Foundation and slab transition at a concrete tilt-up wall panel, bearing on a concrete footing with a one-and-a-half-inch layer of non-shrink grout. A four-by-four-inch steel angle with three-quarter-inch diameter by five-inch heavy stud anchors spaced at eighteen inches on center is anchored at non-ramp locations. The concrete slab on grade thickens by two inches at the panel, increasing to four inches at overhead door openings, and connects with number four by eighteen-inch by thirty-six-inch dowels spaced at eighteen inches on center that may be drilled and epoxied at the contractor's option. A keyway per the typical key in concrete detail connects the slab edge, while a number four horizontal bar spans the opening width at the top. Foundation insulation lines the interior face of the tilt-up panel above the footing.
1 1/2" NON-SHRINK GROUT #4x18"x36" (LLH) DOWEL @ 18" O.C. (DRILL AND OPOXY AT CONTRACTORS OPTION) CONC SLAB ON GRADE CONC TILT-UP PANEL BEYOND #4 BAR HORIZ. x OPENING WIDTH THICKEN SLAB 2" AT PANEL (4" @ OVERHEAD DOOR OPENINGS) KEYWAY PER TYPICAL KEY IN CONC. DETAIL 11 S104 CONC FOOTING 30" MIN. 4'-0" CONC SLAB ON GRADE - SLOPE AWAY FORM BUILDING FOUNDATION INSULATION 4"x4" STEEL ANGLE NO RAMP LOCATIONS L8x8x1/2 w/ 3/4" Ø x 5" HSA @ 18" O.C.
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