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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />SECTION 3 <br /> <br />"'-, <br /> <br />ANCHOR 1" x 2" xO,Q44" PLATE <br />TO CONCRETE WITH V4" x 2-V2' <br />CONCRETE ANCHORS WITHN 6' OF <br />EACH SDE OF EACH POST AN> 24" <br />O.C. MAX. <br /> <br /> <br />!-EADER BEAM <br /> <br />Wt 3- V2" SLAB 2500 PSI CONC. <br />6x6-1Ox1O W.WM OR FIJER MESH <br /> <br />~ <br />~_H_rJL~ <br />'tlt~:_=y <br /> <br />(2) #10 x 1" SH:ET METAL SCREW <br />NTO SCREW SlOTS <br /> <br />1" x 2' EXTRUSION <br /> <br />1- VS' Wt ..... CONCRETE <br /> <br />VAPOR BARRER lH)ER CONCRETE <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DET AL <br /> <br />2" x 2" OR 2" x 3' OR 2' 8MB POST (4) #10 x V2' SMS. EACH SllE <br /> e-\- ~ OF POST <br /> .-EADER BEAM <br /> 0 0 <br /> 0 0 ------------- H-BAR OR GUSSET PLATE <br />ANCHOR 1" x 2' x 0.044" PLATE <br />TO CONCRETE WITH V4' x 2-V2' 2' x 2" x 1/S" ANGLE EACH SI)E <br />CONCRETE ANCHORS W1T~ 6' OF / ATTACH TO POST AND CONCRETE <br />EACH SDE OF EACH POST AT 24" ~ AT LOAD BEARt.IG WAll WITH <br />O.C. MAX. OR Tl-ROUGH ANGLE AT (2) #10 x 1/2' SMS. EACH SDE <br />24" O.C. MAX. <br /> 1" x 2' EXTRUSION <br /> ==. <br /> 1-1/S' Wt ..... CONCRETE <br /> -r-- <br />Wt 3- V2" SLAB 2500 PSI CONe. d, <br /> .. <br />6x6-1Ox10 W.WM OR FIJER MESH $- /----. ------__ c / <br /> - VAPOR BARRER <br /> ------_/ <br /> <br /> <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL <br /> <br />Lawrence E, Bennett, P,E. <br />avL ENGH:ER - DEVELOPMENT COHSU. TANT <br />P.O, BOX 4388, SOlrrH DAYTONA, FL 32121 <br />TEl..B'HOfE (804) 767-4TT4 <br />FAX (804) 787-85&6 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODucEo N WHOlE OR N PART WITHOUT TIE WRfTTEN PERMISSION OF LAWRENCE E, BENElT, P.E. <br /> <br />PAGE <br /> <br />65 <br />