Where noted use 0 92 for 10 ga 11 ga and 12 ga.
Sampson roof truss strapping.
For lus mus hus lru hhus and hgus hangers.
Install strap ties where top or bottom plates are cut at wall intersections and as ridge ties.
Roof truss and rafter connectors ties and straps for cold formed steel construction.
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Simpson strong tie rtc 18 gauge zmax galvanized rigid tie corner for 2x nominal joist 2x4 nominal post model rtc2z.
How to install hurricane straps to a roof.
This product s information may differ depending on the category of use.
The easiest way to install hurricane straps is during the construction of the home.
12 gauge zmax galvanized heavy strap tie model hrs416z 7 25 7 25.
Products when using spf lumber.
Hurricane straps provide extra security for your home s roof.
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Simpson strong tie hrs 16 in.
248 249 seismic and hurricane ties pp.
After the home is built you run into major issues.
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Straps are load rated and provide the correct thickness and number of fasteners the specifier is looking for compared with the field fabricated straps.
Where noted use 0 80 for 10 ga 11 ga and 12 ga.
277 can be evaluated using the following.
Straps are designed to transfer tension loads in a variety of applications and are available in a wide variety of sizes and load values.
Products when using spf lumber.
Free delivery with 45 order.
Tm stairway framing www mii com 11 s stairway and stairwell details stairwell opening without stud walls stairwell opening carried by stud wall stairwell opening perpendicular to floor trusses carried by stud wall tm built up beam with strap hanger header beam pocket header beam with strap.
Lsta and msta straps are engineered for use on members with a minimum width of 1 1 2.
As an alternative certain roof to wall connectors embedded truss anchors pp.
270 272 and twist straps p.
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They are able to withstand winds of more than 100 miles per hour.
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Hurricane ties and strap ties simpson strong tie hurricane ties provide a positive connection between the truss rafter and the wall of the structure to resist wind and seismic forces.
The design load in each direction shall not exceed the published allowable load in that direction multiplied by 0 75.