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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 WI 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. SxS-10x10 WW.M. OR <br />FIBER MESH <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br /> <br />~ <br /> <br />BE .1 / \DEl <br /> <br />AL TERNA TE CO ~CTI( <br />DETAIL 2" x 2" v 0063" N <br />CONNECT UF " - @ B~nlv1/ <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 CE <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 /> <br />o 0 <br /> <br />o 0 <br /> <br /> <br />----- <br /> <br />ANCHOR 1" x 2" PLATE TO CONCRETE <br />WITH 1/4" x 2-1/2" CONCRETE <br />ANCHORS WITHIN S" OF EACH SIDE <br />OF EACH POST AT 24" O.C" MAX. <br />OR THROUGH ANGLE AT 24" O.C MAX. <br /> <br />MIN. 3-1/2" SLAB 2500 PSI CONC. <br />SxS-10x10 WWM. OR FIBER MESH <br />VAPOR BARRIER UNDER CONCRETE <br /> <br />(4) #10 x 1/2" SM.S" EACH SIDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />H-BAR OR GUSSET PLATE <br />2" x 2" x 1I1S" ANGLE EACH SIDE <br />ATTACH TO POST AND CONCRETE <br />AT LOAD BEARING W LL WITH <br />(2) #10 x 1/2" SMS EACH SIDE <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 />P.O" 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 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E <br /> <br />PAGE <br /> <br />81 <br />