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<br />,. 'J c, <br />;i) 1r <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />SECTION 3 ' <br /> <br />MIN. 3-1/2" SLAB 25 <br />CONC6x6-10x10W. <br />OR FIBER MES <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br />2" x 2" OR 2" x 3" POST <br /> <br />#8 x 9/16" TEK SCREWS BOTH <br />IDES <br /> <br />x 2-1/8" x 1" U-CHANNEL OR <br />CEIVING CHANNEL <br /> <br />ANCHOR RECEIVING CHANNEL <br />CONCRETE WI FASTENER <br />TABLE) WITHIN 6" OF EACH <br />OF EACH POST @ 24" O.C <br /> <br />CONCRETE ANCHOR <br />(PER TABLE) <br />1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE POST TO BASE CONNECTION DETAIL 1 <br /> <br />( <br /> <br />MIt!..3-1/2" SLAB 2500 PSI <br />CONC. 6 x 6 - 10 x 10 WW.M. <br />OR FIBER MESH <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br />2" x 2" OR 2" x 3" POST <br /> <br />#8 x 9/16" TEK SCREWS BOTH <br />SIDES <br /> <br />1" x 2-1/8" x 1" U-CHANNEL OR <br />RECEIVING CHANNEL <br /> <br />ANCHOR RECEIVING CHANNEL TO <br />CONCRETE WI FASTENER (PER <br />TABLE) WITHIN 6" OF EACH SIDE <br />OF EACH POST @ 24" O.C. MAX. <br /> <br />CONCRETE ANCHOR <br />(PER TABLE) <br />1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE POST TO BASE CONNECTION DETAIL 2 <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O BOX 4368. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767'<;556 <br /> <br />SEAl <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE <br /> <br />3-9 <br />