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NOTE: CONTRACTOR SHALL VERIFY WALL REINFORCEMENT <br />AND GROUTING AS SOON AS POSSIBLE AFTER STARTING <br />CONSTRUCTION. THIS INFORMATION SHALL BE SUBMITTED <br />TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO <br />INSTALLINC:x THE STEEL FRAME. <br />C-8X t I -CD, .41 V2 "* DOWELS ca 32 " O.C. <br />INTO EXIST. MASONRY WITH ANCHOR -IT <br />SHORE AS "SOLIDBOND 2005" ADHESIVE AND <br />REQ,D REINFORCING SCREEN EXISTING to"' <br />CMU WALL <br />TYP. <br />EXISTING <br />WALL <br />c I o I--/ <br />TYPICAL> <br />DOWELS <br />TO <br />CHANNELS <br />clo�/ <br />SECTION <br />I A,*1 <br />NOTE: PROVIDE 2"* <br />GROUT HOLE EACH END <br />OF HEADER AND JAME35 <br />CIOX153 W/ V 1141 - <br />DOWELS P 31G.C_ <br />IN MASONRY W1 <br />ANCHOR -IT <br />"SOLIDBOND 2006" <br />ADHESIVE AND <br />REINF. SCREEN <br />DASE Ft. Na 11X2 3/ 11 <br />X0 1-1011 <br />GROUT AS <br />RF_Q'r) <br />I" NON <br />SHRINK <br />GROUT <br />(Fc'= 3.01<5 1) <br />-STt-. FRAME AT MASONRY WAI-L OPENING <br />OCT 1 2 2016 <br />