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..L.. HAWAII HAW. BR-019-2(077) 2024 60 <br /> r ..A.. Lacing Bars ..A.. I <br /> (See Scheduler lSee Scheduler <br /> 2 1/2"x 1/2" <br /> Lacing Bars, Top, Q <br /> 1/4 V T31 <br /> yp. <br /> A <br /> C Brace <br /> ��_ � <br /> v <br /> 3 Sides> 1/4 N 1 1/4"Radius at Batten Plate 1/2" <br /> ToTYp• <br /> Ends of Bar, Typ. L6x4x1/2 <br /> PLAN A <br /> Scale: 1 1/2"=l'-0" 4.//ISA5.1 <br /> 0 0 <br /> A5J/S•.1 ANUS . <br /> Lacing Bars +(See <br /> "(See Schedule ( Scheduler <br /> 21/2"x1/2" I'-1"x9"x1/2" <br /> Lacing Bars, LL 6 x 4 x 1/2 Batten Plate, Top, <br /> m— Top, Typ. Typ. <br /> Nl 1 — –a-r — — –�r —C Brace <br /> ��v WH-- - -+- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - o o-o -�-- <br /> o 0 0 <br /> N. L <br /> N _ 1, 1) 1, (6)- 7/8"Dia.Bolts L <br /> ri <br /> ri <br /> ELEVATION r e <br /> Scale: 1 1/2"=1'-0" A5.1/ISA5.1 <br /> NOTE: <br /> 6 Brace I6 Brace <br /> Lacing Bar +Detail 1 shows alternative lacing <br /> L 6 x 4 x 1/2 bar fabrication and attachment <br /> detail. Detail may be used in lieu of <br /> l'-l"x 9"x 1/2" 2 1/2"x 1/2" stacked lacing bars. Details will be <br /> 3 Sides 1/4 r Batten Plate, Top, Lacing Bars finalized at the time of 905 design. <br /> TYp• r.."►� <br /> 6 Brace 6 Brace <br /> _ 1_ _ • _ Top and Two 0/81 ` All Edges <br /> F I 1 F I Vertical Faces <br /> ENTOFTW <br /> , 1/4 \ L 6 x 4 x 1/2 L 6 x 4 x 1/2 oEPAA HOHAaHaDMSON AT ON <br /> s W e 0 a HORIZONTAL BRACE PLAN, <br /> moi <br /> SECTION r c SECTION o DETAIL r , ELEVATION AND SECTION <br /> e` a scale, 1 1/2"=l'-0" A5.11ISA5.1 Scale: 1 1/2"=1'-0" A5.11ISA5.1 Scale: 1 1/2"_l'-0" A5.//ISA5.1 HAWAII BELT ROAD <br /> _ Nanue Stream Bridge Rehabilitation <br /> Federal Aid Project No.BR-019-2(0771 <br /> BENT UPPER HORIZONTAL BRACING Scale:As Noted Date:Mar.2024 <br /> SHEET NO.SASJ/OF 22 SHEETS <br /> 60 <br />