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B <br /> RECESSED LIGHT <br /> \ _ (TYP) A3.2 PROVIDE FOR EXPANSION <br /> CTR AND ENDS OF FASCIA, <br /> DOWNSPOUT AND BRACKETS SUPPORT ARM ______ i TYP FRONT & REAR <br /> SEE CIVIL FOR ALTERNATE SEATING WALL, (TYP.)_ -12- i <br /> / LOCATIONS 36' SEE CIVIL DOWNSPOUT ,1. ,I <br /> in jr6"x6" HSS COLUMNS <br /> 2' 8' 8' 8' 8' 2' k IIIIMISDATA J-BOXES AND <br /> WIND SCREEN WITH ELEC ACCESS IN 2 END <br /> f <br /> 9 SEATING AND -� r BAYS ONLY (TYP.) <br /> -\—-\- �p - LEANING RAIL `� N <br /> 2 2 MIME Mill I b Irt -la 4 <br /> v `Or-- - POST HYDRANT AND HSS COLUMN (TYP.) I --7 111111111111•11 Ell _ A3.3 <br /> \ rL� I <br /> \ _ I— ❑ - 0 - BRACKET -. ;1�.,' = I <br /> 1 ❑ 0 I I WIND SCREEN AND � ( - 1 <br /> L 1� LEANING RAIL <br /> N \ <br /> - I'uII L -- _J u POST HYDRANT <br /> "� EDGE OF 1 r 1 AND BRACKET <br /> (3) INSERTION POINTS1 6" �_CANOPY ABOVE LI- J <br /> SEE CIVIL FOR // SHOWN DASHED FRONT ELEVATION B <br /> LOCATIONS SCALE: 1/4" = 1,-0„ A3.2 <br /> TACTILE WARNING <br /> \ \ \ � RECESSED LIGHT <br /> `D TWO END BAYS <br /> SUPPORT ARM <br /> CURB „�� ------ 11- SHOWN DASHED <br /> N (TY\ l� P.) =n n - A A __-.. ri �- .. <br /> HSS COLUMN <br /> a FULL SHELTER & WIND SCREEN PLATFORM PLAN II I <br /> ®II <br /> SCALE: 1/4" = 1'-0" POST HYDRANT ICIiii a <br /> AND BRACKET ICI (( <br /> MAN ' <br /> Il ari <br /> _ <br /> iiii M= \ H ' >v <br /> LIGHTS IN END BAYS ONLY (TYP.) - II, - , \ <br /> DOWNSPOUT ____. f E m1�J1 � �-1 1.. <br /> (ALTERNATE r-"--'�1 J- r--}— <br /> LOCATIONS m `� l DATA J-BOXES AND r,.....---�-...-, L-._._.___I ---._- -----......I t_--.----= <br /> SEE DR1&2) / BAYS ONLYELEC S(TMP)END <br /> (// <br /> ® REAR ELEVATION <br /> n; 4 "`" n 1 I - ❑ _ in SCALE: 1/4" = 1'-0" <br /> LIGHT FIXTURE <br /> w I RECESSED IN SUPPORT <br /> ❑ L - ARM (TYP.) q HSS COLUMNS, <br /> m .' SEE ELECT DWGS GUTTER - TYP <br /> 12 12 <br /> LL �u 2 ��— SLOPE TO DRAIN WINDSCREEN III <br /> 16 GA X 3" STEEL <br /> SUPPORT ARM BRACKET ASSEMBLY <br /> E (TYP. OF 5) SUPPORT ARM RECESSED LIGHT (TYP.) ATTACHED TO HSS <br /> COVER (TYPO I,II� —:■ COLUMNS <br /> PANELS 1 I 1 I. sLs... <br /> , HSS COLUMNS I u <br /> POST HYDRANT <br /> T (TYP, III <br /> LL DOWNSPOUT - <br /> s ,� 16 GA X 2" <br /> •oor <br /> DUT BRACKET- `"" <br /> CEILING PLAN <br /> iii <br /> A 6 SIDE ELEVATION (WIND SCREEN NOT SHOWN) HYDRANT BRACKET DETAIL <br /> c 4ill A3.2 - SCALE: 1/4" = 1'-0" SCALE: 1-1/2" = 1'_0�. <br /> h DOWNSPOUT <br /> (ALTERNATE <br /> in LOCATIONS <br /> 2 SEE <br /> N DR1&2) HSS COLUMN <br /> GUTTER - (TYP.) WINDSCREEN <br /> SLOPE TO DRAIN <br /> . = ____ 3" SS ` <br /> s I - I / DOWNSPOUT F.....vMETAL ROOFY _= ' <br /> 16 GA X 3" STEEL <br /> 3 c BRACKET ASSEMBLY <br /> c o WITH TAMPER-PROOF <br /> m ®� 22,- o�� FASTENERDOWNSPOUPER <br /> 1 Ill <br /> 3 � _ GOi <br /> _ _ ' ^) <br /> ® ROOF PLAN 0 PERSPECTIVE VIEW 9 DOWNSPOUT BRACKET DETAIL <br /> v SCALE: N.T.S. SCALE: 1-1/2" = 1'-0" <br /> E. NOTE: PERSPECTIVE VIEW IS FOR REFERENCE ONLY AND <br /> MAY NOT REPRESENT THE FINAL DETAILS EXACTLY <br /> E Drawing No. <br /> Drawn By Dote SCALE COMMUNITY TRANSIT <br /> S - --- 1 .1 IBI GROUP ` REGISTER KC 9/30/19 A3.0 <br /> 801 Second Avenue-Suite 1000 0'"'�/y o y o ARC 1 PERMIT Designed By Hariz SEAWAY TRANSIT CENTER — SHELTER ADDITIONS <br /> B I Seattle WA 98104 USA COMMUn'tyt Cd n s 1 t ec 9/30/19 AS SHOWN Sheet No. <br /> a SET Checked By Vert <br /> o tel 206 521 9091 fax 2065219096 Smile.is 11�i, sTA R WASHN TON GH 9/30/19 N/A <br /> c 1 1 ibigroup.comF � <br /> .6 No. Date Revision By Appr. Approved By P20110155.016 r FULL SHELTER a j/ 3 s <br /> O <br /> of Total <br /> \L/ <br />