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seal: <br />CFNsF-,,� % <br />• ® INTERIOR BEARING WALL <br />No 77824 <br />• _ _ _ _ = BEARING WALL ABOVE', <br />sTaTs of;' Ali " <br />• BEAM / HEADER <br />,iC)'+` <br />PATIO SLAB: <br />3 y2" GONG. SLAB ON <br />LOCATION AND EXTENT OF SHEARWALL <br />;, .... v-% <br />©copyrig ��ULt280 <br />tural 15nbineenng, <br />12" WIDE GONG. TURNDO I ( <br />6RADE (2500 P51 <br />7--7:7:71 <br />EXTENT OF OVERFRAMING <br />u Inc. <br />_N <br />EXTENDED MIN. 12" BELOW I I <br />MIN.) N/ 6x6-W1.4xW1.4 <br />l_—__.-1 <br />� C7 <br />ZFC <br />o <br />6RADE I <br />I <br />MESH OR FIBER MESH <br />o <br />•�---INDIGATE5 1/5"XI" 5AN GUT GONTROL JOINT <br />°; <br />ON 115% GOMPAGTED <br />o <br />- <br />W N <br />Z c <br />FILL OR VIRGIN SOIL. <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />Z <br />I <br />(5EE NOTES) <br />a <br />< <br />2 I 7 q <br />HVAG <br />� � METAL HANGER <br />LU <br />+ <br />SDI 3 y2 STEP I <br />UNIT <br />� <br />< <br />� � a <br />BLOCK NG UNDER P05TEOR JAMB ABOVE. <br />_� <br />c- <br />— <br />1 �1 <br />�� �� <br />REFER TO 5-O.O FOR T"rPIGAL <br />LLJ m <br />2 <br />-8 <br />6 -2 I I -10 I <br />E <br />Z a <br />I <br />5TRUGTURAL NOTE5 5GHEDULE5 <br />a <br />i <br />J OM <br />Mo <br />i g I <br />0 <br />MELU <br />• <br />y m` <br />I <br />cc M Cl <br />2 <br />i � I <br />i <br />SD- I <br />I <br />i I <br />I I • <br />I <br />_..._ _.....__ ._ _ __ -._ ---- _--------- ------ _._,_._... _- w......__ .._ -_. -...._ _._..-... <br />M&K project number: <br />i I <br />I <br />068-2001 1 <br />I <br />project mgr: J S B <br />• <br />drawn by: MJT <br />I <br />issue date: 05-28-21 <br />� <br />m <br />I I I <br />REVISIONS: <br />date: initial: <br />NOTE: REFER TO BLOGK I ' <br />PLAN FOR ALL DOWEL i <br />JUN 0 1 2021 <br />o <br />I LOGATION DIMENSIONS. ( <br />o <br />..... ..... mA . .... _---..__...n <br />I <br />ct <br />Q, <br />I <br />� <br />I <br />i <br />2 <br />5D-I <br />L__ I <br />-----'3y25TEP------ -� <br />I <br />I <br />4 ; 4 I I <br />0 <br />I 5D-I 5D-I I <br />— <br />5 <br />I 3 Y2" STEP <br />5D-i <br />I I• <br />LL <br />.) <br />onI 7 <br />I I <br />GARAGE SLAB: SD <br />,� U? <br />3 )/2" GONG. SLAB ON GRADE � I I <br />- I <br />U J <br />(2500 P51 MIN.) N/ 6x6-W1.4xW1.4 3 Y2" STEP <br />nn Z <br />_._.. _ ...- -I.. '- • ' b. _ ......._...o __. __-.._._....-.....w _....-...._.. _�......... <br />MESH OR FIBER MESH OVER (b011 <br />\ <br />l� <br />MIL. POLY ON q5% GOMPAGTED I I <br />0 LO <br />FILL OR VIR61N SOIL. I 6 <br />5D-I <br />Z <br />' a I I <br />d <br />z <br />I <br />n <br />0 <br />a <br />o <br />L--------I--------J <br />N U) <br />. <br />0 Z <br />0 <br />2r% <br />(n <br />5D-I <br />5D-I <br />sheet: <br />20'-011 5'-411 <br />I <br />SLAB PLAN <br />35'-8" <br />I SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 116'*'-0" (110 SHEET) <br />Fm1 ,0 <br />