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SHEAR WALL NOTES <br />M7 <br />PX SHEAR WALL TYPE SHEAR WALL WITH FORCE <br />SEE S1.2 FOR NAILING PX TRANSFER AROUND WINDOW <br />SEE 8/S1.3 <br />HDXX HOLDOWN TYPE — SEE S1.3 FOR SCHEDULE <br />THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED <br />TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG <br />AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. <br />SOME SHEAR WALLS REQUIRE 3x PLATES AT THE <br />FOUNDATION OR AT ABUTTING PANELS. SEE <br />SHEARWALL TABLE SHEET S1.2. <br />SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS <br />1 /8"=1 '-O" <br />BUILDINGS 5,8,9,16,19 & 23 <br />NOTE: SEE FOUNDATION PLAN FOR HOLDOWNS <br />BUILDING TYPE E LOWER LEVEL SHEAR PLAN <br />1 /8"=1 0 BUILDINGS 5,8,9,16,19 & 23 <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />I <br />a� <br />L <br />L <br />V1 <br />M <br />rsi <br />Q <br />//A^ <br />vJ <br />i <br />c <br />V <br />Z <br />N <br />O'^ <br />( <br />Q% <br />�C <br />Ln <br />,O_,^^ <br />V\) <br />i <br />/ <br />W <br />/ <br />W <br />Q <br />W <br />W <br />0 <br />1 0 <br />ch <br />cfl <br />a <br />r <br />o <br />as=o <br />V <br />c, <br />00 <br />ui <br />0-%- <br />0 ' <br />WN <br />M <br />t1. <br />°6 <br />>m <br />cc <br />Cl- <br />Cl <br />Fm� <br />� Q <br />o N <br />� <br />C <br />� J <br />rf 1i <br />a <br />L <br />z <br />(j) aL) <br />W <br />� <br />Z <br />m a <br />a <br />tl) <br />J <br />m <br />�a <br />00 <br />CD <br />E <br />C <br />O <br />_ <br />0 <br />W <br />o <br />= <br />0 <br />t!? <br />CL <br />W <br />J <br />0 <br />= <br />?? <br />7 <br />t <br />V <br />ui <br />° <br />(D <br />G <br />Z <br />I— <br />W <br />i <br />G <br />G <br />o <br />a <br />� <br />r <br />Q <br />r <br />Job No.: 13-47 <br />z <br />191 Sheet No.: <br />Sheet Order: A B U F R E S D IdF15 <br />