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S H EARWALL NOTES <br />P6 SHEAR WALL TYPE —SEE 14/51.1 FOR NAILING <br />P6 SHEAR WALL WITH FORCE TRANSFER <br />AROUND WINDOWS. SEE 8/St.2 FOR <br />DETAILS. <br />r— HD HOEDOWN TYPE —SEE 10/S1.2 FOR SCHEDULE <br />samumm SHEAR WALL— INDICATES EXTENT OF SHEAR WALL <br />WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHALL BE APPLIED TO SIDE OF <br />STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. <br />SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR <br />WALL TABLE SHEET S1.1. <br />SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE <br />PERIMETER FOUNDATION WALL. <br />1 /4"=1'-0" <br />SECOND FLOOR SHEARWALLS ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />ROOF FRAMING <br />TRUSS SPACING: 24" Q.C. -- TYPICAL, <br />FB FLUSH BEAM <br />HDR HEADER <br />GLB GLU—LAMINATED BEAM <br />GT GIRDER TRUSS <br />SF STRUCTURAL FASCIA (2x4) U.N.O. <br />SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL DETAIL. TRIM <br />STUD REQUIREMENTS GREATER THAN PER 10/S9.0 ARE SHOWN ON PLAN. <br />ROOF SHEATHING SHALL BE AS INDICATED ON S1.0. <br />SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. <br />SEE SHEETS S9.0 AND S9.1 FOR TYPICAL WOOD FRAMING DETALS. <br />SEE DETAIL 7/S9.1 FOR OVERFRAMING. PROVIDE BLOCKED EDGE <br />2'x4' HOLE IN SHEATHING FOR ATTIC VENTILATION. <br />PROVIDE MIN (2) STUDS AT BEAM AND GIRDER TRUSS BEARINGS, <br />U.N.Q. <br />NOTES <br />LEGEN D <br />ROOF TRUSSES <br />Y zz <br />/4" <br />STICK FRAMING <br />• • • • • <br />OVERFRAMING <br />. <br />SEE NOTE TO LEFT <br />I �< I <br />ATTIC ACCESS PANEL <br />®POST <br />SIZE AND NUMBER OF <br />BUNDLED STUDS. <br />2xLEDGER <br />TOP PLATE @ <br />+8'-5"A.F.F. <br />TRUSSES @ 24" <br />T'V ---✓ rl.t .t . <br />1/4 Is,= 1 0 03, <br />FLOOR <br />SF STRUCTURAL FASCIA (2x4) U.N.O. <br />FB FLUSH BEAM <br />HDR HEADER <br />GT GIRDER TRUSS <br />GLB GLU—LAMINATED BEAM <br />® 0 POST SIZE & NUMBER OF BUNDLED STUDS <br />STUD WALL HEIGHT 9'-1" <br />ABOVE FIN. FLOOR <br />SECOND FLOOR FRAMING PLAN ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />FRAMING NOTES <br />HANGERS INDICATED ARE SIMPSON STRONG —TIE <br />FLOOR SHEATHING SHALL BE AS INDICATED ON <br />SHEET S1.0. <br />SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL <br />DETAIL. TRIM STUD REQUIREMENTS GREATER THAN <br />PER 10/S9.0 ARE SHOWN ON PLAN. <br />PROVIDE MIN (2) STUDS AT BEAM AND GIRDER <br />TRUSS BEARINGS, U.N.O. <br />rJI 210 <br />F <br />0. C. <br />SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD <br />FRAMING DETAILS. <br />FLOOR FRAMING — 11 / TA 210 @ 16" OC <br />UNLESS NOTED OTHERWISE. SEE FRAMING PLAN <br />FOR EXACT LAYOUT & SPACING. <br />PLUMBING, MECHANICAL AND ELECTRICAL <br />SYSTEMS SHALL BE DESIGNED AND BUILT TO <br />ACCOMMODATE 1/4" PER FLOOR WOOD <br />SHRINKAGE. <br />0 <br />r� <br />U <br />0 <br />N <br />0 <br />t� <br />0 <br />N <br />0 <br />5052 REGISTERED <br />ARCHITECT <br />7OF <br />E. WEIBLE <br />STWASHINGTON <br />L <br />N <br />L <br />N <br />..0 <br />O <br />'L <br />Q <br />V1 <br />C <br />d <br />O <br />'> <br />Z <br />C <br />N <br />u <br />G� <br />L <br />_u <br />Q <br />O <br />C <br />L <br />6 <br />0 <br />r <br />O <br />CV <br />N <br />.O <br />� <br />a <br />O <br />'C <br />p <br />a <br />c. <br />0 <br />v <br />o <br />OZ <br />06 <br />-o <br />to <br />0- <br />-W <br />•.- <br />a <br />C <br />O <br />' <br />tD <br />r <br />® <br />4 <br />0 <br />� <br />c <br />r, <br />, <br />O <br />� <br />M <br />O <br />m <br />a <br />a <br />a <br />= <br />� <br />a <br />0 <br />_ <br />0 <br />tt <br />et <br />O <br />U�. <br />to <br />CL <br />Q <br />> <br />O <br />E <br />V <br />N <br />oC <br />s <br />N <br />® <br />0 <br />E <br />L <br />Z <br />® <br />> <br />O <br />0. <br />O <br />(L <br />U) <br />Job No.: 14-38 <br />Sheet No.: <br />