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STEM WALL -(2)2x STUD-NAIL SHEATHING TO EACH MEMBER w/HALF OF <br /> PER 1/507 TOP REINF.PER <br /> SHEATHING NAILS PLAN - <br /> - STRAP HOLD DOWN PER PLAN <br /> (2)#4 • APPLIED OVER SHEATHING \ ` <br /> #4 VERT. #4 VERT. ANCHOR BOLTS PER 1/SOB — <br /> STEM WALL PER 4 . ? <br /> FOUNDATION PLAN 2� <br /> 2'0" / / / / 2'-000 <br /> / 2,1„ , <br /> \ III I <br /> • � /�} ADD'L VERT.REINF. BTL <br /> m� <br /> 1'x ENGINEERING P.S. <br /> FOOTING PER 11S07 - <br /> MAX <br /> 20 19 18 17 16 <br /> '.: T-13"MIN. D _ amnou <br /> AIR SPACE PER ARCHL I / / / a,Nuensm.ew. <br /> (( CORNER BARS 70 <br /> STUD DEMISING WALLS ..- >' MATCH HORIZ.REINF. oesca anos <br /> PER PLAN >'- (ALT.HOOKS E . onre <br /> POST PER PLAN INTERMEDIATE WALLS) vsarnrr ser oaoarso:s <br /> • • se'0 ANCHOR BOLTS -- - <br /> GWBPERARCH'L � ' <br /> SHEATHING PER 1/S06 WASHERS <br /> STANDARD <br /> �SHEAR WALLS WASHERS � STUD WALL PER PLAN — <br /> ` (EMBED 8" ` • (1Xi4 z36"DIAGONAL <br /> POST BASE PER PLAN <br /> /se'0 ANCHOR BOLT <br /> r I 2x P.T.PLATE <br /> SHEAR WALL ( 12"0 PLINTH wl(3)#4 VERT ---_ \ <br /> 2x4 P.T.PLATES w/A.B.'s AND 1 o <br /> EDGE NAILING rr 8#3 x' TIES 12"oc RIGID INSULATIONAS 13 PER <br /> AT \ <br /> PLATE WASHERS PER 1/S A '� HEATED SPACE AT SLAB PER <br /> �SHEAR WALLS(NO MASAP � _� I ARCHL. <br /> ALTERNATE ALLOWED) ,o <br /> PER PLAN <br /> \ <br /> - NORMAL FORCINFOOTING\ PER PLAN ADDITIONAL VERT. CONCRETE WALLS �i REINFORCING J <br /> #4•TOP CLEAR PER ARCH'L \ \ BAR CORNER AND FOOTINGS q <br /> FOOTING PER PLAN ADD'L BARS TO Q <br /> \ REINF.PER PLAN i � m\ V <br /> MATCH NORMAL <br /> W REINFORCING w <br /> #4 C 16"oc,HORIZ. ? - <br /> � REINF.PER 1/S07 _ NORMAL FOOTING Q <br /> #4 @ 16"oc,VERT. \ !4 -- y REINFORCING <br /> (ALT.HOOKS) <br /> 1 LINE OF EXCAVATION <br /> STEM WALL AND FOOTING <br /> (2)#4,BOTTOM \ \ PER 1/S07 <br /> CORNER BARS STEP IN FOOTING <br /> EG/ / 10" / /EO 15 14 13 12 11 <br /> cn <br /> AIR SPACE PER ARCHL C <br /> \X' STUD DEMISING WALLS C <br /> POST PER PLAN GWB PER ARCHL PER PLAN <br /> O <br /> SHEATHING PER 1/S06 -' U <br /> @ SHEAR WALLS 2x STUD WALL J <br /> PER PLAN <br /> POST BASE PER PLAN _ v o = <br /> 2x STUD WALL -- SHEATHING PER 1/SO6 SHEATHING PER 1/SDB Q <br /> w/'z'0 ALL-THREAD SHEAR WALL ,O <br /> W SET-XP EPO%V(or SIM) EDGE NAILING PER PLAN <br /> 10"0 PLINTH w/(3)#4 VERT ,-2x4 P.T.PLATES w/A.B:s AND MUDSILL PER 1IS07 <br /> EMBED 4" ` &#3 x TIES Q 12"oc PLATE WASHERS PER 1/S06 �I <br /> SLAB-ON-GRADE i � @ SHEAR WALLS(NO MASAP MUDSILL PER 1/S07 11J <br /> PER PLAN(ELEV. / ALTERNATE ALLOWED) PANEL EDGE NAILING N Ur <br /> -PANEL EDGE NAILING SLAB-ON-GRADE 1"- � U <br /> VARIES) PER PLAN (z «: CC <br /> SLAB-ON-GRADE > U <br /> _ #4,TOP CLEAR PER ARCHL PER PLAN W LL <br /> REINF.PER PLAN FOOTING PER PLAN jai //) 0 <br /> #4 @ 16"oc,HORIZ. = <br /> #4®16"oc,VERT. <br /> (ALT.HOOKS) <br /> STEM WALL AND FOOTING STEM WALL AND FOOTING <br /> (2)#4,BOTTOM -- _.. \ PER 1/S07 PER VS07 M <br /> 1 O EO/ / 10" EO 9 8 7 6 LLJ <br /> 2xB P.T.PLATE UNO W/ <br /> AIR SPACE PER ARCHL -AIR SPACE PER ARCHL PER SIL ANCHORS <br /> STUD DEMISING WALLS STUD DEMISING WALLS `I ALT,MUDSILL ANCHOR <br /> GWB PER ARCHL PER PLANGWB PER ARCHL PER PLAN I y <br /> •''I • • • UNOa <br /> SHEATHING PER 1ISDB 2x6 P.T.PLATE <br /> w/A.B:s AND PLATE ATE O <br /> s @ SHEAR WALLS --SHEATHING PER 1/806 <br /> SLAB-ON-GRADE @ SHEAR WALLS WASHERS PER 1/S06 4'-0"MAX u <br /> PER PLAN i \ UNBALANCED d <br /> SHEAR WALL EDGE NAILING <br /> SHEAR WALL <br /> 1 EDGE NAILING PLAN SIZE REINFORCING DETAIL #4,TOP FILL\ \ <br /> 2z4 P.T.PLATES w/A.B.'s AND 2z4 P.T.PLATES w/A.B:s AND CALLOUT REFERENCE <br /> PLATE WASHERS PER 1/SO6 PLATE WASHERS PER 1/SOB #4,TOP #4 Q W'oc,HORIZ. <br /> C SHEAR WALLS(NO MASAP SLAB-ON-GRADE / A SHEAR WALLS WE MASAP SLAB-ON-GRADE p <br /> (NOJOB NO.: <br /> ALTERNATE ALLOWED) ALTERNATE ALLOWED) PER PLAN (AT.iOO VERT. 24 24"sgx6"thick (2)#4 - (AT.HOO VERT. 23.239-06 <br /> PER PLAN(ELEV. (ALT.HOOKS) (ALT.HOOKS) �_ <br /> #4,TOP / VARIES) , (3)#4 EA WAY \ <br /> 30 30"sq x 8"thick BOTTOM PLOT DATE <br /> #4 @ 24"oc,HORIZ. - -- -- _ () 08/08/2023 <br /> 36 36"sq x 12"thick 4#4 EA.WAY - (2)#4,BOTTOM \ <br /> BOTTOM <br /> #4 @ 24"oc,VERT. DATE: 06/06/2023 <br /> #4,TOP #4 @ 16"oc,HORIZ. #4,TOP 42 42"sq z 12"thick (5)#4 EA.WAY \ \ <br /> BOTTOM SCALE: 4-1'-0" <br /> #4 C 24"ac,VERT. #4 @ 16"oc,VERT. (2)#4,BOTTOM ' \ <br /> DRAWN: BDS <br /> \ (ALT.HOOKS) - -�` /5"/ 8" /5"/TYP. CHCKD: RMH <br /> to <br /> (2)#4,BOTTOM \ (2)#4,BOTTOM _-� <br /> / 1 / BLDG: SHEET NO. <br /> 3" //8"/6"//3" C EO/ / 10" -o{•-EO 3 2 <br />