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LEGEND <br />seal. „ ' <br />• ® INTERIOR BEARING WALL <br />78 <br />i u i " i " <br />10 -0 I0 -0 I8 -8 <br />-- <br />BEARING WALL ABOVE <br />• BEAM / HEADER <br />.:ATE <br />a}LZORd <br />• LOCATION AND EXTENT OF 5HEARWALL <br />© copyright hl{ I� pe'll, v <br />Struc�A�t f yh1ArA�, �nc, <br />PATIO SLAB: <br />3 %2" GONG. SLAB ON <br />I I EXTENT OF OVERFRAMIN6 <br />N <br />6RADE (2500 P51 <br />`� - - - <br />a z <br />MIN.) w/ 6x6-W1.4xW1.4 <br />. - --INDIGATE5 I/S"A" SAW GUT GONTROL JOINT <br />W <br />o <br />D- <br />MESH OR FIBER MESH <br />o <br />w N <br />Z <br />o <br />ON q5% COMPACTED <br />o <br />_ <br />:?:. INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />(5EE NOTE5) <br />c� <br />FILL OR VIRGIN SOIL. <br />z 0- <br />q 7 <br />J L METAL HANGER <br />W <br />+ J m <br />a <br />HVAG <br />UNIT <br />5D-I SD-1 <br />2 <br />5D-I <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />= E of <br />3 Y2" STEP <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />a <br />I <br />--------- ------------ <br />--------- <br />REFER TO 5-0.0 FOR TYPICL <br />UJ _= <br />11-1011 6'-2" <br />20'-' " <br />STRUGTURAL NOTE5 I$ 5GHEDULE5 <br />i a ' ' <br />Jz -o <br />ocm <br />• I 5.6.0. REGE55 PER <br />I <br />m` y Lh <br />c <br />MANUFAGTURER5 1 <br />M <br />IN5TRUGTION ' <br />2 <br />SD -I <br />I I <br />M&K project number <br />�� <br />068-200 1 1 <br />project mgr, .J S B <br />1 <br />drawn by JAI <br />issue date: 04-22-20 <br />REVISIONS, <br />i <br />1 <br />� <br />m <br />date: initial; <br />' I <br />NOTE: REFER TO BLOGK <br />PLAN FOR ALL DOWEL <br />o <br />I LOCATION DIMENSIONS. I <br />o <br />f <br />i I <br />CZ'� <br />Czo <br />I <br />I <br />O <br />2 <br />. I , 3 /2 STEP <br />011001 <br />I I I <br />I 4 4 <br />Q <br />� <br />5D-1 I <br />0 <br />I 3, �, STEP <br />/2 <br />LL, <br />. i 1 <br />50-1 <br />I amom <br />I � 1 mmmi <br />U) <br />SD -I I 6ARA6E SLAB: <br />I I <br />w Z <br />I -3 J 3 %2" GONG. SLAB ON GRADE <br />Q <br />%2" STEP (2500 P51 MIN.) w/ l xl-W1.4xW1.4 <br />� <br />(L <br />�w.. �... ... MESH OR FIBER MESH OVER 6 <br />co <br />MIL. POLY ON q5% GOMPAGTED I <br />6 FILL OR VIR61N SOIL. I <br />N <br />I <br />5D-I <br />z <br />U) <br />I I <br />a <br />Z <br />1 I s I LU 1 <br />0 <br />O �- <br />---------J <br />W <br />p Q <br />a <br />o- <br />• — I I <br />——————-----------t <br />00 U) <br />• . !J <br />Z <br />Q J J <br />2 <br />sheet: <br />5D-I I <br />PLAN <br />I0'-8" 20'-0" <br />I SCALE: 1/4"=I'-O" (22x34 SHEET) FORMS B <br />SCALE: I/S"=1'-0" (Ilxl'i SHEET) <br />Fm i,00 <br />- - I <br />