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[PDF]ALTERNATE BRACE WALL PANEL-METHOD ABW FIGURE 2021-11-4 · All alternate braced panels shall be supported directly on a foundation,continuous across the entire length of the braced wall line. Minimum footing is 12”x12”. A turned down slab shall be permitted at door openings. The foundation shall be reinforced with .[PDF]R602.10.6.1 Alternate braced wall panels.2020-10-6 · R602.10.6.1 Alternate braced wall panels. Alternate braced wall lines constructed in accordance with one of the following provisions shall be permitted to replace each 4 feet (1219 mm) of bracedwall panel as required by Section R602.10.4. The maximum height and minimum width of each panel shall be in accordance with Table R602.10.6: 1..Method ABW: Alternate Braced Wall Panels | UpCodesR602.10.6.1 Method ABW: Alternate Braced Wall Panels. Method ABW braced wall panel s shall be constructed in accordance with Figure R602.10.6.1. The hold-down force shall be in accordance with Table R602.10.6.1. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 .[PDF]BRACED WALL PANELS (BWP) - NetCad Drafting2007-6-20 · osb alternative method 32” panels mix and match hold-downs other requirements §602.10.5 continuous osb 24”, 27”, 30” panels no mix and match no hold-downs overlapped corners §602.10.3&4 methods 1-8 48” panels 12’ from corners 25” o.c. mix and match engineered shear walls no calcs, site specific spec analysis method spec a.b. and 文件大小: 572KB.[PDF]IRC Intermittent Bracing Methods2021-2-3 · Alternative Braced Wall Panel Construction Options Portal Frame with Embedded Strap Holdowns - Construction Options for Concrete Foundations • Can be installed anywhere along a braced wall in 1 and 2 story applications adjacent to a window or door opening with full length header. • 16" Minimum width for 1-story buildings..[PDF]BUILDING SAFETY EXAMPLE OF A PRESCRIPTIVE HOUSE 2020-7-31 · ABW Alternate braced wall panel min. 2'-8" 0'-0 3/8" One story 8d First of two stories 8d common 6" edges, 12" field 4" edges, 12" field (2) 1,800 pounds (2) 3,000 pounds PFH portal frame with hold-downs 0'-0 3/8" 8d common or galvanized 3" in all framing (studs, blocking and sills) typ. Intermittent Bracing Methods (2) 3,500 pounds 4'-0" WSP .Community Development – City of AtwaterCommunity Development.[PDF]IRC Wall Bracing - Applied Building Techon wall lines that are required to resist racking loads, known as “braced wall lines1”. For simplicity, building codes have developed prescriptive bracing strategies that look only at designated “braced wall lines” and individual “braced wall panels” on those braced wall .[PDF]Framing and Bracing CAD Details2009-12-20 · panel end stud j t/ '\: capacity. --NEL anel end stud capacity. \,~ i Wi II: dEl ~ II <1 <1 d <l d 8 <l <1 d d " <1 <1 <1 " <1 <1 d " <l <1 <l BRACEPA 3/8" min. plywood 8d common orgalv. box n @ 6" panel edges & 12" intermediate supports. Tie-downdevice @ each w/1 ,800 pounds min. uplift Alternate Brace Pane Tie-downdevice @ each p w/1 ,800 .[PDF]Custom Home Design Plan #211 By SDS-CAD Specialized 2019-4-8 · BRACED WALL PANEL PROVIDE (2) STRAPS FOR B.W.P. ALTERNATE BRACE WALL PANELS Concrete: 1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans. 2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5" maximum slump. 3. Reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter

[PDF]Alternate Braced wall panel - Tehama County2021-6-23 · ALTERNATE BRACED PANEL DETAIL PER UBC Requirements for panels on one-story buildings Not allowed above first story 2’ 8” min. Double 2 x top plate Header sized for load APA rated min. 3/8” plywood sheathing applied to one face with 8d nails @ 6” O.C. edges and 12” O.C. field; Microsoft Word - Alternate Braced wall panel.doc.[PDF]DEPARTMENT OF PLANNING & BUILDING TYPICAL2014-7-21 · Where joists are perpendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. VI. Alternate braced wall panels. Any braced wall panel required by Section 2308.9.3 may be replaced by an alternate braced wall panel constructed in .[PDF]WP Construction SDS-CAD Specialized Design Systems2019-4-8 · TYPICAL ALTERNATE BRACED WALL PANEL (ABWP) HPAHD straps for all (ABWP) Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels INSTALLATION CORNER SINGLE POUR HPAHD Simpson Strong-Tie CORNER OF STRAP TO CORNER DISTANCE FROM EDGE 10 SLOPE TO OUTSIDE 4" CONC. SLAB GARAGE TYPICAL SECTION TRUSSES @ .