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12" WIDE GONG. — <br />TURNDONN <br />EXTENDED MIN. 1211 <br />BELOW GRADE <br />M1 <br />181_Sn <br />PATIO SLAB: Cl <br />3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN) <br />W/ 6x6-N1.4xN1.4 MESH OR FIBER MESH ON <br />q5% GOMPAGTED FILL OR VIRC71N SOIL. <br />21'-411 <br />2 <br />5D-1 <br />3Y2'I STEP--------— <br />a <br />5D- <br />5D-I 5D-I I <br />3 Y2" STEP <br />I I I <br />61_211 <br />I I <br />5.6.D. REGE55 PER <br />MANUFAGTURERS <br />• I INSTRUGTION <br />i <br />II <br />I <br />•I ' <br />I <br />.I <br />I <br />_ t__� <br />1 I <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL <br />LOCATION DIMENSIONS. <br />HVAG <br />UNIT <br />I I <br />I <br />I <br />I I <br />� I • <br />I <br />I I <br />I <br />I <br />I <br />I I <br />l <br />i I <br />I I <br />I. <br />I <br />• <br />I <br />.I <br />I <br />201_011 <br />01 <br />1 <br />201_011 <br />• I I r-------3Y2'I51EP--------� <br />K4 ?47-� <br />I I <br />I I I 5D—I i 5D—I <br />• I _ I 11 <br />- 3 Y STEP <br />I 1 2 6ARA6E SLAB: <br />I I 3 Y2" GONG. SLAB ON GRADE <br />7 I (2500 P51 MIN.) w/ 6x6-NI.4xNl.4 I • <br />5D-I I MESH OR FIBER MESH OVER 6 <br />I I 1 MIL. POLY ON q5% GOMPAGTED <br />-3 y211 5 P FILL OR VIR61N SOIL. <br />1_ __ ___ _ - <br />I I I <br />I I SD —I I I <br />I I I I <br />•I � I I - I I <br />N I I N I <br />I I I L <br />a <br />'[�/ �5 <br />SD-) <br />3 <br />5D- <br />5'-411 <br />M <br />u <br />LEGENP <br />0 ® INTERIOR BEARING WALL <br />• c = _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMING <br />• — -- —-INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT <br />.; INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />2. <br />SD- <br />seal <br />� -t3goe <br />�f <br />© copyright : MUL�P�OI�I1L ANC. <br />structural Engine �RNC. <br />azZ <br />,) <br />W <br />W N <br />Z <br />D <br />z <br />W a <br />J 6 <br />Q °D <br />m e <br />. a <br />cm <br />E <br />oc <br />W~ <br />=a Q. <br />.J z <br />MUJ co <br />� S <br />y m _ <br />W N <br />M&K project number: <br />068.200 T 1 <br />project mgr: JSB <br />drawn by: MJT <br />issue date: 01 -2 6-2 1 <br />REVISIONS: <br />date: initial: <br />aq <br />Cz <br />fy <br />Cz <br />�1 <br />'Q <br />Q <br />0 <br />J <br />LL <br />1J <br />W LQ <br />C� <br />Q Z <br />5 � a <br />0 <br />5D— I N is, <br />'Q <br />J <br />d <br />cL W U <br />(0 U) <br />0 ? <br />COJWQ., .� J <br />SLAB PLAN sheet: <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />WALE: 1/6"= I'-0" (I IXI1 SHEET) Fo,11.0 <br />■ ow <br />