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(2) <br />#4 <br />SHEAR WALL <br />EDGE NAILING <br />#4 16"=, HORIZ. <br />#4 16"oc, VERT. <br />(ALT. HOOKS) <br />FOOTING PER 11S07 <br />20 <br />-- <br />-ACE PER ARCH'L <br />STUD DEMISING WALLS <br />PER PLAN <br />SHEATHING PER 1/SO6 0 <br />SHEAR WALLS <br />6/e'0 ANCHOR BOLTS <br />@60"oc W/ STANDARD <br />2x4 P.T. PLATES w/A.B.'s AND <br />PLATE WASHERS PER 1/S08 0 <br />WASHERS <br />SHEAR WALLS <br />2x P.T. PLATE <br />#4, TOP CLEAR PER ARCH'L <br />SLAB -ON -GRADE <br />PER PLAN <br />FOOTING & REINF. <br />PER 1/S07 <br />EQ 8" EQ 15 <br />SHEAR WALL — <br />EDGE NAILING <br />SLAB -ON -GRADE <br />PER PLAN(ELEV. <br />VARIES) <br />#4 16"o0, HORIZ <br />#4 16"oc, VERT: <br />(ALT. HOOKS) <br />10 <br />SHEAR WALL <br />EDGE NAILING <br />SLAB -ON -GRADE <br />PER PLAN (ELEV. <br />VARIES) <br />X X <br />04 a 18"oc, HORIZ. f <br />04 016"oc, VERT. <br />(ALT, HOOKS) <br />5 <br />12 <br />#4 x� <br />+z <br />� 12"oc <br />19 <br />STUD WALL PER PLAN <br />X—X� X X <br />(2)#4 CONT. <br />14 <br />AIR SPACE PER ARCH'L <br />STUD DEMISING WALLS <br />PER PLAN <br />SHEATHING PER 1/SO6 Q <br />SHEAR WALLS <br />2x4 P.T. PLATES w/A.B.'s AND <br />PLATE WASHERS PER 1/SO6 <br />SHEAR WALLS <br />— #4, TOP CLEAR PER ARCH'L <br />tp <br />(2)2x STUD - NAIL SHEATHING <br />POST PER PLAN - NAIL SHEATHING <br />TO EACH MEMBER w/ HALF OF <br />TO POST W/ (2) ROWS HALF OF <br />SHEATHING NAILS <br />- REDID EDGE NAILING <br />STRAP HOLD DOWN PER PLAN <br />HDU HOLD DOWN AND A.B. PER PLAN <br />APPLIED OVER SHEATHING <br />ANCHOR BOLTS PER 11SO6 <br />ANCHOR BOLTS PER 1/SO6 <br />�,• o <br />STEM WALL PER <br />FOUNDATION PLAN <br />w <br />m O <br />e <br />II O <br />L9 S <br />. <br />1Y2". <br />c c <br />STEM WALL PER <br />— <br />----� <br />FOUNDATION PLAN 18 <br />- <br />17 <br />CORNER BARS TO <br />MATCH HORIZ. REINF. <br />(ALT. HOOKS AT <br />INTERMEDIATE WALLS) <br />SHEATHING PER 1/SOB <br />SHEAR WALLS 2x STUD WALL PER PLAN <br />MUDSILL PER 1/SO7 <br />PANEL EDGE NAILING RIGID INSULATION AS REQ'D AT <br />HEATED SPACE AT SLAB PER <br />I ARCHL. <br />SLAB -ON -GRADE ADDITIONAL VERT. CONCRETE WALLS <br />PER PLAN V—STEM <br />BAR CORNER AND FOOTINGS <br />i <br />'4 <br />OOTING CORNER BARS <br />PER,/SO7 13 <br />12 <br />EO 8" EQ C1 <br />pl„ �9 <br />AIRSPACE PER ARCH'L <br />STUD DEMISING WALLS <br />PER PLAN <br />SHEATHING PER 1/SO6 0 <br />SHEAR WALLS <br />2x4 P.T. PLATES w/A.B.'s AND <br />PLATE WASHERS PER 1/SOB 0 <br />SHEAR WALLS <br />SLAB -ON -GRADE <br />PER PLAN <br />x ii ii x X X x x ) <br />TOPI _ <br />1 <br />FOOTING AND <br />REINF. PER 1/S07 <br />04, TOP <br />N. <br />16 1 <br />(1)01 x 36" DIAGONAL <br />REINFORCING <br />J ADD'L BARS TO <br />MATCH NORMAL <br />REINFORCING <br />NORMAL FOOTING <br />REINFORCING <br />LINE OF EXCAVATION <br />STEP IN FOOTING <br />11 <br />2x STUD WALL <br />PER PLAN <br />2x STUD WALL <br />SHEATHING PER 1/SO6 <br />SHEATHING PER 1/SO6 <br />PER PLAN <br />MUDSILL PER 1IS07 <br />MUDSILL PER 1/S07 <br />PANEL EDGE NAILING <br />SLAB -ON -GRADE <br />�I <br />�PANELE.GE <br />NAILING <br />PSLAB-OWGRAD�EER PLAN <br />I <br />SLAB-OWGRADE <br />PER PLAN <br />X X <br />X <br />X X <br />X <br />STEM WALL AND FOOTING <br />STEM WALL AND FOOTING <br />PER 1/SO7 <br />PER 1/SO7 <br />7 <br />6 <br />2x6 P.T. PLATE W/ — <br />MUDSILL ANCHORS <br />PER 1/SOB <br />ALT. MUDSILL ANCHOR II <br />2x8 P.T. PLATE <br />w/ A.B.'s AND PLATE <br />WASHERS PER 1/S08 <br />— 4'-0" MAX <br />PLAN CALLOUT <br />SIZE <br />REINFORCING <br />DETAIL <br />REFERENCE <br />24 <br />24" eq x 8" thick <br />(2) #4 EA. WAY <br />- <br />BOTTOM <br />30 <br />30" eq x 8" thick <br />(3) #4 EA. WAY <br />. <br />BOTTOM <br />O <br />38" sq x 12" thick <br />(4) #4 EA. WAY <br />- <br />BOTTOM <br />42 <br />42" sq x 12" thick <br />(5) #4 EA. WAY <br />- <br />BOTTOM <br />EQ EQ 4 3 2 <br />UNBALANCED <br />#4, TOP FILL <br />#4 @ 18"oc, HORIZ. <br />#4 @ 18"oc, VERT. <br />(ALT. HOOKS) <br />i <br />(2)#4, BOTTOM FI I 1 <br />TYR <br />1 <br />Everett, WA DB208 <br />www.sagehomeenw.c <br />JOB NO.: <br />22-447.02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Y4" = 1'-O" <br />DRAWN: BDS <br />CHCKD: RMH <br />SHEET NO.: <br />S07 <br />