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B <br /> RECESSED LIGHT <br /> (TYP.) A3.2 CTR PROVIDE <br /> AND FOR ENDS OF FASEXPANSICIA, <br /> DOWNSPOUT DOWNSPOUT AND BRACKETS SUPPORT ARM TYP FRONT & REAR <br /> SEE CIVIL FOR ALTERNATE SEATING WALL, MP.) <br /> 2. / LOCATIONS 36' SEE CIVIL DOWNSPOUT Ili ® ® - - 1 'I <br /> r-t1 <br /> in <br /> 1 2' q- 8' 8' 8' 8' Q 2' t 6"x6" HSS COLUMNS --"`— I I I DATA J-BOXES AND <br /> WIND SCREEN WITH n r. ELEC ACCESS IN 2 END <br /> SEATING AND <br /> 9 BAYS ONLY (TYP.) <br /> ��� �� - LEANING RAIL r--. N <br /> L 1 0 4 <br /> "' IN - - POST HYDRANT AND HSS COLUMN (TYP.) I\_ ' - ---7 A3.3 <br /> COA I I —M A ❑ 0 ❑ BRACKET I I 1r 1 <br /> L- ❑ ❑ WIND SCREEN AND = <br /> lit LEANING RAIL �‘IN I ,. <br /> �' J u `- L41"j--r-- 1�1- ,1�L 1 <br /> • i� i----J L -----I L-----' I r�L-._-.I POST HYDRANT <br /> n _ EDGE OF II AND BRACKET <br /> r INSERTION <br /> OR POINTS 7 Jr 1'-6" CANOPY ABOVE FRONT ELEVATION B L___==J <br /> SHOWN DASHED <br /> LOCATIONS SCALE: 1/4" = 1'-0" A3.2 <br /> TACTILE WARNING <br /> I RECESSED BLIGHT <br /> N 1 CURB SUPPOR(TYP) __ — SHOWNN DASHED <br /> HSS COLUMN ,. <br /> W <br /> FULL SHELTER & PLATFORM PLAN <br /> 4 <br /> WIND SCREEN <br /> SCALE: 1/4" = 1'-0" il <br /> I <br /> POST HYDRANT - rn <br /> AND BRACKET III ISM 1 1111111111 1 <br /> i <br /> 11111 11111 MI it In it <br /> LIGHTS IN END BAYS ONLY (TYP.) I <br /> DOWNSPOUT __� t_ 1:J t U.,. <br /> (ALTERNATE DATA J-BOXES AND l i 1 <br /> LOCATIONS 1 1 1 1 1 I 1 1 1 I 1 I 1 I I 1 1 1 I 1 [XY <br /> ELEC ACCESS IN END <br /> SEE DR1&2) BAYS ONLY (TYP.) REAR ELEVATION ` <br /> '_ H I 0 IIII�I I� Alll ® SCALE 1/4" = 1'-0" <br /> - <br /> T ) LIGHT FIXTURE <br /> F RECESSED IN SUPPORT <br /> _ ❑ I ❑ a - ARM (TYP.) HSS COLUMNS, <br /> J 1 YYY SEE ELECT DWGS HSS <br /> 12 — 12 GUTTER - <br /> TYP <br /> LL � — SLOPE TO DRAIN <br /> ��_� �� 16 GA X 3" STEEL <br /> SUPPORT ARM - - WINDSCREEN BRACKET ASSEMBLY <br /> m (TYP. OF 5) SUPPORT ARM RECESSED LIGHT (TYP.) l ATTACHED TO HSS <br /> z COVER [1 _ (TYP.) �IIi —■, COLUMNS <br /> PANELS — II.... <br /> 3 HSS COLUMNS l'i 0 <br /> .- (n,P) POST HYDRANT <br /> LLi DOWNSPOUT <br /> .� U .1 <br /> 3 CITY OF EVERETT HY GA X DRANT 2" <br /> �i DOWNSPOUT BRACKET- FOR PERMI CEILING PLAN !H. UIZREVE ( EDTAMPER-PROOF <br /> SCALE: 1/4 = 1-0., I" .. FASTENERS <br /> L L <br /> 3 A _6 SIDE ELEVATION (WIND SCREEN NOT SHOWN) HYDRANT BRACKET DETAIL <br /> 7, <br /> C 41111 A3.2 - <br /> DOWNSPOUT SCALE: 1/4" = 1'-0" SCALE: 1-1/2" = 1'-0„ <br /> (ALTERNATE <br /> t <br /> LOCATIONS <br /> v SEE <br /> = DR1&2) '.�=\ HSS COLUMN <br /> m GUTTER '��- �� �_�� = (TYP.) WINDSCREEN <br /> o SLOPE TO DRAIN �� i =—� —\ `�`: <br /> tI 6 , o - �� ,_�-_ DOWNSPOUT ■IIMMIIIII <br /> 2 <br /> W METAL ROOF NMIiiuij <br /> v — i 1 <br /> m ,I= 16 GA X 3" STEEL- � <br /> BRACKET ASSEMBLY <br /> r • _ - WITH TAMPER-PROOF <br /> _ SSIMI FASTENERS - 2 PER <br /> 3 =o ,`.- __ e DOWNSPOUT <br /> Ez <br /> M g C <br /> ROOF PLAN <br /> ® SCALE: 1/4" = 1'-0" PERSPECTIVE VIEW 9 DOWNSPOUT BRACKET DETAIL <br /> vSCALE: N.T.S. SCALE: 1-1/2" = 1'-0" <br /> NOTE: PERSPECTIVE VIEW IS FOR REFERENCE ONLY AND <br /> MAY NOT REPRESENT THE FINAL DETAILS EXACTLY <br /> E 8aJ <br /> m Drawing No. <br /> Drawn By Dote SCALE COMMUNITY TRANSIT <br /> I1 IBI GROUP REGISTERA3.0 <br /> 801 Second Avenue-Suite 1000 Yri .0 } o}}} f1 ARC I PERMIT Designed By 9/30/19 HariZ SEAWAY TRANSIT CENTER — SHELTER ADDI NS <br /> B I Seattle WA 98104 USA ��m,R,wun�tyl"°'=— I ,,+ MM 9/30/19 AS SHOWN <br /> °' / Checked By Vert Sheet No. <br /> N tel 206 521 9091 fax 206 521 9095 sy`1e&tyke SGR RWASHHILL SET GH 9/30/19 N/A CO/73 <br /> 1 ibigroup.com - Approved B Project Number S H 3 <br /> Tio N. Date Revision By Appr. - - APGr y 20110155.016 F U LL S F LT E R f o Total <br />