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<br />SCREEN, VINYL & GLASS ROOMS SECTION ~ <br /> <br />(2) #10 x 1" S M. S INTO <br />SCREW SLOTS <br /> <br />ANCHOR 1" x 2" PLATE TO <br />CONCRETE W/ 1/4" x 2-1/2" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AND 24" O.C. MAX. <br /> <br />MIN 3-1/2" SLAB 2500 PSI <br />CONC. 6x6-10x10 WW.M. OR <br />FIBER MESH <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br /> <br />~ <br /> <br />BE "I \DEf <br /> <br />AL TERNA TE CO ;CTlt <br />DETAIL 2" x 7' ~ 0063" At <br />CONNECT UF - @ BE:nlll1 / <br />HEADER AND CHM RAIL <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRE fE <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL <br />SCALE 1/4" = 1" <br /> <br />2" x 2" OR 2" x 3" OR 2" 5MB POST <br /> <br /> <br /> <br />o 0 <br /> <br />(4) #10 x 1/2" SM.S. EACH SIDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />ANCHOR 1" x 2" PLATE TO CONCRETE <br />WITH 1/4" x 2-1/2" CONCRETE <br />ANCHORS WITHIN 6" OF EACH SIDE <br />OF EACH POST AT 24" OC. MAX <br />OR THROUGH ANGLE AT 24" OC. MAX <br /> <br />-------- H-BAR OR GUSSET PLATE <br />2" x 2" x 1/16" ANGLE EACH SIDE <br />^ TT ACH TO POST AND CONCRETE <br />A T LOAD BEARING W' Ll WITH <br />(2) #10 x 1/2" SM.S. EACH SIDE <br /> <br />MIN. 3-1/2" SLAB 2500 PSI CONC. <br />6x6-10x10 WWM. OR FIBER MESH <br />VAPOR BARRIER UNDER CONCRETE <br /> <br />i- ------- <br />/ <br /> <br /> <br />/ <br /> <br /> <br />." " <br /> <br />" <br /> <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN IN CONCRETE <br /> <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />PO BOX 4368. SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1999 <br />NOT TO ElF REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETI. P E <br /> <br />PAGE <br /> <br />81 <br />