of the between footing step &stem wall step- Measurement framed foundation wall-Attach hanger and joist per MFR's TBD in field specs 11. Holdown per plan 18.Attach to sole plate with 8d nails per shear wall schedule FOUNDATION DETAIL nS I r STEPPED STEM WALL HOMES S-09 General Notes: NOT TO SCALE A. Refer to table below for installation requirements B. Strap may be bent one full cycle (Horizontal 90'then bent vertical)to aid wall placement, but may cause spalling behind the strap-Spalling may affect load capacity of the strap- Refer to Manufacturer's spec's for table loads C. Any portion of the strap left exposed should be protected against corrosion D. Do not install where a horizontal cold joint exists within the embedment depth between the slab&foundation wall or footing beneath unless provisions are made to transfer the load, the slab is designed to resist the load imposed by the anchor or slabs are poured over concrete block foundation walls E. HDU2 maybe used in place of LSTHD8/STHD10. 7 7 6 6 • 1 1 .. 1 8 8 10 • j �4 4 11 / _ /9 10/ g 2 / / � / =Q 3 3 3 HOLDOWN EMBEDMENT MIN. STUDS NAILING LOADS W/SPALL LSTHD8 OR LSTHD8RJ 8" 2 (20) 16d SINKER <V = FULL LOAD 14" _ .9 TIMES FULL LOAD STHD10 OR STHD10RJ 10" 2 (24) 16d SINKER :54" = FULL LOAD STHD14 OR STHD14RJ 1411 2 (30) 16d SINKER :54" = FULL LOAD 1. Strap per plan-See table above for requirements 6. Corner stud strap installation 2. Install 3"from edge of foundation for full 3-1/2"offset from 7. Double 2x stud strap installation edge of framing. 8. 2x Sole plate 3. Embedment into concrete as required 9. 2x P.T. Sill plate 4. Strap may be bent to aid wall placement 10. Subfloor (see general note B) 11. Rim joist per plan 5. Continuous horiz. rebar ^*--1 HOLDOWN DETAIL Inspire STHD INSTALLATION OMES S- 10 General NOT TO Notes: SCALE A. HDU2 maybe used in place of LSTHD8/STHD10. 00 0 00 0 00 00 3 00 00 1 � HDU2 HDU4 4 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HDU5 HDU8 HOLDOWN ANCHOR BOLT EMBEDMENT MIN. STUDS NAILING HDU2 5/8" DIA. a 2 (6) SIMPSON SIDS 1/4"x 2-1/2" SCREWS HDU4 5/8" DIA. a 2 (10) SIMPSON SIDS 1/4"x 2-1/2" SCREWS HDU5 5/8" DIA. a 2 (14) SIMPSON SIDS 1/4"x 2-1/2" SCREWS HDU8 7/8" DIA. la 3 (20) SIMPSON SIDS 1/4"x 2-1/2" SCREWS a. Embedment dependent on site specific conditions- Refer to MFR. spec's 1. Holdown per plan 2. Anchor bolt as required-See table above for embedment 3. 2x Studs-See table above for min. requirement 4. Floor system per plan HOLDOWN DETAIL Ins I r HDU INSTALLATION HOMES S- 11 General Notes: NOT TO SCALE A. For CS straps, the overall cut legnth of the strap shall be twice the end length-see table below for requirements B. When installing over wood structural panel sheathing, use 2-1/2" long nails min. C. When installing MST straps, splitting may occur in framing members less than 3-1/2" in width- If splitting occurs, use every nail hole on both sides of strap D. Use half of the required nails in each member being connected to achieve the required nailing &loads- Refer top tables below for nailing MST REQUIREMENTS HOLDOWN LENGTH (L) MIN. STUDS NAILING MST27 27" 2 (30) 16d MST37 37-1/2" 2 (42) 16d 4 MST48 48" 2 (50) 16d CS REQUIREMENTS HOLDOWN END LENGTH (L) MIN. STUDS NAILING 5 CS14 15" 1 (26) 10d III III 16" (30) 8d I I 4 CS16 11" 1 (20) 10d 13" (22) 8d •' CS18 9" 1 (16) 10d _ 11' (18) U fA � 3 11 2 alI I I1 4 II I 4 I II I I II I I II I I II I I II I I II I II I I _ J 1. CS Strap per plan 2. MST Strap per plan 3. Nailing not required in rim joist-Add height of rim joist to overall length of strap 4. Studs as required-See table above 5. 