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LE6END <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARW4LL <br />• I: • : : I EXTENT OF OVERFRAMIN6 <br />40'-011 _ _I <br />"I . 16'-8"110 12'-0" ,. 111_4" " I. <br />LANAI 5LAB: <br />3 y2" GONG. SLAB ON <br />6RADE (2500 P51 <br />MIN.) w/ 6x6-N1.4xN1.4 <br />MESH OR FIBER MESH <br />ON 615% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />I j <br />I I <br />I <br />� I m <br />I <br />2 <br />5D-I I I <br />6-111/2 I'-0" 11'-41/2" <br />7 <br />5D-I <br />FRENCH DOOR REGE55 —' <br />PER MANUFAGTURERS <br />INSTRUGTION <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL <br />LOCATION DIMENSIONS. <br />1'-10 1/2" <br />L — — s —,�I� <br />Z—J <br />I �"3 <br />y2" STEP — <br />• 8"xlb" THIGKENED <br />2411x24"xl2" PLAIN I <br />1j5LAE3 UNDER - <br />GONG. FT6. I <br />• 5D-I BEARING WALL <br />(TYP. (TYP.) <br />114 <br />I <br />.I <br />I <br />•_ -_--------- <br />—F------- <br />-�� <br />--- J 3 y2�� <br />-- <br />STEP <br />I <br />I ..I <br />\I <br />�I <br />I I <br />I I <br />I I <br />- I I <br />I I <br />3 X2" STEP <br />• <br />2 <br />5D-I <br />14'-0" <br />9 <br />2 <br />5D-1 <br />12" WIDE GONG. <br />TURNDOWN EXTENDED <br />MIN. 12" BELOW 6RADE <br />HVAG <br />UNIT <br />14-011 <br />GONGRETE 5LAB: <br />3 Y2" GONG. SLAB ON <br />GRADE (2500 P51 MIN.) w/ <br />6x6-NI.4xNl.4 MESH OR <br />FIBER MESH OVER 6 MIL. <br />POLY ON q5% GOMPAGTED <br />FILL OR VIRGIN SOIL. <br />12'-q 1/2" <br />4 5 r2" STEPINER <br />— <br />5D- I � <br />I <br />I / <br />6ARA6E SLAB: <br />3 y2" GONG. SLAB ON 6RADE <br />(2500 P51 MIN.) W 6x6-NI.4xNl.4 <br />MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />I <br />I <br />w I <br />� I <br />If 5 <br />5D-I I <br />6 I I <br />2411x24"AT PLAIN <br />GONG. FT6. w/ TOP OF <br />FT6. 12" BELOW TOP OF <br />HOUSE SLAB (TYP. OF 2) <br />16'-0" <br />21'-4" <br />SLAB PLAN <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: I/6"=1'-0" (I Ixl'1 SHEET) <br />I <br />I <br />I, <br />o <br />I• <br />5D- <br />an <br />•---•--- — — —INDIGATE5 I/8"xI" 5AW GUT CONTROL JOINT <br />rWMWN INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTUKAL NOTES � SGHEDULES <br />No 77824 <br />9 <br />.04NAL- C�\\��� <br />© COPn'g�'� 4r18 00)) <br />Structure Engineering, Inc. <br />0 CD <br />z_ <br />W <br />W N <br />z <br />C <br />z <br />W d <br />J 0 <br />a .0 <br />Zca <br />�— <br />U d 4 <br />t E <br />W~ <br />JZ <br />W ,Y <br />o ? <br />My mg _ <br />Laic�5 N W a <br />i <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01-13.2 2 <br />REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />sheet: <br />0 <br />0 <br />J <br />Li <br />UJ <br />Q <br />co <br />(3 <br />0 <br />Z <br />IL <br />LIJ <br />cdn <br />O <br />U <br />00 <br />F. <br />Y <br />>, <br />J <br />Z <br />�.. <br />J <br />Fm i,,o <br />