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Bunt is referring to use the top chord of the truss to hang on the ledge.

Top chord bearing floor truss cad detail.

Probably one of the most appreciated feature of the mitek floor truss engineered floor system is the ability to hide beam in the floor by using a top chord bearing condition. Top chord bearing end condition the ultimate advantage. No joist hanger are necessary and substantial material and labor saving can be achieve. I will have my engineer verify.

500 sycamore street p o. There is nothing suporting the truss joists on the bottom. Composite truss floor perpendicular has cad. Local code says bottom of footing must be at 36.

The ends of these trusses are visible on the exterior. Add a new project. Top chord bearing flat truss pratt configuration fl att rus w e nc of ig s l op i ngp are ch ds h w f u t sloping top chord howe configuration floor truss system 42 modified warren configuration mono trusses scissors mono mono parts of a truss framed roof gable end valley set. If you look closely i hope you can see that the top chord extension is also being used as bearing.

I d like to use floor trusses. The wider the ledger the larger the bearing surface for the top chord of the truss. I d like to do a conditioned crawl space foundation. Forming the top of the floor truss.

Top chord bearinga floor truss support condition in which the truss load is transferred to the bearing or support through the top chord and 4x4 block end detail. Top chord bearing on frame wall top chord bearing on masonry wall top chord cut after installation intermediate bearing continuous floor truss special engineering required roof floor truss manual 7 31 08 10 43 am page 10. A top chord bearing truss is used to support the second story floor assembly. Does anyone have any experience of doing top chord bearing on the foundation wall.

Truss a pre built component that functions as a structural support. Top chord bearing truss in conventional residential construction framing in phoenix arizona consumed considerably more wood than should have been used resulting in extra costs of both time and materials. Top chord truss bearing on double ledger has cad. Box 177 la crescent mn 55947 507 895 8400.

Are there any other disadvantages. I am not used to seeing this method and wanted to see if anyone knows if truss joinsts can now be engineered this way. The width of the ledger will be absorbed into the depth of the truss.

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