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ADJUST STUD FRAMING <br /> AS REQUIRED (2)2x STUD-NAIL SHEATHING -(2)2x STUD-NAIL SHEATHING H� <br /> TOP REINF,PER TO EACH MEMBER wl HALF OF TO EACH MEMBER w/HALF OF <br /> PLAN SHEATHING NAILS SHEATHING NAILS a <br /> W y <br /> CONT.'fOP PLATE PER 18/S16 STRAP HOLD DOWN PER PLAN STRAP HOLD <br /> DOWN PER PLAN g =G <br /> APPLIED OVER SHEATHING APPLIED OVER SHEATHING <br /> �INUDSILL PER PLAN- O ��lt <br /> II - II Z <br /> a= <br /> ANCHOR BOLTS PER IIS06 ANCHOR BOLTS PER VS06 U= <br /> - I � JA..LVERTR'E4NF <br /> WAL• BOTTOM 2 FOUNDATI OIJ PLANFOUNDATION PLANHOLES`NAILING DGE m242aIP,@VENT OPENING I II0 SOAHD 2'5 I aPER PLANPANELEDGE <br /> LOCATE VENTS BEiWEFN -� 'OISTS S i'-0"MIN.FRUNI ° NAILING0HOLDOWNS B POIN f LUA..�:, 5 °FULL HEIGHT\ (HALF EA.STUD) 1%" (+ <br /> 2 <br /> I--- --� HEADER PER PLAN CG�FOOTINGS AND STEM— � (EXTEND TO CORNER) <br /> WALLS PER PLAN <br /> 20 19 PER PLAN 17 16 <br /> ((2)2x MIN.) ° (2)2z <br /> _... ADD STUD ° z -__.._..._....._.— ._.._._ <br /> -0"MIN D a (2)2x STUD-NAIL SHEATHING W' <br /> HOLD DOWN PER PLAN °° TO EACH MEMBER wl HALF OF <br /> (APPLY OVER SHEATHING) a SHEATHING NAILS <br /> _ T. <br /> tlqANCHOR BOLTS PER 1/S06 -STRAP HOLD DOWN PER PLAN �hF �$y/ry _ <br /> PER PLAN APPLIED OVER SHEATHING c ,may <br /> I'US'f I'ilK PLHN--------- 2z STUD WALL PER PLAN z-`U <br /> P.T.2x6 MUDSILL UNO SOLID BLOCKING ox "k <br /> (2)2x6 PT MUDSILL— <br /> SLAB-UN-GRADE--. - 4... V': 4 -- <br /> x all IhEAO!SI I FU tII' ANL.� SLAB-ON-GRADE SI0ALL THREAD W/PLATE V <br /> PER PLAN / _ v ill, <br /> PER PLAWASHERS PCR 1IS06 AND 2Y" 12#4 16oc, WASH R SET EPDXY EMBEDEMWALL UNO�4 REINFORCMGTING 1Y TVP�. VkSTEM <br /> ( O SPECIAL INSPECTION REO'D) M i I .F,I I01MORIZ N <br /> W <br /> u L Z <br /> ADD L BARS TO #4 18"oc, ERT O MATCH NORMAL FOOTING PER 1/S07 (HOOKAROUND - <br /> �\ REINFORCING FTG.REINF.) 11 /STE. <br /> WALL PER Q <br /> ATION PLAN I �✓�INE OF EXCAVATION WALL AND FOOTING -- ---'-- —"- > <br /> PER i/S07 7 w <br /> I ANCHOR BOLTS PER 1lSOn" L <br /> STEP IN FOOTING -- � O w <br /> '15 14 13 12 11 m <br /> ------ ---------- <br /> -SHEATHING PER I/506 <br /> ' SHEATHING PER 1/S11 DIAPHRAtA" <br /> DIAPHRAGM BOUNDARY NAILING NAILING GM BOUNDARY----- <br /> PROVIDE SQUASH ELK" \ �2x STUD WALL PER PLAN <br /> PT 2x8 MUDSILL