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0 <br />N <br />I <br />0 <br />N <br />2 <br />5D- <br />5 <br />5D- <br />40'-0" <br />12'-0" 10'-0" 18'-0" <br />PATIO SLAB: <br />3 Y2" GONG. 5LA13 ON <br />6RADE (2500 P51 <br />`y MIN) w/ 6xb-W1.4xNI.4 <br />w MESH OR FIBER MESH <br />p- ON q5% GOMPAGTED <br />FILL OR VIR61N 5O1L. <br />HVAG 2 q <br />UNIT 5D-I 3 Y2" STEP 5D-I 50-1 <br />•I <br />5.6.D. REGE55 PER I <br />MANUFAGTURER5 <br />NSTRUGTION m I • <br />NOTE: REFER TO BLOCK — 1 <br />PLAN FOR ALL DOWEL I <br />LOCATION DIMENSION5.j <br />01 12 -q 1/2 i -1-10 11211 11-4 1/2 <br />1-0 6 -11 <br />_i <br />I <br />11211 <br />40 <br />1 �— — — <br />—3 Y2" STEP <br />• <br />L - - - - 3 V211 5TEP 4 <br />�?�'' I I <br />I . <br />24"x24"xl2" PLAIN <br />8"xl6" THICKENED <br />N 5D-I <br />I I GONG. FT6. <br />5LAB UNDER <br />10 <br />1 4 <br />1 I <br />1_ <br />BEARING WALL <br />5D-1 , • <br />1 <br />(TYP.) <br />(TYP) <br />— <br />GARAGE SLAB: <br />— <br />----------------1--- <br />• 1 3 Y2" GONG. 5LAB ON 6RADE <br />----- <br />3 Y2" 5TEP <br />---------- <br />(2500 P51 MIN.) w/ 6x6-W1.4xNI.4 <br />1 <br />MESH OR FIBER MESH OVER 6 <br />6'-2 3/4" <br />13'-1 1/4" <br />MIL. POLY ON 15% GOMPAGTED <br />FILL OR VIR61N 5O1L. <br />I 1 <br />1 <br />I I <br />I. <br />1 <br />I <br />w <br />1 3 Y2" 5TEP <br />5D-1 I <br />1 <br />I <br />- <br />1 <br />5D-I <br />5D-I • <br />• • <br />• <br />on <br />16'-0 2 I -all <br />21'-4" <br />40'-0 <br />SLAB i�L�N <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/6"=1'-O" (IlxI 1 SHEET) <br />2 <br />5D- <br />14'-0" <br />2 <br />5D- <br />I• <br />0 <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF SHEARWALL <br />• �: ' : EXTENT OF OVERFRAMINO <br />L---'J <br />• - - -- ,-----INDIGATE5 I/8" A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE, PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES S SCHEDULES <br />seal; <br />A <br />NoJ0201 <br />4UL<CO • ' <br />© copyright::'"r. /� fn� n\ _�G�_.��% <br />z <br />z <br />fY <br />w <br />W <br />z <br />c <br />z <br />a <br />W <br />J <br />a <br />� <br />ZLD <br />Q <br />F- <br />Q Q <br />U <br />,r �Q <br />cm E <br />W En <br />� <br />Q <br />m E <br />> 1 <br />Jr <br />Z <br />Q$ <br />W <br />p <br />' <br />o <br />o cr <br />M <br />y <br />W <br />Ln <br />C N <br />C. <br />M a <br />M&K project number <br />068-2001 1 <br />project mgr <br />N � J M <br />drawn by: <br />KG K <br />issue date: 04-1 <br />4.20 <br />REVISIONS: <br />date: initial: <br />117 <br />a <br />C <br />0 <br />d <br />O <br />J <br />11.. <br />J <br />W <br />ui <br />� <br />Q <br />z <br />0 <br />0. <br />W0 <br />J <br />< <br />z <br />4 <br />>, <br />� Y <br />Z <br />J <br />J <br />Foo i oo <br />