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LE6ENP seal: 6 2020 <br />38 <br />10'-0" 10'-0" I ® INTERIOR BEARING WALL to <br />Wo 77624 <br />• _ _ _ = BEARING WALL ABOVE <br />v <br />• BEAM / HEADER �° ' ° � <br />PATIO SLAB: a STATE OF `f <br />LOGATION AND EXTENT OF 5HEARWALL c co ri ht M"�o� 4L4 �� , <br />• PY9 <br />3 Y2" GONG. SLAB ON F'k `, Irr. ke. <br />r--.-.-.-� c, <br />GRADE (2500 P51 N i:.::::::: i EXTENT OF OVERFRAMIN6 <br />MIN.) W 6x6-W1.4xN1.4 z <br />MESH OR FIBER MESH tL - • ----INDIGATE5 I/8"xl" 5AW GUT GONTROL JOINT =J °; <br />ON Q5% GOMPAGTED o ', z o <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />FILL OR VIRGIN SOIL. (5EE NOTE5) z <br />L METAL HANGERHVAG 2 W aa <br />J <br />UNIT 5D-I 3 Y2" STEP 5D-I 5D-I INDIGATE5 P05T ABOVE. PROVIDE 50LID = E E <br />CS <br />BLOGKING UNDER P05T OR JAMB ABOVE. z <br />A a <br />- REFER TO 5-O.O FOR TYP I GAL y <br />6'-2" 20' � " <br />5TRUGTURAL NOTES 5GHEDULE5 J Z < g <br />5.6.D. RECESS PER I ti m <br />MANUFAGTURER5 I o a <br />IN5TRUGTION <br />2 <br />V-1 ' <br />I I i <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />I <br />drawn by: MJT <br />_ issue date: 10-08-20 <br />cr <br />REVISIONS: <br />I I m <br />date: initial: <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL I _ <br />o I LOCATION DIMENSIONS. <br />O I I E I o <br />. <br />I I • �, ro <br />2 <br />SD -I I <br />3 y2 STEP I <br />4 I d <br />4 I O <br />I 5D-I 5D-I I <br />I I � <br />3 y2" STEP 5 J <br />\ I SD -I LL <br />T�ICY2 <br />I GARAGE SLAB: Y2 <br />3 " GONG. SLAB ON GRADE I w Z <br />STEP (2500 PSI MIN.) w/ 6x6-N1.4 K.4 <br />' '. - j- - - MESH OR F I BER MESH OVER 6 <br />1 � I MIL. POLY ON c15% GOMPAGTED I N O U� <br />6 I FILL OR VIRGIN SOIL. I ,a <br />N I d <br />z U <br />• I , I a rs, U) <br />oL-----------------J I— <br />. . Q <br />O Z <br />J J <br />5D- I I v 1 <br />5D-I sheet: <br />201_011 SLAB PLAN <br />I SCALE: 1/4"=1'-O" (2244 SHEET) <br />SCALE: I/W=I'-0" (IlxI1 SHEET) Fm <br />1 *0 <br />