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Q11 <br /> N 6" <br /> '. .� 611 <br /> r e e ° <br /> o. e A <br /> ° a. <br /> `;0 • <br /> 01 o <br /> • ' I I SEE DETAIL <br /> e .e III�II <br /> O I I L <br /> TYP.HEAD& <br /> • MASONRY JAMBS II <br /> 00 <br /> M OPENING <br /> N <br /> e•i <br /> N <br /> J <br /> • • FRAME I ASTRAGAL <br /> SHOWN FOR <br /> N I REFERENCE ONLY <br /> is I I <br /> v ws <br /> 0 <br /> 1 X BUCK I I Oz <br /> • II <br /> m <br /> F <br /> o I I TYP.@ SILL <br /> `a. SEE DETAIL <br /> tA <br /> 3 ,Illl I_I <br /> L^ 6 <br /> 1 • ' <br /> L <br /> o a ' <br /> 4 <br /> O' <br /> m <br /> LL <br /> rn <br /> N <br /> Ln HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB <br /> LL Masonry 1 X buck construction <br /> CONCRETE ANCHOR NOTES: <br /> 0 1. Concrete anchor locations at the comers may be adjusted to maintain the min. <br /> CL a edge distance to mortar joints. <br /> a 2. Concrete anchor locations noted as"MAX.ON CENTER°must be adjusted to <br /> rmaintain the min.edge distance to mortar joints,additional concrete anchors <br />