Attic Trusses And Rafter Ties

The prescriptive provisions of the building code require rafter ties on each rafter pair and collar ties every 4.

Attic trusses and rafter ties.

For pricing and availability. Collar ties are necessary to prevent separation of the roof at the ridge due to wind uplift. Moving the rafter ties up only 16 inches from the plate the maximum allowed by code increases the tie force from 1 440 pounds to 2 160 pounds. An engineer can design a roof with rafter ties on wider spacings look at the ridge and or wall plate as a beam if doing that.

Measure the distance between adjacent roof rafters so that you will know the amount of lumber to purchase. They are secured about three quarters of the way up the roof rafters. Click to add item 26 spreadweb residential roof truss 5 12 pitch 87 to the compare list compare click to add item 26 spreadweb residential roof truss 5 12 pitch 87 to the compare list add to list click to add item 26 spreadweb residential roof truss 5 12 pitch 87 to your list. Collar ties rafter ties tension beams structural ridge beams.

Hurricane ties offer a strong connection that will provide you with the strongest resistance against uplift. Collar ties are usually placed in the attic area of homes. Instead of attaching the tie to the rafter you will be attaching it to the bottom chord of the truss. This article describes and illustrates the different types of support that prevents roof sagging and wall bulging at buildings including definitions of collar ties rafter ties and structural ridge beams.

Simpson strong tie 5 2 7 in 18 gauge triple zinc steel rafter tie. Check the attic so that you can get a better look at where the roof rafter collar ties will be installed. Installation is the same for trusses as for rafters see above. Simpson strong tie category roof truss and rafter connectors ties and straps for cold formed steel construction.

For pricing and availability. Some of these can support the roof and prevent ridge sagging and wall spreading. In this example when w 960 the tie force tension at the plate when there are rafters 24 inches on center with a 4 12 pitch and a 12 foot span is 1 440 pounds.