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OR liS 6tJIlD NOPftf'ER- '. . >,'. <br />WITH ilL,)) HS M 0 OrEtllt~S Sf"Alf,O <br />OYER IEiiW 1 TPEAfEQ COMPACfEO <br />Flll~ _, <br />08~rES 115 BAR ~E.fHICAL INFILLE.O <br />(ELL WITH 6' HOCK INTO FOOTING <br />t#J T IE BEAM <br />MAX SPACING6'O' <br /> <br />.' <br /> <br />, <br />, . <br />,I} <br />" <br /> <br />'~ > <br /> <br />OHADF; 60. <br />IN- HASONJlY <br /> <br />-= 48 DAR DIA- <br />. HJ~TEHS <br />:: 30 BAil DI,\- <br />METEHS. <br />15 DAnS. 2'-0" X 2'-0'1 <br />? Nl' COHNEH$ OF, BEAMS AND <br />FOORINO~. QU~~TITY"TO <br />MAfea VjNOlTUDINAL REIN- <br />FOnCI1HENT. <br /> <br />, " <br /> <br />~. <br />, <br /> <br />t ,f # <br />, If.... ~ 'J <br /> <br />P.SI. (;<mt?HE:)SIVH STRE'NGTU AT 28 DA 'is, <br />.~ ' <br /> <br />AS DETEH- <br /> <br />2000 PSI <br /> <br />FOU~ijD~\ T~ON <br /> <br />PL~\N <br /> <br />" <br /> <br />SCALE <br /> <br />. 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