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STEM WALL <br /> PER 1/S07 " (2)2x STUD-NAIL SHEATHING <br /> TO EACH MEMBER w/HALF OF TOP REINF.PER <br /> SHEATHING NAILS - <br /> PLAN <br /> (2)#47 STRAP HOLD DOWN PER PLAN <br /> • APPLIED OVER SHEATHING \ LL <br /> #4 VERT. #4 VERT. <br /> ANCHOR BOLTS PER 1/S06 <br /> STEM WALL PER <br /> -- 2'-0" / / / / 2'-0" FOUNDATION PLAN <br /> ADD'L VERT.REINF.FOOTING PER 1/S07 i�z BTL <br /> T-0" / ENGINEERING P.S. <br /> MAX ."„"..�.,..«. ..._...,_,. <br /> 11 T. <br /> 20 19 18 17 16 <br /> AIR SPACE PER ARCH'L <br /> - <br /> CORNER BARS TO T-0"MIN. /D/ <br /> ae„ice,sm.am. � <br /> STUD DEMISING WALLS (f MATCH HORIZ,REINF. <br /> PER PLAN J (ALT.HOOKS AT x Es-R— <br /> GWB PER ARCH'L <br /> POST PER PLAN � °"0�/ PERMIT SET oeioarso <br /> � � � <br /> SHEATHING PER 1/SO6 @60"ANCHOR BOLTS INTERMEDIATE WALLS)oc W/STANDARD <br /> @ SHEAR WALLS WASHERS STUD WALL PER PLAN <br /> POST BASE PER PLAN <br /> w/'a"O ANCHOR BOLT (1)#4 x 36"DIAGONAL <br /> SHEAR WALL (EMBED 8"MIN) 2x P.T.PLATE ------- <br /> EDGE NAILING <br /> 2x4 P.T.PLATES w/A.B.'S AND 12"0 PLINTH w/(3)#4 VERT <br /> \ <br /> PLATE WASHERS PER 1/S06 &#3 x TIES @ 12"oc RIGID INSULATION AS REO'D AT 1 <br /> @SHEAR WALLS(NO MASAP ♦ HEATED SPACE AT SLAB PER \ <br /> ALTERNATE ALLOWED) ARCHL. <br /> V <br /> / SLAB-ON-GRADE <br /> \ PER PLAN ADDITIONAL VERT. NORMAL FOOTING <br /> #4,TOP CLEAR PER ARCH'L \ ♦ \ CONCRETE WALLS REINFORCING <br /> BAR .J <br /> \ REINF.PER PLAN FOOTING PER PLAN @ CORNER AND FOOTINGS o <br /> "\ ADD'L BARS TO Q <br /> -19 MATCH NORMAL <br /> #4 @ 16"oc,HORIZ. z REINFORCING w <br /> REINF.PER 1/S07 <br /> #4 @ 16"oc,VERT. - --- NORMAL FOOTING Q <br /> (ALT.HOOKS) \ \ L REINFORCING <br /> LINE OF EXCAVATION <br /> (2)#4,BOTTOM \ \ STEM WALL AND FOOTING <br /> PER 1/S07 <br /> CORNER BARS STEP IN FOOTING <br /> E°' ' '°" ' 'E° 15 14 13 12 11 <br /> 11 , AIR SPACE PER ARCH'L (n <br /> a) <br /> STUD DEMISING WALLS <br /> POST PER PLAN _ _� GWB PER ARCHL <br /> PER PLAN E <br /> , • O <br /> - SHEATHING PER 1/SO6 <br /> POST BASE PER PLAN <br /> W'i"O ALL-THREAD ' @SHEAR WALLS 2x STUD WALL O <br /> w/SET-XP EPDXY or SIM SHEAR WALL PER PLAN —� <br /> ( ) EDGE NAILING PER PLAN ALL `, !I <br /> SHEATHING PER 11SO6 SHEATHING PER 11306 O C O <br /> EMBED 4" 10"0 PLINTH w/(3)#4 VERT 2x4 P.T.PLATES