HomeMy WebLinkAboutTRUSS-JOIST LAYOUT - 17-00165 - 244 Jefferson Dr - SFRLim
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LEVEL AND FLOOR CONTAINER NOTE
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38' 0"
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Current Date:
File Name:
3/3/2016
mh-Merrill Const - Old Farm #1.mmdl
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36' 0"
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Level Name:
Foundation
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Building Code - Design Methodology:
IRC 2012
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Floor Container:
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Floor Area Loading is:
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Maximum Allowed Deflection
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11/4" x 117/8" 1.3E TimberStrand® 1-51- 1
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This is a truss placement diagram only. DO NOT CUT OR MODIFY TRUSSES
CONTACT BMC WITH QUESTIONS
These trusses are designed as individual building components to be incorporated into the building
design at the specification of the building designer/ builder.
See individual design sheets for each truss design identified on the placement
drawing, The building designer is responsible for temporary and permanent bracing of the
roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and
columns is the
responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available on the reverse side of this layout.