7/16" OSB sheathing HOLDOWN DETAIL Inspire CS/MST INSTALLATION OMES S- 12 DO NOT SCALE 14 12 12 11 n Ui Ho 0 �16 ------ 10 3 2 15 5 4 1 4 - J 7 g -------- ------------J 8 9 Foundation Per Plan a 1. 2x wall studs 11. Double top plate (top plate &tie plate) 2. Full height king studs adjacent to header typ. 12. Stagger joints 24" or use splice plates 3. Jack/trimmer studs typ. (2018 IRC R602.3.2) 4. Cripple studs 13. Cut plate tied W/16 gage steel strap 5. 2x6 window sill. Tilt 1/4"toward exterior. (2018 R602.6.1) 6. 2x bottom plate 14. Fireblock around pipe 7. 3/4"T&G subfloor 15. R-23.5 BIBS insulation each stud bay. Leave no gaps 8. 2xP.T. Sill 16. R-10 insulation @ header. Seal all edges 9. Floor system per plan 10. Header per plan. Header to be butted against top plates DETAIL nS I r TYPICAL WALL FRAMING HOMES A-0 1 DO NOT SCALE N 7 7 7 8 6 8 6 8 12 12 12 9 9 9 4 4 4 5 3 ao 10 3 ao 10 3 ao 00 2 2 � 2 � LO °' 13 13 13 1 1 1 11 11 11 Standard Header TYP. 3-1/2"x 7-1/2" Upsized 3-1/2"x 9" Upsized 3-1/2"x Height Header Header 10-1/2" Header When required to upsize the header, it is preferred to move up to a taller beam where possible maintaining the 3-1/2" thickness for insulation purposes. 1. 2x6 Wall studs per plan 2. Approx. 1-1/8" gap above door frame. 3. 2x6 Nailer. 4. Dbl. 7/16" OSB shim. 5. 2x4 spacer. 6. Top plate (when upsizing beam, it may be necessary to remove top plate). 7. Tie plate 8. Header per plan (see label below for specific condition) 9. 7/16" OSB sheathing 10. TYVEK building wrap 11. Exterior door per plan 12. R-10 Rigid foam insulation. 13. Foam seal gap @ top of door frame. DETAIL nS I r TYPICAL EXTERIOR DOOR HEADER HOMES A-02 . 1_ ** When changing to 9' or 10' ceilings and windows ARE DO NOT SCALE upsized 1' or 2', the header height will adjust to accommodate the window size. The sill will remain at the same height as it is with 8 ceilings. If windows are NOT upsized, header height remains as shown in the detail below** 5 5 4 6 4 7 11 7 11 8 8 12 3 12 3 ao � 10 (90 z 10 10 9 � 2 � N (D 9 � 1 w g 2 2 7 9 / 9 / 1 1 Detail -A Standard Header TYP. 3-1/2"x 7-1/2" Upsized 3-1/2"x 9" Height Header Header When required to upsize the header, the 3-1/2"x 9" GLB is preferred over the 5-1/2"x 7-1/2" as it still allows for insulation at the header. 1. 2x6 wall studs @ 16" O.C.Typ. 9. Butyl pan flashing @ window sill. Extend min. 6" up each 2. 2x6 window sill.Tilt 1/4"toward exterior side of window framing. 3. 2x6 nailer. 10. Low-E glazing 4. Top plate (when upsizing beam, it may be necessary 11. R-10 rigid foam insulation to remove top plate) 12. Continuous caulking around top and sides of window. 5. Tie plate DO NOT caulk the bottom of window to allow for 6. Header per plan (see label below for specific condition) drainage in the event of a window seal failure 7. 7/16" OSB sheathing **ALTERNATE** use skip caulk method if sealing 8. TYVEK building wrap. Make standard T' cut and wrap the bottom of the window** sides into window opening, tack on all sides. DETAIL nS I r TYPICAL WINDOW HEADER FRAMING HOMES A-02 . 2_ DO NOT SCALE ti 6 6 6 7 5 7 5 7 11 11 11 8 8 8 4 9 3 9 3 9 3 00 ao ' 2 ' 2 ' 2 0 12 12 12 10 10 10 10 1 1 1 1 Standard Header TYP. 3-1/2"x 7-1/2" Upsized 3-1/2"x 9" Upsized 3-1/2"x Upsized 3-1/2"x Height Header Header 10-1/2" Header 12" Header When required to upsize the header, it is preferred to move up to a taller beam where possible maintaining the 3-1/2" thickness for insulation purposes. 