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<br />SCREEN, VINYL & GLASS ROOMS <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 />MIN. 3-112" SLAB 2500 PSI <br />CONC. 6 x 6 -10 x 10 W.W.M. <br />OR FIBER MESH <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br />SECTION 3 <br /> <br />2" x 2" OR 2" x 3" POST <br /> <br />#8 x 9116" TEK SCREWS BOTH <br />SIDES <br /> <br />1" x 2-1/8" x 1" U-CHANNEL OR <br />RECEIVING CHANNEL <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 />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 />MIN, 3-1/2" SLAB 2500 PSI <br />CONC-:6 x 6 -10 x 10 W.W.M. <br />OR FIBER MESH <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <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 />CONCRETE ANCHOR <br />(PER TABLE) <br />1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE POST TO BASE CONNECTION DETAIL 2 <br /> <br />. <br />. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />P.O, BOX 4368, SOUTH DAYTONA, FL32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E, <br /> <br />PAGE <br /> <br />3-9 <br />