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Example B of a gable truss and gable end wall bracing for a home in a hurricane region

Example B of a gable truss and gable end wall bracing for a home in a hurricane region
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Example of garage door with 2"x4" girts and metal mullions

Example of garage door with 2"x4" girts and metal mullions
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Example of masonry construction. Wall separated from building envelope due to inadequate vertical wall reinforcing in connection to horizontal tie-beam.

Example of masonry construction. Wall separated from building envelope due to inadequate vertical wall reinforcing in connection to horizontal tie-beam.
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Example of two-story platform framing on a pile-and-beam foundation.

Example of two-story platform framing on a pile-and-beam foundation.
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Example sketch of porch for calculations showing tributary areas for column uplift loads

Example sketch of porch for calculations showing tributary areas for column uplift loads
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Expected flood damage (as a percent of building’s pre-damage market value) at flood depths above the bottom of the floor beam), for a building in the coastal V Zone and riverine A Zone.

Expected flood damage (as a percent of building’s pre-damage market value) at flood depths above the bottom of the floor beam), for a building in the coastal V Zone and riverine A Zone.
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Extreme weather, such as wind, fire, flood, or extreme heat (included in the Severe Weather category above) causes most large electric disturbance events in the U.S (defined as affecting at least 50,000 customers) (data from 2000-2016)

Extreme weather, such as wind, fire, flood, or extreme heat (included in the Severe Weather category above) causes most large electric disturbance events in the U.S (defined as affecting at least 50,000 customers) (data from 2000-2016)
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Failure at a gable end of a home under hurricane force wind conditions due to improper continuous load path design.

Failure at a gable end of a home under hurricane force wind conditions due to improper continuous load path design.
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Failure in brick veneer connection under high wind conditions due to anchor corrosion, tie fastener pull-out, failure to embed ties into the mortar, poor bonding between ties and mortar, and poor-quality mortar; on left - five ties not embedded.

Failure in brick veneer connection under high wind conditions due to anchor corrosion, tie fastener pull-out, failure to embed ties into the mortar, poor bonding between ties and mortar, and poor-quality mortar; on left - five ties not embedded.
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Failure of "S" tile roofing in high winds due to bond failure between mortar and tiles.

Failure of "S" tile roofing in high winds due to bond failure between mortar and tiles.
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Failure of a freestanding concrete masonry end wall due to discontinuous tie-beam when exposed to hurricane force winds.

Failure of a freestanding concrete masonry end wall due to discontinuous tie-beam when exposed to hurricane force winds.
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Failure of barrel tile roofing due to bond failure between underlayment, mortar, and tiles during a hurricane.

Failure of barrel tile roofing due to bond failure between underlayment, mortar, and tiles during a hurricane.
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Failure of composition roof shingles and underlayment due to high winds.

Failure of composition roof shingles and underlayment due to high winds.
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Failure of extruded concrete flat tile roofing due to bond failure between tile, mortar, and underlayment resulting from hurricane force winds.

Failure of extruded concrete flat tile roofing due to bond failure between tile, mortar, and underlayment resulting from hurricane force winds.
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Failure of Roof Structure from Pressurization Due to Window Failure During a Hurricane.

Failure of Roof Structure from Pressurization Due to Window Failure During a Hurricane.
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Failure of the wall to roof connection resulted in loss of roof under hurricane force winds.

Failure of the wall to roof connection resulted in loss of roof under hurricane force winds.
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FastenMaster TimberLOK vs. Hurricane Ties: Strength Showdown

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Features of standard and high-wind vinyl siding.

Features of standard and high-wind vinyl siding.
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FEMA P-320 Safe Room Design CMU Plans and Details

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FEMA P-320 Safe Room Design CMU Plans and Details
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FEMA P-320 Safe Room Design Concrete Plans and Details

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FEMA P-320 Safe Room Design Concrete Plans and Details
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FEMA P-320 Safe Room Design Details for Safe Rooms That Use Basement Walls

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FEMA P-320 Safe Room Design Details for Safe Rooms That Use Basement Walls
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FEMA P-320 Safe Room Design Exhaust/Ventilation Details

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FEMA P-320 Safe Room Design Exhaust/Ventilation Details
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FEMA P-320 Safe Room Design General Notes

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FEMA P-320 Safe Room Design General Notes
CAD File:

FEMA P-320 Safe Room Design General Notes

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FEMA P-320 Safe Room Design General Notes