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EXISTING BEAM <br />LINE TO REMAIN <br />EXISTING <br />BEAM/HDR TO <br />REMAIN TYP <br />EXISTING BEAM <br />LINE TO REMAIN <br />NO SIGNIFICANT LATERAL IMPACT FROM <br />REMODEL - HENCE EXISTING LATERAL <br />SYSTEM NOT COMPROMISED PER <br />PROPOSED SCOPE. RATHER, MORE WALLS <br />ARE ADDED WHICH WILL INCREASE <br />BUILDING PERFORMANCE <br />FLOORFIRST ' PLAI <br />SHEAR WALL SCHEDULE <br />HOLDOWN BY SIMPSON <br />(STHD/MST/HDU/ND, TYP) <br />#K <br />J n INDICATES THE NUMBER OF KING AND JACK STUDS <br />® - INDICATES SHEARWALL LOCATION (SW# - SHEAR WALL MARK) <br />CS16 - HORIZONTAL STRAP (EXAMPLE) <br />HEADER <br />SW6 A.1) o SHEAR WALL CALLOUT <br />REFERENCE TO WALL DESIGNATION IN THE CALCULATION PACKAGE <br />REFERENCE TO SHEAR WALL TYPE PER SHEAR WALL SCHEDULE <br />3 1/6" X 9" GLD JFH-5) - EXAMPLE <br />REFERENCE TO BEAM OR TRUSS CALCULATION IN <br />CALCULATION PACKAGE <br />BEAM OR TRUSS MEMBER <br />WALL <br />SHEATHING <br />PANEL EDGE NAILING <br />(COMMON OR GALV <br />PDX NAILS) <br />PANEL <br />EDGE <br />STUDS <br />ANCHOR BOLTS <br />5/8" 0 EMBED 7" <br />RIM CONNECTION <br />AT MUD SILL/ PLATE <br />AT ROOF SAVE <br />TOP PLATE <br />AT SILL PLATE <br />(SINKER NAIL .1480 x 3 1/4") <br />SW6 <br />7/16" APA PLY ONE SIDE <br />3d AT 6" O,C, <br />2x <br />48" O.C. IN 2x PLATE <br />LTP4 AT 24" O.C. <br />RBC AT 16" O.C. <br />16d AT 6" O.C. <br />SW4 <br />7/16" APA PLY ONE SIDE <br />8d AT 4" O.C. <br />2x <br />32" O.C. IN 2x PLATE <br />LTP4 AT 16" O.C. <br />RBC AT 12" O.C. <br />16d AT 4" O.C. <br />SW3 <br />7/16" APA PLY ONE SIDE <br />8d AT 3" O.C. <br />3x <br />16" O.C. IN 2x PLATE <br />LTP4 AT 16" O.C. <br />RBC AT 8" O,C. <br />16d AT 3" O.C. <br />SW2 <br />7/16" APA PLY ONE SIDE <br />8d AT 2" O.C. <br />3x <br />12" O,C, IN 2x PLATE <br />LTP4 AT 12" O.C. <br />RBC AT 8" O.C. <br />16d AT 2" O.C. <br />2W4 <br />7/16" APA PLY TWO SIDES <br />8d AT 4" O.C. EA SIDE <br />3x <br />24" OkC IN 3x PLATE <br />LTP4+A35 @ 16" O.C. EA SIDE <br />N.A. AT ROOF SAVE <br />(2) ROWS 16d AT 4" O.C. <br />2W3 <br />7/16" APA PLY TWO SIDES <br />8d AT 3" O.C. EA SIDE <br />3x <br />16" O.C. IN 3x PLATE <br />LTP4+A36 @ 16" O.C. EA SIDE <br />N.A. AT ROOF SAVE <br />(2) ROWS 16d AT 3" O.C. <br />2W2 <br />7/16" APA PLY TWO SIDES <br />8d AT 2" O.C. EA SIDE <br />3x <br />16" O.C. IN 3x PLATE <br />LTP4+A35 @ 12" O.C. EA SIDE <br />N.A. AT ROOF SAVE <br />(2) ROWS 16d AT 2" O.C. <br />-- ; <br />` <br />Mt <br />r r <br />Go z <br />LU <br />D <br />z Li <br />z <br />m <br />Ill <br />z w 7 <br />00 tii <br />ABDC COMMENT REVIEW (12-9-21) <br />1818 HOLBROOK <br />AVENUE REMODEL <br />1818 HOLBROOK AVENUE <br />EVERETT, WA 98203 <br />210515©4 <br />SOS <br />M RT <br />9/8/202 1 <br />24X36 SHEET: 1/4"= V-0" <br />