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ADJUST STUD FRAMING <br /> AS REQUIRE m STUD-NAILS D <br /> �- 7T EACH MEMBER wEHALF OF (2)2x STUD-NAIL SHEATHING <br /> TO EACH MEMBER w!HALF OF F- <br /> \�I PIO�PN EINF.PER '/_ SHEATHING NAILS SHEATHING NAILS �)s <br /> `I CONT.TOP P1 <br /> LATE PER 18/S06 I I (9 i S G <br /> STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN 0 3 Z t <br /> MUDSILL PER PLAN C APPLIED OVER SHEATHING APPLIED OVER SHEATHING u e k Z <br /> II � w= <br /> -- a _ as ANCHOR BOLTS PER 1/S06 ANCHOR BOLTS PER 1/S06 UO <br /> p Z / 1 I 'NO NAILS i STEM WALL PER STEM WALL PER Q u -I <br /> ., Flu ^I i•i BOTTOM 2 FOUNDATION PLAN FOUNDATION PLAN a = <br /> - --- I HOLES <br /> ______ _� I t <br /> ; PANEL EDGE " I I- � m~ <br /> _ - .a � NAILING � LBO <br /> �@ VENT OPENING /v:RIM BOARD -� J ..-.- a2,�. - �.d <br /> 24 24 <br /> ' PER PLAN <br /> LOCATE VENTS BETWEEN----+ .-/• 4 ems' . PNAANEN EDGE I < <br /> JOISTS&1'47"MIN.FROM _ 71 <br /> T• I- <br /> ADD'L VERT.REINF. <br /> HOLDOWNS&POINT LOAfI' ¢ - a FULL HEIGHT a _ <br /> / I 4 A Q. HALF EA.STUD Y2` - - iY2' <br /> d it • - � s.. <br /> ��— - HEADER PER PLAN I ' <br /> FOOTINGS AND STEM-1< (EXTEND 70 CORNER) I,o • L ____ - [Z f; <br /> WALLS PER PLAN <br /> 20 19 PER PLAN 1 /7 16 z <br /> ((2)2x MIN.) (2)2x <br /> -.-._ ADO'L STUD • • z <br /> 0 I a (2)2x STUD-NAIL SHEATHING <br /> HOLD DOWN PER PLAN <br /> TO EACH MEMBER w/HALF OF <br /> (APPLY OVER SHEATHING) i SHEATHING NAILS <br /> POST PER PLAN— --- ANCHOR BOLTS PER 1/SO6 PER PLAN STRAP HOLD DOWN PER PLAN I of . <br /> 2x STUD WALL PER PLAN APPLIED OVER SHEATHING +••' cz ' <br /> P.T.2x6 MUDSILL UNO (2)2x6 PT MUDSILL SOLID BLOCKING <br /> SLAB-ON-GRADE— PG l PCF:PLAN Wr "0 ALL-THREAD W!PLATE11•'?--- <br /> / ALL THREAD(SIZL-PERMFR)AND SLAB-ON-GRADE <br /> PER PLAN / < - WASHERS PER I/506 AND 2y" <br /> 2Y:SiMPSON SET EPDXY EMBED y y PER PLAN 2 <br /> (NO SPECIAL INSPECTION REDO) __. 8"STEMWALL LINO 0 HO®Zfi oc (NO SPECIAL INSPECTEONSIMPSON SET EPDXYBREQ'D) ' <br /> ORMAL FOOTING co <br /> REINFORCING <br /> W <br /> 4 / 1Ys"TYP. I ' <br /> {. ADD'L BARS TO .. - LL <br /> #4 i6"R VERT O I- -- -- - - MATCH NORMAL FOOTING PER 1/S07 (HOOKAROUND <br /> REINFORCING FTG.REINF.) ZTEM <br /> WALL PER C/1 <br /> _I•I <br /> FOUNDATION PLAN <br /> —Sl tivl VJALI..:NU I'=GOTIIJii 41N ----- <br /> E OF <br /> PER 1/S07 STEM WALL AND FOOTING <br /> PER t/S07 Z W <br /> ANCHOR BOLTS PER