1. 2x6 Wall studs per plan 2. Approx.1/2"-5/8" gap. 3. 2x6 Nailer. 4. 2x4 Spacer(s) 5. Top plate (when upsizing beam, it may be necessary to remove top plate) 6. Tie plate 7. Header per plan (see label below for specific condition) 8. 7/16" OSB sheathing 9. TYVEK building wrap 10. Sliding glass door. 11. R-10 Rigid foam insulation. 12. Foam seal top and sides of door. DETAIL nS I r TYPICAL SLIDING GLASS DOOR HEADER HOMES A-02 - 3_ NOT TO SCALE 13 12 T O9 10 7 15 8 14 6 11 5 3 4 a 0 1. Foundation per plan 9. Header per plan 2. Approximate finished grade 10. Dbl 2x Top plate 3. 2x P.T. Sill plate 11. Holdown per plan- Install per MFR spec's-Requires (2) 2x 4. 3/4"T&G Subfloor, glued &nailed studs min. 5. 2x Sole plate-Nailing per shear wall schedule 12. Edge nailing above holdowns typ. per shear wall schedule 6. 2x6 Studs @ 16" O.C. U.N.O. 13. Edge nailing to top plate&boundary members per shear wall 7. 2x6 King stud as required schedule 8. 2x6 Trimmer stud as required 14. Field nailing per shear wall schedule 15. 7/16" OSB sheathing typ. FRAMING DETAIL Inspire TYPICAL SHEAR WALL ELEVATION OMES A-03 NOT TO SCALE 3 2 5 5 � 4 7 8 6 1. APA rated sheathing with 8d at 6" O.C. at edges& 12" O.C. in field, Typ. U.N.O. 2. Stagger end joints 3. Panel clips as required 4. Strength axis 5. 1/8" Gap recommended at all end &edge joints 6. Trusses per MFR 7. 2x Wall framing 8. 2x Dbl. top plates FRAMING DETAIL nS I r TYPICAL ROOF SHEATHING HOMES A-04 NOT TO SCALE 11 10 2 6 9 Plate Splice at Beam 10 3 7 5 4 2 8 1 6 Typ. Beam to Plate Splice 1. Use B.U. studs for full bridge with shim as required- 7.Where beam breaks the top plate use Simpson ST6215 as Attach with .131"x 3"at 12" O.C. staggered, typ. shown for plate splice 2. (4) .131"x 3" EA side, typ. 8. Beam per plan 3. As required, a Simpson ST6215 may be used in lieu of the 9. Min. (2) 2x cripple studs required lap&nailing shown 10. Continuous double top plate 4. Splice over stud 11. Simpson ST6215 required U.N.O. -Center at beam/plate 5. Use (12) .131"x 3"or(8) .162"x 3-1/2" EA side of splice splice, Strap from top of interference with intersecting 6. Studs per plan wall ^*--1 FRAMING DETAIL Inspire TYP. PLATE SPLICING WITH BEAM OMES A-05 NOT TO SCALE 4 � � 14 t^_ 12 2 11 12 10 , _ 1 1. Floor system per plan 11. .148"x 3" Nails at 12" O.C. 2. Rim joist per plan 12. Edge nailing to top plate per shear wall schedule 3. 3/4"T&G subfloor, glued &nailed 13. Field nailing into rim joist per shear wall schedule 4. 7/16" OSB sheathing 14. .131"x 3" Nails at 8" O.C.-See shear wall schedule for 5. 1/2" GWB LTP connections as required if sheathing is spliced 6. R-23.5 BIBS insulation 7. R-38 insulation at depth of 2x6 wall min. 8. Dbl. 2x Top plates 9. 2x Sole plate 10. Lap upper floor sheathing over rim to splice at upper top plate FRAMING DETAIL nS I r FLOOR TO FLOOR CONNECTION HOMES A-06 NOT TO SCALE 1 4 5 11 10 4 10 DETAIL- B 3 10 2 _ 8 DETAIL-A g (D \ _ \ MID LANDING 3 �^ CONSTRUCTION w 0 z 2 General Notes: U) z Q A. Stairs are to be a min. of 36" in width-Stair risers are to be a max. 2 0- of 7-3/4" high, with a min. tread depth of 10"-All treads must be °r° close to equal height with a max. of 3/8"variance TOP z B. Stair railings shall be 1-1/4"-2"thick&at a min. elevation of 34"&a 00 7 max. elevation of 38"above the tread/landing-There shall be a min. LANDING distance of 27" between railings on both sides-The railing must 00 C? protrude a min. of 1-1/2" into the stairwell &may not protrude into 