Text on the drawing
ADD #5(T&B) CONT NOTE: EXTERIOR CURTAIN WALL SYSTEM SHALL NOT IMPOSE A LOAD > 600 PLF ON BEND PL SEE ARCH DRAWING, COORDINATE INSERT W/ CURTAIN WALL MANUFACTURER EXTEND CONN PL FULL DEPTH & WELD TO BOT FLG PER CONN SCHED FLOOR / ROOF W BEAM PER PLAN SHEAR PL, WELDS, & FASTENERS PER "TYPICAL NON-FRAME BEAM CONN SCHEDULE & DETAILS" ADD #4 DOWEL ASTM A706@12" ANGLE BRACE, ALIGN W/ EDGE STIFF ANGLE, PUDDLE WELD MTL DECK TO BENT PL AS INDICATED ELSEWHERE L2 1/2x2 1/2x1/4 HORIZONTAL AND DIAGONAL SUPPORT @10'-0" MAX BENT PL 1/4 DECK PARALLEL TO SLAB EDGE (A ≥15") MIN 2'-0" (30" MAX) A 2" MAX 1" 7" BMk 3/16 2 3/16 2 3/16 2 3/16 2 3/16 2 3/16 2-12 3/16 2-12 3/16 B ALT: DBAs ACCEPTABLE IN NORMAL WEIGHT CONCRETE SLABS
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