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S H EARWALL NOTES <br />(::P6) <br />SHEAR WALL TYPE —SEE 14/St.t FOR NAILING <br />4 P6 SHEAR WALL WITH FORCE TRANSFER <br />AROUND WINDOWS. SEE 8/51.2 fOR <br />?c DETAILS. <br />�-- HD HOLDOWN TYPE — SEE 10/S1.2 FOR SCHEDULE <br />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 />11 %" TJI <br />© 16" <br />(T <br />2xLEDGER <br />TOP PLATE @ <br />+8'-5"A.F.F. <br />TRUSSES @ 24" <br />ALL EXTERIOR SHEARWALLS <br />3020 -R SECOND FLOOR SHEARWALLS SHALL BE P6TN UAO. <br />1 /4„=1,-0” <br />ROOF FRAMING <br />TRUSS SPACING: 24" O.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 7/89.1 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.O. <br />NOTES <br />� Am lv� <br />I ml <br />1/4 01=1 S-0" <br />FLOOR <br />L E G E N D SF STRUCTURAL FASCIA (2x4) U.N.O. <br />ROOF TRUSSES I FB FLUSH BEAM <br />'/ lov <br />STICK FRAMING <br />• • •7711 <br />OVERFRAMING <br />. ' ". <br />SEE NOTE TO LEFT <br />I �< I <br />ATTIC ACCESS PANEL <br />Imo— —y <br />® ®POST <br />SIZE AND NUMBER OF <br />BUNDLED STUDS. <br />HDR HEADER <br />GT GIRDER TRUSS <br />GLB GLU-LAMINATED BEAM <br />Z (2) POST SIZE & NUMBER OF BUNDLED STUDS <br />STUD WALL HEIGHT 9'-1" <br />ABOVE FIN. FLOOR <br />SECOND FLOOR FRAMING PLAN ALL EXTEBIO P6TN SHEARWA <br />U.OLLS <br />SLL <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 />FJI 210 <br />SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD <br />FRAMING DETAILS. <br />FLOOR FRAMING - 113/8 TJI 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 />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />L <br />N <br />L <br />V1 <br />'L <br />Q <br />V� <br />O <br />> <br />z <br />� <br />N <br />L <br />Q <br />a <br />L <br />~- <br />a <br />a7 <br />A <br />O <br />v <br />o <br />O <br />Z <br />06 <br />-ci <br />"- <br />o <br />CO <br />r <br />� <br />a. <br />a <br />00 <br />O <br />r <br />CLtt� <br />� <br />(L <br />c <br />a <br />r <br />O <br />r <br />M <br />O <br />m <br />c <br />L <br />o <br />= <br />0 <br />y <br />0um <br />/ <br />O <br />r <br />tt <br />r <br />c <br />0 <br />>% <br />yL� <br />L <br />Ri <br />CL <br />1 <br />=0 <br />E <br />V <br />s <br />N <br />M <br />� <br />� <br />L <br />Z <br />an <br />w <br />0 <br />Job No.: 14-38 <br />Sheet No.: <br />