1 4 M the stairwell more than 4-1/2"-On stairs less than 44" in width, a 10 0 \ 5 single handrail is permissible- Railings shall be continuous unless 10" stairs terminate at a full landing before continuing-A hand rail must N. be provided on all stars with (3) or more risers-On an open railing, Al2 any openings between rail balusters&between stair tread &bottom 10 7-3/4" rail shall be constructed as to NOT allow a 4"sphere to pass through g 13 5 2 MAX. C. All pass under heights shall be no less than 6'-8"from top of tread to finished ceiling/exposed beam BASE D. A landing is required at the top&bottom of each stairway, except at BASIC STAIR 1 LANDING the top of an interior flight of stairs where there is no door swinging CONSTRUCTION over the stairs-The width perpendicular to the direction of travel shall not be less than the width of the flight served-Where the stairway has a straight run, the depth in the direction of travel shall not be less than 36" 1. Dbl. Joist, beam or thickened concrete slab per plan 2. 2x4 Nailer thrust block(notch stringer) with (3) 10d nails at each stringer 10a. Notch stringers&rest on 2x4 ledger-Secure ledger 3. 2x12 Stringer at 16" O.C. with (2) 10d nails at 6" O.C. 4. Stair riser-See general note A 10b. Hang stringers from LVL/beam with Simpson LSC 5. 3/4"T&G Subfloor adjustable stringer connector if there is no wall below 6. 1" Overhang landing to hang ledger-See detail A 7. Stair rail-See general note B 11. A34 Framing anchors at stringer to joist conenction 8. Stair landing-See general note D 12. 2x Soffit nailer- If stairs to have GWB installed under 9. 2x Cripple wall 13. 5/8"Type-X fire rated GWB- If applicable ^*--1 FRAMING DETAIL Inspire INTERIOR STAIR CONSTRUCTION OMES A-07 . 1 EXTENT OF HEADER- DOUBLE PORTAL FRAME (2 BRACED WALL PANELS) NOT TO SCALE EXTENT OF HEADER-SINGLE PORTAL FRAME (1 BRACED WALL PANEL) NN 2'-0"TO 18'-0" aee I e , e � o 7 11 eve n ° I � � ° 8 ° 14 7 I V 13 = I OUj Qi V� SEE �TABLE�� I See notes 9 � o below n O6 12 I �--' I DETAIL-A :: I :• 3 .• . I 2 •••• I 4 4 II II II II cl� � cll 11= II� 1 II II Notes: For plate splice (if needed) panel edges shall occur TABLE R602.10.5 over&be nailed to common blocking &occur within MIN. LENGTH OF BRACED WALL PANELS the middle 24"of wall height-One row of 16d nails Method MIN. LENGTH (Inches) Contributing at 3" O.C. is required in each panel edge (See Table 8' 9' 10' 11' 12' length (inches) R602.10.4) Refer to 2018 IRC R602.10.6.2 Supporting 16 16 16 18c 20c 48 roof only 1. #4 Rebar at(3) places PFH Supporting 2. Min. (2) 1/2"anchor bolts- Refer to plans for specific one story& 24 24 24 27c 29c 48 requirements roof 3. Dbl. 2x sill plate 4. Holdown per plan 9. Fasten top plate to header with (2) rows of 16d sinker 5. 7/16" Min. OSB sheathing nails at 3" O.c.Typ. 6. Min. 2x4 wall framing 10. Fasten king stud to header with (6) 16d sinker nails 7. Fasten sheathing to header with 8d common or galvanized 11. Min. 3"x 11-1/4" header box nails in 3"grid pattern as shown &3" O.C. in all framing 12. Min. dbl. 2x4-See plans for specific requirements -Studs, blocking &sills Typ. 13. King stud as required 8. 