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� r � i •re rmc� r!nvr�r� i <br />II <br />.�oL51c. f <br />12" WIDE GONG. — <br />TURNDOWN <br />EXTENDED MIN. 12" <br />BELOW GRADE <br />0 <br />I <br />0 2 <br />t- <br />� 5D-I <br />I <br />N <br />-0 o <br />18'-8" 21'-4" <br />PATIO SLAB: ' <br />3 Y2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) 2 HVAG <br />W bx6-W1.4xN1.4 MESH OR FIBER MESH ON 5D-I UNIT <br />615% GOMPAGTED FILL OR VIRGIN 5O1L. <br />3 Y2 STEPLU <br />-1 <br />1 5D-I 5D-I 3 Y2" STEP01 <br />I I I <br />1 <br />I I <br />FRENGH DOOR REGE55 I I <br />PER MANUFAGTURERS <br />• I INSTRUGTION I <br />I <br />I I <br />I ' <br />I I <br />I <br />I <br />• <br />I NOTE: REFER TO BLOCK ► I . <br />I PLAN FOR ALL DOWEL <br />LOCATION DIMEN51ON5. <br />•1 <br />I � <br />I <br />____ _ _ .__ __.__ ._ _._ ew .......... -. ._ .. n._ .... ... ...... <br />. <br />I I <br />I <br />I <br />I , I• <br />I I I I <br />I ' I <br />•1 <br />20'-0" 20'-0" <br />1 <br />I 3 Y2 5TEP ' — • <br />1 4 4 <br />I � I 5D-I I 5D-I I <br />o 3 Y2 5TEP 6ARAH 5LAB: I <br />1 3 Y2" GONG. 5LAB ON 6RADE 1 <br />1 7 1 (2500 P51 MIN.) W 6x6-NI.4xNl.4 I• <br />5D- I 1 MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON Q5% GOMPAGTED <br />I I FILL OR VIR61N 5O1L. <br />3 Y2 5TEP I <br />1_ _ _ _ _ _ _ism• _I. _.__. _ _.... _ _ _.__.__.. _._... <br />I <br />I I 6 I I I <br />I o 1 1 I <br />•I o <br />I I I LU I <br />I I _ <br />L--- --- —J 5 I ------- --------� <br />—O <br />2 <br />5D-I <br />14'_0" <br />M <br />0 <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARIN6 NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: • : : I EXTENT OF OVERFRAMIN6 <br />• - - - ----INDICATES 1/6'xl" SAW GUT CONTROL JOINT <br />`.' INDICATES LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HAN6ER <br />• INDIGATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />2 <br />5D- <br />n <br />seal., <br />a Ir0 62 <br />TC Cyr <br />r <br />© copyn;1 t-:'I�ULli0642 <br />Structural Engineering, Inc. <br />aCD <br />z <br />JF= <br />w <br />w N <br />Z <br />z <br />w a <br />J m <br />Z= �v <br />F- • <br />c_ C E <br />W~ <br />a Q. <br />JZ o <br />W <br />o <br />y m <br />W C N cc M C. <br />IV <br />M&K project number: <br />068-200 1 1 <br />project mgr: .J S B <br />drawn by: BC <br />issue date: 01-18-2 2 <br />REVISIONS: <br />date: initial: <br />'Q <br />Q <br />0 <br />...J <br />LL <br />I --I Z <br />5 0 a <br />5D-I N <br />'Q <br />'� ] <br />'Q <br />cL w <br />pp d <br />(y) U) <br />[L O z <br />JJ <br />SLAB PLAN sheet: <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/6'*'-0" (110 SHEET) <br />F" <br />• <br />