DETAIL BOOK REF. SHEET: S1.13A-S DATE: 03/15/2024 (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 GROUT PLACED FULL LENGTH OF PANEL EXTERIOR PAVING PER CIVIL CONCRETE SLAB PER PLAN FOOTING SIZE, LOCATION AND REINFORCEMENT PER PLAN #4 BAR @ 24" O.C. E.W. 24" LAP ON BAR FROM PANEL #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 AT DOCK WALL TO DOCK APRON. JOINT TO BE CAULKED TILT WALL PANEL POURBACK, SEE PLAN L4x4x1/4 W/ 1/2" DIA x 4" HEADED STUDS @ 12" OC (HDG) #4 DOWEL @ 12" OC DRILL & EPOXY INTO WALL PANELS 6" W/ HILTI HY200 EPOXY PROVIDE 180° HOOK AT EXPOSED END. 3'-6" 1/2" 2#4 x WIDTH OF OPNG NOTE: WELDED OR MECHANICAL SPLICES MAY BE USED IN PLACE OF A CLASS B SPLICE. IF WELDED SPLICES ARE USED PROVIDE WELDABLE REBAR. #4 BAR @ 48" O.C., TO STOP 1" BEFORE CONTROL JOINT 1'-4" PAD 1" GROUT PROJECTION 3" MIN CONSTRUCTION JOINT 1'-0" SEE ELEVATIONS 1 2 1/2" SLOPE 3/4" CHAMFER 1'-0" T/SLAB SEE PLAN T/FOOTING SEE PLAN #4 BARS @ 24" O.C. E.W. MIN 2 BARS MIN. 2'-0" LAP SEE 1/S201 TILT WALL PANEL BEYOND
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