1000 lb. Strap opp. sheathing-LSTA24 Min. 14. Typ. Portal frame connection FRAMING DETAIL nS I r PORTAL FRAMING HOMES A-09 DO NOT SCALE DISTANCE(D) SHEATHING NAILING POST SIZE EMBEDMENT(E) FIELD 8d @ 8"O.C. RIDGE N/A 10'-1"-16'-0" PER PLAN EDGE 8d @ 4"O.C. 8x8 48"IF REG. RIDGE N/A 16'-1"-22'-0" MIN.5/8" EDGE 8d @ 4"O.C. 8X8(MIN.) 48" FIELD 8d @ 8"O.C. RIDGE 8d @ 4"O.C. ADD SOFFIT OVER ENTIRE CEII ING, rl— GENERAL NOTES: 5 II II I,I II LI 5 II II 6 5 II �►II A. On porch spans over16'-0", the beam 7 1 I1 II 4 II iI II II h must be pocketed into the exterior wall and °I strapped as required. B. On porch post embedment, the footing JL shall be minimum required to support the 5 7 load. The top of the footing shall be the depth of the required embedment below grade. The post footing may be poured at 3 the time of the foundation, and the concrete (D) for the embedment may be poured during flatwork. C. All edges of plywood need continuous blocking to receive nailing pattern and Nails 1 should be galvanized. ** Detail below required on porch spans of 16'-1"to 22'-0" 8 = = = only. Refer to Table above for - — II II I req uirements** I I I � III III III III III III III III III III III t2 w J 8 IIIIII T ICI II ICI II 1. Exterior wall 10 2. Manufactured truss @ 24" O.C. 2 5 3. Post as required (see table above) 4. Beam per plan (see general note A) 5. Nailing as required (see table above) 6. Blocking @ ridge as required (see table above and Detail-A) 7. 2x sub fascia 8. Footing per plan. 10 9. If embedding post, refer to general notes and table above. e 10. 4x4 blocking @ ridge for nailing. Bevel top to match roof pitch. DETAIL-A Alternate: use (2) 2x4 nailed together. Bevel top to match roof Pitch. (See Detail-A) ^4--1 DETAIL Inspire PORCH COVER FRAMING REQUIREMENTS OMES A- 1 1 NOT TO SCALE 11 4 0 5 10 6 • 12 11 8 . Detail -A 10 9 8 6 \ 7 O 12 ' —III�III�III��:• . =1 I I=1 I I=1 I I° • .� ° IIIIII—III III—III—III i I I IIIII I a ::p 1. Foundation per plan 8.Joist Hanger as required 2. Floor system per plan 9. Deck Joists per plan 3. Exterior wall 10. Decking 4. 7/16" OSB sheathing 11. Siding per plan 5. TYVEK building wrap 12. Top flange joist hanger 6. 2x P.T. Deck ledger installed over TYVEK-Attach ledger with lag bolts per R507.2, R507.9.1.3, and R507.9.2 7. Caulking along top edge of ledger FRAMING DETAIL Inspire TYP. DECK LEDGER OMES A- 1 3 . 1 NOT TO SCALE 13 13 12 12 11 11 14 14 10 9 10 9 00 � 00 5 5 — — — 4 2 -` -- �-�! — — — 4Az 2 � 3 c 3 c N N 15 6 7 8 1 15 6 7 8 1 FRAMED WALL BELOW CONCRETE STEM WALL BELOW 1. Floor system per plan 9. 3"Tall back flashing 2. Rim joist per plan 10. Decking 3. 2x P.T. deck ledger per plan 11. Exterior wall 4. Attach ledger with lag bolts per R507.2, R507.9.1.3, and 12. 7/16" OSB sheathing R507.9.2 13.TYVEK Building wrap 5. Approved joist hanger 14.TYVEK Butyl flashing tape 6. Deck joists per plan 15. DTT2Z optional in place of DTT1 Z-Min. (1)within 24"of 7. DTT1 Z or equivalent holdown device (min. 750 lb ledger¬ greater than 20' spacing-Attach to joists, capacity)at min. (4) locations evenly distributed along blocking and deck joists with 1/2"threaded rod deck with (1)within 24"of each end of ledger 8. 3/8" Dia. fully threaded lag screw predrilled with min. 3" penetration to center of plate, studs or header FRAMING DETAIL nS I r DECK LEDGER AT RIM JOIST HOMES A- 1 3 . 2_ General Notes: NOT TO SCALE A.The beam &joist to post connections shown are required on all posts for lateral restraint where a deck is 9 installed 3 B. Lag boltsfFimberlock®screws used at the connections 5 7 shown are to have a horizontal &opposing stagger to 1 mitigate any interference as well as potential post splitting issues C.The dimensions shown are general guidelines to follow 4 4 in the field to achieve a desired look&design style- A_ _ Actual dimensions are permitted to vary in the field so �— — — — — — — — — — — — long as the general design aesthetic is achieved 9e 2 5 TOP VIEW 8 1 1 6° 3 6 4 91, 4 6 i to a 7 2 ® o Figure 8A.Post-to-Beam Attachment Figure 9.Prohibited Post-to-Beam Attachment 7 Requirements. Condition. (z)J4^diamete. 