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IF IN DOUBT ASK l 3,U10 <br /> so nAl dme s in inches <br /> Plan View <br /> Do not manually alter CAD d mgs <br /> 40'-11 " Roof <br /> Column Base plate o A <br /> 1 '-6" x 18" x 3/4" thick communitytr nsit/ <br /> 4— G 11.08.16 Corrected spelling of shim <br /> O <br /> Slope was '0.25% — 0.5096' <br /> O <br /> 0 F 01.07.16 Note and RTPI sign amended <br /> ---� E 03.01.10 Record Drawing Revision by Otak <br /> FIQ 1 D 02.10.09 Column Overall was 10' 1/2" <br /> I LJ • L---J +r11'.l Nom foundation depth was 1' 11" <br /> ' I�1 C 28.07.08 Added Structural Eng's comments <br /> O B 21.06.08 Added Beam do column drawing #'s <br /> A 27.05.08 First Issue <br /> Date Revision <br /> _ .... _ \ _ _ <br /> \_ <br /> '_\\ <br /> 23+1 x Arms - See This Arm to support 22x panels of 1/2" <br /> sheet 3 for details RTPI sign approx laminated glass <br /> weight 661b [118lb weight each] <br /> 41'-1" Beam <br /> See sheet 2 for details 40'-0" ctrs /� <br /> Beam forms Central gutter _ 9 -0 ctrs* 0 -9 _ Shelter installed with <br /> 3'-75/8" Ctrs / 1staHertoshouth: :rarms <br /> RTPIsn run for the glass to align. <br /> -�,� ","... �; -�--- -I--� t---- .t ---- --_--_�+ -- --- , ;--------- t- --- t- -----_ <br /> 3'-5" RTPI Sign _= ----�-- —�- [1] Beam WT 12x87 rotated to H orientation E <br /> \ / See Drawing TEL A264 00 513 zo o D <br /> o <br /> Rain water outlet \ / 2 areas to be infilled refer to information Panel area details o <br /> to sub-surface drain - <br /> / [3] Columns HSS 12 x 12 x 1/4" Finish Floor Level N N Qty. <br /> / \ See drawings TEL A264 00 510 to 512 5% grade [max expected] IN \ X <br /> �/4'-7" i i _ '—' Material <br /> n Finish Floor Level X <br /> Pr _ +-E--------m m o, Finish <br /> 1'-10" Nom------- W W X <br /> ., ' - ; .;,' Each post to have a rebated hand 1/2" Grout Works Order No. <br /> &.,.:is-. .,:,: ;•,:i.i _.'z' hole cutout 6 x 8" high - Hole to !%':,,'... .r:i s ? X <br /> I I co have a flush fitting cover plate <br /> C_- _ - I Project <br /> See drawing =__='/ b Swift BRT Shelter <br /> TEL A264 00 101 sht 4 Client <br /> Foundation 'B' detail Electrical and Communication Conduits Community Transit <br /> Holding down bolts <br /> [4] 3/4" DIA headed studs 8" embedment Title <br /> or Shelter Structural <br /> [4] 3/4" DIA W/ HIT HY150 injection anchor Outline GA <br /> embedment 6" min Note: <br /> End Elevation Shelter as per Community Transit scale Date <br /> Front Elevation recommendation is to be installed See note 27.05.08 <br /> Structure Only at approx 0.25% slope to promote Drawn Checked <br /> Y roof rainage KNB JM <br /> Drawing no. Rev <br /> ` *COLUMN SEPARATION CRITICAL TO STATION IDENTIFIER BOX PANEL INSTALLATION [cladding not shown] TEL A264 00 500 G <br /> Sheet 1 of 4 <br />