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AUJUST STUD M, <br /> / AS REQUIRED <br /> (2)2x STUD-NAIL SHEATHING (2)2x STUD-NAIL SHEATHING LL <br /> ---- -- 'L J7 <br /> / TO EACH MEMBER /HALF OF '' j� <br /> TOP REINF.PER w' TO EACH MEMBER W HALF OF <br /> / i/ PLAN SHEATHING NAILS SHEATHING NAILS <br /> II W <br /> �INUDSILL PER VLAN , CONT.TOP PLATE PER 18IS06 V' �J <br /> _ STRAP HOLDDOWN PER PLAN STRAP HOLD DOWN PER PLAN T <br /> -- p pPPLIED OVER SHEATHING APPLIED OVER SHEATHING <br /> U <br /> p d ANCHOR BOLTS PER 1IS06 r-ANCHOR BOLTS PER 1/S06 w S <br /> I I <br /> UO - <br /> O >' O 'NO NAILS I FOUNDATION PLAN STEM WALL PER Q <br /> BOTTOM 2 I FOUNDATION PLAN a T u <br /> I <br /> NAILING EDGE HOLES <br /> I J..L <br /> 24 24 6, <br /> -#4V Q Q I.1 III II ijl 11 I- <br /> @ VENT OPENING rill.UUARU ,�. 2'6'• <br /> \ PER LAN CATE VENTS BE I'WEcI I - o 0 9.e' - PANEL EDGE <br /> JOISTS 81'-0"MIN.FRUf.I AOD'L VERT.REINF, NAILING <br /> R HULOOWNS B f'OIN 1111 p FULL HEIGHT I - N <br /> \ d- a (HALF EA.STUD) 7 -- <br /> -� _. ._._.."._ a .. /2 1 <br /> ------------ <br /> U <br /> HEATER PER PLAN <br /> FOOTWALLS GS PER PLAN <br /> SfLI. (EXTEND TO CORNER) __. 1 - --_-_ �e c. <br /> WALLS PER PLAN ("� o o ii <br /> 2 V 19 PER PLAN °^ 16 <br /> - ------ -- 1(2)2x MIN.) o (2)2x (7 S <br /> ADD'L STUD - <br /> :0"MIN. 0 a - - -(2)2x STUD-NAIL SHEATHING <br /> HOLD DOWN PER PLAN TO EACH MEMBER w!HALF OF _ <br /> (APPLY OVER SHEATHING) a SHEATHING NAILS <br /> DUST FtR FLAN ANCHOR BOLTS PER 1/SO6 - PER PLAN STRAP HOLD DOWN PER PLAN F eSN/Nc• _ <br /> 2x STUD WALL PER PLAN------ APPLIED OVER SHEATHING ?�' <br /> P.T.2x6 MUDSILL ONO / 4-- <br /> (2) J <br /> 2x6 PT MUDSILL SOLID BLOCKING — T test f, °,qc>� <br /> t�I ii ECG •1•o o a %0 ALL-THREAD WI PLATE <br /> IA fJ GF ADE o SLAB-ON- <br /> PLR GRADE ^� <br /> V LAN ' WASHERS PER 1IS06 AND 2Y 7 12" <br /> EMWALL ONO• I I L I',r. I PER PLAN <br /> ' r #4 @ i6"cc, SIMPSON SET EPDXY EMBED �I <br /> ST <br /> O O HORIZ (NO SPECIAL INSPECTION REU'D) - <br /> __.___ <br /> u NORMAL FOOTING - M <br /> REINFORCING W <br /> TYP, <br /> ADUL BARS TO #4 @ 16'oc,VERT <br /> MATCH NORMAL FOOTING PER 1/S07 (HOOK AROUND <br /> REINFORCING FTG.REINF.) <br /> y= <br /> STEM WALL PER <br /> FOUNDATION PLAN Q <br /> INE OF EXCAVATION <br /> STEM WALL AND FOOTING '------' —'— --- <br /> fC Ir <br /> PER 1IS07 <br /> I ANCHOR BOLTS PER 1I506 <br /> I STEP IN FOOTING ----" - -----� I O <br /> 'e _ W <br /> � 14 _ 13 --- 12 <br /> SHEATHING PER 1/SO6 a <br /> SHEATHING PER I/SO6 - a <br /> DIAPHRAGM BOUNDARY---- <br /> DIAPHRAGM BOUNDARY NAILING ",2x STUD WALL PER PLAN <br /> PROVIDE SQUASH BLK'G NAILING <br /> 2.STUD WALL PER PLAN UNDER POSTS AND BUILT UP <br /> PT 2x8 MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE PROVIDE SQUASH BLK'G— <br /> MATCH STEMWALL WIDTH W/ UNDER POSTS AND BUILT UP \ 128 @ 6". <br /> A.B.'S ANDPLATE WASHERS ABOVE) STUDS ABOVE(MATCHSIZE \ <br /> FACENAIL PER 1/SUG PER 1/SO6 ABOVE) <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN NAILS @ 4"oc SHEATHING PER PLAN <br /> — SPLICE SHEATHING <br /> I N <br /> jl LLu Lu <br /> • I <br /> PANEL EDGE NAILING /' \ > <br /> w <br /> ` <br /> : JOISTS PER PLAN JOISTS PER PLAN iI J —\ SHEAR WALL EDGE NAILING LL <br /> ---UNBALANCED FILL JOISTS PER PLAN ' O <br /> JB210A HANGERS 2x BLOCKING@48bc <br /> JI <br /> (NOTREQUIRED IF / <br /> STEM WALL 8 FOOTING UNBALANCED FILL<V-0") 1.RIM BOARD F <br /> -' <br /> (2)LAYERS BUILDING PAPER PER VS07 \ H U <br /> BETWEEN JOISTS B STEM WALL :�IUNBALANCED `\ `STEM WALL AND FOOTING w Z <br /> FILL PER 1/S07 Q <br /> / SEE 8/507 <br /> 0 UR CALLOUSOMMNT <br /> 0 O ~_0 <br /> 2x I BEARING WALL 2.6 P.T.PLATE W/--� <br /> AI WALL Au ,._I,I. (WHERE PER 1/SO6 <br /> OCCURS) MUDSILLANCHORS <br /> SPA,, <br /> ALT.MUDSILL ANCHOR <br /> • 2x STUD WALL PER PLAN- SHEATHING PER 1/SO6 <br /> 16 P.T.PLATE 4 <br /> w/A.B.'S ANT PLATE <br /> WASHERS PER S. <br /> BE <br /> MUDSILL PER 11S07 4-0'MAX m <br /> PLAN SIZE REINFCn'•IN '�I PANEL EDGE NAILING #4,TOP IN UNBALANCED y <br /> I ALLOLIT I I'.LI f I L d(:I. POST PER PLAN ( FILL <br /> 1 12"OF STEMWALL) <br /> IIIIIL (2)LAYERS BLDG PAPER BTWN SLAB-ON-GRADE ---"-- <br /> SIB t8'°4x 12 Llllcl, N'L�I' ` V POST AND CONC. PER ARCH'L DRIVEWAY PER ARCH'L SLAB-ON-GRADE #4 36"TEVERT.HOOKED BAR w <br /> NO RL-Ila1 PER PLAN Ip @ a <br /> J2J 0.'sgxl' II'ck (2)#4 E W/+11 <br /> 24" <br /> - CA III Il�l <br /> BOIT-M UO N L J" • �1 #-0@rx,HURIZ. z `+' <br /> (3)#4 EA VV AlMIN _ ry <br /> l JG i6"SU S4 x 12 thick () RE' UiJ,I•L.II' PER PLAN - COMPACT STRUCTURAL to 4 N <br /> BOTTiIM � c <br /> - FOOTING BOTTOM <br /> $ 4#4 Ea lAY <br /> BOTT 7IA URAL — - <br /> _— .. .._... _ j FILL <br /> W <br /> ,1 42'a4 x 12 Ih ck (6)#4 EA.Wti f 'i REINF.PER 17S07 <br /> �- 60711.11J1 J STEM <br /> 3 WAIL ANU FOOTING <br /> 7 <br /> •� PER 1/S07 4i 2" 163 4�2'TYP. �O <br /> 5 4 3 2 1 <br />