[PDF]Architectural - img1.wsimg2020-6-19 · alternate braced wall panel detail 1 s4.0 typical dead man detail 3 s2.0 typical overdig detail at basement slab 6 s2.1 column and pier pad schedule (sheet s2.0) x alt. apa narrow wall bracing method without hold-downs 1 s4.0 detail references structural garage slab / wall section 3 s2.1 structural garage slab pier pad detail 2 s2.1 typical .[PDF]Adjacent to a Door or Window Opening (IRC R602.10.6.2)2021-11-4 · Alternate braced wall panels constructed in accordanc e with one of the following provisions are also permitted to replace each 4- feet of braced wall panel as required by Section R602.10.6 for use adjacent to window or door opening, with a full-length header. 1. In one-story building, each panel shall have a length of not less than 16-inches .[PDF]IRC Wall Bracing: A Guide for Builders, Designers and 2020-11-22 · IRC Wall Bracing: A Guide Page 3 manner, offsets can affect braced wall panel location and, thus, the layout of openings for windows and doors in a series of braced wall lines on a given building side (elevation). Braced Wall Line Spacing (R602.10.1.1) – Braced wall line spacing establishes the amount of racking load that must be resisted by the two or more parallel braced wall lines in each .[PDF]GARAGE MAIN FLOOR PLAN - SDSCAD2019-4-8 · TYPICAL ALTERNATE BRACED WALL PANEL (ABWP) HPAHD straps for all (ABWP) Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels INSTALLATION CORNER SINGLE POUR HPAHD Simpson Strong-Tie CORNER OF STRAP TO CORNER DISTANCE FROM EDGE 6 SLOPE TO OUTSIDE 4" CONC. SLAB GARAGE TYPICAL SECTION TRUSSES @ .Community Development – City of Atwater16″ Alternate Braced Wall Panel Detail Framing and Footing Details 2′-8″ AlternateFront Bracing Detail: Engineering Division. The Engineering Division provides for the administration and management of a full spectrum of activities including capital planning, engineering and design of public facilities and utilities, and public improvement .[PDF]Alternate Method 97-01 - Oregon2021-4-28 · exterior braced wall line required by Section R602.10. A braced wall line shall consist of braced and or alternate braced wall panels that meet the requirements for location, type, and amount of bracing specified in the associated tables in Section R602.10 and are in .[PDF]Framing and Bracing CAD Details2009-12-20 · panel end stud j t/ '\: capacity. --NEL anel end stud capacity. \,~ i Wi II: dEl ~ II <1 <1 d <l d 8 <l <1 d d " <1 <1 <1 " <1 <1 d " <l <1 <l BRACEPA 3/8" min. plywood 8d common orgalv. box n @ 6" panel edges & 12" intermediate supports. Tie-downdevice @ each w/1 ,800 pounds min. uplift Alternate Brace Pane Tie-downdevice @ each p w/1 ,800

[PDF]Alternate Braced wall panel - Tehama County2021-6-23 · ALTERNATE BRACED PANEL DETAIL PER UBC Requirements for panels on one-story buildings Not allowed above first story 2’ 8” min. Double 2 x top plate Header sized for load APA rated min. 3/8” plywood sheathing applied to one face with 8d nails @ 6” O.C. edges and 12” O.C. field; Microsoft Word - Alternate Braced wall panel.doc.[PDF]Southwest Washington Chapter of ICC2011-6-24 · 1 story 2'-8" raised floor alternate braced wall panel dwg by lgn 2'-8" min 3x minimum framing member required 3/8" plywood sheathing @ one side edge nailing 8d @ 6" o.c. field nailing @ 12" o.c. approved manufactured hold down anchor bolts one (1) story 2'-8" alternate braced wall panel design on a raised floor hold down device capable of.Wall-Bracing Alternatives to Help Designers and Builders Panel heights up to 12′. Minimum full wall lengths per braced panel of: o 48″ for up to 10′ walls o 53″ for 11′ walls o 58″ for 12′ walls; Table R602.10.4. Method WSP is also shown in Detail 1 of detail sheet WBW1 in our wall bracing detail sheets. I provide them in .[PDF]Architectural - img1.wsimg2020-6-19 · alternate braced wall panel detail 1 s4.0 typical dead man detail 3 s2.0 typical overdig detail at basement slab 6 s2.1 column and pier pad schedule (sheet s2.0) x alt. apa narrow wall bracing method without hold-downs 1 s4.0 detail references structural garage slab / wall section 3 s2.1 structural garage slab pier pad detail 2 s2.1 typical .[PDF]DEPARTMENT OF PLANNING & BUILDING TYPICAL2014-7-21 · Where joists are perpendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. VI. Alternate braced wall panels. Any braced wall panel required by Section 2308.9.3 may be replaced by an alternate braced wall panel constructed in .