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Detail of floor joist to shear wall.
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Loads may accumulate from top of house to bottom.
The details are adapted from some of apa s most frequently requested publications and can be searched for by title or browsed for within several defined product and construction system categories such as panel wall construction and structural insulated panels in addition to advanced framing.
Band joist bottom plate shear.
Rating for both interior and exterior fire expo sure is only required when the wall has a fire separa tion distance of less than 5 feet.
For specific exterior wall applications the model building codes allow wood frame wood sided walls to be tested for exposure to fire from the inside only.
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For 2 1 2 and 3 1 2 flange widths toe nails may be used.
Attach rim joist to top plate per 1a pri rim joist per 1a attach rim joist to floor joist with one nail at top and bottom.
Nail must provide 1 inch minimum penetration into floor joist.
Roof diaphragm floor diaphragm wind force.
Find the information you need by downloading bim content architectural specs and cad installation detail files.
However when shear walls are located in the interior of the structure additional blocking and or framing members may be needed to connect the braced wall panels to the roof or floor system.
The detailing required in order for the diaphragms and shear walls to maintain their rigidity and shape so that proper connections are maintained.
Apa performance rated i joists pris are manufactured in accordance with pri 400 performance standard for apa ews i joists form x720 this performance standard provides an easy to use table of allowable spans for applications in residential floor construction allowing designers and builders to select and use i joists from various member manufacturers using just one set of span.
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Braced shear walls side walls act as shear force collectors.
F9 joists supported by shallow i beam f10 joists supported by deep i beam f11 floor joists at interior bearing wall f12 joists bearing on foundation at opening f13 floor to cmu wall side connection f14 web stiffener at load bearing wall f15 alternate pony wall detail f16 cantilevered joist to foundation connection.
The international residential code irc provides details for these connections in figures r602 10 8 1 and r602 10 8 2 as shown in figure 2.
Minimum 1 3 4 bearing required attach i joist per 1b.
Band joist support beam.
Wind force on a wall is resisted by wall sheathing and framing.
