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<br />SECTION 3 <br /> <br />ANCHOR 18x28 CHANNEL TO <br />CONCRETE WITH <br />1/48 X 2-1/4-CONCRETE <br />ANCHORS WITHIN 68 OF EACH <br />SIDE OF EACH POST AT 24- <br />O.C. MAX. OR THROUGH <br />ANGLE AT 248 O.C. MAX. <br /> <br />MIN. 3-1128 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 />. <br /> <br />BEAM 1 HEADER <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />MIN. (3) #10 x 1 1128 S.M.S. <br />INTO SCREW BOSS <br /> <br />1- X 28 EXTRUSION <br /> <br />1-118- MIN. IN CONCRETE <br /> <br />HEADER BEAM <br /> <br />..~ <br /> <br />ALTERNATE CONNECTION <br />DETAIL 18 X 28 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 18 X 28 PLATE TO <br />CONCRETE WI 1/4- X 2-112- <br />CONCRETE ANCHORS WITHIN <br />68 OF EACH SIDE OF EACH <br />POST AND 248 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'-08 <br /> <br />(4) #10 X 112- S.M.S. EACH SIDE <br />OF POST <br /> <br />H-BAR OR GUSSET PLATE <br /> <br />28 X 2- OR 28 X 38 OR 28 S.M.B. <br />POST <br /> <br />MIN. (4) #10 X 1128 S.M.S. @ <br />EACH POST <br /> <br />18 X 28 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 />CMl ENGINEER. DEVELOPMENT CONSUL rANT <br />P.O. BOX 4368, SOIJT1i DAYTONA, Fl32121 <br />TELEPHONE (386) 767~n. <br />FAX (386) 767 ~56 <br /> <br />SEAl. <br /> <br />PAGE <br /> <br />,~ <br /> <br />C COPYRIGHT 2002 <br />3-12 NOT TO BE REPROOUCED IN WHOLE OR IN PART WlTHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />