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<br />SECTION 3 <br /> <br />ANCHOR 1"x2" CHANNEL TO <br />CONCRETE WITH <br />1/4" x 2-1/4"CONCRETE <br />ANCHORS WITHIN 6" OF EACH <br />SIDE OF EACH POST AT 24" <br />O.C. MAX. OR THROUGH <br />ANGLE AT 24" O.C. MAX. <br /> <br />MIN. 3-112" SlAB 2500 PSI <br />CONC. 6x6-10x10 W.W.M. OR <br />FIBER MESH <br /> <br />,VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br /> <br />\ <br /> <br /> <br />BEAM 1 HEADER <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />MIN. (3) #10 xi 112" S.M.S. <br />INTO SCREW BOSS <br /> <br /> <br /> <br /> <br />.. <br /> <br />, ,.,. ': <br /> <br />. <br /> <br />1" xX' EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />HEADER BEAM <br /> <br />,..) <br /> <br />ALTERNATE CONNECTION <br />DETAil 1" x 2" WITH <br />(3) #10 x 1-112" S.M.S. INTO <br />SCREW BOSS <br /> <br />(2) #10 x 1112" S. M. S. INTO <br />SCREW BOSS <br />ANCHOR 1" x 2" PLATE TO <br />CONCRETE WI 1/4" x 2-112" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AND 24" O.C. MAX. <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 />ALTERNATE HOllOW UPRIGHT TO BASE AND <br />HOllOW UPRIGHT TO BEAM DETAil <br />SCALE: 3" = 1'-0" <br /> <br />(4) #10 x 112" S.M.S. EACH SIDE <br />OF POST <br /> <br />H-BAR OR GUSSET PLATE <br /> <br />2" x 2" OR 2" x 3" OR 2" S.M.B. <br />POST <br /> <br />MIN. (4) #10 x 112" S.M.S. @ <br />EACH POST <br /> <br />1" x 2" EXTRUSION <br />1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE PATIO SECTION TO UPRIGHT AND <br />PATIO SECTION TO BEAM DETAIL <br />SCALE: 3" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL rANT <br />P.O. BOX 4368. SOIJTli DAYTONA. Fl32121 <br />TElEPHONE (386) 767-4n" <br />f/lJ< (386) 767~56 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />.J <br /> <br />e COPYRIGHT 2002 <br />3.12 NOT TO BE REPRODUCED IN WHOlE OR IN PART WlTHO\JT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P.E. <br />