A five-inch deep joist bearing end connects to the steel girder sized per plan using two three-quarter inch diameter ASTM A325 erection bolts. A metal roof deck bears above the joist assembly alongside a future steel joist and future steel girder arrangement. A bent plate connects to the steel beam with a one-eighth inch fillet weld at twelve inches on center. The exterior wall features six-inch by fourteen-gauge metal studs spaced at sixteen inches on center with a six-inch by eighteen-gauge continuous top track and an exterior finish sized per architectural drawings.
11 S523 11 S523 1 S522 SIM METAL ROOF DECK STEEL JOIST, SEE PLAN FUTURE STEEL JOIST, FUTURE STEEL GIRDER, 5" DEEP JOIST BRG END WITH (2) 3/4" DIA A325 ERECTION BOLTS 5" DEEP JOIST BRG END WITH (2) 3/4" DIA A325 ERECTION BOLTS METAL ROOF DECK 1/8 2-12 BENT PL TO STEEL BEAM, TYP 6"x18GA (600T125-43) x CONT TOP TRACK 6"x14GA (600S200-68) METAL STUDS AT 16" O.C. TYPICAL EXTERIOR FINISH, SEE ARCH STEEL GIRDER, SEE PLAN SEE PLAN SEE PLAN SEE PLAN 5
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership