DETAIL BOOK REF. SHEET: S1.11-S DATE: 03/15/2024 SEE 1/S201 (2) SHIM PACKS PER PANEL & CONT NON-SHRINK GROUT IF POINT LOADING AT SHIM PACKS IS NOT ACCEPTABLE PLACE GROUT UNDER PANEL W/IN 36 HOURS OF PANEL ERECTION TILT WALL PANEL CONCRETE GROUT PLACED FULL LENGTH OF PANEL EXTERIOR PAVING PER CIVIL CONCRETE SLAB PER PLAN FOOTING SIZE, LOCATION AND REINFORCEMENT PER PLAN #4 "L" BARS @ 48" O.C. W/ ONE BAR AT PANEL ENDS 3-MIN EACH SIDE OF DOCK DOOR PROVIDE 180° HOOK AT EXPOSED END #4 BAR @ 24" O.C. E.W. 24" LAP ON BAR FROM PANEL PROVIDE 1/2" EXPANSION JOINT AT DOCK WALL TO DOCK APRON. JOINT TO BE CAULKED T/SLAB SEE PLAN T/FOOTING SEE PLAN 48" 30" CONSTRUCTION JOINT #8 DRIFT PIN x 1’-0” EA SIDE AND 18” MIN FROM EACH END OF PANEL. PINS TO BE DRILLED AND GROUTED INTO PLACE BY TILT WALL CONTRACTOR TYP. PROVIDE 1/2" EXPANSION JOINT JOINT TO BE CAULKED #4 BAR @ 48" O.C., TO STOP 1" BEFORE CONTROL JOINT PAD 1" GROUT PROJECTION 3" MIN POURBACK, SEE PLAN #4 BARS @ 24" O.C. E.W. MIN 2 BARS MIN. 2'-0" LAP 1" CONTROL JOINT, SEE PLAN
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