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Home My WebLink About200708816_160_KT_Y07-A5_0.pdf A5.0 WALL SECTIONS TYPICAL WALL SECTION 3/4" = 1'-0" A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: PLOT DATE:KFC /TB 10575 N. Michigan Road Carmel, IN 46032 KT-Y0708.25.08 KT-Y07 JAN08-C 305823 2007088.16 08.25.08 ROOF TRUSS REFER TO STRUCT. DWGS. 6" HIGH CONCRETE FOUNDATION WALL. SEE DTRUCTURAL PLANS FOR WALL WIDTH. TYPICAL WALL SECTION @WINDOW 3/4" = 1'-0" B 10 A6.2 8 A6.2 11 A6.2 4 A6.1 3 A6.1 10 A6.2 18 A6.1 17 A6.1 19 A6.2 SUSPENDED CEILING (WHERE OCCURS) 2x BLOCKING IN WALL AT CEILING HEIGHT 2" VERTICAL RIGID INSULATION TO BOTTOM OF FOOTER. 4" REINFORCE CONCRETE SLAB. SEE STRUCTURAL DWGS. 1/2" METAL REVEAL 2x6 P.T. SILL PLATE ROOF TRUSS REFER TO STRUCT. DWGS. SUSPENDED CEILING (WHERE OCCURS) 2x BLOCKING IN WALL AT CEILING HEIGHT 2" VERTICAL RIGID INSULATION TO BOTTOM OF FOOTER. 4" REINFORCE CONCRETE SLAB. SEE STRUCTURAL DWGS. 1'-4"