Roof diaphragm floor diaphragm wind force.
Detail of floor joist to shear wall.
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Nail must provide 1 inch minimum penetration into floor joist.
For 2 1 2 and 3 1 2 flange widths toe nails may be used.
Loads may accumulate from top of house to bottom.
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Braced shear walls side walls act as shear force collectors.
Wind force on a wall is resisted by wall sheathing and framing.
The detailing required in order for the diaphragms and shear walls to maintain their rigidity and shape so that proper connections are maintained.
Band joist bottom plate shear.
Minimum 1 3 4 bearing required attach i joist per 1b.
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Band joist support beam.
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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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.
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.
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.
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.
Connections are essential to transfer load.
Vertical shear walls and shear wall components.
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Transferred to side walls or braced shear walls by rim board rim joist or blocking.