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I• <br />mm e <br />"I. 12'-0" ,. 10'-0" ,. 18'-0" "I. <br />PATIO SLAB: <br />3 Y2" GONG. SLAB ON <br />GRADE (2500 P51 <br />N MIN.) N/ 6x(b—N1.4xN1.4 <br />MESH OR FIBER MESH <br />ON q5% COMPACTED <br />FILL OR VIR61N SOIL. <br />HVAG 2 q 7 <br />UNIT 5D—I 3 Y2" STEP 13000 <br />5D—I 5D—I <br />CONCRETE 5LA13: I <br />3 )'2 GONG. SLAB ON <br />6RADE (2500 PSI MIN.) N/ 5.6.D. REGE55 PER <br />6x6—NI.4xNl.4 MESH OR MANUFACTURERS <br />• I FIBER MESH OVER 6 MIL. INSTRUCTION i m <br />POLY ON q5% COMPACTED j <br />FILL OR VIR61N SOIL. NOTE: REFER TO BLOGK <br />PLAN FOR ALL DOWEL <br />LOCATION DIMEN51ON5. I <br />12'—q 1/2" 7'-10 1/2" II'-4 1/2" 1'-0" 6'-11 1/2" <br />I <br />o L_ _. . _.. __......... .............. ..__ <br />L--- — 3 Y2" STEP J r 4 <br />N SD —I <br />0 <br />N <br />• <br />IWO <br />MWN <br />I <br />4 I <br />5D—I <br />GARAGE SLAB: <br />3 Y2" GONG. SLAB ON GRADE <br />(2500 P51 MIN.) N/ 6x6—N1.4xN1.4 <br />MESH OR F 13ER MESH OVER 6 <br />MIL. POLY ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />I <br />I <br />0 <br />0 <br />M <br />70 <br />ry <br />—3 Y2 STEP <br />_._ .... <br />124"x24"xl2i' PLAIN 8"xl6" THICKENED I • <br />GONG. FT6. SLAB UNDER 10 <br />J BEARIN6 HALL SO • <br />0 <br />i (I T P.) (TYP.) <br />17— — — — — <br />---------- <br />3 Y2" <br />6'-2 3/4" 13'-1 1/4" <br />00 <br />I I I <br />I I <br />_I__ <br />I I I <br />j <br />i <br />3 Y2" STEP - <br />= 5 I <br />6 <br />i <br />— <br />5D—I � <br />2'-8" <br />211-411 <br />40'-0 <br />SLAB PLAN <br />SCALE: 1/4"=1'—O" (22x54 SHEET) <br />SCALE: 1/6'.=r-0" (IIxI1 SHEET) <br />• <br />I <br />2 <br />5D—I <br />14'-0" <br />2 <br />5D—I <br />I• <br />LE6END <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF 0VERFRAMIN6 <br />• - ----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />10 2�2 <br />sealkAM <br />o <br />• PJo 7" ` �4 <br />s � <br />TTA.TE <br />O` <br />© copyrigK,* ER14 & UP9tf <br />ural Engineering, Inc. <br />Z <br />JL <br />w <br />w <br />z <br />c <br />rn <br />W <br />J <br />[Q.. <br />Q <br />Z°C <br />= <br />� <br />E <br />a� <br />C <br />Wfn <br />=a <br />O0 E <br />J z <br />Q1 <br />0 <br />_LU <br />o <br />Cam` <br />LU <br />_ <br />cm <br />cc <br />CN <br />M M <br />19F <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by, <br />MJT <br />issue date: 1 0-09-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />c�•ft4 <br />CU <br />cZ, <br />'Q <br />Ca <br />0 <br />J <br />LL <br />Fim i,,o <br />