RIPPED TO 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP <br /> MATCH STEM WALL WIDTH W/ STUDS ABOVE(MATCH SIZE UN DER <br /> POSTS <br /> BUILT <br /> 12d 6"oc <br /> ABOVE) STUDS POST$AND BUILT UP <br /> PERS/bNN.D PLATE WASHERS FACENAIL PER 1/SO6 STUDS)ABOVE(MATCH SIZE --. <br /> ABOVE <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN­, NAILS 4"ac SHEATHING PER PLAN <br /> SPLICE SHEATHING <br /> PANEL EDGE NAILING w <br /> :,I•.:.'. JOISTS PER PLAN JOISTS PER PLAN / I' -SHEAR WALL EDGE NAILING LL <br /> —UNBALANCED FILL JOISTS PER PLAN) 1 Q <br /> JB210A HANGERS 2x BLOCKING @ 48"oc -"_I '� <br /> j (NOT REQUIRED IF 1.RIM BOARD <br /> STEM WALL 8 FOOTING } <br /> UNBALANCED FILL<1'-0") a j <br /> (2)LAYERS BUILDING PAPER PER 11807 \ V <br /> BETWEEN JOISTS 8 STEM WALL UNBALANCED STEM WALL AND FOOTING Lu Z <br /> FILL �.I PER 1/S07 Q <br /> SEI:'.FI u: -- SEE 6/S07 U <br /> Finn i!`LLI,. i. FOR CALL-OUTS <br /> 1 O 8 N COMMON 7 6 <br /> V In <br /> 2x L BEARING WALL 2x6 P.T.PLATE W/ _---_- <br /> SPAT 1- (WHERE OCCURS) MUDSILL ANCHORS <br /> BEAk N3VIr l„I' PER 1I508 <br /> ALT.MUDSILL ANCHOR <br /> 2z STUD WALL PER PLAN <br /> - yJ SHEATHING PER 1/SO5 2x6 P.T.PLATE--- Q <br /> wl A.B.'s AND PLATE F <br /> '----' ""--- -_- - '-_-"-"I WASHERS PER I/S06 q'-0^MAX g <br /> MUDSILL PER 1/S07 <br /> PLAN L7 IL BEAM YLIa-L+.i. PANEL EDGE NAILING UNBALANCED y <br /> SIZE REINFORCINI POST PER PLAN 44,TOP(LOCATE IN TOP FILL <br /> LLOUT f:EFLhENCE tx4,It u.:ih,._ 12"OF STEMWALL) __ ~ <br /> w/("!1 Iv'' (2)LAYERS BLDG PAPER BTWN SLAB-ON-GRADE <br /> --- ---__ -- -' SLAB-ON-GRADE <br /> �• MEMBER PER ARCH'L w <br /> �8) 18"sq x 12"Inick NO REINF. POST AND CONC. DRIVEWAY PER ARCH'L PER PLAN #4 Q 36"oc,VERT.HOOKED BAR a <br /> 24 24'sg x 12 II& (2)#4 EA WHY MAB I I m® Gc,HORIZ. _ <br /> BOTTOM U.O.l U14 Ill J ;", f <br /> x 12 11 Ick (3)#4 EA.VVAY - - CLIP A II --- <br /> 30 sg - MIN_�.�,NT,11, _ �� <br /> BOTTOM � a <br /> _ FOOTING (l N __ <br /> .._ _ ._..._.. _... 1 W,BOTTOM <br /> 36 36 sq x 12 thick (4)#4 EA VV f PER PLAN m COMPACT STRUCTURAL > <br /> FILL BOTTOM_ _ REUoh L;.i'l. w <br /> ---42 q2"sq x 72 thick (5)94 EA WAY - - <br /> REINF.PER 7I507 <br /> BOTTOtd STEM WALL AND FOOTING 4y 4" 6" Y TYP. <br /> .11lnl - II Ij,`+ ',j 1-3" PER VS07 2 •/`'�� 7 <br /> li li 1, III II" 1 3 V O 1 <br /> 5 4 3 2 1 <br />