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LEGEND <br />seal: �.. <br />Y•s''' <br />35'-0" <br />• ® INTERIOR BEARIN6 WALL <br />'c 40 <br />• _ _ _ BEARIN6 WALL ABOVE <br />'� <br />15'_On 12�_0�� 8�_0�� oe <br />Olt <br />• BEAM / HEADER <br />^". ATE <br />r <br />• LOCATION AND EXTENT OF SHEARWALL <br />©cop g MukRF 1&xbtg, [C 17 2 <br />211 ATIO SLAB: <br />Structural knoPelring, Inc. <br />— — — — — — — — Qif IV2" GONG. SLAB ON <br />' <br />_ _ _ <br />• I - I EXTENT OF OVERFRAMIN6 <br />L — — — <br />a. <br />BADE (2500 PS 1 <br />z <br />IN.) W/ 6x6-W1.4xW1.4 <br />•-_ _.. ---INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT <br />°; <br />I ESH OR FIBER MESH <br />I <br />Z o <br />- <br />w ON q5% GOMPAGTED <br />I <br />- <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />— c <br />o <br />I ILL OR V I R61 N SOIL. <br />o <br />(5EE NOTES) <br />W a <br />J L METAL HAN6ER <br />I CD <br />2 I 7 q I 2 HVAG <br />I <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />°C E E <br />Z a <br />SD -I SD -I 3 / " STEP SD -I I SD -I UNIT <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />cc _ a <br />TO 5-0.0 FOR T"(PIGAL <br />E <br />m <br />•IffiEffREFER <br />— — — — — <br />l8'-8" <br />6'-4" <br />1 <br />10'-0" — — -' <br />5TRUGTURAL NOTE5 5GHEDULE5 <br />x <br />J o <br />z CP <br />o o� <br />! I <br />LUm <br />i FRENCH DOOR ! I • <br />%- <br />lil C <br />oe M <br />• I REGESS PER I <br />MANUFAGTURERS <br />INSTRUCTION ! <br />I <br />! ! I <br />project rol ect number: <br />068-2001 1 <br />• I I NOTE: REFER TO BLOCK ! I <br />project mgr: J,SB <br />PLAN FOR ALL DOWEL ! <br />drawn by. DJ R <br />LOCATION DIMENSIONS. I <br />I <br />issue date: 1 2-1 ,1-2, 1 <br />GONGRETE SLAB: <br />date: initial: <br />m <br />3 Y2" GONG. SLAB ON <br />I I 6RADE (2500 PSI MIN.) W/ I <br />2 <br />6x6-W1.4xNl.4 MESH OR <br />I � FIBER MESH OVER 6 MIL. <br />- <br />I POLY ON q5% GOMPAGTED <br />FILL OR VIRGIN SOIL. I <br />o <br />o <br />2 <br />I <br />CD <br />r <br />•I ! ! I <br />�CU <br />C <br />o <br />•I ! � I <br />! I <br />181_011 7 171_011 <br />de <br />SD- I <br />I <br />3 /2 STEP �3 <br />STEP <br />r2" <br />4 <br />I SD— I! <br />I <br />6ARAG E SLAB: I I I <br />LU LL <br />3 /2" GONG. SLAB ON 6RADE <br />L <br />' I (2500 PSI MIN.) W/ 6x6-W1.4xNI.4 I _ _ <br />MESH OR FIBER MESH OVER 6 • <br />0 <br />I <br />Z <br />MIL. POLY ON q5% GOMPAGTED I <br />FILL OR VIRGIN SOIL. <br />iZ <br />I 3 2 <br />I <br />Q, <br />_._ .. I ........... .. _w . _.__. __ ..._ , 5D-1 SD -I <br />UJ <br />I I <br />d <br />j <br />5 <br />SD -I <br />5 <br />• I j I . SD -I <br />UJ J <br />I <br />M <br />I <br />m <br />0 <br />N <br />- I <br />d <br />u) <br />U �e <br />L---- ----------J <br />'JZ <br />< 0 <br />J J <br />.. • • <br />V 1 <br />sheet: <br />5LA PLAN <br />5D- I <br />5'-0" II'-4" <br />SCALE: I/4"= I'-O" (2244 SHEET) <br />SCALE: 1/S"=1'-O" (IlxI 1 5HEET) <br />hM <br />35 -0 <br />