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HomeMy WebLinkAbout200708816_060_KT_Y07-S4_1.pdf REAR AND FRONT WALL @TRUSS 3/4" = 1'-0" 2 SIDE WALL BRIDGING LAP DETAIL @OPEN CLG. N.T.S. 16 BRIDGING DETAIL 3" = 1'-0" 12 @TRUSS 3/4" = 1'-0" 4 PLATE LAP DETAIL N.T.S. 15 BRIDGING LAP DETAIL N.T.S. 20 LEDGER DETAIL 3" = 1'-0" 11 S4.1 STRUCTURAL DETAILS (FRAMING) 2x4 (3) 16d TRUSS 2x4 6'-0" MIN. 6'-0" MIN.2x6 ELEVATION PLAN TYPICAL -ALL DOUBLE PLATE CONDITIONS -U.O.N. (2) 16d TRUSS 2x4 2x4 EACH MEMBER 2x6 STUD 16d NAILING THRU STUD BRIDGING PER TRUSS DESIGN SHEATHING T.O. LEDGER VARIES 2x6 BLOCKING PLYWOOD 2x8 LEDGER H3 HORIZ @EA. STUD 10d @4" O.C. 16d @4" O.C. 10d@6" O.C. 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 EQ. EQ. MSTC52 EACH SIDE OF SPLICE EQ. EQ. MSTC52 EACH SIDE OF SPLICE 2x6 BRACE @32" O.C. W/(6) 16d EA. END 2x6 @16" O.C. 2x6 IN-FILL STUDS @16" O.C. BETWEEN TRUSSES (TYP.) 2x6 BLOCKING W/16d @4" O.C. BETWEEN AND 10d @4" O.C. TO ROOF & WALL PLYWOOD SIMPSON SIMPSON A35 CLIP (2) 2x6 W/U26-2 HANGER EA. END 2x6 @16" O.C. ALIGH w/TRUSS BELOW 2x6 BLOCKING @48" O.C. W/U26 HANGER EA. END 11 S4.1 5'-11" 2'-534" 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 2x6 @16" O.C. 2x6 BLOCKING @48" O.C. W/U26 HANGER EA. END JOIST PER PLAN LINTEL PER PLAN SECTION 3/4" = 1'-0" 10 PLYWOOD WALL SHEATHING BENEATH TRUSS (ON DOUBLE SIDED SHEAR WALLS ONLY) A35 ANGLE @1'-4" O.C. TRUSS PER PLAN A35 ANGLE @1'-4" O.C. 10d @4" O.C. 10d @4" O.C. PLYWOOD WALL SHEATHING FULL HEIGHT TO DECK 10d @4" O.C. NAILING PER SHEARWALL SCHEDULE SECTION N.T.S. 17 SECTION N.T.S. 18 SECTION N.T.S. 19 (2)16d NAILS @EACH JOIST 2x6 CONT. PLATE 2x6 BLOCKING JOIST PER PLAN 2x6 DOUBLE TOP PLATE 2x6 STUDS @16" O.C. WALL SHEATHING PER ARCH'L BRICK VENEER EL. 10'-10" T/PARAPET 10d @6" TRIM JOIST AS REQ'D FOR FULL UNIFORM BEARING 2x6 BLOCKING 2x6 CONT. LEDGER JOIST PER PLAN 2x6 STUDS @16" O.C. WALL SHEATHING PER ARCH'L BRICK VENEER EL. 10'-10" T/PARAPET 10d @6" 2x6 DOUBLE TOP PLATE 2x6 DOUBLE TOP PLATE 10d @6" 16d @6" 1 S4.3 @INFILL STUDS T/TRUSS EL. 23'-1012" GYP. WALL SHEATHING PER SHEARWALL SCHEDULE GYP. WALL SHEATHING PER SHEARWALL SCHEDULE