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D I i (2)2x STUD-NAIL SHEATHING W <br /> HOLD DOWN PER PLAN SHEATHING NAILS <br /> w TO EACH MEMBER wl HALF OF <br /> j (APPLY OVER SHEATHING) ° ° o. <br /> x T. <br /> _ I STRAP HOLD DOWN PER PLAN <br /> ANCHOR BOLTS PER 1/SOS PER PLAN APPLIED OVER SHEATHING I- + <br /> PUS I PER PLAN- ---� � 2x STUD WALL PER PLAN \\ <br /> (1)#4 x 36"DIAGOI:. sm <br /> P.T.2x8 MUDSILL UNO SOLID BLOCKING uul Ew <br /> 121211 PT MUDSILL:h <br /> SLAB-ON-GRADE- P[iS a:�t Per,PLAIN V41 o .s° �jl SLAB- %"0 ALL-THREAD W/PLATEPER PLAN ALL-THREAD 1.512E PER MFk AND PER PLAN BADE 12) WASHERS PER 1/506 AND 2Y:"2Y"SIMPSON SET EPDXY EMBED 1 #4 @ 16"oc, SIMPSON SET EPDXY EMBED <br /> { 6"STEMWALL UNO <br /> (NO SPECIAL INSPECTION REQ'D) ,___-._._._.. ._/// O HORIZ (NO SPECIAL INSPECTION REQ'D) �1 <br /> ORMAL FOOTING ----- - /y'� <br /> REINFORCING �� W <br /> ADD1 BARS TO _ - tY"Y4 @ 16"oc,VERT °IT it rill J <br /> MATCH NORMAL FOOTING PER 1/S07 (HOOK AROUND i'(1—� <br /> REINFORCING FTG.REINF.) <br /> \ / <br /> `NORMAL F+�...G l�f UY2 -'STEM WALL PER <br /> REINFORCING FOUNDATION PLAN <br /> ST'�Ivl WhLL:Y:v:�FI,)I INS INE OF EXCAVATION STEM WALL AND FOOTING --'- <br /> PER 11SO7 PER 11S07 <br /> ANCHOR BOLTS PER 1IS06 Z uj Ili <br /> STEP IN FOOTING — O w !I <br /> 15 14 13 12 11 z <br /> SHEATHING PER 1/SO6 <br /> Z Q <br /> SHEATHING PER 1/S06 DIAPHRAGM BOUNDARY W <br /> DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G NAILING <br /> 2x STUD WALL PER PLAN <br /> 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G <br /> PT 2z8 MUDSILL RIPPED TO STUDS ABOVE MATCH SIZE <br /> MATCH STEMWALL WIDTH W/ ABOVEI ( UNDER POSTS AND BUILT UP 12d Q W" <br /> A.B.'S AND PLATE WASHERS STUDS ABOVE(MATCH SIZE <br /> PER 1/SOS FACENAIL PER 1/SOS ABOVE) <br /> SHEATHING SHEAR WALL EDGE"LING <br /> SHEATHING PER PLAN NAILS®4"oc SHEATHING PER PLAN <br /> I1 I i SPLICE SHEATHING <br /> .�i PANEL EDGE NAILING <br /> W <br /> III <br /> JOISTS PER PLAN 'I SHEAR WALL EDGE NAILING LL <br /> Ji1u75 PER PIArJ JOISTS PER PLAN UNBALANCED FILL JOISTS PER PLAN Jai 1 Q <br /> jJB210A HANGERS 2x BLOCKING(a]48"oc 'I.�.� <br /> (NOT REQUIRED IF i <br /> STEM WALL&FOOTING UNBALANCED FILL<V-0) 2x RIM BOARD <br /> (2)LAYERS BUILDING PAPER PER 7/5117 \ V <br /> BETWEEN JOISTS&STEM WALL UNBALANCED `STEM WALL AND FOOTING W Z <br /> FILL PER VS07 L <br /> .-._....__.-___... r -T-.. 0 <br /> SEE 8/SO7 SEE 6/SO7 U <br /> FUR CALL-OU1:S FOR CALL-OUTS <br /> 10 NCOMMON-- 9 Q NCOMMON 7 6 <br /> ._._. ___..__.......... _......._... V <br /> 2x BLUCKINGkv,ALI JVI;+i BEARING WALL <br /> SPACES 1EA.SPACE WHERE MU P.T.PLATE W/ <br /> (WHERE OCCURS) MUDSILL ANCHORS <br /> BEARING WALL.ABV OCCURS, — 2x STUD WALL PER PLAN—� SHEATHING PER 1/S06 2,1 RP T PLATE ALT.MUDSILL ANCHOR J <br /> w/A.B.'s AND PLATE �} k <br /> -- WASHERS PER 1/SOS <br /> MUDSILL PER VS07 -- - 9-0 MAX <br /> PLAN DETAIL BEAM PER I-LAN - a PANEL EDGE NAILING UNBALANCED W <br /> SIZE REINFORCING #4,TOP(LOCATE IN TOP FILL <br /> CALLOUT Ft ERENCE POST PER PLAN t <br /> txa.12 F.t SIDE - 12"OF STEMWALL) I � <br /> wl(4)1 a EA. (2)LAYERS BLDG PAPER BTWN SEAS-ON-GRADE <br /> MEMBER PER ARCH'L SLAB-ON-GRADE —�I• w I <br /> 18 7D"sq x U2 thick NO REINF POST AND CONIC. DRIVEWAY PER ARCH'L PER PLAN #7 @ 36"oc VERT.HOOKED BAR a <br /> -I <br /> 24 29"sqx 12 thick (2)BOTTOM Y MABIS,N PUS N(AL A.I,: N <br /> BOTTOM U.O.N ON PLAN(ALT:h:+:: #4(g 24'oc,HORIZ. � F � <br /> -'- CLIP EA.SIDE Wl0 131 v.`: • t. I�-1�+ y (a0 <br /> 30 30"sqx 12"thick (3)#9 EA.WAY - MIN.CONC.NAILS TO FTi;. <br /> BOTTOM <br /> FOOTING - (1)#4,BOTTOM <br /> 36 36"sq x 12"thick (4)#4 EA WAY _ \ PER PLAN COMPACT STRUCTURAL '' JU 1 <br /> BOTTOM REINF.PER PLIN-- 00 FILLJU <br /> 22 42"sq x 12"thick (5)#4 E WAY - REINF.PER 1/807 <br /> BOTOM - <br /> STEM WALL AND FOOTING <br /> yy _. _ 1•g PER VS07 <br /> �I 3. S07 <br /> nj I— r <br /> 5 4 3 2 1 <br />