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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 /> <br />BElli \DH <br /> <br />AL TERNA TE CO ~CTI<. <br />DETAIL 2" x 2" v 0063" At <br />CONNECT UF , , ~ @ BCnllll1 <br />HEADER AND Chr\ 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 CONCRETE <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 />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" O,C MAX, <br />OR THROUGH ANGLE AT 24" O,C, MAX, <br /> <br />MIN, 3-1/2" SLAB 2500 PSI CONC, <br />6x6-10x10 WWM, OR FIBER MESH <br />VAPOR BARRIER UNDER CONCRETE <br /> <br /> <br /> <br />o 0 <br /> <br />o 0 <br /> <br /> <br />------ <br /> <br />.., 4 <br /> <br />(4) #10 x 1/2" SMS EACH SIDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />H-BAR OR GUSSET PLATE <br />2" x 2" x 1/16" ANGLE EACH SIDE <br />ATTACH TO POST AND CONCRETE <br />AT LOAD BEARING W',LL WITH <br />(2) #10 X 1/2" SM.S 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 T ANT <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 WRITTeN PERMISSION OF LAWRENCE E BENNETT, P E <br /> <br />PAGE <br /> <br />81 <br />