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A <br />0 <br />0 <br />12 WIDE GONG. PATIO SLAB: <br />TURNDOWN 3 y2" GONG. SLAB ON GRADE (2500 PSI MIN.) <br />EXTENDED MIN. 12" w/ 6x6-N1.4xN1.4 MESH OR FIBER MESH ON <br />BELOW 6RADE q5% COMPACTED FILL OR VIR61N SOIL. <br />d- <br />f <br />I <br />I <br />I <br />• <br />• <br />• <br />N <br />-0 e <br />------ `---- 3y2"STEP <br />-------- <br />N I <br />LU <br />I <br />5D- <br />21'-4" <br />2 <br />SD -I <br />3 y2 STEP <br />I I <br />I <br />HVAG <br />UNIT <br />• • <br />---------1 <br />FRENCH DOOR RECESS <br />PER MANUFAGTURERS I <br />• I INSTRUCTION <br />I I <br />� 4 <br />• <br />i I <br />1 <br />I i <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL I <br />LOCATION DIMENSIONS. J,' <br />CONCRETE SLAB: ' • <br />3 y2" GONG. SLAB ON <br />6RADE (2500 PSI MIN.) W <br />' 6x6-NI.4xNl.4 MESH OR ' <br />FIBER MESH OVER 6 MIL. <br />POLY ON 115% GOMPAGTED <br />I FILL OR VIRGIN SOIL. <br />I � <br />� I <br />I• <br />1 <br />1 4 <br />1 <br />I <br />20'-0" <br />I' <br />� r-------3y2STEP•—------� <br />4 4 I <br />� I 5D-I I 5D-I I <br />I <br />3 y2" STEP <br />' 6ARA6E SLAB: <br />3 y2" GONG. SLAB ON 6RADE <br />(2500 PSI MIN.) w/ 6x6-N1.4xN1.4 I • <br />5D-I I MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON q5% GOMPAGTED <br />— — 3 STEP FILL OR VIR61N 5O1L. <br />1yoo I_ <br />6 <br />5D-I I <br />• I I• <br />.I <br />I <br />I N <br />I � <br />W <br />5 I <br />5D-I <br />3 1 <br />5D-I 5D-I <br />51-4" 20._a <br />0 i_0" <br />N <br />r— <br />d- <br />2 <br />5D-1 <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERERAMIN6 <br />L J <br />• — - — — INDIGATE5 I/S"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 501—I0 <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal` N a =d <br />� o <br />to <br />9L <br />DEC <br />16 2021 <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />CD <br />z <br />_J <br />w <br />w <br />_z <br />c� <br />z <br />r. <br />w <br />ca.. <br />+J <br />� <br />Q <br />Z= <br />♦t-- <br />V <br />cc <br />Itt 10 <br />oc <br />c� <br />E <br />tLU <br />i Q <br />> <br />W <br />o <br />0 <br />y <br />W <br />e <br />m _ <br />$ N <br />M&K project number: <br />068.2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date: 1 <br />2-15-21 <br />REVISIONS: <br />date: initial: <br />Q <br />0 <br />.j <br />LL <br />i�T <br />W LO <br />0 <br />Q z <br />5 0 0 0_ <br />5D- I N <br />d <br />a W U <br />'I W <br />t CL O <br />U J _I <br />sheet: <br />SLAB PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: I/6"=I'-0" (Ilxl1 SHEET) FoN <br />