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QTRECO216578 XSW1 COMMON 3 1
Job Reference (optional
Midwest Manufacturing, Eau Claire, WI 54703 7.240.q.]-in 18 2010 MiTek Industries, Inc. Fri May 13 08:12:39 2011 Page 2
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NOTES (9)
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 52 lb uplift atjoint 5.
8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/fPI 1.
9) Plate Approval Numbers: ESR -5243 and ESR -1352.
LOAD CASE(S) Standard
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