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[f] <br />0 <br />N <br />G <br />Cq <br />• <br />• <br />• <br />f1 <br />LANAI SLAB: <br />3 Y2" GONG. SLAB ON <br />GRADE (2500 PSI <br />MIN.) w/ 6x6-W1.4xW1.4 <br />MESH OR FIBER MESH <br />ON q5% GOMPAGTED <br />FILL OR VIRGIN SOIL. <br />12'-0" 11'-4" <br />1 <br />FRENCH DOOR <br />RECESS PER <br />MANUFAGTURER'S <br />m INSTRUCTION <br />Ln NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL <br />LOCATION DIMENSIONS. <br />61-111/2" 11'-41/2" 71-101/2" <br />_ 3 Y2" STEP - — - <br />. - - - ---� <br />I I � <br />8"x16" THICKENED 24"x24"x12" PLAIN I I 4 r <br />10 SLAB UNDER GONG. FT6. I I SD -I N <br />• 5D-1 BEARIN6 WALL r_ 1 <br />(TYP. (TYP.) <br />.I � 14 <br />W <br />D_ <br />a <br />I <br />12" WIDE GONG. <br />TURNDOWN EXTENDED <br />MIN. 12" BELOW 6RADE <br />2 HVAG, <br />SD-1 UNIT <br />f <br />GONGRETE SLAB: <br />3 Y2 GONG. SLAB ON <br />6RADE (2500 PSI MIN.) w/ <br />6x6-W1.4xW1.4 MESH OR <br />FIBER MESH OVER 6 MIL. <br />POLY ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />12'-q I/2" <br />L� <br />3 Y2" STEP <br />lwffim <br />' 4 <br />SD- <br />6ARA6E SLAB: <br />-•- - - - - - -- _ _ _ _ _ _ _ _ _ _ — — � 3 Y2" STEP 3 Y2" GONG. SLAB ON 6RADE <br />— — — — — — <br />I (2500 PSI MIN.) W 6x6-W1.4xW1.4 <br />13'-1 1 /4" ° 6-2 3/4" I \ I MESH OR FIBER MESH OVER 6 <br />de <br />MIL. POLY ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />M <br />►n r- — 3 1v2'� STEP <br />I I SD-1 I <br />5D-1--------------- ---__J <br />I <br />J. 24"x24"AT PLAIN I <br />. • • • GONG. FT6. w/ TOP OF SD -I <br />FT6. 12" BELOW TOP OF <br />2 3 HOUSE SLAB (TYP. OF 2) <br />SD -I SD-1 2 -L 16'-0" <br />14'-0" 4'-8of 21'-4" <br />40'-0" , <br />5LAE3 PLAN <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: 1/6'*'-0" (IIxI1 SHEET) <br />FORM B <br />I <br />::50 <br />N <br />SD- I <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />I____J <br />•— - — -- INDICATES 1/8"A" 5AW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />ED (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal--'-, <br />r®� <br />®o <br />' <br />®'0 <br />copyright: MULHERN & KULPn <br />CD <br />= 0 <br />Z <br />JCr__ <br />w <br />w <br />Z <br />Z <br />CDr) rn <br />w <br />0- <br />a <br />z� <br />a� <br />U <br />r Q <br />C <br />UJac <br />c� <br />xa <br />mE <br />Q. <br />Z <br />CP <br />Y <br />y <br />O C�D <br />M Lh <br />W <br />CC <br />C N <br />co a <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />JSB <br />drawn by: <br />DJ R <br />issue date: 01-1 <br />3-2, 2, <br />REVISIONS: <br />date: initial: <br />sheet: <br />Q <br />0 <br />LL <br />LLJ <br />Ca <br />� <br />O <br />Z <br />CL <br />Ld <br />n <br />0J <br />d <br />U <br />�d <br />(y) Y <br />F" z <br />J <br />J <br />z <br />M <br />Flom i , 0 <br />