Loading...
06-1811-015s G /00 MV E -VT OI vuint%n TRUSS - BEAM DETAIL SCALE: 3/4"=1'-0" 5/8" CDX EXT. PLYWOOD SHEATHING NAILED W/ 10d NAILS 0 6. O.C. (TYP) CONNECTORAO OR(E) SEE PLAN 5/8" CDX EXT. PLYWOOD SHEATHING NAILED W/ 10d 0 6" O.C. (TYP) USP CIDP ANGLE RT3 W/ 4-8d NAILS TO TRUSS & 4-8d NAILS TO LEDGER N.O.A. 02-0128.05 (TYPICAL. EA. SIDE) Z-Zx6 N. I. GUN I. LLUW TO GROUTED CMU CELL W/ 3/4 -0 HILTI KWIK B( (5" MIN. EMBEDMENT) WOOD TRUSS 0 24' O.C. ENGINEERED BY TRUSS MANUFACTURER (TYP) USP HANGER JUS24 W/ 2-10d NAILS TO TRU & 4-10d NAILS TO LEDGI N.O.A. 01-0417.11 (TYPICAL) 2-2x6 P.T. CONT. LEDGE[ TO GROUTED CMU CELL W/ 3/4 "0 HILTI KWIK B( (5' MIN. EMBEDMENT) WOOD TRUSS 0 24" O.C. ENGINEERED BY TRUSS MANUFACTURER (TYP) CONC. TIE BEAM SEE PLAN & SCHEDULE 8" CMU WALL SEE PLAN FOR REINF. SIZE & SPACING TRUSS - WALL CONN. DETAIL 1 2 SCALE: 3/4"=1'-0" TRUSS - WALL CONN. DETAIL 2 SCALE: 3/4"=1'-0" ;LAB kN FOR SIZE 00 I on Lo ';I;'—n" N ROOF FRAMING PLAN -)1/4 " = 1'-0" NOTES: 1. SEE SHEET NO. S-2 FOR TRUSS STRAP SCHEDULE. 2. LEGEND: 0 TRUSS STRAP O cc U M_ s a ca oil # ch ui I 0o > M LJJ � m1krII� O U M_ s a ca oil # ch I 0o > M LJJ � co L. Q 8Y.i1� O Z Q U m LL O a Ld Z� Ow Q c Uw F CL � Q 1 O�n W Lu 8z U qt Lu z O Q z m U m1krII� Ap� W O U 3 s a ca oil # Lu I 0o W co L. Q 8Y.i1� \ Q U W Z� Ow Q = Uw F CL � Q Ap� W O U Z o C) Lu I 0o W L. Q W Q U W Ow = Uw w CL � Q 1 O�n c/) �Nco U O Lu z C) Q z m Q U Q 0 SHEET: S_3 OF: 4