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0 <br />0 <br />0 <br />t- <br />ej <br />I• <br />0 <br />N <br />M <br />0 <br />• <br />I5'_0" <br />12" WIDE GONG. <br />TURNDOWN EXTENDED <br />MIN. 12" BELOW 6RADE <br />2 <br />5D- <br />-----4 <br />0�_8�� <br />i o <br />3 J2" GONG. 5LAB ON <br />6RADE (2500 P51 <br />MIN.) w/ 6x6-W1.4xNI.4 <br />MESH OR FIBER MESH <br />ON q5% GOMPAGTED <br />FILL OR VIR61N 501L. <br />q I 2 HVAG <br />5D-I I 5D-Ir UNIT <br />35'-0" <br />2'_0" <br />� N <br />w <br />D- <br />a <br />15D- <br />3 " 5T <br />`0..�- <br />• 1 REMINER I Is • • <br />10'-0" <br />• <br />I B <br />FRENCH DOOR I • <br />RECE55 PER <br />• I MANUFAGTURER5 <br />$ INSTRUGTION <br />I <br />I <br />•I <br />NOTE: REFER TO BLOCK I • <br />PLAN FOR ALL DOWEL <br />LOCATION DIMEN51ON5. I <br />I <br />• I• <br />I <br />I <br />•I I <br />I ' I <br />I I. <br />•I � � I <br />I � <br />17 i-0" <br />5D-I10 <br />• I--------3y2��5TEP ---- —L <br />3 y2" STEP --j QCI <br />W . • <br />4 I 6 <br />5D-I <br />I I <br />6ARA6E 5LAB: <br />3 %2" GONG. 5LA13 ON 6RADE ( L <br />• I (2500 P51 MIN.) w/ 6x6-WI.4xNI.4 <br />I MESH OR FIBER MESH OVER 6 I • • • <br />MIL. POLY ON q5% GOMPAGTED I • <br />FILL OR VIR61N 501L. <br />I <br />W • <br />I <br />I I <br />I <br />— — — — — — — — — — — — — J <br />I <br />v <br />SD -I <br />2 <br />5D-1 <br />5 0 <br />5D-I c� <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />• - -_.__-INDIGATE5 I/S"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 POST ABOVE. PROVIDE 5OLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: <br />.7 • v y � 'r <br />7 <br />4 = <br />• <br />• Cr \ <br />p <br />•. <br />0 <br />�4#08N A'�"t�� q q <br />© copyright : MULHERN & <br />Structural En m <br />ering, nc. <br />0 CD <br />Z <br />LU <br />W <br />W <br />Z <br />c <br />C7Cn <br />z <br />W <br />0— <br />J <br />� <br />Q <br />Z= <br />Q <br />U <br />� Q <br />W~ <br />�� <br />'> <br />cn <br />a E <br />J� <br />Q� <br />Z <br />W <br />vo <br />0 <br />y <br />W <br />m <br />4N <br />c <br />r, o. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />,J S B <br />drawn by: <br />BC <br />issue date: 09-20-21 <br />rREVISIONS: <br />te: initial: <br />/22/2021 DJR <br />sheet: <br />35'-0 <br />5'-0" 11.4"I, 10'-0" <br />SLAB PLAN <br />SCALE: 1/4"=1'-O" (22x54 SHEET) <br />SCALE: 1/8"=1'-O" (IIxI1 SHEET) <br />Fm i,10 <br />