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seal:,,,,, <br />• ® INTERIOR BEARING WALL <br />° <br />4 <br />16i_8n 12'-0" IOi_�ii <br />• C===� BEARIN6 WALL ABOVE <br />a <br />• BEAM / HEADER <br />�T <br />of <br />• LOGATION AND EXTENT OF 5HEARWALLo`�htINuD <br />'•1� ��,�' C qq <br />r Ff �1'� IndJ 6 2OL� <br />PATIO SLAB' <br />12" WIDE GONG. I c� I <br />3 y2" GONG. SLAB ON <br />6RADE (2500 PSI <br />• �:_ _: J EXTENT OF OVERERAMIN6 <br />`j.'�SruC�tu lye <br />„i, 4 <br />CD <br />am <br />TURNDOWN EXTENDED I ( <br />MIN .) w/ 6x6-W1.4xW1.4 <br />z <br />II <br />MIN. 12 BELOW 6RADE I <br />MESH OR FIBER ME5H <br />•- --INDICATES I/8"A" SAW GUT CONTROL JOINT <br />= <br />LU <br />w <br />-��' <br />I <br />ON q5% COMPACTED <br />VIRGIN <br />-0' <br />- <br />INDICATES LOCATION OF REINEORGED GMU GORE <br />El <br />z CMFILL <br />OR SOIL. <br />(SEE NOTES) <br />� z <br />a I <br />HVAC <br />L METAL HANGER <br />-i <br />2 <br />I 5D-I SD -I I <br />5D-I 3 y2" STEP <br />UNIT <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />°C E <br />= a c <br />E- <br />I <br />A <br />L1 d. j <br />O) ,ce <br />10 <br />W <br />------------ <br />REFER TOS-O.0FOR TYPICAL <br />m <br />2'-8" <br />6'-2" I II'-Io" I <br />STRUCTURAL NOTES I$ SCHEDULES <br />a> E <br />Q <br />s <br />z = <br />W Y CP <br />I 5.6.D. REGE55 PER I <br />29 <br />LU <br />o. <br />MANUFACTURERS <br />M <br />• IN5TRUGTIION <br />I I <br />2 <br />� <br />M&K project number: <br />068-2001 1 <br />I I <br />project mgr: SB <br />drawn by: DR <br />I• <br />issue date: 1 0-04-21 <br />REVISIONS: <br />m <br />date: initial: <br />NOTE: REFER TO BLOGK <br />PLAN FOR ALL DOWEL <br />o <br />I LOGATION DIMENSIONS. I <br />o <br />• I I <br />� <br />'~ ro <br />I <br />C <br />I <br />� <br />•I I� <br />I <br />O <br />2 <br />I <br />Iq'- la_4 <br />I <br />-----13y2" STEP------ -� I • <br />NNNIK <br />4 <br />5D_ I I I <br />fx <br />0 <br />5 <br />3 y2" STEP I I <br />LL, <br />I � � I I • <br />• I I I <br />,� co <br />6ARA6E SLAB: I 5D-I <br />I <br />3 Y2" GONG. SLAB ON 6RADE I <br />� I <br />Z <br />nn .-.. <br />(2500 PSI MIN.) w/ 6x6-W1.4xW1.4 �/2�TE>� <br />� I <br />I-� Ix <br />a <br />o <br />m MESH OR FIBER MESH OVER 6 t m • � 6-- mIm ����.� � m,� �.. � � � <br />O U) <br />MIL. POLY ON cf5/ GOMPAGTED <br />FILL OR VIRGIN SOIL. <br />.J <br />�, I I <br />I~ <br />0 Z <br />J J <br />2 <br />5D-I <br />sheet: <br />5D-I <br />5 LA5 FLAN <br />20�_0�� 18�_8�� <br />SCALE: 1/4"=I'-O" (22x34 SHEET) FORMS C <br />SCALE: I/5"=1'-0" (110 SHEET) <br />Fm 1.0 <br />38'- <br />