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40'-0" <br />LEGENi� <br />seal: <br />& 8 2I 4 <br />• ® INTERIOR BEARING WALL <br />• � _ — _ � BEARING WALL ABOVE <br />6 No 77Re 4 <br />2 HVAG <br />o � L� <br />e � <br />5D-I UNIT <br />T- <br />a? <br />• BEAM / HEADER <br />7 G <br />PATIO SLAB: - <br />N <br />3 Y2" GONG. SLAB ON • • • • <br />N <br />• LOCATION AND EXTENT OF SHEARWALL <br />©copy righ�M��TI°Qp° <br />�fyf�� <br />= <br />6RADE (2500 PSI w <br />p- 3Y2" STEP-----------------� <br />MIN.) W &xC-V4I.4xW1.4 <br />r - - - <br />• �:;:;:;:;:I EXTENT 01=0VERERAMIN6 <br />L-_-J <br />�,�,C��` <br />z <br />= <br />MESH OR FIBER MESH <br />._ - INDICATES I/S"xl" SAW GUT CONTROL JOINT <br />LL; <br />ON q5 GOMPAGTED ��E/I I <br />W N <br />FILL OR VIR61N SOIL. 7 q SD_I I <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />z <br />z <br />5D-I 5D-I <br />(SEE NOTES) <br />wQ CIL <br />3 Y2 STEP I I <br />J L METAL HANGER <br />J <br />• <br />• • • • • iI' _OWN _ _ _ _ fi <br />INDICATES POST ABOVE. PROVIDE SOLID <br />z Q of <br />II'-10116_2 <br />BLOGKING UNDER POST OR JAMB ABOVE. <br />F- . y <br />= <br />I <br />c <br />i <br />REFER TO 5-0.0 FOR TNrP I GAL <br />W m j <br />STRUCTURAL NOTES I$ SGHEDULE5 <br />E <br />Q o <br />5.6.0. REGE55 PER I <br />I I• <br />CD <br />J W YCP <br />• MANUFACTURERS <br />o o CM <br />INSTRUGTION I <br />y m <br />W c N <br />M&K project number. <br />I I <br />N <br />068-200 1 `I <br />r-- <br />`t <br />project mgr: NJ M <br />•I <br />drawn by: KG K <br />NOTE: REFER TO BLOGK <br />PLAN FOR ALL DOWEL <br />issue date: 04-1 ,4 -2 0 <br />LOCATION DIMENSIONS. I <br />REVISIONS: <br />date: initial: <br />i E <br />' I <br />� <br />•I I• <br />: <br />_._. -- - .r--- ------------- _ _....,_ <br />2 <br />•I I <br />2 <br />SD -I <br />( <br />5D-I <br />Ln <br />N <br />4 <br />I i f I <br />a <br />Cz <br />• I 1 � I <br />�� <br />20'-0" 20'-0" <br />3 Y2 5TEP . — <br />• <br />4 4 <br />I <br />I 5D-I 5D-I I <br />I <br />� <br />p <br />o <br />� 3 Y2" STEP <br />GARAGE SLAB: I <br />O <br />3 Y2" GONG. SLAB ON GRADE <br />(2500 PSI MIN) W/ 6xb-W1.4xNI.4 I •LL <br />SD -I I MESH OR FIBER MESH OVER 6 <br />,� <br />I <br />: MIL. POLY ON q5% GOMPAGTED I <br />W 0 <br />— — -3 Y2" 5TEP FILL OR VIRGIN SOIL. <br />Q z <br />r5 o <br />5D-1 <br />Z <br />D <br />_J <br />N <br />I I N I <br />a <br />W U <br />" co <br />a I <br />`-J <br />—J------- -- -----� <br />,� <br />0 z <br />2 <br />3 I <br />BLAB FLAN <br />sheet: <br />52 <br />5D-I 51 -1 <br />I <br />14'-0" <br />5'-4" 20'_�" <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/8"=1'-O" (Ilxli SHEET) <br />Flom <br />0'-0" <br />