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STEM WALL w <br /> PER 1/S07 -(2)2x STUD-NAIL SHEATHING <br /> -I TO EACH MEMBER W HALF OF TOP REINF.PER <br /> ti <br /> SHEATHING NAILS PLAN <br /> (2)#4 --STRAP HOLD DOWN PER PLAN <br /> •1 <� <br /> �L ' <br /> • - APPLIED OVER SHEATHING \ u <br /> #4 VERT. #4 VERT. G <br /> r-ANCHOR BOLTS PER 1/8O6 -- <br /> f <br /> - STEM WALL PER 0 ~ <br /> 2'-0" / / / / 2'-0" -FOUNDATION PLAN <br /> S� <br /> 00 <br /> m <br /> ADD'L VERT.REINF. BTL <br /> FOOTING PER 1/S07 <br /> / MAX <br /> MAX ,.,"...,...... ..........:. <br /> T. <br /> 20 19 18 17 16 <br /> AIR SPACE PER ARCHL <br /> CORNERBARSTO 3'-0"MIN. /D/ <br /> STUD DEMISING WALLS ! MATCH HORIZ_REINF. <br /> PER PLAN + osscavron ITE <br /> POST PER PLAN --�' '� °� INTERMEDIATE WALLS) <br /> vEsurssr asroersma <br /> GWB PER ARCH QL • • ) O ANCHOR BOLTS - <br /> SHEATHING PER 1/SOB 80"oc W/STANDARD <br /> 0 SHEAR WALLS WASHERS STUD WALL PER PLAN <br /> POST BASE PER PLAN ( <br /> • -- • 1 <br /> !se"O ANCHOR BOLT Wf4x38"DIAGONAL <br /> SHEAR WALL (EMBED 8"MIN) 2x P.T.PLATE - <br /> EDGE NAILING 2x4 P.T.PLATES w/A.B.'s AND 12"0 PLINTH W(3)#4 VERT \ <br /> PLATE WASHERS PER 1/SO6 8#3 x'. TIES Q 12"oc I RIGID INSULATION AS REO'D AT <br /> SHEAR WALLS(NO MASAP -- HEATED SPACE AT SLAB PER \ <br /> ALTERNATE ALLOWED) ARCHL. <br /> I <br /> SLAB-ON-GRADE <br /> PER PLAN <br /> NORMAL FOOTING <br /> ADDITIONAL VERT. x/l <br /> #4 TOP CLEAR PER ARCHL \ - - - \ i' BAR CORNER CONCRETE WALLS REINFORCING <br /> \ REINF.PER PLAN - FOOTING PER PLAN --- r AND FOOTINGS q <br /> ADD'L BARS TO Q <br /> 1q MATCH NORMAL <br /> 04 @ 16"oc,HORIZ. z REINFORCING w <br /> E <br /> #4 C 16'oc,VERT. �q --- REINF.PER 1/507 NORMAL FOOTING Q <br /> (ALT.HOOKS) \ .._. \ - 1 REINFORCING <br /> LINE OF EXCAVATION <br /> (2)#4,BOTTOM \ \ STEM WALL AND FOOTING <br /> PER 1/807 CORNER BARS STEP IN FOOTING <br /> E°' ' '°" ' 'EG 15 14 1 13 12 11 <br /> Aim--AIR SPACE PER ARCH'L 11 (/) <br /> ,` I! STUD DEMISING WALLS <br /> r <br /> POST PER PLAN �\ - GWB PER ARCHL PER PLAN E <br /> • <br /> i <br /> SHEATHING PER 1/SO6 - <br /> G SHEAR WALLS 2x STUD WALL J <br /> POST BASE PER PLAN PER PLAN <br /> w/'s'O ALL-THREAD SHEAR WALL 2x STUD WALL <br /> O = <br /> w/SET-XP EPDXY(or SIM) EDGE NAILING - ` -SHEATHING PER 1/SO6 SHEATHING PER 1/SO6 <br /> EMBED 4" 10"0 PLINTH w!