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<br />~RETE pET AILS I <br /> <br />@ <br /> <br />I CHAIR RAIL CONNECTIONS I <br /> <br />- 2'x4' SB, 2'x4' 5MB DR 2'xS' 5MB COLUMN <br /> <br />-- SCREEN <br /> <br />r-- 2'x2'x,12S' ANGLE EACH SIDE <br /> <br />(2)-#12x3/4' SMS EACH SIDE <br />~(M[N, I' O,C, SPACING) <br /> <br />~3/B' PO"'ERS "'EDGE BOLT CONC, ANCHOR <br />THRU ANGLE ~ l'x2' DB INTO CONCRETE EACH SIDE <br />(MIN, 3,5' EMBEDMENT> <br /> <br />'-I'x2' DB BASE PLATE CTYP.) <br /> <br /> <br />DR <br /> <br /> <br />SMS <br /> <br />EXTERIOR <br />CHAIR RAIL <br />CONNECTION <br /> <br />INTERIOR <br />CHAIR RAIL <br />CONNECTION <br /> <br />HIDDEN <br />CHAIR RAIL <br />CONNECTION <br /> <br />'x4' SB, 2'x4' 5MB DR 2'xS' 5MB COLUMN <br />/;; (2)-#12x3/4' SMS EACH SIDE <br />(MIN, I' 0 C, SPACING) <br />//- 2'x2'x,12S' ANGLE <br />V3/B' PO"'ERS "'EDGE BOLT CONC, ANCHOR <br />THRU ANGLE ~ !'x2' DB INTO CONCRETE <br />EACH SIDE CMIN, 305' EMBEDMENT) <br /> <br /> <br />~~Lf':r--~rrn~' <br /> <br />--'j 1 114' MIN. CONCRETE <br />q----1 ANCHOR EMBE:DMENT <br />d <br />--..!A~, "1 MAX SPACING <br />6 =----l- 24' O/C - <br /> <br />DET AIL ce) <br /> <br />DET AIL @ <br /> <br />DETAIL@ <br /> <br /> <br />PURLIN TO COLUMN CONNECTION <br />SCREEN WALL/SCREEN ROOF <br /> <br />PURLIN TO COLUMN CONNECTION <br />SCREEN WALL/SCREEN ROOF <br /> <br />t0l ~,. <br />V ..""...... SIDE~&l.?URU SCREENl"" <br /> <br />BEAM CAP 'W/ IUD SHS i 2... a.c <br /> <br /> <br />2.>c2.~.(j..4. (IlGC MEMBER <br />(2) 'tD~' SMS UHO <br />SCRE\JIJDSSES IF PURlIN <br />1"x2"..Il-4'" 01 'W/ <br />(2) 110,,3/'" SHS <br />[HTO CIJ...l./fIlN <br /> <br /> <br />SEE: FASTENER SCHEDULE: <br /> <br />NECTIONS <br /> <br />110xl Va" SHS Ii! 2.." a.c MID <br />....ITHIN 6" EA. SUit [F COLUMN <br /> <br />I" FLAT STRAP <br />fllINIJ<<.J"'~D) <br /> <br />Z"x SM. Cll...ut4N PER <br />SID('JN.L COLl.IMN CHART <br /> <br />,?..xZ.lIl.0<4.... PI <br /> <br />- (2) #10 x I" SHS INTO SCREW BaSSES <br />OF EDGE MEMBER <br />- 2xC! PB <br /> <br />- be2 DB <br /> <br />1..2....(144. 01 <br /> <br />DEToIlI1..0 <br /> <br />"- NOTCH POST <br />FOR b:2 DB <br /> <br />\-. #10 x 1 1/2" SHS @ 6" o.C. EITHER <br />SIDE OF BEAM AND @ 24' O,C, <br /> <br />IUD 1-1/2" SillS AT <br />2... a.c. oftND 'o/ITHlN <br />r,' EACH SIDE [F <br />ca.u"" <br /> <br />FASTENERS SCl-EDULE <br />CCl..UMN USED FI\STENERS ~QU1RED <br /> <br />@ <br /> <br />2 x .. PI <br /> <br />.. liD $MS EACH SIOC <br />3 112 SMS EAOi SIDe: <br />'" .10 SHS EACH SIDE <br />3 .12 $MS EACH StIlE <br />:i lID SMS EACH SIDE <br />.. ~n2 SlotS EACH SID( <br /> <br />DETAIL eEl <br /> <br />2", .. 5MB <br /> <br />2 . :5 5MB <br /> <br />6 110 SIolS EACH SIDE <br />i! ,. 6 SHB .. 112 SIolS EAO-! SIDE <br /> <br />INTERNAL SCRE'JED <br />'WI (2)#10 1-1/2" SMS <br />6' EITHER SIDE OF <br />ID 24. D.C. <br /> <br />2><2 SCRE'JED <br />INTO COLUMN <br />'WI ."10 )C 3. SMS <br /> <br />NIllES. m ILLUST1li",r(D AS i!~x&' SM. CCLUJolN <br />(21 JofINIMUM o.c. SPACIN:; IT CD....UHN TO PllRLJ~ F.r.STENERS TO BE NO LESS THAN .57- FllR 1110 SMS <br />AND .75' USIHG '12 SI1S. /l41N[MUH E"Dc.E DISTANCE TO BE NO LESS THfIlN .s' USING EITHER SCRE'J <br /> <br /> <br />I PURLIN/BEAM TO BEAM CONN. <br /> <br />DETAILS I <br /> <br />STENER <br />_E BELO'" <br /> <br />P BE~ <br /> <br />2x3 PD. 3x2 PB <br />&, 2)(-4 PH ONLY <br /> <br /> <br />TYP. 5MB OR SNAP BEAM <br /> <br />lEA DISTANCE <br />(TAL FRO... <br />lKO EDGE <br /> <br />0.5. <br />OS <br />OS <br />a,s' <br />a,s' <br />os <br />os <br />os <br />0,5' <br />MS FOR A 2X4 PIt.sa. <br /> <br />DETAIL 0 <br /> <br />DETAIL @ <br /> <br />MINIMUM l' CENTER- TO-CENTER SCREW SPAClNG <br />MINIMUM 1/2" EDGE OIST ANCE <br />---~.- <br /> <br />~PRIGHT AS SHO'JN IN DETAIL @[S <br /> <br />, AND FASTENERS SHALL NOT BE <br />(EVED, THEN GUSSET PLATES SHALL <br />APPROVAL <br /> <br />A.L ~G- <br /> <br />ZOOL <br /> <br />N~v (,oDt:: <br />