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<br />SECTION 3 <br /> <br />ALTERNATE CONNECTION <br />DETAIL 1" x 2" WITH <br />(3) #10 x 1-1/2" S.M.S. INTO <br />SCREW BOSS <br /> <br />(2) #10 x 1 1/2" S. M. S. INTO <br />SCREW BOSS <br /> <br />ANCHOR 1" x 2" PLATE TO <br />CONCRETE WI 1/4" x 2-1/2" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AND 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 />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />\ <br /> <br /> <br />.. <br /> <br /> <br />BEAM I HEADER <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />MIN. (3) #10 x 1 1/2" S.M.S. <br />INTO SCREW BOSS <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE HOLLOW UPRIGHT TO BASE AND <br />HOLLOW UPRIGHT TO BEAM DETAIL <br /> <br />2" x 2" OR 2" x 3" OR 2" 5MB <br />POST <br /> <br />ANCHOR 1"x2" CHANNEL TO <br />CONCRETE WITH 1/4" x <br />2-1/4"CONCRETE ANCHORS <br />WITHIN 6" OF EACH SIDE OF <br />EACH POST AT 24" O.C. MAX. <br />ORTHROUGH ANGLE AT 24" <br />O.C. MAX. <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC. 6x6-10x10 W.W.M. OR <br />FIBER MESH <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br />(4) #10 x 1/2" S.M.S. EACH SIDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />H-BAR OR GUSSET PLATE <br /> <br />MIN. (4) #10 x 1/2" S.M.S. @ <br />EACH POST <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE PATIO SECTION TO UPRIGHT AND <br />PATIO SECTION TO BEAM DETAIL <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) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. <br />