[PDF]CHAPTER 6 WALL CONSTRUCTION - ecodes.biz2011-11-18 · Table R602.10.3 Effective Lengths For Braced Wall Panels Less Than 48 Inches In Actual Length (Brace Methods DWB, WSP, SFB, PBS, PCP And HPSa). Reserved. R602.10.3.1 Adjustment of length of braced pan-els. Reserved. Table R602.10.3.1 Minimum Length Require-ments for Braced Wall Panels Reserved. R602.10.3.2 Method ABW: Alternate braced wall .[PDF]Technical Evaluation Report TER 1101-01 - DrJ CertificationAlternate PFH Portal Frame: 5.2.1 An alternate PFH Portal Frame was developed to see if an equivalent replacement of the 4’ x 8’ Method WSP Braced Wall Panel could be achieved (see Figure 3, Figure 4, and Figure 5). 5.2.2 Two (2) 23' braced wall lines were framed using standard code-complying framing techniques with SPF top.[PDF]DRAFT Construction Guidelines for Single Family 2012-4-26 · • typically 4’ x 8’ section of wall: studs at 16”oc, ⅜” ply or OSB, edge nailed at 6”oc, field nailed at 12 oc, sill nailed at 6 oc, frieze blocks/rims nailed at 6”oc or clipped at 24”oc • 4’ minimum width, 10’ maximum height, except at alternate braced wall panels and .[PDF]2018 International Residential Code Changes Related to 2019-2-22 · • The application of wall bracing tables was clarified, adding horizontal blocking as an item number for wall bracing length adjustments for wind and seismic, and adding alternate braced wall (ABW), portal frame with hold-downs (PFH), and portal frame at garage (PFG) bracing methods to the seismic bracing table [RB230-16 AM, RB231-.Bracing Narrow Garage Walls | Builder Magazine2006-5-25 · For a wall of a given length, a builder must provide a certain amount of bracing at specified locations. “But the code has always required a 4-foot-wide segment to count as bracing,” says

[PDF]Southwest Washington Chapter of ICC2011-6-24 · 1 story 2'-8" raised floor alternate braced wall panel dwg by lgn 2'-8" min 3x minimum framing member required 3/8" plywood sheathing @ one side edge nailing 8d @ 6" o.c. field nailing @ 12" o.c. approved manufactured hold down anchor bolts one (1) story 2'-8" alternate braced wall panel design on a raised floor hold down device capable of.Alternate Braced wall panel (IBC 2006 2308.9.3.2) - 2010-10-5 · RE: Alternate Braced wall panel (IBC 2006 2308.9.3.2) msquared48 (Structural) 5 Oct 10 14:23 As opposed to using the Strong Wall, which is much more expensive than using normsal shearwall framing, most of the contractors I have dealt with over the years preferred to raise the stem wall..[PDF]Shear wall Design in Residential Construction: A 2021-10-13 · Hardboard Panel Siding Alternate Braced Wall Because of the relative complexity of choosing and analyzing braced-wall sections per the IRC, the Engineered Wood Association (APA) published A Guide to the IRC Wood Wall Bracing Provisions (APA 2009). This publication walks the designer through the.Strong-Wall Bracing Selector V1: Tutorial2017-10-12 · The alternate braced-wall-panel requires a continuous foundation across the length of the braced-wall line that is reinforced with a minimum of one #4 rebar top and bottom. Cast-in-place SWAB and SSWAB anchorage solutions are designed based on ACI 318-11 Appendix D assuming uncracked concrete and no supplemental reinforcement..[PDF]Frequently Asked Questions/UDC Wall Bracing 2017-5-17 · minimum width of a braced wall panel the wall height is measured from the bottom of the bottom plate up to the underside of the roof deck/diaphragm. Per 321.25(8)(c)7. If the height of the braced wall panel exceeds 12’ it can have a maximum height-to-width ratio of 2.5:1. When using Tables 321.25-I and J to determine the required amount of .[PDF]Strong-Wall Shearwalls Prescriptive Design Guide2018-10-9 · In general, braced wall panels shall be spaced 25' on center maximum and begin no more than 12'-6" from the end of the braced wall line. Braced wall panels may be offset out-of-plane up to 4' from the braced wall line with the total out-to-out offset limited to 8'. There are additional braced-wall-panel-location requirements for higher SDC..[PDF]In-plane racking tests of continious sheathed wsp wall 2014-9-30 · and Braced Wall Panels Under the AC269.1) (ICC-ES, 2013) provides criteria IRC (intended to provide alternative proprietary sheathing panel manufacturer with a means to evaluate whether their product performs in a manner consistent with CS-WSP bracing. The criteria include a series of in-plane wall racking tests that address a range of different.