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<br />SECTION 3 <br /> <br />ALTERNATE CONNECTION <br />DETAIL 1w x 2W WITH <br />(3) #10 x 1-112w S.M.S. INTO <br />SCREW BOSS <br /> <br />(2) #10 x 1 112w S. M, S. INTO <br />SCREW BOSS <br />ANCHOR 1wx2w PLATE TO <br />CONCRETE W/1/4. x 2-112. <br />CONCRETE ANCHORS WITHIN <br />6w OF EACH SIDE OF EACH <br />POST AND 24w 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 />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />\ <br /> <br /> <br /> <br /> <br />BEAM/HEADER <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />MIN. (3) #10 x 1 112. S.M.S. <br />INTO SCREW BOSS <br /> <br />1. x 2W EXTRUSION <br /> <br />1-1/8. MIN. IN CONCRETE <br /> <br />ALTERNATE HOllOW UPRIGHT TO BASE AND <br />HOllOW UPRIGHT TO BEAM DETAil <br />SCALE: 3. = 1 '-Ow <br /> <br />ANCHOR1wx2wCHANNELTO <br />CONCRETE WITH <br />1/4w x 2-1/4.CONCRETE <br />ANCHORS WITHIN 6w 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 /> <br /> <br />. .,. ': <br /> <br />.41 <br />. . <br /> <br />HEADER BEAM <br /> <br />,~ <br /> <br />. <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 2W OR 2- x 3W OR 2- S.M.B. <br />POST <br /> <br />MIN. (4) #10 x 112w S.M.S. @ <br />EACH POST <br /> <br />1. x 2w EXTRUSION <br />1-1/8. MIN. IN CONCRETE <br /> <br />ALTERNATE PATIO SECTION TO UPRIGHT AND <br />PATIO SECTION TO BEAM DETAil <br />SCALE: 3W = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL rANT <br />P.O. BOX 04368. sovrn DAYTONA, FL 32121 <br />TElEPHONE (386) 767.J.T74 <br />FAX (386) 767.e556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />J <br /> <br />C COPYRIGHT 2002 <br />3.12 NOT TO BE REPRODUCED IN WHOLE OR IN PART wn HOlTT THE WRI1TEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />