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PROVIDE}" CL COL CL COL & FTG CL COL CL COL
<br /> PAVEMENT 1 1/2" 1/2" PLWD
<br /> WEEP HOLES AT 1'-6" PER CIVIL 8" 2„ BASE PL &
<br /> BOTTOM OF ANCHOR RODS 3 1/2" " 6" STUD
<br /> CLMNS, TYP. CONC COL MIN PER M/S9 '
<br /> ENCASEMENT HILTI X-C .1380 x 3/4" EMBEDMENT LOW VELOCITY
<br /> PAVEMENT 9" __ FASTENER AT 12" OC. TYP AT BOTTOM TRACK TO
<br /> PER CIVIL BASE PL & -- ;I
<br /> CONCRETE. SEE FLOORPLAN ON S7 FOR SHEARWALL '�'
<br /> CONC COL ANCHOR RODS _=
<br /> __ __ II.
<br /> p HOLD DOWN LOCATIONS AND S12 FOR SHEARWALL ._
<br /> PER H/S9 BRICK VENEER ;', SCHEDULE �'
<br /> ENCASEMENTS 2" O4
<br /> MIN PROVIDE}" \ (1) #10 SMS AT (5) #4 . y .,.
<br /> WEEP HOLES AT EACH FLANGE TO - :$ �1i
<br /> BOTTOM TRACK, TYP RECESSED SLAB
<br /> �� —— —— BOTTOM TYP. - %3j AT RESTROOMS :,I
<br /> •
<br /> ,�.r!\���� � -- -- / 1/2" �1'`.� SLOPE
<br /> NATIVE SOIL OR / SECTION MU 0 ���1.'� ��1111.11 STRUCT FlLOL / #5 ® 12" OC, EW 6" o+
<br /> NATIVE SOIL OR '', X/,, lid -
<br /> n 6" 6" CL FTG 8"
<br /> COMPACTED #5 0 12" OC, EW `
<br /> STRUCT FILL SECTION MM.
<br /> 6'-0" , 2'-0" #4 © 18" OC �_. In
<br /> NM
<br /> CL FTG O a ---•-I - _ _ _ __ _ _ _ (3) #5 /, ///,/' ' .\/,\/s/`//,
<br /> •I� M NOTES)
<br /> -a ,, I I I I 2,-0„ 1. SEE C/S8 FOR INFORMATION NOT SHOWN.
<br /> t; I 1 L'--
<br /> a)
<br /> SECTION - WALL FOOTING SECTION -WALL FOOTING
<br /> ANCHOR RODS O 1„_1,_0„
<br /> °ti o .n I•u I •I
<br /> o * to I PLAN
<br /> E NARROW SHELTER FOOTING DETAIL #4 0 12" OC EW
<br /> I
<br /> 00 1 O 3/4"=1'_0" 3/4" CHAMFERNI SLOPE
<br /> rn PROVIDE 1" WEEP 1/4"/FT
<br /> Cr) HOLES AT BOTTOM CL - s
<br /> 6®#TO©o 2 a
<br /> PLAN ANCHOR RODS OF CLMNS, TYP. COL ir- BASE PL &
<br /> 1'-1 1" ANCHOR RODS ,"
<br /> o 16 PERIMETER OFROA VERT PER D/S10
<br /> N PLINTH CENTERED ON " [ fi 1 2" 00FULLSHELTER FOOTING DETAIL 1 ,
<br /> ANCHOR BOLTS, HOOK - CLR /,
<br /> INTO FOOTING 3 I•�ji�� 6" GRAVEL
<br /> CLR IFiiiM
<br /> Ma
<br /> iv PL 1/2x12x1'-0" 'i}
<br /> W/ (4) 1 1/8"0 PAVEMENT PER CIVIL-----.„\ MIN
<br /> HOLESEll
<br /> Z + - - - -
<br /> lc
<br /> SECTION
<br /> 11/2 ( ) SECTION
<br /> 1„=,,_0„ 1„=1,_0„
<br /> HSS6x6 \inir-r N D -
<br /> NI (4) 3/4"0 I o ce
<br /> ANCHOR RODS z
<br /> NATIVE SOIL OR
<br /> j / r , COMPACTED
<br /> rn — STRUCT FlLL� N
<br /> •� c I
<br /> Olo
<br /> a) a) \
<br /> Ilk
<br /> 1
<br /> ,t. — T 9 rc , U
<br /> i O 0 1 SECTION #5 © 10" CC, Ew M D:
<br /> VP a_
<br /> N ay a
<br /> • ___-__ EL VARIES 1'-1" 10" i MI a
<br /> a) Cn 6" , - #4®6" OC EW
<br /> (n i i i l3�3� ' MIN,TYP
<br /> N
<br /> N 6"
<br /> ▪ O ` I '
<br /> 5 U •
<br /> ' (2)1/2"0 HILTI alqMirnit
<br /> }'\ /1 I r• •1 o HIT-RE 500
<br /> Q X 1 io • - I I EMBEDMENT
<br /> MIN N
<br /> T �— - I - I I EMBEDMENT m
<br /> 3 m • v is •� --
<br /> cn N o 7 ` • WINDSCREEN
<br /> 0//l//J I 2,-6„SO �.
<br /> — MULLION•
<br /> COZE
<br /> ` %\� •�• / a ANCHOR RODS ANDETHICKNELATE ISS PLAN 4- SECTION Al
<br /> x /i\//�/��//\�/j/� . 6-6" _- PER WINDSCREEN
<br /> co U DESIGNER
<br /> o , 2'-6" SO `
<br /> PLAN CL FTG
<br /> o• N CORNER SHELTER FOOTING DETAIL WINDSCREEN ATTACHMENT DETAIL
<br /> cn .
<br /> I O SECTION O
<br /> G 3/4"=,,_O" 3/4"=1'_0„ ,1/2"=,,_0,
<br /> Li) 6 Drawing No.
<br /> 00, E 16015th Avenue, or.. �sa Drown By Dote SCALE
<br /> COMMUNITY TRANSIT
<br /> • 4 10/14/19 ADDITIONAL BUS SHELTERS JNC COOl<Pff Seattle6WA98101 commun�tytransl�� , 1 �� BID SET DeOLSe4 By 1/5/2017 Nona SEAWAY TRANSIT CENTER
<br /> 3 5/9/17 CHANGE ORDER#1-RESPONSE TO CITY PERMIT COMMENTS JNC GLS �-
<br /> ��' .♦ / Checked By Vert Sheet No.
<br /> 206.6223821
<br /> t 2 2/14/17 ADDENDUM 2 JNC GLS www.kpff.com `" ,q'P4:is ia'�,o4' q sued Project Number X
<br /> ��, JOS 1/5/2077
<br /> x '�)°aa�'aA^�' "°Pr FOUNDATION DETAILS y/�9� a,;,a o Na. Data Revision By MPr. ` CDO 1/5/2017 1900675
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