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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)#4 <br /> STRAP HOLD DOWN PER PLAN <br /> • APPLIED OVER SHEATHING J <br /> #4 VERT. #4 VERT. — <br /> ANCHOR BOLTS PER 1/SOB <br /> STEM WALL PER - <br /> Z-0" / / / / 2'-0" FOUNDATION PLAN " �✓ <br /> ADD'L VERT.REINF.FOOTING PER 11S07 111' BTL <br /> ENGINEERING P.S. <br /> MAX <br /> 20 19 18 17 16 <br /> AIR SPACE PER ARCHL <br /> / 3'-0"MIN. /D/ <br /> CORNER BARS TO <br /> STUD DEMISING WALLS MATCH HORIZ.REINF. <br /> PER PLAN POST PER PLAN I s�� -- INTERMEDIATE WALLS) a(ALT.HOOKS AT ssmrssr as 13 <br /> GWB PER ARCH'L • • "O ANCHOR BOLTS <br /> SHEATHING PER I/SO6 —'�` @80"oc W/STANDARD <br /> Q SHEAR WALLS WASHERS STUD WALL PER PLAN <br /> ♦ POST BASE PER PLAN <br /> W se'0 ANCHOR BOLT (1)#4 x 36"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/SOB 8#3x PLINTH <br /> RIGID INSULATION AS REO'D A7 1 0 <br /> SHEAR WALLS(NO MASAP_'ter HEATED SPACE AT SLAB PER \ <br /> ALTERNATE ALLOWED) } ARCHL. <br /> / SLAB-ON-GRADE <br /> ♦ \ L PER PLAN NORMAL FOOTING ,^ <br /> ADDITIONAL VERT. v J <br /> CONCRETE WALLS <br /> #4,TOP CLEAR PER ARCH'L \ � \ REINFORCING <br /> FOOTING PER PLAN BAR @ CORNER J <br /> \ REINF.PER PLAN - AND FOOTINGS q <br /> r ADD'L BARS TO Q <br /> Lq MATCH NORMAL �— <br /> #4 @ 16"oc,HORIZ. z REINFORCING w <br /> #4 @ 16"oc,VERT. --- REINF.PER 1/S07 NORMAL FOOTING Q <br /> (ALT.HOOKS) \ \ 1 REINFORCING <br /> LINE OF EXCAVATION <br /> (2)#4,BOTTOM \ \ STEM WALL AND FOOTING <br /> PER 1/s07 CORNER BARS STEP IN FOOTING <br /> E°' ' '°" ' 'ED 15 14 13 12 11 <br /> A.f AIR SPACE PER ARCH'L <br /> I I Cn^^'' <br /> J STUD DEMISING WALLS W <br /> POST PER PLAN _ GWB PER ARCH'L PER PLAN E <br /> • •' 0 <br /> SHEATHING PER 11S06 <br /> 0 SHEAR WALLS I U <br /> POST BASE PER PLAN 2x STUD WALL J <br /> w/,i ALL-THREAD PER PLAN <br /> ( ) EDGE NAILING 2x BTUD WALL <br /> w/SET-4"EPDXY or SIM SHEAR WALL ` SHEATHING PER 1/SOB SHEATHING PER 1/S06 C) O 2 <br /> PER PLAN III'. <br /> 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/SO6 MUDSILL PER 1/807 r L <br /> SLAB-ON-GRADE - Q SHEAR WALLS(NO MASAP <br /> PER PLAN(ELEV. ALTERNATE ALLOWED) MUDSILL PER 1/S07 ^^'' W <br /> VARIES) PANEL EDGE NAILING PANEL EDGE NAILING L— 3 <br /> SLAB-ON-GRADE C7 <br /> PER PLAN C 11 <br /> #4,TOP \CLEAR PER ARCHL j SLAB-ON-GRADE ;! 1 ! U <br /> REINF.PER PLAN FOOTING PER PLAN \ PER PLAN > LL <br /> ! 1 V) LLl Q <br /> 44 @ 16"oc,HORIZ. z 11 <br /> 1 � <br /> #4 @ 16"oc,VERT. _Fq <br /> (ALT.HOOKS) y"3 <br /> S° STEM WALL AND FOOTING STEM WALL AND FOOTING ^�^l <br /> (2)44,BOTTOM -___ __,\.. W <br /> PER 1/S07 PER 1/S07 M <br /> 1 O EO/ / 10"— EO 9 8 7 6 W <br /> AIR SPACE PER ARCH'L / AIR SPACE PER ARCHL 2x8 P.T.PLATE UNO W/ <br /> 'r MUDSILL ANCHORS Z <br /> PER 1/S06 _ , <br /> STUD DEMISING WALLS GWB PER ARCH'LSTUD DEMISING WALLS <br /> ALT.MUDSILL ANCHOR v <br /> GWB PER ARCH PER PLAN PER PLAN <br /> y <br /> • SHEATHING PER 1/SOBSLA •' 2x8 P.T.PLATE UNO O N v <br /> --SHEATHING PER 1/SO6 <br /> PER PLN-GRADE ( SHEAR WALLS w/A.B.'s AND PLATE it <br /> SHEAR WALLS <br /> PER PLAN III WASHERS PER 1/S06 <br /> SHEAR WALL EDGE NAILING � 4'- — <br /> SHEAR WALL °MAX <br /> 1 ~ EDGE NAILING PLAN #4 TOP UNBALANCED <br /> 2x4 P.T.PLATES w/A.B:s AND PLATE WASHERS PER 1/S06 #42x4 P.T.PLATES w/A.B.'s AND SIZE REINFORCING DETAIL FILL <br /> TOP CALLOUT REFERENCE <br /> PLATE WASHERS PER 1/S06 \ \ <br /> 0 SHEAR WALLS(NO MASAP SLAB-ON-GRADE 0 SHEAR WALLS(NO MASAP #4 @ 18"oc,HORIZ. <br /> SLAB-ON-GRADE <br /> ALTERNATE ALLOWED) PER PLAN(ELEV. ALTERNATE ALLOWED) SLAB-ON-GRADE <br /> PLAN #4®18"oc,VERT. 24 24"sq x 8"thick (2)#4 EA.WAY JOB NO.: <br /> #4,TOP r VARIES) i. (ALT.HOOKS) BOTTOM (ALT.HOOKS)ERT. z 23.239-06 <br /> #4 @ 24"00,HORIZ. __ __ 30 30"sq z 8"thick (3)#4 EA. \ <br /> __ _ : BOTTOM <br /> Iq PLOT DATE <br /> #4 @ 24"oc,VERT, 36 36"sq x 12"thick (4)#4 EA WAY B/2- <br /> #4,TOP \ BOTTOM (2)f4,BOTTOM O6/O023 <br /> #4 Q 16"oc,HORIZ. 04,TOP ro 42 42"sq x 12"thick (5)#4 EA.WAY -- DATE: 06/08/2023 <br /> ''—'— BOTTOM - \ \ SCALE: 14-- 1V-0" <br /> #4 @ 24"oc,VERT. #4 @ 16"oc,VERT. (2)#4,BOTTOM \ <br /> \ (ALT.HOOKS) -- /5"/ 8" /5'/TVP. CHCKD: RMH <br /> BOB <br /> m m <br /> (2)#4.BOTTOM \ (2)#4,BOTTOM — - <br /> / 1'46" / BLDG: SHEET NO.: <br /> 3" //6"/6"//3" G EO/ / 10"---_.- -ED i1 q 2 <br /> �" 5 e" `'F 3 1 B S07 <br />