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FR1 1/ ; /,%, <br />seal N�. <br />78 <br />35,_oll <br />• ® INTERIOR BEARIN6 WALL <br />®* ; ' w <br />• — — — BEARIN6 WALL AE30VE <br />®� °. � AT of : LIr <br />I5I_0il ILI_On 8i_0 <br />• BEAM / HEADER <br />r'� <br />p " `� \.• `� •� <br />• LOCATION AND EXTENT OF SHEARWALL <br />© copyright': k tf fkN & KU <br />Structural EnginNinc.1 2022 <br />LANAI SLAB: <br />— — — — — — — — <br />3 y2" GONG. 5LAB ON <br />r.-.-.-.-, <br />• J EXTENT OF OVERERAMIN6 <br />� <br />GRADE (2500 PSI I <br />�, z <br />I N <br />MIN.) w/ 6x6 W1.4xW1.4 <br />• m - - ---INDICATES I/8"A" SAW GUT CONTROL JOINT <br />°; <br />12"WIDE GONG. I I <br />MESH OR FIBER MESH <br />z o <br />o <br />TURNDOWN EXTENDED I n I <br />ON q5% COMPACTED <br />_ <br />o <br />El INDIGATE5 LOCATION OE REINPORGED GMU GORE <br />— 5; <br />CD <br />o <br />MIN. 12" BELOW 6RADE <br />FILL OR VIR61N SOIL. <br />o <br />— <br />(SEE NOTES) <br />z a <br />LU <br />I <br />J L METAL HAN6ER <br />+— _ <br />Q n <br />2 I Q I <br />15D-I <br />2 HVAG <br />UNIT <br />INDIC ATES POST ABOVE. PROVIDE SOLID <br />z = Q o <br />5D-I 5D-I I <br />3 y2" STEP <br />5 <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />o <br />.ax <br />o„k:', <br />INER <br />W <br />-. <br />REFER TO 5-0.0 FOR TYPIGAL <br />m j <br />6� 4�� <br />- - <br />— — — <br />— <br />10�_0�, <br />STRUGTURI�L NOTES SGHEDULS <br />= a Q <br />de <br />Ile <br />JZ �o <br />I <br />�CP <br />_� e11P <br />I <br />ti mLo <br />i FRENGH DOOR <br />�a <br />• I ( REGESS PER <br />MANUFAGTURER5 <br />INSTRUCTION <br />I <br />• <br />I <br />M&K project number: <br />068-2001 1 <br />.I <br />CONCRETE SLAB: I <br />project mgr: J S B <br />3 Y2 GONG. SLAB ON I <br />drawn by: DJ R <br />6RADE (2500 P51 MIN.) w/ I <br />6x6 W1.4xW1.4 MESH OR <br />issue date: `j .. `j..22 <br />FIBER MESH OVER 6 MIL. <br />POLY ON Q5% COMPACTED I <br />REVISIONS: <br />date: initial: <br />m <br />FILL OR VIR61N SOIL. I <br />� � <br />I � � <br />2 <br />5D-I <br />I <br />NOTE: REFER TO BLOCK <br />_ <br />PLAN FOR ALL DOWEL <br />LOCATION DIMENSIONS. I <br />o <br />2 <br />I <br />_._.__. _..... 4r-m..,.-. __ ..... _ _.__ ._.... .._. <br />I I <br />I I • <br />5D-I I <br />----- -- �� ---- I _ <br />3 y2 STEP �3 y2 <br />STEP <br />I <br />• <br />I I <br />5D-1 5D- I I I <br />0 <br />�o I <br />6ARA6E SLAB: I I I'D <br />...J <br />,.� U. <br />3 Y2" GONG. SLAB ON 6RADE I I <br />L <br />w^ <br />(2500 PSI MIN.) w% 6x6-W1.4xW1.4 I — — — — — <br />— — <br />co <br />MESH OR FIBER OESH OVER 6 I • VO • 0 <br />MIL. POLY ON Q5% GOMPAGTED I <br />O 2 <br />_ <br />I FILL OR VIR61N SOIL. I 2 <br />a <br />5D-1 <br />U) <br />UJ <br />i <br />u1 <br />I �= I <br />• I N I <br />� <br />0 .J <br />50 <br />5LU <br />U <br />SD- I <br />I I <br />�—I-� <br />. <br />Lo <br />(y) W <br />--------------� <br />01 Z <br />sheet: <br />5LA PLAN <br />5D- <br />18'-8" 5'-0" i'-4" 10'-0" <br />SCALE: I/4"=1'-O" (22x34 SHEET) <br />((>5'-0 SCALE: 1/5" =1'-O" (Ilxl1 SHEET) <br />3 <br />