Specifications /MT co3
LATERAL CALCULATIONS FOR
TROXEL #1232
TIGARD, OREGON
by
RICHARD J. TURNER, P.E.
REVISION#2 DATE: 01/23/14
JOB NUMBER: R12094
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Sd NAILS @ 6" O.C., TYPICAL ROOF SHEATHING
TYP. ENTIRE AND NAILING
LENGTH OF TRUSS
-
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r� NOTE: TRUSS TO TRANSFER
MANUFACTURED HORIZONTAL LOAD OF 45001
TRUSS BY OTHERS -----_________„ FROM TOP CHORD TO
I BOTTOM CHORD, OR EXTEND
THE SHEAR WALL SHEATHING
AND NAILING TO TOP CHORD
SIMPSON 'L50' CLIP @ 1'-3" O.C, OF TRUSS
TYP. ENTIRE LENGTH OF
SHEAR WALL (IF SHEAR WALL
IS EXTENDED TO ROOF
SHEATHING, CLIPS NOT ��4/
REQUIRED) Ear
1�1 16d NAILS @ 3" 0/C,TYP.
ENTIRE LENGTH OF WALL
SHEAR WALL SHEATHING AND
NAILING PER PLAN
DOUBLE TOP PLATE
0 WALL SECTION
SCALE: 1" = 1'-0"
5