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<br />SEctiON 1 <br /> <br />2" x 4" OR 2" x 6" <br />SELF MATING BEAM <br /> <br />1" x 2" SNAP SECTIONS <br />ATTACHED TO 2" x 2" WI <br />#10 x 1-1/2" S.M.S. @24" O.C. <br />OR CONTINUOUS SNAP <br />SECTIONS OR 2" x 3" (4) <br />SPLINE GROOVE SECTION <br /> <br />1" x 2" OPEN BACK FASTENED <br />TO POST WI (2) #10 x 1-1/2" <br />S.M.S. <br /> <br />ATTACH 2" x 2" PURLlNS TO <br />SELF MATING BEAMS WI (2) <br />#10 x 1-1/2" S.M.S. INTO <br />SCREW BOSSES <br /> <br />SCREENED ENCLOSURES <br /> <br />MINIMUM POST SIZES <br />REQUIRED FOR EACH BEAM <br />SIZE (SEE TABLE 1.6) <br /> <br /> <br />'" <br /> <br />SELECT FASTENER SIZE, <br />NUMBER AND PATTERN <br />(SEE TABLE 1.6 & 9.5A OR 9.5B) <br /> <br />2" x 3" HOLLOW OR SNAP <br />SECTION <br /> <br />SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) <br />SCALE: 3" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. FL # 16644 <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O. BOX 214368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE: (386) 767-4774 <br />FAX: (386) 767-6556 <br /> <br />PAGE <br /> <br />1-8 <br /> <br />@ COPYRIGHT 2004 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />