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-ADJUST STUD FRAMING.- <br /> AS REQUIRED \;,\ (2)2x STUD-NAIL SHEATHING (2)2x STUD-NAIL SHEATHING w <br /> -1 \ _ -..__ _ TO EACH MEMBER w/HALF OF TO EACH MEMBER w/HALF OF " <br /> -- _ - �!)�-- - - - - TOP REINF.PER <br /> PLAN SHEATHING NAILS HE <br /> NAILS <br /> CONT.TOP PLATE PER 1WS06 STRAP HOLD DOWN PER PLAN STRAP HOI DOWN PER PLAN 1 I' <br /> I <br /> //-MUDSILL PER PLAN- a APPLIED OVER SHEATHING APPLIED OVER SHEATHING F 1_�E' <br /> I <br /> rANCHOR BOLTS PER 1/111 rANCHOR BOLTS PER 1/506 <br /> • -""'i ii s ---' I' r Q. d i� 'NO NAILS I STEM WALLPER STEM WALL PER QZ - <br /> BOTTOM 2 FOUNDATION PLAN 1� FOUNDATION PLAN <br /> 1 \ ' <br /> - <br /> i. PANEL EDGE HOLES' <br /> NAILING <br /> 24� 24 4,, - d - <br /> @ VENTOPENING rl G>.R114 SC1Ak0 2'-W j �I, <br /> -PER PLAN <br /> LOCATEVENTS BETWEEN--' ° ,.. 8 a ° ° _ PANEL EDGE <br /> JOISTS&7'-0'MIN.FROM .'ADD'L VERT.REINF. ° NAILING - - <br /> 1! HOLDOWNS&POINT LUAL 1Y a °° FULL HEIGHT _ cn _ <br /> d ° (HALF EA.STUD) <br /> 'y2' <br /> HEADER PER PLAN�_ ' <br /> I °I FOOTINGS AND STEna (EXTEND TO CORNER) <br /> VVALLS PER PLAN <br /> PER PLAN °° °° <br /> 20 19 2)2xMIN.) 17 16 t <br /> ADD'L STUD <br /> :s'-0"MIN. D g (2)2x STUD-NAIL SHEATHING <br /> HOLD DOWN PER PLAN TO EACH MEMBER w/HALF OF <br /> (APPLY OVER SHEATHING) a SHEATHING NAILS <br /> II r <br /> PER PLAN -STRAP HOLD DOWN PER PLAN WgfS"q ' <br /> ANCHOR BOLTS PER 1IS16 APPLIED OVER SHEATHING ' a <br /> POST PEk PLAN 2x STUD WALL PER PLAN �(c <br /> P.T.2x6 MUDBILL UNO (2)2x6 PT MUDSILL SOLID BLOCKING . Ift <br /> - <br /> L SUIJ-GRAOE---' / If "' o 20, <br /> SLAB-ON-GRADE %"OALL-THREAD W/PLATE -- - --_----"-- <br /> PER PLAN I /FH1 AND PER PLAN WASHERS PER 1/SO6 AND 2y" 7 1[ <br /> A ;I4 L U I ( I L t <br /> i LI EMBED 1 g4@i6"oc, (NOSIMPS <br /> IE SET EPDXYEMBED <br /> EMWALL UNO Q HORIZ (NO SPECIAL INSPECTION REQ'0) �— 1/1 <br /> I, LIRMAL FOOTING u �y`�W <br /> REINFORCING tt <br /> 1Y"TYP. - :III Z <br /> curl <br /> ADD'L BARSTO - pq@ifi"oc,VERT I„II� It- lll- O <br /> I <br /> MATCH NORMAL FOOTING PER VS07 (HOOKAROUND Il <br /> ,\ REINFORCING FTG.REINF.) II(� 1y" 1 ////J <br /> IF STEM WALL PER <br /> x-L1NE OF EXCAVATION STEM WALL AND FOOTING FOUNDATION PLAN <br /> PEN PER 1IS07 <br /> ANCHOR BOLTS PER 1/SD6 w <br /> w <br /> STEP IN FOOTING - -� <br /> 15 14 13 12 11 0 w <br /> W <br /> LM <br /> SHEATHING PER 1/S06 f <br /> SHEATHING PER 1/SO6 DIAPH / <br /> MAILING <br /> AGM BOUNDARY-- /-2x STUD WALL PER PLAN <br /> DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLK'G NAILING <br /> 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G <br /> PT 2xB MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE PROVIDE <br /> POSTS AND BUILT UP -12d @ 6"oc <br /> MATCH STEMWALL WIDTH W/ ABOVE) <br /> A.B'S AND PLATE WASHERS FACENAIL PER 1/SOfi Sl UDS ABOVE(MATCH SIZE ---PER 11AO6 ABOVE) <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> NAILS 4"oc SHEATHING PER PLAN <br /> SHEATHING PER PLAN @ � <br /> 4 \ — SPLICE SHEATHING <br /> / W <br /> - PANEL EDGE NAILING <br /> I.' i ✓.-I W <br /> JOISTS PER PLAN SHEAR WALL EDGE NAILING � LL <br /> JOISTS PER PLAN UNBALANCED FILL JOISTS PER PLAN Jil Q <br /> JB210A HANGERS 2.BLOCKING @ 48"oc 1= - <br /> (NOT REQUIRED IF <br /> STEM WALL 8 FOOTING UNBALANCED FILL<l'-0`) 2x RIM BOARD _ <br /> (2)LAYERS BUILDING PAPER PER 1/SO7 �\ ~ U <br /> j BETWEEN JOISTS B STEM WALL - UNBALANCED STEM WALLAND FOOTING w Z <br /> III FILL PER VS07 0 <br /> 0 I- <br /> h SEE 6IS07 <br /> F ,Ltp L _ FOR CALL-OUTS <br /> 10 <br /> - IN CL ilvllvl(tld 9 8 IN COMMON 7 0 <br /> 2x DI ( III J.I BEARING WALL MU P.T.PLATE <br /> SPAt I IL J PAI Y it fWi <br /> (WHERE OCCURS) PER P.T. <br /> ANCHOR <br /> it 00 <br /> BEARING W Lt.ALI .I <br /> ALT.MUDSILL ANCHOR <br /> 2.STUD WALL PER PLAN -SHEATHING PER 1/316 <br /> x6 F.T.PLATE ff <br /> I A,B.S AND PLATE k <br /> WASHERS PER 1/S06 <br /> MUDSILL PER 1/S07 9-0 MAX p1 <br /> BEAM L I�,l. -O PANEL EDGE NAILING UNBALANCED m PLAN SIZE REINFCRCINL� AIL POST PER PLAN N4,TOP(LOCATE IN TOP I FILL r <br /> GALLOUT kL Eh EN1;` 1x4 I II 12"OF STEMWALL) - <br /> "'/I" L 2)LAYERS BLDG PAPER BTWN SLAB-ON GRADE <br /> -" - - - -- MEMhLF ( PER ARCH'L SLAB-ON-GRADE w <br /> ;q x I[trick NO HEINh POST AND CONC. DRIVEWAY PER ARCH'L PER PLAN ly N4 @ 36"oc,VERT.HOOKED BAR a <br /> 4'sy>1 dace (2)BOTT WAY NJBI ` i,Jf N <br /> BOTTOM /r4 @ 24"oc,HORV <br /> I 1--1 ,LIT II 11I <br /> �5011 0'sq>1 thick (3)#4EA.WAY _ MIN '011 11,11" � <br /> BOTTOM <br /> FOOTING . <br /> 'sue G'sq.t[thick (4)A4 En WA PE (1)7F4,BOTTOM <br /> R PLAN COMPACT STRUCTURAL <br /> o <br /> a cc <br /> BOTTOM REINF PTA FILL <br /> I <br /> 32 1 V Ick (6)1f4 FA.WAY , REINF.PER VS07 <br /> BOTTOM ]J�STEM <br /> PER VS074y2" 6 4�"TYP._____ .._.. WALL AND FOOTING <br /> 6 S07 <br /> 5 4 3 2 1 <br />