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STEM WALL <br />PER 1/S07 <br />Q <br />° <br />(2) #4 ° Q <br />Q ° aQ <br />' ° <br />a <br />#4 VERT. 4 °Q Q #4 VERT. <br />d 8 d as <br />d Q <br />a ° <br />Q. 4 d <br />Q d <br />2'_0" ° I°Qa a a 2'_0" <br />° a Q <br />pd <br />4 <br />° a <br />A 4 a <br />° 4 <br />° Q ° a a ° < <br />Q ° d <br />SHEAR WALL <br />EDGE NAILING <br />#4 @ 16"oc, HORN <br />#4 @ 16"oc, VERT. <br />(ALT. HOOKS) <br />FOOTING PER 1/S07 <br />3'-0" <br />MAX <br />20 <br />AIR SPACE PER ARCHL <br />STUD DEMISING WALLS <br />PER PLAN <br />SHEATHING PER 1/S06 @ <br />SHEAR WALLS <br />2x4 P.T. PLATES w/ A. B.'s AND <br />PLATE WASHERS PER 1/S06 @ <br />SHEAR WALLS <br />#4, TOP CLEAR PER ARCHL <br />• • FOOTING & REINF. <br />PER 1/S07 <br />EQ —III sll—1 EQ 15 <br />10 <br />5 <br />SHEAR WALL <br />EDGE NAILING <br />SLAB -ON -GRADE <br />PER PLAN (ELEV. <br />VARIES) <br />#4 @ 16"oc, HORIZ. <br />#4 @ 16"oc, VERT.— <br />(ALT. HOOKS) <br />SHEAR WALL <br />EDGE NAILING <br />SLAB -ON -GRADE <br />PER PLAN (ELEV. <br />#4 @ 16"oc, HORIZ. <br />#4 @ 16"oc, VERT. <br />(ALT. HOOKS) <br />19 <br />ICA <br />AIR SPACE PER ARCHL <br />STUD DEMISING WALLS <br />PER PLAN <br />SHEATHING PER 1/S06 @ <br />SHEAR WALLS <br />2x4 P.T. PLATES w/ A.B.'s AND <br />PLATE WASHERS PER 1/S06 @ <br />SHEAR WALLS <br />#4, TOP CLEAR PER ARCHL <br />�I <br />EQ 91'- 6" <br />AIR SPACE PER ARCHL <br />STUD DEMISING WALLS <br />PER PLAN <br />SHEATHING PER 1/S06 @ <br />SHEAR WALLS <br />2x4 P.T. PLATES w/ A.B.'s AND <br />PLATE WASHERS PER 1/S06 @ <br />\ SHEAR WALLS <br />TOP <br />EQ EQ <br />1111 <br />1_64 <br />SHEATHING PER 1/S06 <br />@ SHEAR WALLS <br />MUDSILL PER 1/S07 <br />PANEL EDGE NAILING <br />SLAB -ON -GRADE <br />PER PLAN <br />X <br />SLAB -ON -GRADE <br />PER PLAN <br />FOOTING AND <br />REINF. PER 1/S07 <br />EATHING <br />_F OF <br />PER PLAN <br />D <br />im <br />2x STUD WALL PER PLAN <br />RIGID INSULATION AS REQ'D AT <br />HEATED SPACE AT SLAB PER <br />ARCHL. <br />PER 1/S07 <br />STEM WALL AND FOOTING <br />PER 1/S07 13 <br />#4, TOP <br />X . a <br />a <br />� <br />01 <br />7 (2)2x STUD - NAIL SHEATHING <br />TO EACH MEMBER w/ HALF OF <br />SHEATHING NAILS <br />STRAP HOLD DOWN PER PLAN <br />APPLIED OVER SHEATHING <br />ANCHOR BOLTS PER 1/S06 <br />STEM WALL PER <br />FOUNDATION PLAN <br />7 <br />— -- ° <br />4 <br />®° a dO d°�. as <br />Q <br />;i2a d <br />a a <br />-- m <br />° ° a <br />Q ° °' Q <br />° d <br />° d a ° a Q <br />CORNER BARS TO <br />MATCH HORIZ. REINF. <br />(ALT. HOOKS AT <br />INTERMEDIATE WALLS) <br />ADDITIONAL VERT. <br />BAR @ CORNER <br />2x STUD WALL PER PLAN <br />MUDSILL PER VIE <br />SLAB -ON -GRADE <br />PER PLAN <br />• <br />17 <br />CONCRETE WALLS <br />AND FOOTINGS <br />CORNER BARS <br />12 <br />SHEATHING PER 1/S06 <br />PANEL EDGE NAILING <br />STEM WALL AND FOOTING <br />PER 1/S07 <br />PLAN <br />SIZE <br />REINFORCING <br />CAL OUT <br />REFEREINCE <br />24 <br />24" sq x 8" thick <br />(2) #4 EA. WAY <br />BOTTOM <br />30 <br />30" sq x 8" thick <br />(3) #4 EA. WAY <br />BOTTOM <br />36 <br />36" sq x 12" thick <br />(4) #4 EA. WAY <br />BOTTOM <br />42 <br />42" sq x 12" thick <br />(5) #4 EA. WAY <br />BOTTOM <br />7 <br />a <br />a <br />(1)#4 x 36" DIAGONAL <br />a <br />ZA <br />NORMAL FOOTING <br />REINFORCING <br />2x STUD WALL — <br />PER PLAN <br />MUDSILL PER VIE <br />SLAB -ON -GRADE <br />PER PLAN <br />2x6 P.T. PLATE W/ <br />MUDSILL ANCHOR: <br />PER 1/S06 <br />2x6 P.T. PLATE <br />w/ A.B.'s AND PLATE <br />WASHERS PER 1/S06 <br />#4, TOP <br />#4 @ 18"oc, HORIZ. <br />#4 @ 18"oc, VERT. <br />(ALT. HOOKS) <br />(2)#4, BOTTOM <br />Tno orinir oro <br />a <br />16 <br />-NORMAL FOOTING <br />REINFORCING <br />ADD'L BARS TO <br />MATCH NORMAL <br />REINFORCING <br />INE OF EXCAVATION <br />STEP IN FOOTING <br />11 <br />SHEATHING PER 1/S06 <br />PANEL EDGE NAILING <br />STEM WALL AND FOOTING <br />PER 1/S07 <br />ALT. MUDSILL ANCHOR <br />TYP. <br />4'-0" MAX <br />UNBALANCED <br />FILL <br />M <br />2 1 <br />V J <br />y <br />4 <br />� <br />U <br />o <br />W <br />0 <br />o <br />w <br />z <br />x <br />z <br />E. <br />BTL <br />ENGINEERING P.S. <br />ON°�o��oo <br />HONE 1�18."°"wd � <br />T. <br />�OF AS9/� <br />z <br />S 5666 .,hT <br />ee�evzezz <br />Revision Schedule <br /># <br />DESCRIPTION <br />DATE <br />PERMITSET <br />09/02/2022 <br />1 <br />CITY COMMENTS <br />05/17/2023 <br />2 <br />REVISIONS <br />11/30/2023 <br />J_ <br />Q <br />W <br />I� <br />x <br />(3) <br />LL <br />1 <br />0 <br />.. <br />EC <br />0 a, <br />C <br />i <br />Cl) <br />O <br />Z <br />0 <br />E <br />ED <br />O <br />> <br />O <br />CM LLI <br />Uj <br />U) <br />i <br />0 <br />Cz <br />�5ACIE HOME-5 <br />u o a r ry w e s r <br />Sage Homes Northwest <br />9505 19th Ave SE <br />Suite 118 <br />Everett, WA 98208 <br />www.sagehomesnw.com <br />JOB NO.: <br />22-447-02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Y4" = 1'-0" <br />DRAWN: BIDS <br />CHCKD: RMH <br />SHEET NO.: <br />S07 <br />