3 single 3'or 4' fhmu9Abolis final or double wXh washers 1 20 nominal beam �- beam mus 6 bearfulry on �- notwad ma 5 U,min. Through-hobis, Note:Support of beams w/ lag screws,or fasteners only Is prohibited, nails. Bearing is required.See Figure 8A I I I FRONT VIEW TypimlPost At Splice SIDE VI W 1. Deck post per plan- Refer to table R507.8 on page A-T5 for 6. Deck surface/planking requirements 7.1-ag bolt/Timberlock@ shown beyond to illustrate opposing 2. Rim joist-Match joists used for deck joists stagger on opposite side of post-See general note B 3. 2x P.T. Deck Joists per plan 8. Optional decor shown- Not required 4. Attach joists to both sides of post with (4)Timberlok® 9.Additional post as required for multiple post connection screws 5. Dbl. 2x12 P.T. Beams-Attach (1) on each side of post with (6)Timberlok®at 4: O.C. or 1/2" lag bolts at 4" O.C. - Stagger screws/bolts as shown-See general note B /�� FRAMING DETAIL Ins I r DECK BEAM & POST CONNECTIONS HOMES A- 1 4 DO NOT SCALE 3 2 3 3 5 2 6 4 6 5 Outside Corner Inside Corner 1 4 1. 2x Wall Stud Typ. 2. 2x Nailer for Sheathing 3. GWB Per Plan Typ. 4. 7/16"Wall Sheathing Typ. 5. Strap Per Plan (If Required)-See detail S-10, S-11, S-12 6. Nailing Per SW Schedule DETAIL inspire STANDARD CORNER FRAMING OMES A- 1 7 NOT TO SCALE i I i A 2 3 B 4 1 — 3 -III III III III III III III \ i/ III TH III U III III III III III III 111 iII III IIT�ITI III III III III III III III III III II C 3 HUC48-Use with -4x8 beam 2 -3-1/2"x 7-1/2" GLB HUCQ410-Use with -4x10 beam 5 °®� 6 -3-1/2"x 9" GLB -3-1/2"x 10-1/2" GLB e °° HUCQ412- Use with -4x12 beam 1 -3-1/2"x 12" GLB HUC68-Use with -6x8 beam 2 5-1/2"x 7-1/2" GLB HUCQ610- Use with -6x10 beam -5-1/2"x 9" GLB BC4- Use with 4x4 post ABU44- Use with 4x4 post -5-1/2"x 10-1/2" GLB BC46-Use with 4x6 post ABU46- Use with 4x6 post HUCQ612- Use with -6x12 beam BC6- Use with 6x6 ABU66- Use with 6x6 post -5-1/2"x 12" GLB ABU88- Use with 8x8 post *Contact general contractor if size not listed* Post to beam connection Post base connection Beam to beam connection Detail - A Detail - B Detail - C 1. Footing per plan 2. Post per plan 3. Beam per plan 4. Exterior wall 5. BC Connector-See detail A for sizing 6. ABU Connector-See detail B for sizing 7. HUC Connector-See detail C for sizing FRAMING DETAIL Inspire POST & BEAM CONNECTIONS OMES A- 1 8 DO NOT SCALE 8 8 1 — — ----- U_ 5 _ _) N _ _ _ _ 4 — TOP VIEW Detail applies to 2x4 and 2x6 interior DETAIL-A ' v walls. 2x4 Wall connection shown. 1. Interior wall per plan. 2. 2x6 Exterior wall. 3. 2x4 Ladder blocking. 4. Nailing (as required). 5. Continuous insulation in all bays. 6. Toe nailing @ wall connection. 7. 2x bottom plate. 8. Dbl. Top plates. FRAMING DETAIL Inspire INTERIOR TO EXTERIOR WALL CONNECTION OMES A-20 5 4 Ice Barrier to Extend 24" Over NOT TO SCALE 3 2 Living Space (If Required) 1 1 2 3 4 5 6 13 ROOF LAYER n CONSTRUCTION 00 10 I 13 16 M 1 c� 11 9 I 7 I I $ ) I ) I I I l I l 14 15 18 19 20 12 22 — 15" TRUSS HEEL _ — DESIGN Truss Tail 16 1/2" — Soffit Opening — 1 23 � ci 7 PITCH SOFFIT DEPTH (D) �_ 16 4/12 3 3/8" a. Negative dimensions "-D" in this *5/12 *2" b table represent soffit heights 6/12 5/8" below the top plate of wall 7/12 -5/8" b b. "*'denotes INSPIRE homes 1511 standard roof pitch-All truss 18 8/12 -2 1/8" b designs will be based off of this 22 9/12 -3 1/2" b standard U.N.O. per this table 21 10/12 -4 7/8" b 23 1. Manufactured raised heel truss at 24" O.C. DETAIL-A 2. Roof sheathing per plan with 8d nails at 6" O.C. edge & 12" O.C. field 14. 