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<br />", <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />," x I X illUSION PI R TAIII F <br /> <br />ANCHOR ," x 2" xO,044" PLA TF <br />TO CONCRETE WITH '/4" x 2-1/2" <br />CONCH. It ANCHORS WITHIN 6" OF <br />tACH SlDt OF EACH POST AT 24" <br />O,C, MAX, OR THROUGH ANGLE AT <br />24" O,C, MAX, <br /> <br />MIN. -,.. 1/2" SLAB 2500 PSI CONe, <br />6x6 1Ox1O W,W,M, OR FIIJIR MESH <br /> <br />r-- '---,---- -..-~ <br />/ L <br />1_ -.- -rr-l----J <br />~..~~.... <br />[ ~l/------- <br />--If- UL~ <br />/,\-]f__~-'--^lll=--f <br />,------. ---..-.. . ./ <br />"'- -_4 ~!___----/ <br /> <br />(3) 610 x I" 5,M,S, INlO SCREW SLOTS <br /> <br />I" x 2" EXTRUSION <br /> <br />1-1/8" MIN, IN CONCRETE <br /> <br />VM'OR BARRIE,R UNDER CONCRETE <br /> <br />POST TO BASE AND POST TO BEAM DETAIL <br /> <br />,)" x 2" OR 2" x 3" OR 2" S.M,B, POST <br /> <br />Z" <br />~ <br /> <br />ANCHOR I" x 2" x 0,044" PLATE <br />10 C(mCRE. Tr WITH 1/4" x 2-1/2" <br />CONCRE IE. ANCHORS WITHIN 6" OF <br />EACH SIDE or EACH POST AT 24" <br />O,C, MAX, OR THROUGH ANGI E AT <br />24" O,C, MAX. <br /> <br />MIN .1-1/2" SLAfl 2500 PSI CONe. <br />6x6 lOx1O W,W,M, OR FIBER MESH <br /> <br /> <br />I m"-. ""'111 l <br /> <br /> <br />I '/U." <br /> <br />~p~ <br /> <br />2" x 2" x I/B" ANGLE EACH SIDE <br />ATTACH TO POST AND CONCRETE <br />AT LOAD BEARING WALL WITH <br />(2) 110 x 1/2" S.M.S EACH SIDE <br /> <br />I" x 2" EXTRUSION <br /> <br />~-:...:--:? 1- 1 /8" MIN IN CONCRETE <br /> <br /> <br /> <br />".. --- ~ --_/VAPOR BARRllR <br /> <br />AL TERNA TE POST TO TO BASE AND POST TO BEAM DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER .t DEVELOPMENT CONSUlTANT <br />P. 0, BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX" 1 (904) 767-6556 <br /> <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN f1I\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, <br /> <br />3 <br />41 <br /> <br />.:,.'\) <br />'\<~>-? <br />~ <::)0' <br />~~\~~ <br />"'--\~~~ ~~<Q <br />~ '\,J (J <br />,:)~" <br />'J.~, ' <br />