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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />(2) #10 x 1" srEET ~T AL SCREW <br />NTO SCREW SLOTS <br /> <br />ANCHOR i x 2" PLATE TO CONCRETE <br />Wffii V4. x 2-V2. CONCRETE <br />ANCHORS WITHIN 6. OF EACH SDE <br />OF EACH POST AND 24. O.C. MAX. <br /> <br /> <br />MN. 3- V2. SLAB 2500 PSI CONC. <br />6x6-lOx10 W.wM OR FBER MESH <br /> <br /> <br /> <br /> <br />/ <br /> <br /> <br />.~ <br /> <br />4 <br /> <br />SECTION 3 <br /> <br />BEAMII-EADER <br />AL TERNA TE CC>NI'ECTION DET AL <br />2" x 2" x 0.063. ANGLE COt>H:CT <br />lPRIGHT @ BEAMIt-EADER AN:) <br />CHAR RAL <br /> <br />1" x 2. EXTRUSION <br /> <br />1-1/8. MIN. N CONCRETE <br /> <br />VAPOR BARRER U\OER CONCRETE <br /> <br /> <br /> <br />2" x 2' OR 2" x 3. OR 2" 5MB POST <br /> <br /> <br />ANCHOR 1. x 2' PLATE TO CONCRETE <br />Wffii V4' x 2-1/2. CONCRETE <br />ANCHORS WITHIN 6' OF EACH SDE <br />OF EACH POST AT 24' O.C. MAX. <br />OR THROUGH ANGLE AT 24. O.C. MAX. <br /> <br />MN. 3- V2' SLAB 2500 PSI CONC. <br />6x6-10x10 W.wM OR FIBER MESH <br /> <br /> <br />'" <br /> <br />o 0 <br /> <br />----- <br /> <br />(4) #10 x V2" SMS. EACH SDE <br />OF POST <br /> <br />!-EADER BEAM <br /> <br />H- BAR OR GUSSET PLATE <br /> <br />2" x 2" x V16. ANGLE EACH SDE <br />ATTACH TO POST AND CONCRETE <br />AT LOAD BEARIIIG WAll WITH <br />(2) #10 x V2" SMS. EACH SDE <br /> <br />i x 2" EXTRUSION <br /> <br />1-1/8. MIN. IN CONCRETE <br /> <br />VAPOR BARRER <br /> <br /> <br /> <br />r: <br /> <br />"I <br /> <br />Lawrence E. Bennett, P.E. <br />avI. ENG#EER - DfNEl..OPAENT CONSU. T ANT <br />P.O. BOX 4388, SOUTH DAYTONA, A. 32121 <br />TB...EPI-ION: (9Q.4) 767.4 n 4 <br />FAX (9Q.4) 767-ll55e <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1996 <br />NOT TO BE REPROOUCED N WHOlE OR N PART W1THOUT TIE WRITTEN PERtdSSION OF LAWRENa: E BEHErT, P.E <br /> <br /> <br />';, <br />BEAM DETAIL <br /> <br />PAGE <br /> <br />71 <br />