[PDF]DRAFT Construction Guidelines for Single Family 2012-4-26 · • typically 4’ x 8’ section of wall: studs at 16”oc, ⅜” ply or OSB, edge nailed at 6”oc, field nailed at 12 oc, sill nailed at 6 oc, frieze blocks/rims nailed at 6”oc or clipped at 24”oc • 4’ minimum width, 10’ maximum height, except at alternate braced wall panels and .[PDF]Let’s discuss IRC’s wall requirements and talk at length 2018-9-25 · including prescriptive braced wall lines as addressed by the IBC/IRC. An introduction to engineered shear wall design, location, and inspection points is offered. Throughout, this eCourse demonstrates how AF&PA’s new Wood Frame Construction Manual addresses these topics for one-and two-family dwellings. 4.[PDF]Town of Fountain Hills Building Safety Division One and WALL R-VALUE MASS WALL R-VALUE FLOOR R-VALUE SLAB VALUE & DEPTH 2-B 0.40 0.65 0.25 38 13 4/6 13 0 Plans shall include notes and detail for all Mandatory provisions of Chapter 11 Energy. Specify and detail all mandatory items on building sections, floor

Alternate Braced wall panel (IBC 2006 2308.9.3.2) - 2010-10-5 · RE: Alternate Braced wall panel (IBC 2006 2308.9.3.2) msquared48 (Structural) 5 Oct 10 14:23 As opposed to using the Strong Wall, which is much more expensive than using normsal shearwall framing, most of the contractors I have dealt with over the years preferred to raise the stem wall..[PDF]Wall Bracing Guide - PalatineBraced Wall Panel Location (R602.10.1) – In addition to being used to meet minimum bracing amounts, the location of braced wall panels on braced wall lines must meet the additional constraints (see Figure 4): (1) Braced wall panels must be spaced no greater than 25’ OC along a braced wall line, and..[PDF]Frequently Asked Questions/UDC Wall Bracing 2017-5-17 · minimum width of a braced wall panel the wall height is measured from the bottom of the bottom plate up to the underside of the roof deck/diaphragm. Per 321.25(8)(c)7. If the height of the braced wall panel exceeds 12’ it can have a maximum height-to-width ratio of 2.5:1. When using Tables 321.25-I and J to determine the required amount of .[PDF]Supplemental Plan Correction Sheet for LA Residential 2020-7-30 · 3. Mixing bracing methods within a braced wall line is not allowed. (R602.10.1.1) 4. Mixing alternate braced wall panel with wood structural panel (WSP) within a braced wall line is not allowed. (R602.10.1.1) 5. Specify total required braced wall length (for both wind and seismic) and total braced wall length provided for each braced wall line .[PDF]R602.10 Code and Commentary for 2012 NC Residential 2020-7-16 · Braced wall panels shall be constructed of bracing methods, materials, and minimum braced panel lengths complying with Table R602.10.1. The number of braced wall panels required for each side of a building (elevation view) at each story level of the building shall comply with Table R602.10.2. The following additional requirements shall apply: 1..[PDF]AGENCY USE ONLY BUILDING PERMIT PERMIT # intermittent braced wall panels, location, lengths, type, detail alternate panel, locations, lengths, detail worksheet for wind adjustment factors all hold down and other hardware locations. indicate the specific hardware to be used. to foundation to floor below to header bracing of trusses to wall 8. energy code compliance (check one .[PDF]Plan Review Checklist On­Line Submission 1 & 2 Family 2020-6-7 · o Foundation hold down devices type and location when used with the alternative braced wall panels for braced wall requirements as allowed by FIGURE R602.10.3.2 o Location and framing size of all cripple walls, with detail of walls less than 14 inch stud height o Passive Radon Control detail & shall indicate pathways for routing of conduit.[PDF]BULLETIN #220 ONLY FOR SINGLE FAMILY HOMES 2020-3-10 · Shear Wall and Holdown Plan including table of wall type, nailing, anchor bolts, sill nailing, transfer Detail of all truss splices, connections, plate sizes and hangers. Specify the truss manufacturer and truss Alternate Braced Wall Panels with embedment and type of epoxy specified on the plans..The Portal Frame Option | JLC Online2017-8-7 · A 4-foot length of OSB-sheathed wall with anchor bolts is one example of a braced wall panel. Portal frames also count as braced wall panels; for each portal frame in a wall, you get credit for a specified length of braced wall panel, as spelled out in .SWW-ICC- 2003 IRC2012-12-18 · 317.2 - A. Townhouse Fire Separation - Rafters or Trusses Parallel to Lot Line. PDF. 317.2 - B. Townhouse Fire Separation - Rafters or Trusses Perpendicular to Lot Line. PDF. 317.2 - C. Two - Hour Common Wall. PDF.

