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jUN 0 a 2020 <br />P', <br />I <br />35'-0" <br />1. 10'-0" 12'-0" . 13'-0" , <br />�;'-------��i RATIO SLAB: <br />12" WIDE GONG. I 3 Y2" GONG. SLAB ON <br />TURNDOWN EXTENDED I I GRADE (2500 PS <br />MIN. 12" BELOW GRADE <br />MIN.) w/ 6x6-W1.4xW1.4 <br />I `� I MESH OR FIBER MESH <br />w ON q5% COMPACTED <br />FILL OR VIR6IN 501L. <br />HVAG 2 <br />UNIT 5D-I I 3 y2" STEP SD-1 5D-I <br />12 -4 11 6 -2 11 <br />5.6.D. RECESS PER <br />MANUFACTURERS <br />• I INSTRUCTION <br />I � � <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL 1 <br />LOCATION DIMENSIONS. <br />01 <br />0 or <br />4 <br />5D-I <br />6ARA6E SLAB: <br />02" GONG. SLAB ON 6RADE <br />(2500 P51 MIN.) w/ 6x6-W1.4xW1.4 <br />MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON q5% COMPACTED <br />FILL OR VIR61N SOIL. <br />3 <br />N <br />W <br />!L <br />: <br />CONCRETE 5LAB: <br />3 %2" GONG. SLAB ON <br />6RADE (2500 P51 MIN) w/ <br />6x6-W1.4xW1.4 MESH OR <br />FIBER MESH OVER 6 MIL <br />POLY ON q5 COMPACTED <br />FILL OR VIR61N SOIL. <br />6'-3 3/4" 10'-2 1/4" <br />STEP VARI E5 <br />I <br />000 24"x24"xl2" PLAIN 6 <br />GONG. FT6. w/ TOP OF <br />5D-I FT6. 12" BELOW TOP OF 5D- <br />HOUSE SLAB (TYP. OF 2) <br />I•.I <br />L J <br />i <br />35' <br />5LAE3 PLAN <br />Or <br />I� <br />8 x16 THICKENED <br />SLAB UNDER 10 <br />BEARIN6 WALL SD- <br />(TYP) <br />SCALE: 1/4"= I'-0" (22x34 SHEET) <br />SCALE: I/5"=1'-0" (IlxI 1 SHEET) <br />2 <br />SD-1 <br />2 <br />5D-1 <br />I <br />9 <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />• INDICATES 1/8"A" 5AW GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />JL METAL HAN6ER <br />INDICATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal: `NV I �G• �Fj?f4 ® <br />♦ ee <br />No 24, <br />B B <br />B 8 <br />®e <br />a <br />49a� <br />O copyr Stru ,g, Inc. <br />amz <br />Z <br />J� <br />w <br />w 04 <br />= Z o0 <br />z <br />z `— <br />w <br />J L <br />Q <br />Z= Q <br />U 4 a <br />C .5 a, <br />C/7 .5 j <br />� m <br />a <br />J a Fp <br />Z c <br />W Y c6 <br />oCM <br />ti mLb <br />W C N <br />= CM O. <br />IV <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: N J M <br />drawn by: KG K <br />issue date: 05- `I 9-20 <br />REVISIONS: <br />date: initial: <br />J <br />W <br />O <br />Z <br />p <br />� <br />a <br />w <br />� <br />Ld <br />sheet: <br />Q <br />0 <br />J <br />LL, <br />co <br />z <br />x <br />0- <br />(n <br />U) <br />Z) <br />_J <br />(Y) C <br />0 Z <br />J J <br />''I <br />Flo�.O <br />