Laserfiche WebLink
<br />SCREENED ENCLOSURES <br /> <br />SECTION 1 <br /> <br />2" x 2" PURLlNS ATTACHED <br />TO BEAM WI MIN. <br />(3) #10 x 1-112" S.M.S. <br /> <br />\ <br /> <br />CUT 2" x 4", 2" x 5", OR 2" x 6" <br />BEAMS TO SLIDE OVER EACH <br />OTHER 2" x 7" & LARGER <br />PROVIDE GUSSET PLATE <br />(INSIDE OR OUTSIDE BEAM) <br />SAME WALL THICKNESS AS <br />BEAM WALLS OR LARGER <br />(SEE TABLE 1.6) <br /> <br /> <br />FASTENER SIZE, NUMBER AND <br />SPACING PER PAGE 1-19 <br />(SEE TABLE 1.6) <br /> <br />TYPICAL SIDE PLATE CONNECTION DETAIL <br /> <br />MINIMUM SPACING <br />(PER TABLE 1.6) <br />(SEE SPLICING DETAIL PAGE 1-17) <br /> <br />SCALE: 3" = 1'-0" <br /> <br />CUT 2" x 4",2" x 5", OR 2" x 6" <br />BEAMS TO SLIDE OVER EACH <br />OTHER 2" x 7" & LARGER <br />PROVIDE GUSSET PLATE <br />(INSIDE OR OUTSIDE BEAM) <br />SAME WALL THICKNESS AS <br />BEAM WALLS OR LARGER <br />(SEE TABLE 1.6) <br /> <br /> <br />000J1f <br />o d' 0 <br />0? 0 <br />jii'000 <br /> <br />FASTENER SIZE, NUMBER AND <br />SPACING PER PAGE 1-19 <br />(SEE TABLE 1.6) <br /> <br />ALL GUSSET PLATES SHALL <br />BE A MINIMUM OF 5052 H-32 <br />ALLOY OR HAVE A MINIMUM <br />YIELD STRENGTH OF 23 ksi <br /> <br />TYPICAL SIDE PLATE CONNECTION DETAIL - MANSARD ROOF <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) 767-4n4 <br />FAX: (386) 767-<;556 <br /> <br />@ COPYRIGHT 2004 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, PE. <br /> <br />PAGE <br /> <br />1-17 <br />