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1 1 1! 1 1 N 1 1 1 1 1 1 <br />0 <br />35'-0" <br />10'-0" 12'-0" 13'-0" . <br />12" WIDE GONG. <br />TURNDOWN EXTENDED <br />MIN. 12" BELOW 6RADE <br />HVAG <br />UNIT <br />• <br />2 <br />5D— <br />� — <br />— — <br />12E_4EE <br />i <br />•I <br />2 <br />5D- <br />I <br />I N <br />w <br />I � <br />5D-I 5D-I <br />3 y2" STEP <br />�0 <br />Ims <br />FRENCH DOOR <br />REGE55 PER <br />MANUFAGTURER5 <br />IN5TRUGTION <br />3 9 <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL ! <br />LOCATION DIMENSIONS <br />1 <br />I118E_6e E <br />� I I <br />12.. 5 I Ct <br />6ARA6E SLAB: <br />5 I%2" GONG. SLAB ON 6RADE <br />(2500 PSI MIN.) W 6x6-N1.4xN1.4 <br />MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON q5% COMPAGTED <br />FILL OR VIRGIN SOIL. <br />.I <br />1 <br />i <br />5U- i I <br />I <br />I rn <br />I N <br />i <br />{ <br />I <br />r— <br />LANAI SLAB: <br />3 )12" GONG. SLAB ON <br />6RADE (2500 P51 <br />MIN.) W 6x6-N1.4xW1.4 <br />MESH OR FIBER MESH <br />ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />1 <br />i <br />5U- i I <br />I <br />I rn <br />I N <br />i <br />{ <br />I <br />r— <br />LANAI SLAB: <br />3 )12" GONG. SLAB ON <br />6RADE (2500 P51 <br />MIN.) W 6x6-N1.4xW1.4 <br />MESH OR FIBER MESH <br />ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />• <br />GONGRETE SLAB: <br />3 Y2" GONG. SLAB ON <br />6RADE (2500 P51 MIN.) N/ <br />6x6-N1.4xN1.4 MESH OR <br />FIBER MESH OVER 6 MIL. <br />POLY ON q5% GOMPAGTED <br />FILL OR VIR61N 501L. <br />6'-3 3/4" 10'-2 1/4" <br />I <br />STEP VARI E5 <br />I I � <br />4 \ 1 I <br />24"x24"AT PLAIN <br />GONG. FT6. N/ TOP OF <br />SD -I FT6. 12" BELOW TOP OF <br />HOUSE SLAB (TYP. OF 2) <br />L <br />55' <br />5LAE3 PLAN <br />404 <br />I� <br />8"xl6" THIGKENED <br />SLAB UNDER 10 <br />3EARIN6 WALL SD -I <br />TYP.) I • <br />41 <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: 1/6"=1'-O" (IlxI1 SHEET) <br />2 <br />5D-I <br />• <br />2 <br />SD —I <br />LEGEND <br />• ® INTERIOR BEARIN6 NALL <br />• _ _ _ BEARIN6 NALL ABOVE <br />• BEAM / HEADER <br />• M LOCATION AND EXTENT OF 5HEARNALL <br />I: :I EXTENT OF OVERERAMIN6 <br />• - - INDIGATE5 I/8" A" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINEORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES d SCHEDULES <br />% 1L�/� <br />seal:• i� F'•.�' �'�. <br />A•'. <br />p <br />_ <br />• <br />�T_ <br />.10. P E OF W <br />�190f;c.FL O C,�O���;��� <br />d <br />© copyright : MUL 14 22021 <br />Structur gEneering, <br />Inc. <br />0 CD <br />Z <br />W <br />W <br />Z <br />c <br />aj <br />z <br />w <br />a- <br />--I <br />a <br />Z= <br />a� <br />U <br />'t Q <br />C <br />W F- <br />� <br />°O E <br />Q <br />�z <br />W A <br />W <br />�o <br />Y op <br />y <br />W <br />M <br />C N <br />cc <br />CD <br />Ch O. <br />M&K project number: <br />068-200 T 1 <br />project mgr <br />J S B <br />drawn by: <br />DJ R <br />issue date: `] <br />1- `j 8-2, 1 <br />REVISIONS: <br />date: initial: <br />z <br />d <br />J <br />Q.. <br />m <br />sheet: <br />4 <br />J <br />� <br />W <br />L` <br />Ca <br />0 <br />� <br />z <br />a <br />0i <br />W <br />a <br />J <br />� <br />a <br />W <br />�o a <br />Z <br />0 <br />W <br />J J <br />Fool 1 4,0 <br />