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35'-0" <br />13'-0" 12'-0" 10'-0" <br />1. <br />LANAI SLAB: <br />3 Y2" GONG. SLAB ON <br />GRADE (2500 PSI I 12 WIDE GONG. <br />TURNDOWN EXTENDED <br />MIN.) w/ 6x6-W1.4xW1.4 - <br />MESH OR FIBER MESH 1 I MIN. 12" BELOW GRADE <br />ON q5% COMPACTEDLU <br />FILL OR VIR61N SOIL. 1 <br />7 q I <br />2 HVAG <br />Y2 <br />5D-I 5D-I 3 " STEP I 5D-I UNIT <br />11000 <br />r----- 16--- -- 61_211 �.-- — 121-411 ----� <br />CONCRETE 5LAB: <br />3 Y2" GONG. SLAB ON <br />GRADE (2500 P51 MIN.) W/ <br />6x6-W1.4xW1.4 MESH OR <br />FIBER MESH OVER 6 MIL. <br />POLY ON q5% GOMPAGTED <br />FILL OR VIRGIN SOIL. <br />10'-2 1/4" <br />of <br />•I <br />8"xl6" THICKENED <br />10 SLAB UNDER <br />5D-I BEARIN6 WALL <br />. I (TYP) <br />2 <br />5D-1 <br />I <br />5.6.D . RECESS PER ! <br />MANUFACTURERS <br />INSTRUGTION <br />r— <br />NOTE: REFER TO BLOCK <br />PLAN FOR ALL DOWEL <br />LOCATION DIMENSIONS. i <br />I <br />I <br />18'-6" <br />I I� <br />(— — — — — —3 Y2" STEP 7 — <br />I <br />I <br />STEP VARIES <br />ILo <br />I <br />I <br />4 <br />I I 5D- <br />r- <br />L <br />0 <br />6ARA6E 5LAB: <br />3 Y2" GONG. 5LAB ON 6RADE <br />(2500 P51 MIN.) w/ 6x6-W1.4xW1.4 <br />MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON q5% COMPACTED <br />FILL OR VIR61N SOIL. <br />N <br />W <br />D i <br />0 <br />24"x24"xl2" PLAIN <br />GONG. FT6. W/ TOP OF <br />FT6. 12" BELOW TOP OF <br />HOUSE SLAB (TYP. OF 2) <br />J <br />18'-6" <br />M <br />5LAB PLAN <br />SCALE: 1/4"= I'-O" (2244 SHEET) <br />SCALE: I/8"=1'-0" (IlxI1 SHEET) <br />I <br />I• <br />5D-I <br />2 <br />5D- <br />I• <br />LE6END <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: I EXTENT OF OVERFRAMIN6 <br />: i -'J <br />•--- - ---INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE, PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal; GI <br />* % No 77824 <br />x1 ; STATE OF flho <br />© coPYng�f`FMULI+RN�&llL`�\� <br />$tnktural Engineering, Inc. <br />z <br />Z <br />JLU <br />W <br />W N <br />Z <br />CD <br />z <br />W <br />J i <br />Q � <br />E <br />ZH V <br />U it Q- <br />cr_ �E <br />C <br />=a Q. <br />JZ <br />W <br />c 2 <br />y M <br />W C N <br />C. M a <br />M&K project number: <br />068-19029 <br />project mgr .J S B <br />drawn by: B G <br />issue date: 07-07-21 <br />REVISIONS: <br />date: initial: <br />JUL 0 8 2021 <br />sheet: <br />Zop" <br />Cz <br />Fm 1.0 <br />5D-I <br />2 <br />5D- <br />I• <br />LE6END <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: I EXTENT OF OVERFRAMIN6 <br />: i -'J <br />•--- - ---INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE, PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal; GI <br />* % No 77824 <br />x1 ; STATE OF flho <br />© coPYng�f`FMULI+RN�&llL`�\� <br />$tnktural Engineering, Inc. <br />z <br />Z <br />JLU <br />W <br />W N <br />Z <br />CD <br />z <br />W <br />J i <br />Q � <br />E <br />ZH V <br />U it Q- <br />cr_ �E <br />C <br />=a Q. <br />JZ <br />W <br />c 2 <br />y M <br />W C N <br />C. M a <br />M&K project number: <br />068-19029 <br />project mgr .J S B <br />drawn by: B G <br />issue date: 07-07-21 <br />REVISIONS: <br />date: initial: <br />JUL 0 8 2021 <br />sheet: <br />Zop" <br />Cz <br />Fm 1.0 <br />