w/A.B.'s AND <br /> ` 8#3 x TIES @ 12"oc PLATE WASHERS PER 1/S06 li MUDSILL PER i/S07 <br /> _ SLAB-ON-GRADE @ SHEAR WALLS(NO MASAP �^1�' rLq <br /> PER PLAN(ELEV. ALTERNATE ALLOWED) MUDSILL PER 1/507 PANEL EDGE NAILING PANEL EDGE NAILING W m, LU <br /> VARIES) SLAB-ON-GRADE L U' <br /> ` PER PLAN Cz 0 <br /> 1 \ SLAB-ON-GRADEI ♦ `V Q <br /> #4,TOP CLEAR PER ARCHL -7ii-- / 1 �,/ a) U <br /> REINF.PER PLAN FOOTING PER PLAN \ PER PLAN - lL <br /> (� a <br /> #4 @ 16"oc,HORIZ, z d <br /> #4 @ 16"oc,VERT. O <br /> (ALT.HOOKS) <br /> 4— <br /> STE(2)#4,BOTTOM __.. \ PERM/S 7LL AND FOOTING PERM/S WALL AND FOOTING MW <br /> W <br /> 10 ED/ / ,-6 - E° 9 8 7 6 <br /> AIR SPACE PER ARCH'L <br /> L // AIR SPACE PER ARCH'L P.T.PLATE W/ <br /> MUDSILL ANCHORS ORS <br /> PER 1/SOB <br /> STUD DEMISING WALLS <br /> STUD DEMISING WALLS ALT.MUDSILL ANCHOR <br /> GWB PER ARCH'L PER PLAN GWB PER ARCH'L PER PLAN <br /> d <br /> ` • SHEATHING PER 1/S06 • <br /> UNO <br /> @ SHEAR WALLS SHEATHING PER 1/SO6 <br /> SLAB-ON-GRADE 2x6 P.T.PLATE ATE <br /> WASSHEHERS PER 1/SOB <br /> O N <br /> PER PLAN I @SHEAR WALLS AND PLATE 0: <br /> SHEAR WALL EDGE NAILING W <br /> 4' MAX <br /> 1 � SHEAR WALL r it4 TOP ` - FINBNBALANCED <br /> x4 I d <br /> 2 P.T.PLATES w/A.B.'s AND EDGE NAILING 2x4 P.T.PLATES w/A.B.'s AND PLAN SIZE REINFORCING DETAIL <br /> LL <br /> PLATE WASHERS PER 1/SO6 PLATE WASHERS PER 1IS06 #4 TOP CALLOUT REFERENCE \ \ Q <br /> @ SHEAR WALLS(NO MASAP @ SHEAR WALLS(NO MASAP #4 @ 18"oc,HORIZ. <br /> ALTERNATE ALLOWED) PERSLA PLAN <br /> (ELEV. <br /> E ALTERNATE ALLOWED) SLAPER PLAN <br /> #4 @ 18"oc,VERT. 24 24's x 8"thick (2)#4 EA.WAY JOB NO.: <br /> PER PLAN(ELEV. PER PLAN � q #4 @ 18"oq VERT. <br /> #4,TOP VARIES) i (ALT.HOOKS) BOTTOM (ALT.HOOKS) z 23-239-06 <br /> 1 1 <br /> 94 @ 24"oc,HORIZ. 30 30"sq x 8"thick (3)#4 WAY - \ <br /> BOTTOM - PLOT DATE <br /> #4 @ 24"oc,VERT. 36 36"sq x 12"thick (4)#4 EA.WAY <br /> (2)#4,BOTTOM \ 08/03/2023 <br /> #4,TOP \ BOTTOM <br /> #4 @ i6"oc,HORIZ. #4,TOP m 42 42"sq x 12"thick (5)#4 EA.WAY _ --�____ DATE: 08/03/2023 <br /> I BOTTOM \ \ SCALE: <br /> #4 @ 24"oc,VERT. #4 @ 16"oc,VERT. (2)#4,BOTTOM \ <br /> \ (ALT.HOOKS) \ DRAWN: BIDS <br /> 8" /5"/TYP. CHCKD: RMH <br /> (2)#4,BOTTOM \ (2)#4,BOTTOM <br /> \ BLDG: SHEET NO.: <br /> 3" //6"/6"// 3" 5 EO/ / 10- % /EO A 3 2 1 1. V01 <br /> / 1'-6" 4/ <br />