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-ADJUST STUD FRAMING <br /> AS REQUIRED ;7 <br /> (2)2x STUD-NAILS EATHING (2)2x STUD-NAIL SHEATHING <br /> TOP REINF.PER TO EACH MEMBER w/HALF OF TO EACH MEMBER w/HALF OF - <br /> 1\.L PLAN SHEATHING NAILS SHEATHING NAILS <br /> LJ <br /> i, <br /> \ CONT.TOP PLATE PER i&ISO6 I 01 ' STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN <br /> APPLIED OVER SHEATHING APPLIED OVER SHEATHING <br /> l-MUDSILL PER PLAN- p I u _ <br /> _Jl <br /> - u - - E7-.-LVERl <br /> ANCHOR BOLTS PER 1/S06 ANCHOR BOLTS PER 1/S05------ n •NO NAIL STEM WALL PER STEMWALLPERFOUNDATION PLAN <br /> 7UNDATION PLAN 110-OM2—___ I l=ii PANEL EDGEHOLES'NAILING24 24L VENT OPENING ' .RIM WARDpoxPER PLAN __LOCATEVENTSBETWEEN e ° o NAILINGDGE LOAr FULL HEIGHTY 1HOLDOWNSS 8 PONN fRUM (HALF EA.STUD) 7 12 y <br /> HEADER PER PLAN z _ <br /> -`--FOOTINGSAN031Elvl (EXTEND TO CORNER) <br /> WALLS PER PLAN W ^3 <br /> 20 19 PER PLAN 1 /7 _ 16 z <br /> ((2 2x MIN.) ° (2)2x <br /> ADD'L STUD i <br /> 0"MIN. D I - (2)2x STUD-NAIL SHEATHING W' <br /> HOLD DOWN PER PLAN T11,14 <br /> O EACH MEMBER w/HALF OF <br /> (APPLY OVER SHEATHING) a SHEATHING NAILS <br /> PER PLAN '•. ° STRAP HOLD DOWN PER PLAN y <br /> h r- ANCHOR BOLTS PER 11SO6 APPLIED OVER SHEATHING <br /> 2x STUD WALL PER PLAN <br /> P.T.2x6 MUDSILL UNO ;, ;; SOLID BLOCKING -wt e <br /> qlr� (2)2x6 PT MUDSILL <br /> 41 <br /> tf t�1 11 L nlY LMiif_CI ' •Y•e • e •t PSEA <br /> ER B ON PLAN GRADE WO ALL-THREAD WI PLATE 2 <br /> I I K L4N WASHERS PER i/S06 AND 2y" <br /> 2 <br /> #4®18 oc, SIMPSON SET EPDXY EMBEU <br /> I,,I.REO'DI B"STEMWALL LINO 0 O HORIZ (NO SPECIAL INSPECTION REQ'D) ''t <br /> LIRM L FOOTING II' M <br /> - - - --' -"--" REINFORCING FTYP, III. 11 xJ� �i. <br /> ADD'L BARS TO #4 Q 16".,VERT {i l III /9TEM <br /> O <br /> MATCH NORMAL FOOTING PER 1/S07 (HOOKAROUND REINFORCING FTG.REINF,) IIIiy WALL PER <br /> POUNDATION PLAN <br /> IN.OF EXCAVATION STEM WALL AND FOOTING '-'- > <br /> PER 1/S07 7 w <br /> ANCHOR BOLTS PER 1/SO6 L <br /> STEP IN FOOTING O w <br /> I5 14 13 12 _ 11 J <br /> —_----_ --_-- --- ----- SHEATHING PER il$08 uj <br /> r a <br /> SHEATHING PER 1IS06 - <br /> DIAPHRAGM BOUNDARY NAILING DIAPHRAGM BOUNDARY-- <br /> 2x STUD WALL PER PLAN UNDER PO <br /> PROVIDE SQUASH BLK'G NAILING <br /> STS AND BUILT