[PDF]Alternate Braced wall panel - Tehama County2021-6-23 · ALTERNATE BRACED PANEL DETAIL PER UBC Requirements for panels on one-story buildings Not allowed above first story 2’ 8” min. Double 2 x top plate Header sized for load APA rated min. 3/8” plywood sheathing applied to one face with 8d nails @ 6” O.C. edges and 12” O.C. field; Microsoft Word - Alternate Braced wall panel.doc.[PDF]DEPARTMENT OF PLANNING & BUILDING TYPICAL2014-7-21 · Where joists are perpendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. VI. Alternate braced wall panels. Any braced wall panel required by Section 2308.9.3 may be replaced by an alternate braced wall panel constructed in .[PDF]WP Construction SDS-CAD Specialized Design Systems2019-4-8 · TYPICAL ALTERNATE BRACED WALL PANEL (ABWP) HPAHD straps for all (ABWP) Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels INSTALLATION CORNER SINGLE POUR HPAHD Simpson Strong-Tie CORNER OF STRAP TO CORNER DISTANCE FROM EDGE 10 SLOPE TO OUTSIDE 4" CONC. SLAB GARAGE TYPICAL SECTION TRUSSES @ .[PDF]Architectural - img1.wsimg2020-6-19 · alternate braced wall panel detail 1 s4.0 typical dead man detail 3 s2.0 typical overdig detail at basement slab 6 s2.1 column and pier pad schedule (sheet s2.0) x alt. apa narrow wall bracing method without hold-downs 1 s4.0 detail references structural garage slab / wall section 3 s2.1 structural garage slab pier pad detail 2 s2.1 typical .[PDF]Adjacent to a Door or Window Opening (IRC R602.10.6.2)2021-11-4 · Alternate braced wall panels constructed in accordanc e with one of the following provisions are also permitted to replace each 4- feet of braced wall panel as required by Section R602.10.6 for use adjacent to window or door opening, with a full-length header. 1. In one-story building, each panel shall have a length of not less than 16-inches .[PDF]IRC Wall Bracing: A Guide for Builders, Designers and 2020-11-22 · IRC Wall Bracing: A Guide Page 3 manner, offsets can affect braced wall panel location and, thus, the layout of openings for windows and doors in a series of braced wall lines on a given building side (elevation). Braced Wall Line Spacing (R602.10.1.1) – Braced wall line spacing establishes the amount of racking load that must be resisted by the two or more parallel braced wall lines in each .[PDF]GARAGE MAIN FLOOR PLAN - SDSCAD2019-4-8 · TYPICAL ALTERNATE BRACED WALL PANEL (ABWP) HPAHD straps for all (ABWP) Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels INSTALLATION CORNER SINGLE POUR HPAHD Simpson Strong-Tie CORNER OF STRAP TO CORNER DISTANCE FROM EDGE 6 SLOPE TO OUTSIDE 4" CONC. SLAB GARAGE TYPICAL SECTION TRUSSES @ .Community Development – City of Atwater16″ Alternate Braced Wall Panel Detail Framing and Footing Details 2′-8″ AlternateFront Bracing Detail: Engineering Division. The Engineering Division provides for the administration and management of a full spectrum of activities including capital planning, engineering and design of public facilities and utilities, and public improvement .[PDF]Alternate Method 97-01 - Oregon2021-4-28 · exterior braced wall line required by Section R602.10. A braced wall line shall consist of braced and or alternate braced wall panels that meet the requirements for location, type, and amount of bracing specified in the associated tables in Section R602.10 and are in .[PDF]Framing and Bracing CAD Details2009-12-20 · panel end stud j t/ '\: capacity. --NEL anel end stud capacity. \,~ i Wi II: dEl ~ II <1 <1 d <l d 8 <l <1 d d " <1 <1 <1 " <1 <1 d " <l <1 <l BRACEPA 3/8" min. plywood 8d common orgalv. box n @ 6" panel edges & 12" intermediate supports. Tie-downdevice @ each w/1 ,800 pounds min. uplift Alternate Brace Pane Tie-downdevice @ each p w/1 ,800

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