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<br />I I <br /> <br />SCREENED ENCLOSURES <br /> <br />SECTiON <br /> <br />2" x Z PURUNS A TfACHED <br />TO BEAM WI MIN, <br />(3) #1 0 X 1-1/2" S.MS <br /> <br />CUT 2" x 4", 2" x 5'", OR 2" <br />BEAMS TO SUDE OVER c <br />OTHER 2" x 7" & LARGER <br />PROV1DE GUSSET PLA r: <br />(INSIDE OR OUTSIDE 3Ei <br />SAME WALL TH1CKNESS <br />BEAM WALLS OR LARGE~ <br />(SEE TABLE 1.6) <br /> <br /> <br />e e <br /> <br />~ e <br />-ff.J -----9 <br />e $'/1 <br /> <br />MINIMUM SPACING I <br />(PER TABLE ,_6) I <br />(SEE SPLICING DETA,L PAGE 1-17) <br /> <br />F?,STENER SIZE, NUMBE <br />SPACING PER PAGE 1-1~ <br />(SEE TABLE 1.6) <br /> <br />TYPICAL SIDE PLATE CONNECTiON DETAiL <br />SCALE: 3":::; 1 '-0" <br /> <br />CUT 2" x4". 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 OUTS1DE BEAM) <br />SAME WALL THICKNESS AS <br />BEAM WALLS OR LARGER <br />(SEE TABLE 1_6) <br /> <br />-v1\ 1:u{T j <br /> <br />~ -\ ~ J3f ~ T <br />ee e~ \ .fi~0fZJ I_ <br />-9- ~- -e-- \- - : <br />e is <br />a e <br />e <br /> <br /> <br />FASTENER SIZE, Nur.;;2E <br />SPACiNG PER PAGE 1.":: <br /> <br />(SEE TABLE -L6) <br /> <br />ALL GUSSET PLATES S:.--: <br />BE A MIN!MUM OF 5052 " <br />ALLOY OR HAVE A r</dNl:,_ <br />YIELD STRENGTH 0;= 23 <br /> <br />TYPICAL SlOE PLATE CONNECTION DETAIL - MANSARD ROOF <br />SCALE: 3":::; 1'-0" <br /> <br />Lawrence E. Bennett, P.t:. FL.:# 16(3- <br />CIViL ENGiNEER - DEVELOPMENT CONSULTANT <br />P.O. BOX 2H368, SOUT;; CAYTONA. FL 32~2~ <br />TELEPHONE: (386) 767~77~ <br />FAX: (386) 767-6555 <br /> <br />I <br /> <br />, <br />I <br />I @ COPYRIGHT 2004 <br />I NOT TO EO!: RE;:>,,::::':C:iC: '\ NHOLE OR IN ?ART WITHOUT Tn" WR!ITEN PERMISSION OF LAWRENCE: E. SE~~NETT. ?E <br /> <br />, <br />J ?,~~ <br />! -.~~ <br />j <br />! <br /> <br />1- -; <br />