16" LP Vented soffit 3. Ice&water shield (if required)-Extend 24"over living 15. Attach to framing with (2) 16d nails at 24" O.C. space 16. Truss heel Flush with Exterior side of wall. 4. Synthetic roof underlayment 17. Not Used 5. Architectural class B (min.) composition roof shingles 18. Simpson H2.5A hurricane tie at each truss-Opt. 6. Insulation baffle with 1"air gap above Simpson H2.5T, SDWC15600 or 6"Timberlok screw 7. 2x8 Truss blocking at Every Other Bay Only 19. 1/2" or 5/8" Sag resistant GWB 8. 2x Nailer 20. R-49 Attic insulation 9. 2x4 Sub fascia 21. Exterior wall 10. Metal drip edge/flashing 22. Split OSB sheathing at mid-point of upper top plate 11. 5/4"x 6" Fascia 23. TYVEK Building wrap to extend to bottom of truss top 12. Continuous gutter per plan chord 13. 8d Edge nailing ROOF DETAIL nS I r TYPICAL TRUSS TO TOP PLATE HOMES R-01 . 1_ 4 5 NOT TO SCALE 3 2 1 Ice Barrier to Extend 24" Over Living 2 Space (If Required) 3 4 5 1 9 ROOF LAYER CONSTRUCTION 6 7 9 ao 10 I I I I I I I I I I I I I I N 11 8 21 13 14 15 14 12 18 19 20 15" Standard j Porch depth 16 _ overhang per plan Depth of Porch Cover Per Plan + Standard Overhang PITCH SOFFIT DEPTH (D) 4/12 3 3/8" a. Negative dimensions "-D" in this *5/12 *2" b table represent soffit heights 6/12 5/8" below the top plate of wall 7/12 -5/8" b b. "*'denotes LEXAR homes 8/12 -2 1/8" b standard roof pitch-All truss 9/12 -3 1/2" b designs will be based off of this 10/12 -4 7/8" b standard U.N.O. per this table 1. Manufactured raised heel truss at 24" O.C. 2. Roof sheathing per plan with 8d nails at 6" O.C. edge& 12" 11. 5/4"x 6" Fascia O.C. field 12. Continuous gutter per plan 3. Ice&water shield (if required)- Extend 24"over living space 13. 16" LP Vented soffit 4. Synthetic roof underlayment 14. Soffit nailing to bottom chord of truss 5. Architectural class B (min.) composition roof shingles 15. Enclosed soffit material 6. Insulation baffle with 1"air gap above 16. 7/16" OSB Sheathing 7. Manufactured truss blocking over wall-Caulk/Air seal all 17. Exterior wall edges of blocking 18. Simpson H2.5A hurricane tie at each truss-Opt. 8. 2x4 Sub fascia Simpson H2.5T, SDWC15600 or 6"Timberlok screw 9. 8d Edge nailing 19. R-49 Attic insulation 10. Metal drip edge/flashing 20. 1/2" or 5/8" GWB 21.A35 @ 24" O.C. U.N.O. Per Plan ROOF DETAIL Insp I r CANTILEVERED PORCH COVER OMES R-0 1 . 4 10 11 12 13 14 DETAIL-A 9 15 25 6 13 1/2" 22 OVERHANG 16 23 A 24 18 5 � �li 16 ( ii �li 11 i �l 17 I 4 I I I I 191 I I I I I I 18 I I 21 3 (D2 DETAIL-C1 DETAIL-C2 DETAIL- C3 26 27 28 X) 13 1/2" 13 1/2" 13 1/2" OVERHANG OVERHANG OVERHANG 1. 7/16" OSB Sheathing 15. Pre-manufactured trusses at 24" O.C. 2.TYVEK Building wrap 16. Strongback gable webs as required by truss MFR. -See 3. 8d Edge nailing per shear wall schedule details A& B 4. Gable end truss 17. Simpson A35 clips at 24" O.C. or 10d toe nailing at 6" O.C. 5. Sheath gable end with OSB - Edge nail at 6" O.C. 18. Dbl. Top plates Typ. 19. R-49 Attic insulation 6. Frieze Board Per Plan 20. 1/2" or 5/4" GWB at ceiling 7. Not Used 21. Exterior wall 8. Not Used 22. 2x4 Bracing if required by truss MFR. 9. Fascia Per Plan 23. 16d Nailing at 16" O.C. 10. Outlookers-Extend to next truss. See Detail Cl- 24. Truss bottom chord C3. Add Blocking As Required Between 25. Truss top chord Outlookers. 