CONC SLAB (2) #5 BARS THREADED THROUGH BARS 5/16 TYP (2) #5 AT ALL PERIMETER EDGES 8" CONC. TILT PANEL W/ #5 AT 16" O.C. EACH WAY 4x3x3/8 x 4" LONG ATTACHMENT ANGLE 1/2" x 6" x 12" STEEL EMBED PLATE W/(2) 3/4" DIA. x 5" 1/2" x 8" x 10" LONG STEEL PLATE EACH SIDE OF PANEL W/ (4) 3/4" DIA. RODS WELDED TO EACH PLATE 1-1/2" +/- NON-SHRINK GROUT #4 x 24" x 24" SLAB DOWELS AT 18" O.C. DRILL & EPOXY, 6" EMBED ATTACHMENT ANGLE: L4x3x3/8 x 4" LONG (LLV) 4 1/2" EMBED ANGLE: L5x3-1/2x5/16 x 5" LONG w/ (1) 5/8" DIA x 36" DBA AND (2) 3/4" DIA. x 6" HSA. EACH SIDE OF PANEL, SEE 10/S502 8" THICK CONC TILT-UP PANEL w/ #5 BARS @ 16" o.c. E.W. CONC. SLAB ON GRADE 4'-0" MAX. NOTES: 1. AFTER ERECTION OF PANELS, AND WELDING OF CONNECTIONS COAT ALL STEEL PLATES AND ANGLE w/ 1/8" MINIMUM BITUMINOUS CEMENT, TYPICAL
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