i/506 <br /> STEP IN FOOTING O w <br /> 15 14 13 12 11 <br /> /S � a <br /> SHEATHING PER VS06 - - <br /> SHEATHING PER 1 O6 <br /> DIAPHRAGM BOUNDARY 2x STUD WALL PER PLAN <br /> DIAPHRAGM BOUNDARY NAILING NAILING <br /> PROVIDE SQUASH BUILT <br /> 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G <br /> PT 2x0 MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE t2d 6"oc <br /> MATCH STEMWALL WIDTH W/ ABOVE) UNDER POSTS AND BUILT UP <br /> A.B.'S AND PLATE WASHERS FALENAIL PER tlSO6 STUDS ABOVE(MATCH SIZE <br /> PER 1lAN ABOVE) <br /> ;11UU51tL.: SHEATHING SHEAR WALL EDGE NAILING <br /> - SHEATHING PER PLAN NAILS @ 4"ac - SHEATHING PER PLAN <br /> f~W- I <br /> it 1 -� SPLICE SHEAT RING <br /> a <br /> PANEL EDGE NAILING j <br /> W <br /> JOISTS PER PLAN SHEAR WALL EDGE NAILING U) LL <br /> JOISTS PER PLAN UNBALANCED FILL JOISTS PER PLAN / I� <br /> �; O <br /> J8210A HANGERS 2x BLOCKING @ 48"oc r <br /> (NOT REQUIRED IF 2x RIM BOARD <br /> PERM/SA7LL 8 FOOTING UNBALANCED FILL<V-0") \ <br /> (2)LAYERS BUILDING PAPER \ <br /> J. <br /> ItA BETWEEN JOISTS 8 STEM WALL UNBALANCED STEM WALL AND FOOTING W Z <br /> FILL PER VS07 O <br /> 10 <br /> ESIE S ECE 6I507 <br /> CIL RAM <br /> - <br /> �+ Q <br /> 2z BLOC Slr ,I I. BEARING WALL 2x6 P.T.PLATE W/ <br /> SPACE)F 1 _-„ IF (WHERE OCCURS) MUDSILLANCHORS <br /> BEARIN :; PER 1/SO6 <br /> ALT.MUDSILL ANCHOR <br /> 2x STUD WALL PER PLAN SHEATHING PER 1/SO6 <br /> i 2u6 P.T.PLATE � <br /> w/A.B.%ANDPLATE <br /> .I. 2 LAYERS LAN PAPER BTWN WAFERS PER LL) <br /> (4jLL <br /> SLAB-ON-GRADE MUDSILL PER 1/807 4-0 MAX [0 <br /> PLAN eq x DEl IL y 4 () PER ARCH L SLAB ON GRADE PANEL EDGE NAILING TOP(LOCATE IN TOP UNBALANCED N <br /> 4'ALLOIIT RL FEI ENC� POST PER PLAN - - <br /> Iti1 18"-SIZE <br /> t2"tYliG REINFORCING r - MCMHEk1 h POST ANDC LDG DRIVEWAY PER ARCH'L OF STEMWALL) <br /> C� NO REINF. PER PLAN oc,VERT.HOOKED BAR <br /> _ J - 24"sq x 12"thick (2)#4 EA WAY MAB7:�(G I f' ';;; ^!t; _ < L11>-',I #4 Q 24"oc,HORIZ. a <br /> BOTTOM U.O.N ON PLAN I.+L+ T F <br /> a <br /> CLIP EN SIDE 1.V/ I � I <br /> 30J 30"sq x 12"thick (3)#4 EA_WAY MIN,LOIVI.NAIL., <br /> - BOTTOM <br /> _ <br /> 36 36"sq x 12"thick (4)#4 EA.WAY - PER PLAN COMPACT STRUCTURAL m ) <br /> BOTTOM REIW. FILL <br /> 42"sGxi�"mlck (5)BOTTOMA/ -� — - FOOTING REINF.PER 7lS07 <br /> - ~STEM WALL AND FOOTING (1)#4,BOTTOM <br /> PER 1/S07 4y" 6" 4y2'TYP. <br /> t'_3 <br /> 3 S0 /7 <br /> - 5 4 3 2 1 <br />