26. 2x4 Outlookers (Flat)@ 48"o.c. - Up to 65 Lb Snow Load 11. Roof sheathing per plan 27. 2x4 Outlookers (On Edge) @ 24"o.c.-Up to 120 Lb Snow Load 12. 8d Edge nailing 28. 2x6 Outlookers (On Edge) @ 24"o.c.-Up to 150 Lb Snow Load 13. Synthetic roof underlayment (Requires Min. 8" Fascia) 14. Composition roof shingles /^1 ROOF DETAIL nS I r GABLE END FRAMING - EXPOSED OUTLOOKERS HOMES R-03 . 2 5 14 13 8 NOT TO SCALE 11 5 II 1 II 4 QI 10 O2 g O2 7 \ EQ I I � � 12 EQ � O 9 O 7 13 6 6 XV Li 3 PORCH COVER TO TYPICAL END OF PORCH HOUSE CONNECTIONS COVER CONNECTIONS AT GABLE END 5 14 13 16 17 21 3 15 FZ z_ II I I I x x x 18 1 19 1 1 1 13 PORCH COVER TO MULTIPLE POSTS AT HOUSE CONNECTIONS END OF PORCH COVER AT EAVE END (VIEWED FROM TOP) 1. GLB Beam per plan 12. If bottom chord of truss is vaulted, Balloon frame wall 2. GLB Rafter plan below to truss bottom chord 3. Post per plan w/1/2" Notch For Positive Bearing 13. OSB sheathing per plan-Ensure flush transition from 4. 5-1/2"x 5-1/2" GLB Post and webs OSB roof sheathing to T&G 5. 2x T&G nailed to GLB Rafters w/.148xX at 6" O.C. 15. Provide 2x6 ledger at base of wall-Attach ledger to 6. Hang side beams from front beam w/HUCQ hanger- trusses w/(2) 16d nails Bear front beam on posts 16. 2x4 wall built on top of 2x6 ledger- Provide B.U. studs or 7. Attach post to beams w/(2) 6"Timberlok Screws 4x6 post at ridge beam location to accommodate hanger 8. Attach GLB Rafters to beams w/(2) 6"Timberlok 17. Overframing per detail R-9 Screws 18. Trusses per MFR 9. Attach center post to beams w/(4) 6"Timberlok 19. Attach posts&beams per detail A-17 Screws 20. Front beam to hang from side beams w/HUCQ hanger 10. Structural end truss per MFR aligned to outside of wall 21. Side beams to extend a min. of 11" past front beam - Ridge beam to hang from truss 22. All exposed wood to be protected per 2018 IRC section R317 11. Attach rafters to all vertical truss webs w/(2) 6" Timberlok Screws ROOF DETAIL Inspire GLB TIMBER FRAMED PORCH COVER OMES R-08 . 1 NOT TO SCALE EXAMPLE CONDITION 3 4 2 5 6 1 1 1 1 7 1. Roof truss per plan 2. Roof sheathing per plan 3. Flashing as required 4. 7/16" OSB sheathing 5. 8d Edge nailing at 6" O.C. 6. Attach top chords of lower truss with (2) 16d nails at each upper truss web 7. Attach truss bottom chords with (2) .131"x 3" nails (min.) at 24" O.C. ROOF DETAIL Inspire LOWER ROOF TO UPPER ROOF TRUSS -.MES EXPOSED OUTLOOKERS R-09 . 2_ B NOT TO SCALE d O w d q 9 11 q d w 2 B Plan View 2 2 O 00 00 c - c -0 3 1 � = 3 5 = 5 7 6 4 4 7 Section A Section B 1. 3/4"T&G Subfloor-Platform Size Per Plan 2. Truss Per MFR 3. 2x6 DF#2 Beam 4. 2x4 Supports Attached to Each Side of Truss and Upper 2x6 — 5. Attach 2x4 Supports using (3) 8d-3-1/2" Nails on Each End. Stagger as Shown. 8 6. Allow for Same Insulation Depth as Remainder of Attic. 7. Min. 2x6 Bottom Chord at Platform Area Only-Verify with Truss Manufacturer. 8. OPTIONAL-Truss Company To Provide Platform Support with a Parallel g Bottom Chord of truss. 9. Furnace Placed On Platform- Place furnace to Allow Min. 30"x 30"Area in Optional Front of Locations where Access is Required Per M1305.1.3. TBD in Field. 10. Provide Light and Switch in Accordance to M1305.1.3.1. - Locations Determined in Field. 11. Preferred Attic Access Location.Offset Truss 1-1/2"to allow for Min. 22"Wide Access. Exact Location Per Plan. Provide Walkway per M1305.1.3 As Required. ^*--1 MISCALLANEOUS DETAIL Inspire FURNACE PLATFORM IN ATTIC OMES M -02