(3Xt4 VERT ;-2x4 P.T.PLATES W/A.B.'s AND PER PLAN o <br /> 8#3 x TIES @ 12"oc i PLATE WASHERS PER 1/SO6 / MUDSILL PER 1/807 C <br /> L <br /> SLAB-ON-GRADE 'i % ®SHEAR WALLS(NO MASAP MUDSILL PER 1/S07 ^+ to W <br /> PER PLAN(ELEV. ALTERNATE ALLOWED) --PANEL EDGE NAILING SLAB-ON-GRADE PANEL EDGE NAILING W (' <br /> VARIES) L 3 <br /> PER PLAN 0 <br /> Cz <br /> -- _ SLAB-ON-GRADE .,.III , \ -� <br /> i / tD <br /> d Cr <br /> REINF.PER PLAN FOOTING PER PLAN i TOP CLEAR PER ARCHL PER PLAN ///�� > LL <br /> 1 - VJ Q <br /> LU <br /> #4 C 16"oc,HORIZ. z - - C- <br /> (A HOOKS) <br /> T. O VERT. \ ,q o <br /> (ALT.HOOKS) <br /> -STEM WALL AND FOOTING STEM WALL AND FOOTING <br /> (2)#4,BOTTOM ---- •__.\ _ PER 1/S07 PER 1/S07 M <br /> W <br /> 10 EO/ / ,-6" 9 8 7 6 <br /> 2.6 P.T.PLATE UNO W/ <br /> AIR SPACE PER ARCH'L A.f--- AIR SPACE PER ARCHL MUDSILL ANCHORS <br /> PER 1/SOB <br /> STUD DEMISING WALLS S <br /> GWB PER ARCHL STUD DEMISING WALLS <br /> GWB PER ARCHL PER PLAN PER PLAN ALT.MUDSILL ANCHOR .� <br /> y <br /> • SHEATHING PER 1/SO6 • O -o <br /> SHEAR WALLS -SHEATHING PER 1/SD6 2x6 P.T.PLATE LINO .N <br /> SLAB-ON-GRADE w/A.B.'s AND PLATE d <br /> 0 SHEAR WALLS WASHERS PER 1/SOB <br /> PER PLAN ��' SHEAR WALL EDGE NAILING ----- 4'-0"MAX <br /> 1 SHEAR WALL - UNBALANCED t1 <br /> EDGE NAILING PLAN DETAIL #4,TOP FILL <br /> 2x4 P.T.PLATES w/A.B.'s AND 2x4 P,T.PLATES W A.B.'s AND SIZE REINFORCING Q <br /> PLATE WASHERS PER 1/S06 I� PLATE WASHERS PER 1/SO6 04 TOP CALLOUT REFERENCE \ \ <br /> @ SHEAR WALLS(NO MASAP SLAB-ON-GRADE 0 SHEAR E ALLOWED)ASAP SLAB-ON-GRADE #4 18"oc,HORIZ. <br /> ALTERNATE ALLOWED) PER PLAN ELEV. #4 18"oc,VERT. 24 24"aq x 8"thick (2)#4 EA.WAY JOB NO.: <br /> #4,TOP VARIES) PER PLAN (ALT.HOOKS) BOTTOM - #4 @ 18"oc,VERT. 23-239-06 <br /> 1 --..- (ALT.HOOKS) z <br /> #4 @ 24"oc,HORIZ. / __ __ { P 30 30">w x 8"thick (3)#4 BOTTOM PLOT\ <br /> 1 EA <br /> #4 @ 24"oc,VERT. 38 38"sq - - - `-4 PLOT DATE <br /> x 12"[hick l4)#4 TT WAY (2)#4,BOTTOM \ O6/0812023 <br /> #4,TOP ', i, \ . BOTTOM <br /> #4 C 16"oc,HORIZ. #4,TOP 5 42 42"sq x 12"thick (5)#4 EA.WAY -- " DATE: O6/OB/2023 <br /> '-_-- BOTTOM - \ \ SCALE: <br /> " 1+"e1'-0' <br /> #4 @ 24"oc,VERT. #4 a 16"oc,VERT. \ <br /> \ (ALT.HOOKS) —�-�, (2)#4,BOTTOM DRAWN: BIDS <br /> m _,� /B/ /B/ B"/1 "/B%TYP. <br /> CHCKD: RMH <br /> (2)#4,BGT <br /> BLDG: SHEET NO.: <br /> 8" EO 10 EO <br /> TOM 5 - 4 3 2 1 7 <br /> \ (2)#4,BOTTOM — C S O I I <br /> 3" //6"/ //3" / / " <br />