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CL COL CL COL & FTG CL COL CL COL <br /> PROVIDE}" PAVEMENT 1 1/2" 1/2" PLWD <br /> WEEP HOLES AT 1'-6" PER CIVIL 8" <br /> BASE PL & <br /> BOTTOM OF 2" ANCHOR RODS 3 1/2 ,,,( 6" STUD <br /> CLMNS, TYP. ENCASEMENT I MIN PER M/S9 <br /> 9" CONC COL HILTI X-C .1380 x 3/4" EMBEDMENT LOW VELOCITY <br /> PAVEMENT I — FASTENER AT 12" OC. TYP AT BOTTOM TRACK TO _ <br /> PER CIVIL BASE PL & -- - CONCRETE. SEE FLOORPLAN ON S7 FOR SHEARWALL 1:11 <br /> 9 <br /> ANCHOR RODS __ o y;l HOLD DOWN LOCATIONS AND S12 FOR SHEARWALL I <br /> CONC COL PER H/S9 BRICK VENEER �`r •• SCHEDULE <br /> ENCASEMENT 2"MIN PROVIDE}" ` (1)#10 SMS AT a (5) #4 : �ii <br /> _ EACH FLANGE TO <br /> cii <br /> WEEP HOLES ATr= y2'j l -- __ BOTTOM TRACK,TYP -_ RECESSED SLAB <br /> itzIt BOTTOM OF i, N ii��i�irs� CLMNS, IYP. -\ e .. AT RESTROOMS1 / 1/2" "''1 SLOPE ;i <br /> _ / \ • <br /> NATIVE SOIL OR t , <br /> n o <br /> II I COMPACTED SECTION #5 ® 12" OC, EW <br /> ��IHM STRUCT FILL 6" m <br /> NATIVE SOIL OR/ M • • <br /> /6"r 6"r -CL FTC 8" <br /> COMPACTED #5 ® 12" OC, EW •` 1-2" <br /> • <br /> STRUCT FILL SECTION • / <br /> r 11" r it" r y\ • \ /2.-0" Mil <br /> CL FTG • r• -- •1 r / //C/' ' ' rr oN,/v. /..v <br /> r 9" , I (3) #5 in NOTES: <br /> • <br /> I on I _• I - I I - <br /> I I - <br /> z'-O" 1. SEE C/S8 FOR INFORMATION NOT SHOWN. <br /> * n <br /> 6 I 1 ' L_-- J <br /> o - -- • r�-- --- - •1 - I ANCHOR RODS <br /> SECTION - WALL FOOTING O SECTION - WALL FOOTING <br /> . . <br /> 1 <br /> 1 • — I 1 I — — <br /> �•-- -- I PLAN <br /> E NARROW SHELTER FOOTING DETAIL #4 ® 12" OC EW <br /> a.c I I 3/4"=1'-0" —.- _ -------_ - - 3/4" CHAMFER SLOPE <br /> rn PROVIDE}" WEEP (6) #4©, 1/4"/FT <br /> Uri HOLES AT BOTTOM <br /> 0I CL ANCHOR RODS OF CLMNS, TYP. COL BASE PL& 2 ® TOP a <br /> ED PLAN 1'_11^ ANCHOR RODS "•o " •- <br /> O 16 PERIMETER OF VERT RFOA PER D/S10 , rX,//X " a <br /> N PLINTH CENTERED ON -•— i 1/2" .— " " <br /> 4. FULL SHELTER FOOTING DETAIL ANCHOR BOLTS, HOOK CLR I a" ' r\\ \" <br /> O INTO FOOTING 3" 11 11=1 6" GRAVEL <br /> 3/4"=1.-0" <br /> CLRIMIIIIIIIMINIIII <br /> O 1/4 V OC. 24 x©®OP MEIV <br /> (4) #5 <br /> ;; \a PL 1/2x12x1'-0" ",i1I o �` W/ (4) 1 1/8"0 PAVEMENT PER CIVIL 1� -II <br /> - 6" <br /> HOLES MIN <br /> ® SECTION <br /> O SECTION <br /> „/2^ Y <br /> DI HSS6x6 <br /> m �d I z it <br /> I AO " I <br /> UANCHOR RODS ZI- NATIVE SOIL OR <br /> COMPACTED <br /> + I t STRUCT FILL N <br /> I <br /> 0 .o // m <br /> ® 6 1 V� \r? SECTION #5 ® 10" OC, BY 1O cc <br /> cc <br /> 1n • a <br /> _ --_ EL VARIES 1'-1" 10" "z MI II <br /> rn g 1,T - - #408" OC EW w <br /> cn (n 6"} 1 y 6" r3,3; '� MIN,TYP N <br /> O / , <br /> 1 <br /> C U oD , r• —I •, <br /> I ��i .. �i� .A I _ ' (2),/z"0 HILTI III <br /> I �• I •1 c HIT-RE 500 • <br /> I i ^• �• - F - 10 I I- I II -ilia <br /> w/ MIN 6" <br /> i m d' I — I EMBEDMENT <br /> a°i U //r (4) #5 EW -69 \ I •'1 • _/ <br /> to F- D / ` - • WINDSCREEN JJ <br /> f/ L--- J <br /> m I • MULLION, 2'b'SO <br /> y\ • I BASEPLATETHI SSE o ~ OF E�JERE <br /> m m ^� ANCHOR RODS- AND THICKNESS PLAN SECTION Al <br /> oU \ ` /f�/ ' 6'-6" - - PPER ERIGNERSCREEN �� <br /> 0 N z'-6" So <br /> REVIEWED FOR PERMIT <br /> PLAN CL FTG <br /> " SECTION CORNER SHELTER FOOTING DETAIL WINDSCREEN ATTACHMENT DETAIL <br /> I, '4" <br /> I _ 3/4"_1,_0„ - H 3/4"_,._0„ � 1 1/2„_1,_0„ <br /> E C D.DCOMMUNITY TRANSIT Drawing No. <br /> M E Cg Drown By Dote SCALE <br /> Oi 0 16015th Avenue, -.�_ /v1 sv, or, DYL 1/5/2017 S8 <br /> SrottIe 00 Dom^ a ° 1 ,t► 1"4) Designed By 1/5/2017 Hoe. SEAWAY TRANSIT CENTER <br /> �Ei � 4 10/14/19 ADDITIONAL BUS SHELTERS JNC CDO1C13ff Seattle,WA98101 communitytr�anslt / �, $i''i-'- BID SET sheer No. <br /> 3 5/9/17 CHANGE ORDER#1-RESPONSE TO CITY PERMIT COMMENTS JNC GLS 206.622.5822 `-----_ _1:,; V' Checked By Vert <br /> Sr 1;I, •t-" ��,auz JOS 1/5/2017 <br /> _E ill 2 2/14/17 ADDENDUM 2 JNC GLS www.kpff.com gecislcs. q A roved Project Number <br /> d X No. Date Revision By Appr. �N�NxAL tiM° owAly PCDO 1/5/2017 /1900675 FOUNDATION DETAIL Vt- ,ot,, <br />