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S4.3 STRUCTURAL DETAILS (TACO BELL TOWER) TYPICAL WALL BELOW TRUSS 3/4" = 1'-0" 20 NOT USED -16 FRAMING ELEVATION @OPENING 3/8"=1'-0" 18 HOLD DOWN END 1-1/2" = 1'-0" 11 HOLD DOWN CORNER
1-1/2" = 1'-0" 12 1/2 WALL HGT BLOCKING VARIES CEILING 2x6 BLOCKING AT CLG CEILING. REFER TO ARCH DWGS 2x6 BLOCKING VARIES BLOCKING ANCHOR BOLTS PER SHEAR WALL SCHED. -EMBED 7" MIN.
INTO CONC. SLAB PER PLAN SILL PLATE PER SCHED. 12" SHEATHING PER ARCH'L 6" HIGH CONCRETE CURB 6" @SIDE & FRONT WALLS 6 1/2" @REAR WALL PLYWD ONE SIDE PLYWD ONE SIDE (2) 2x6 CONT. HOLDDOWN
ANCHOR TOP PLATE AT SHEARWALLS ONLY 2x6 STUDS AT 16" O.C. (3)FULL HEIGHT STUDS (2) BEARING STUDS @LVL HEADER (1) BEARING STUD @2x HEADER CONNECT BUILT-UP STUDS W/16d @8" O.C. SILL PLATE
WITH ANCHOR BOLTS PER PLAN AND SHEAR WALL SCHEDULE 2x6 CRIPPLE STUDS @16" O.C. (3) 16d (3) 16d 12 S4.2 TYP. CONCRETE CURB SIDE WALL @TRUSS 3/4" = 1'-0" 4 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 IN-FILL STUDS BETWEEN TRUSSES
(TYP.) 2x6 BLOCKING W/16d @4" O.C. BETWEEN AND 10d @4" O.C. TO ROOF & WALL PLYWOOD SIMPSON A35 CLIP (2) 2x6 BLOCKING W/U26-2 HANGER EA. END 2x6 @16" O.C. 5'-11" 2'-7" EL. 14'-8" B/JOIST
2x6 JOIST @16" O.C. W/U26 HANGER EACH END 2x6 CONT. LEDGER W/(3) #12 SCREWS INTO EACH STUD 2x SHAPED RIM JOIST OVERBUILD TRUSSES @2'-0" O.C. (TYP.) ROOF SHEATHING 2x6 TOP PLATE 2x6 DOUBLE
TOP PLATE PLYWOOD WALL SHEATHING MANSARD TRUSS @2'-0" O.C. 2x SHAPED BLOCKING 2x CONT. SHAPED JOIST VTC2 VALLEY TRUSS CLIP @EACH TRUSS BELOW (TYP.) JOIST PER PLAN LINTEL PER PLAN NOT
USED -5 SECTION 3/4" = 1'-0" 1 NOT USED -15 NOT USED -14 NOT USED -13 NOT USED -9 NOT USED -10 11 S4.1 @INFILL STUDS 10d @6" O.C. 1/4"x4" LAG SCREW @16" O.C. 2x10 CON.T P.T. LEDGER SIMPSON
U210 HANGER 1/2" PLYWOOD SHEATHING -SEE WALL SCHEDULE FOR NAILING HEADED ANCHOR ROD PER SHEARWALL SCHEDULE SIMPSON HOLDOWN TO 6x6 W/1/2" SHIM. REFER TO PLAN & SCHEDULE FOR HOLDOWN REQUIREMENTS
GYP. BOARD OR PLYWOOD COUNTERSINK STUD, NOT POST WALL PLYWOOD E.N. NAIL STUD TO END WALL W/(2) ROWS OF 16d @6" O.C. WALL PLYWOOD E.N. 1/2" PLYWOOD SHEATHING -SEE WALL SCHEDULE FOR NAILING
HEADED ANCHOR ROD PER SHEARWALL SCHEDULE SIMPSON HOLDOWN TO 6x6 W/1/2" SHIM. REFER TO PLAN & SCHEDULE FOR HOLDOWN REQUIREMENTS GYP. BOARD OR PLYWOOD COUNTERSINK STUD, NOT POST WALL PLYWOOD
E.N. FACE OF ROUGH OPENING TRIMMER STUD 10 6-25-09 REVISION 10