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S4.0 STRUCTURAL DETAILS (FOUNDATION) 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 FOOTING @TACO BELL TOWER 3/4" = 1'-0" 4 FOOTING @HOLDOWN ANCHOR BOLT DETAIL 3/4" = 1'-0" 6 REAR WALL 3/4" = 1'-0" 2 FOOTING @DOOR OPENING 3/4" = 1'-0"
5 FOOTING @SIDE & FRONT WALL 3/4" = 1'-0" 1 NOT USED 14 NOT USED 15 NOT USED 20 NOT USED 16 NOT USED 19 NOT USED 18 NOT USED 17 NOT USED 11 FOOTING @WINDOW 3/4" = 1'-0" 7 FOOTING @INTERIOR
SHEAR WALL 3/4" = 1'-0" 3 8" 0" 4'-0" (3)-#5 CONT. TOP & BOTTOM, 3" MIN. CLEAR FROM EDGE #5@18"O.C. DOWEL STOREFRONT WINDOW SYSTEM 2'-0" 4'-0" 8" 6" (4)-#5 CONT. TOP & BOTTOM, 3" MIN.
CLEAR FROM EDGE #5@18"O.C. DOWEL WWF OR FIBERMESH 4" CONC. SLAB PER PLAN ANCHOR BOLTS PER SHEAR WALL SCHEDULE. EMBED. 7" INTO CONC. 3'-9" @FRONT ENTRY 6" 6" 5'-9" @SIDE ENTRY 12" (2)-#5
CONT. EA. FACE #4 TIES@12"O.C. FOOTING @COOLER WALL 3/4" = 1'-0" 8 #5x2'-6"x2'-6" @16" O.C. CONCRETE STEM WALL BEYOND NOTE: SEE DETAIL 1/S4.0 FOR 2'-0" ADDITIONAL INFORMATION 1'-0" 1'-0"
2'-0" 8" 6" (3)-#5 CONT. TOP & BOTTOM, 3" MIN. CLEAR FROM EDGE #5@18"O.C. DOWEL WWF OR FIBERMESH (2)-#5 CONT. 4" CONC. SLAB PER PLAN ANCHOR BOLTS PER SHEAR WALL SCHEDULE. EMBED. 7" INTO
CONC. PT SILL PLATE 6" 6" 4'-0" EQ. EQ. VENEER. SEE ARCH'L ADJUSTABLE MASONRY VENEER ANCHORS @16" O.C. 4" RIGID INSULATION 2'-0" 8" 6" WWF OR FIBERMESH (2)-#5 CONT. 4" CONC. SLAB PER
PLAN ANCHOR BOLTS PER SHEAR WALL SCHEDULE. EMBED. 7" INTO CONC. PT SILL PLATE 612" 6" EQ. EQ. VENEER. SEE ARCH'L ADJUSTABLE MASONRY VENEER ANCHORS @16" O.C. (3)-#5 CONT. TOP & BOTTOM,
3" MIN. CLEAR FROM EDGE #5@18"O.C. DOWEL 4'-0" 4" RIGID INSULATION 5'-0" @FRONT ENTRY 7'-0" @SIDE ENTRY HEADED ANCHOR BOLT PER PLAN AT HOLDOWN LOCATIONS 1'-0" EMBED. 8" 6" 6" AT FRONT
& SIDE WALLS 6 1/2" AT REAR WALL 4'-0" 2'-0" NOTE: -SEE DETAIL 1/S4.0 FOR ADDITIONAL INFORMATION -SCREENWALL DOWELS INTO FND. NOT SHOWN FOR CLARITY VENEER PER ARCH'L (BEYOND) 5" 5" 6"
5" #5x2'-6"2'-6" @18" O.C. SEE PLAN 512" 8" EMBED. 8" 3'-4" #5@12" O.C. CONT. T&B 3" MIN. CLEAR FROM EDGE #5 CONT. PT SILL PLATE ANCHOR BOLTS PER SHEARWALL SCHEDULE. PLYWOOD SHEATHING
(BOTH SIDES AS REQ'D PER SHEARWALL SCHEDULE) 4" CONC. SLAB PER PLAN WWF OR FIBERMESH 3" NOT USED 12 SEE PLAN #5@12" O.C. CONT. TOP & BOTTOM 3" MIN. CLEAR FROM EDGE #5x2'-6"2'-6" @18"
O.C. SUBMIT DRAWINGS SIGNED & SEALED BY STRUCTURAL ENGINEER FOR COOLER HOLDOWN REQUIREMENTS 4" CONC. SLAB PER PLAN WWF OR FIBER MESH 3'-4" 8" PRE-ENGINEERED COOLER /FREEZER STORAGE UNITS
6" 6" 6" (2)-#5 CONT. VENEER. SEE ARCH'L ANCHOR BOLTS PER SHEAR WALL SCHEDULE. EMBED. 7" INTO CONC. * FROST SLAB DETAIL 3/4" = 1'-0" 10 NOT USED 13 FOOTING @VESTIBULE 3/4" = 1'-0" 9
'*' CONFIRM CLEARANCE w/W.I.C. MFR. (4" MIN.) 6" VENEER. SEE ARCH'L #5x2'-6"x2'-6" @16" O.C. STOREFRONT PER ARCH'L 2'-0" 8" 1'-4" PAVEMENT PER CIVIL (3)-#5 CONT. TOP & BOTTOM, 3" MIN.
CLEAR FROM EDGE WWF OR FIBERMESH 4" CONC. SLAB PER PLAN 3'-4" 8" 4" RIGID INSULATION, TYP. PT SILL PLATE 4'-4'-0"