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Showing 193 - 216 of 798 results:

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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 attic insulation effectiveness caused by wind washing pushing insulation away from the edges of the attic space.

Failure in attic insulation effectiveness caused by wind washing pushing insulation away from the edges of the attic space.
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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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Fan does not have optimal fan-to-ceiling clearance

Fan does not have optimal fan-to-ceiling clearance
Video:

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.
CAD File:

FEMA P-320 Safe Room Design CMU Plans and Details

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FEMA P-320 Safe Room Design CMU Plans and Details
CAD File:

FEMA P-320 Safe Room Design Concrete Plans and Details

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FEMA P-320 Safe Room Design Concrete Plans and Details
CAD File:

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
CAD File:

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
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FEMA P-320 Safe Room Design ICF Plans and Details

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FEMA P-320 Safe Room Design ICF Plans and Details
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FEMA P-320 Safe Room Design Index Sheet

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FEMA P-320 Safe Room Design Index Sheet
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FEMA P-320 Safe Room Design Sheathing Requirements

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FEMA P-320 Safe Room Design Sheathing Requirements
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FEMA P-320 Safe Room Design Tables

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FEMA P-320 Safe Room Design Tables
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FEMA P-320 Safe Room Design Wood Frame Plans and Details

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FEMA P-320 Safe Room Design Wood Frame Plans and Details