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<br />n <br /> <br />--~- <br /> <br />TYPICAL DOOR <br /> <br /> <br />rLl <br />I <br />L __J <br />I <br />I <br />I <br /> <br />II <br />f I <br />,I -T.1- <br />I' --- <br />I' ,"1\ <br />I <br />I I ....JA <br /> <br />I/i// I <br /> <br />T <br />-T <br /> <br />o <br /> <br />7 <br /> <br />II <br />II <br />II <br />r- I' <br />--r_-, ,I <br />I' <br />_1.._' I <br /> <br />-..l <br /> <br />----<- <br /> <br /> <br />STIFFENERS <br /> <br />STEEL OR <br />ALUMINUM <br />FLOOD SHIELD <br />ATTACHED TO <br />FRAME WITH <br />QUICK DISCONNECT <br />TYPE FASTENERS <br /> <br />rat' -SEAL',PErlMANENTL Y ATTACHED TO SHIELD <br />,"~, . <br />-- ---M8TAL FRAME <br />\ ' <br />"t>.-: ) <br /> <br />l),~P '," !../\.~' <br />:~J~ S4) <br /> <br />j ~::I '" frF, \Pi ----~- <br />H jPth <br /> <br /> <br />ZLL HOLLOW MASONRY WITH CONCRETE AROUND <br />DOOR FRAME <br /> <br />\ I":, " <br />'t .' v,' <br />, 1'~\" <br />ill" . <br /> <br />., <br /> <br />.--c--<~ <br /> <br />MORTAR BETWEHJ MASON FlY UNITS <br /> <br />ANCHORS & FLUSH HEAD BOLTS <br />FOR ATTACHING FRAME TO <br />MASONRY UNITS <br /> <br />SECT I 0 I'!.:"'-:::i'~ <br /> <br />ALL CELLS AROUND OPENINGS IN HOLLOW MASO\~R'I CONSTRUCTION SHOULCi BE <br />FILLED WITH CONCRETE. LARGE OPENINGS SHOU1J) HAVE BOND BEAMS. VERTICAL <br />REINFORCEMENT. AND METAL FRAMES AROUND OAENING. <br /> <br />MORTAR JOINTS THAT LIE WITHIN FLOOD SHIELc) SHOULD BE STRUCK FLUSH WITH <br />THE MASONRY UNITS SO THERE WILL BE A BETTER ~EAL. <br /> <br />Figure 8.10. Door shield reinforcennent del ailing. (Reference 40) <br />