This structural detail shows a partial roof framing plan consisting of wide-flange beams W18x40 and W12x26 spanning between HSS12x8x1/2 hollow structural sections. A central hoist beam is included per note 1, which requires the top of steel to be located 3 inches below the typical roof top of steel for the indicated members. Centerlines of HSS columns are aligned with the framing members.
S3.103 S3.103 1 13 HSS12X8X1/2 W18X40 W18X40 W12X26 5 S3.103 HOIST BEAM (NOTE 1) CL HSS CL HSS CL HSS HSS12X8X1/2 (NOTE 1) (NOTE 1) NOTES: 1. LOCATE TOP OF STEEL 3" BELOW TYP ROOF TOP OF STEEL FOR MEMBERS INDICATED. CL HSS CL HSS S3.103 S3.103 1 13 HSS12X8X1/2 W18X40 W18X40 W12X26 5 S3.103 HOIST BEAM (NOTE 1) CL HSS CL HSS CL HSS HSS12X8X1/2 (NOTE 1) (NOTE 1) NOTES: 1. LOCATE TOP OF STEEL 3" BELOW TYP ROOF TOP OF STEEL FOR MEMBERS INDICATED. CL HSS CL HSS
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