UP PROVIDE SQUASH BL �-2x STUD WALL PER PLAN <br /> K'G <br /> PT 2x8 MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE <br /> MATCH STEMWALL WIDTH W/ ABOVE) UNDER POSTS AND BUILT UP —12d @ V., <br /> A.B.'S AND PLATE WASHERS FACENAIL PER 1lSO6 STUDS ABOVE(MATCH S12E <br /> PER 1/SO6 ABOVE) <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN NAILS®4bc <br /> SHEATHING LAN I � L <br /> _-_ w <br /> j1. SPLICE SHEATHING w <br /> I I <br /> 1 I I <br /> LLJ <br /> PANEL EDGE NAILING <br /> w <br /> JOISTS PER PLAN II iI SHEAR WALL EDGE NAILING LL <br /> JOISTS PER PLAN UNBALANCED FILL JOISTS PER PLAN III <br /> • I, Q <br /> JB210A HANGERS 2x BLOCKING L 48". <br /> (NOT REQUIRED IF 2x RIM BOARD <br /> STEM WALL 8 FOOTING UNBALANCED FILL<V-0") <br /> (2)LAYERS BUILDING PAPER PER 1/807 V <br /> BETWEEN JOISTS&STEM WALL UNBALANCED -STEM WALL AND FOOTING UJ UJ Z <br /> FILL -I PER 1/S07 Q <br /> IN 1N 1� - <br /> I I _ <br /> SEE 61SO7 ~ <br /> 1 9 F1 COMMONT$ 0 <br /> 86 U) <br /> BEARING WALL 2.6 P.T.PLATE W/ <br /> SPA 11-.I. (WHERE OCCURS) MUDSILL ANCHORS <br /> BEAV,­3 V L It 1.�, PER IIS06 <br /> 41 <br /> _.. ALT.MUDSILL ANCHOR <br /> `. 2x STUD WALL PER PLAN <br /> SHEATHING PER 1/S11 2x6 P.T.PLATE <br /> wl A.S.',AND PLATE k <br /> --"'-------- —-' ---- WASHERS PER 11SO6 g <br /> MUDSILL PER 1/S07 <br /> 4'O"MAX <br /> PLAN L L n L BE f l l ti I. �:. O I PANEL EDGE NAILING UNBALANCED N <br /> OALLOl1T SIZE REINFORCING t EF ERENC'"c POST PER PLAN #4,TOP(LOCATE IN TOP— - FILL <br /> 12"OF STEMWALL) 1- <br /> w! SLAB-ON-GRADE <br /> (2)LAYERS BLDG PAPER BTWN <br /> MEMdhh PER ARCH'L SLAB-ON-GRADE w <br /> ld 18'sy x 12 hhck NO REINF POST AND CONIC. DRIVEWAY PER ARCH'L PER PLAN #4 0 36"x.VERT.HOOKED BAR p, <br /> •, 2#4 EA WAY NAB <br /> `24 j 24'sq x 12'thick () _ '" #4 @ 24"-,HORIZ. w <br /> BOTTOM IJ.(i Iv J N <br /> -_ CLIP ILL v, <br /> T o <br /> n <br /> 30"sy 12'U ick (3)#4 EA WAY I _ MIN ,L J,.IJHII' <br /> x BOTTOM <br /> FOOTING <br /> I, <br /> 38"sq x 12"INck (4)#4 EA WA'r PER PLAN (i)#4,BOTTOM <br /> COMPACT STRUCTURAL m � <br /> BOTTOM - REIf F."i.,I I. j FILL <br /> 12"INI (5)#4 EA.WAY REINF.PER VS07 <br /> Bo n",)M `STEM WALL AND FOOTING <br /> ...-_.. __ ,/`mil 7 <br /> -rT--� _ 1�-3- PER 1/S07 4%2"Lil <br /> B3 4Y2TYP. VO <br /> i_ III . �-3.. <br /> I <br /> 5 4 3 2 1 <br />