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0 <br />2 <br />SD- <br />fJ <br />- I, 16'-811 ,.- 12'-011 111_411 "I, <br />LANAI SLAB: ��'i 12" WIDE GONG. <br />3 y2" GONG. SLAB ON I TURNDOWN EXTENDED <br />6RADE (2500 PSI I _ I MIN. 12" BELOW 6RADE <br />MIN.) w/ 6x(b-V11.4xVWl.4 I `� <br />MESH OR FIBER MESH I L <br />ON q5% COMPACTED <br />FILL OR VIR61N SOIL. <br />q 2 HVAG, <br />I 5D-I 5D-I 3 y „ STEP I 5D-I UNIT <br />2 <br />Iq'-10" —'— — 6 2 — — 14'-0" � <br />I <br />I <br />5.6.D. RECESS PER <br />MANUFACTURERS <br />• I m INSTRUCTION <br />I <br />— NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL <br />LOCATION DIMENSIONS. <br />01, 6'-II 1/2" I'-0" II'-4 1/2" 1'-10 1/2" 12'-q 1/2" I <br />3y2115TEP— -- <br />• I I I 4 ,— f3 y2" STEP J <br />8"x16" THIGKENED 24"x24"AT PLAIN <br />1CNN <br />0 <br />• SLAB UNDER r_LONG. FTC). <br />5D-1 BEARIN6 ALL <br />(TYPII I 5D-I <br />4 <br />. (TYP.) <br />• , I I 4 <br />I <br />�---- -- _ <br />6ARA6E SLAB: • <br />'----------------- — —�LJ j 3 y2" STEP 3 y2 GONG. SLAB ON 6RADE <br />I (2500 PSI MIN.) W 6x6-W1.4xW1.4 <br />13'-I I/4" I 6'-2 3/4" ams,I MESH OR FIBER MESH OVER 6 <br />oe <br />MIL. POLY ON q5% COMPACTED <br />I I I FILL OR VIR61N SOIL. <br />I I I <br />I I � <br />y2 STEP <br />• • • • I n i <br />I I � 5 <br />I I 5D-I <br />o I 5D-I-------- I ---- ---�. <br />24"x2WAT PLAIN <br />• • • • — — • GONG. FT6. W/ TOP OF <br />FT6. 12" BELOW TOP OF <br />2 3 HOUSE SLAB (TYP. OF 2) <br />5D-I 5D-I 2'-8" 16'-0" 2'-8" <br />"-0" 4'-8 21'-4" <br />01 <br />40'-0" <br />5LAE3 FLAN <br />SCALE: 1/4"= I'-O" (22x34 SHEET) <br />SCALE: 1/6'*'-0" (110 SHEET) <br />FORM B <br />2 <br />SD -I <br />1 <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• - - - BEARI N6 WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF 5HEARWALL <br />• I: :I EXTENT OF OVERFRAMIN6 <br />•- - - INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SGHEDULES <br />seal: <br />N 77824 <br />_ <br />.� ;. $ T <br />OF <br />© copyright: A&IIIEIiN AKA <br />Structural Engineering, Inc. <br />0 (D. <br />Z <br />LU <br />w <br />w <br />z <br />o <br />co <br />z <br />w <br />aa. <br />_1 <br />Z= <br />E <br />C) <br />It <br />A <br />d d. <br />tm <br />oc <br />=_ <br />.= <br />j <br />°O E <br />Q <br />Q 1 <br />a) CD <br />MJZ <br />W <br />C) <br />ti CO <br />Q <br />y <br />a cCOc�r� <br />W <br />m` �h <br />Z5 N <br />CC <br />cy) M <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />p R <br />issue date: `] 0-04-21 <br />REVISIONS: <br />date: initial: <br />d <br />a <br />0 <br />J <br />LL <br />1--, <br />Q <br />Z <br />0 <br />x <br />CL <br />w <br />0 <br />Z) <br />0- <br />3: <br />m <br />0< <br />zLo <br />U) <br />�e <br />J <br />> <br />I— <br />0 Z <br />(n <br />.1 J <br />sheet: <br />Foo i,,o <br />