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<br />SECTION 3 <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 W/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 />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />\ <br /> <br /> <br />I. <br />...-/ <br /> <br />BEAM/HEADER <br /> <br />ANGLE CLIPS MAYBE <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 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 />SCALE: 3. = 1'-0. <br /> <br />ANCHOR1.x2.CHANNELTO <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 /> <br />ee <br /> <br />. --." ': <br /> <br />. <br /> <br />HEADER BEAM <br /> <br />.--J <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 />CML ENGINEER. DEVELOPMENT CONSUL rANT <br />P.O. BOX~. SOUTH DAYTONA. Fl32121 <br />TElEPHONE (:Ja8) 787-4774 <br />FAX (388) 787-M56 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />,.) <br /> <br />3.12 <br /> <br />e cOPYRIGHT 2002 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRITTCN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />