A concrete tilt-up panel rests on a concrete footing, with a slab-on-grade transitioning to an exterior slab. The panel anchors to the footing using number four dowels spaced at twelve inches on center. A one-half inch by two inch steel plate, sized to the door width plus eight inches, secures to the panel face using one-half inch diameter headed anchor studs spaced at sixteen inches on center to facilitate the post-installed connection of the overhead coiling door. A closure strip sits at the panel interface, and the footing contains number four reinforcing bars spaced at eighteen inches on center. Tilt-up panel reinforcing is omitted for clarity, and footing locations should be verified per the structural plans.
GRID #6 @ 16" OC EW T&B SLAB-ON-GRADE ~ RE: PLAN T/ SLAB RE: PLAN EXTERIOR SLAB ~ RE: CIVIL ~ RE: PLAN PANEL THICKNESS ~ RE: PLAN CLOSURE STRIP #4 x AT 18" OC 24" 24" CONCRETE TILT-UP PANEL BEYOND RE: ARCH FOR OVERHEAD COILING DOOR (1)- #4 NOTE: TILT-UP PANEL REINFORCING NOT SHOWN FOR CLARITY 0'-8" NOTE: FOOTING MAY OCCUR BELOW PANEL. RE: PLAN FOR LOCATIONS. #4 X 4'-0" DOWELS AT 12" OC 0'-3" 0'-5" NOTE: FOR ADDITIONAL REINF INFO NOT SHOWN POST INSTALLED CONNECTION TO TILT-UP PANEL BY OVERHEAD COILING DOOR MFR PL 1/2"x2" x DOOR WIDTH + 8" WITH 1/2"Ø x0'-4" HEADED ANCHOR STUDS @ 16" OC 0'-2" 1/2" 2/S-60002
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