A roof edge assembly features kickers at post and hanger supports tied back to structural steel framing. The roof decking bears on a beam with a 5/16-inch continuous bent plate and vertical slip connection adjacent to the exterior wall and metal studs. Bracing consists of dual L4x3x5/16 angles connected with 1/2-inch diameter by 3 1/2-inch embed expansion bolts. A stiffener plate measuring 1/4" x 3" x 3" with a 3/8-inch washer plate is welded to the angles with double nuts. Additional slab reinforcing bars are provided parallel to the support beam.
1/4 3-12 SEE PLAN ROOF DECKING BEAM SEE PLAN EXTERIOR WALL & METAL STUDS SEE ARCH FOR ADDL INFO VERTICAL SLIP CONNECTION; SEE NOTE 1 AT SIM: 6" SEE PLAN TDE 4" 5/16" BENT PL CONT (LLH) NOTES: 1. WHERE APPLICABLE TO SATISFY UL ASSEMBLY, MINIMUM 3" LONG ANGLES WITH ONE NOMINAL 4" LEG FOR ATTACHMENT TO EDGE OF FLOOR ASSEMBLY AND WITH ONE LEG A MINIMUM OF 2 1/2" LONGER THAN DISTANCE TO FACE OF STEEL STUDS. TOP EDGE OF EACH MOUNTING ANGLE TO BE RECESSED 1" TO 1-1/2" BELOW TOP SURFACE OF FLOOR. REFER TO G100 SERIES FOR ADDITIONAL INFORMATION. 1/4 3 TYP 2'-6" MIN (2) L4x3x5/16x1'-4" (LLV) W/ (2) 1/2"Ø x 3 1/2" EMBED EXPANSION BOLTS (2) L4x3x5/16 (LLV) 1/4 (2) L4x3x5/16 (LLV) SPACED FOR HANGER ROD HANGER BELOW 8" 7" 7" MAX TO CL OF HANGER OR POST POST ABOVE WHERE POST IS USED, POST DOWN TO OUTRIGGER ANGLES NOTE: DO NOT POST AND HANG TO THE SAME FLOOR LEVEL. STIFF PL1/4x3x3 3/8" WASHER PL WELD TO ANGLES DOUBLE NUTS D + 1/8" 5k MAX SEE A FOR ADDL INFO NOT SHOWN CONN L3x3x5/16x0'-4 1 /2" SPACER PLs AT 4'-0" OC MAX 1/4 3 SIDES 1/4 4 1/2 TYP ADDED SLAB BARS SEE DECK PARALLEL TO SUPPORT BEAM A / 12 S705 12 S705 NTS 1 SECTION AT ROOF EDGE
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