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<br />SECTION 3 <br /> <br />ANCHOR1wx2wCHANNElTO <br />CONCRETE WITH <br />1/4w x 2-1/4wCONCRETE <br />ANCHORS WITHIN 6w OF EACH <br />SIDE OF EACH POST AT 24W <br />O.C. MAX. OR THROUGH <br />ANGLE AT 24w O.C. MAX. <br /> <br />MIN, 3-1/2w SLAB 2500 PSI <br />CONC. 6x6-10x10 W,W.Mo OR <br />FIBER MESH <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <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 1/2w S,M,S. <br />INTO SCREW BOSS <br /> <br />1 w x 2W EXTRUSION <br /> <br />1-1/8w MIN, IN CONCRETE <br /> <br />HEADER BEAM <br /> <br />J <br /> <br />ALTERNATE CONNECTION <br />DETAil 1w x 2w WITH <br />(3) #10 x 1-1/2w S,M,S, INTO <br />SCREW BOSS <br /> <br />(2) #10 x 1 1/2w S. M, S, INTO <br />SCREW BOSS <br />ANCHOR 1 w x 2W PLATE TO <br />CONCRETE W/1/4w x 2-1/2w <br />CONCRETE ANCHORS WITHIN \ <br />6w OF EACH SIDE OF EACH <br />POST AND 24w O.C, MAX, <br />MIN. 3-1/2w 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: 3W = 1 '-Ow <br /> <br /> <br />(4) #10 x 1/2w S.M,So EACH SIDE <br />OF POST <br /> <br />H-BAR OR GUSSET PLATE <br /> <br />2W x 2W OR 2W x 3w OR 2W SoM.Bo <br />POST <br /> <br />MINo (4) #10 x 1/2w SoM.So @ <br />EACH POST <br /> <br />1 w x 2w EXTRUSION <br />1-1/8w MIN. IN CONCRETE <br /> <br />ALTERNATE PATIO SECTION TO UPRIGHT AND <br />PATIO SECTION TO BEAM DETAIL <br />SCALE: 3w = 1'.Ow <br /> <br />Lawrence E. Bennett, p, E. <br />CML ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O, BOX 4368, sourn DAYTONA, FL 32121 <br />TELEPHONE (388) 787-4n4 <br />FAX (388) 787~558 <br /> <br />SEAL <br />PAGE <br /> <br />-.J <br /> <br />3.12 <br /> <br />@ COPYRIGHT 2001 <br />NOT TO BE REPRODUCED IN WHOI, f OR IN r ' r WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, <br /> <br />'.. <br />