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5 <br />67 <br />M <br />1 <br />9 <br />L9 <br />JOH SON BMUNDINC. <br />® <br />� <br />_ E 11 <br />U <br />15200 52nd Ave. South <br />Lj <br />51 <br />iHlC'E� <br />SGOND SOUR FIRST SOUR <br />Suite 300 <br />Seattle, OVA 93133 <br />Phone 206.766.0'300 <br />1 <br />N55 bx� <br />1b" 1" ��' <br />5LAB-ON-GRAPE BURKE "KEYED KOLD" <br />5LAB-ON-GRADE <br />Yb' x 11Y2' IPREMOLDED <br />vmv.johnsonbraund.com <br />ARCH I T E C T U RE <br />PER PLAN JOINT - 5TOP REINFORGING <br />PER PLAN <br />CONT. MA5TIG JOINT <br />INTERIOR DESIGN <br />TYP. <br />1" CLEAR OF JOINT EACH <br />5TRIP. (JOINT MAY BE <br />Greg L. Allwine, AIA <br />51P <br />5AIAI-GUT AT <br />Jeffrey A. Williams, AIA <br />TYPE/1 <br />GONTRA( TOR'5 OPTION) <br />COUGHLIN <br />COLUMN PER PLAN511 <br />°T <br />oo °O o�oc°o° <br />oo �ooILAo�o° o <br />°o° ° Oo��o ° o�°° ° <br />oa oo°o�°°OooLUNDEEN <br />PORTER <br />® <br />T.O. CONGRETE MALL <br />�PLA5TI6 <br />801 SECOND AVENUE SUITE 900 <br />5 <br />PLA5TIG VAPOR BARRIER <br />GUT ALTERNATE <br />VAPOR BARRIER <br />- <br />OR FOOTING PER CLAN <br />Y <br />AND COMPACTEP <br />MIRE5 AT JOINT <br />ANP COMPACTED <br />SEATTLE, WA 98104 <br />- <br />GRANULAR FILL PER PLAN <br />GRANULAR FILL PER PLAN <br />�; �O�i�4���4F0 <br />r <br />F: 206/343-5691 <br />(4)1/"� ANCHOR BOLTS <br />q" BOLT EMBED <br />WN5 7XVCT'1O JOINT' <br />CONMOL JOINT <br />(CONFIGURATION VAR555) <br />ACONSULTING <br />STRUCTURAL AND CIVIL <br />DOUBLE NUT OR HEAPED <br />321 0 <br />301 <br />ENGINEERING CORPORATION <br />ANCHORBOLT <br />3 <br />5 <br />WA <br />S'-O" MIN. <br />24 <br />#4 x \� @ 1 V ®� <br />- <br />CONCRETE HALL <br />9n 3 <br />�L <br />® <br />(1)#5 DIAGONAL <br />° ° ° <br />Oq/25/1 <br />® <br />(1)#4 EA. N05F <br />5 ARGH'L FOR <br />APPL. <br />° ° ° <br />° <br />LOGATION5 OF <br />® <br />PEPRE55EP 5LAE35 <br />5LAB-ON-6RAPE DEPTH OF PEPRE55ION <br />- ® _ <br />® <br />PER PLAN PER ARGN'L <br />1� ®� E.A. <br />® — <br />° ° NORMAL FOOTING <br />o47 <br />L `MAX. <br />° REINFORGING <br />A--- <br />-- - - -- - - <br />- P o 0 00 o a - ------ - --- - <br />-'5 o�o�oo°OOo°o 00 <br />° <br />° ° APPL. BAR5 TO <br />NOTE: <br />GONEIGURATION OF <br />REINEORGIN6 <br />-- <br />5TAIR (INGLUPING TREAD(2)#4- <br />BOTTOM <br />-- <br />AND R15ER DIMEN51ON5) <br />_ _ <br />MIN. <br />PER ARGH'L <br />MIN. <br />LINE OF EXGAVATION <br />6 <br />NORMAL FOOTING <br />3006 <br />3005 <br />REINFORGING <br />3012 <br />8 <br />9 <br />10 <br />N <br />B1 <br />t!5 <br />B2 <br />t� <br />5TEM REINFORCING <br />VERT. HORIZ. <br />FOOTING REINFORCING <br />TOP LONGIT, <br />UP TO 5' <br />1'-O" <br />b" <br />2-0" <br />12" <br />#4 @ 18" <br />#4 @ 12" <br />#5 @ 12" <br />(4) 5 <br />6' <br />11-611 <br />blo <br />21_811 <br />12" <br />#4 @ 15" <br />#4 @ 12" <br />#5 @ 12" <br />(5)#5 <br />1' <br />1'-b" <br />b" <br />6-6' <br />12" <br />#4 @ 12" <br />#4 @ 12" <br />#5 @ 19-" <br />(0#5 <br />8' <br />2'-2' <br />8" <br />4'-2" <br />17" <br />#5 @ 15" <br />#4 @ 12" <br />#5 @ 12" <br />(105 <br />q1 <br />21-611 <br />bll <br />41-10" <br />12" <br />#5 @ 12" <br />#4 @ 12" <br />#5 @ 12" <br />(05 <br />PAVING PER CIVIL <br />ISSUE ®ATE: Issue Date <br />VIA <br />o� <br />® °° NCRETE RNER BAR5 TO CORNER BAR5 TO MATCH <br />o� PROVIDE FREE -DRAINING BALL . ° e MATCH HORIZ. REINF. CR055 hALL HORIZ. RFINE. <br />° MATERIAL A5 REX. BY < <br />® (ALT. HOOK5) <br />GEOTEGNNICAL ENGR. <br />PER GENERAL v ® — <br />5TRUGTURAL NOTES <br />NT. 1 %'x3 Y2' KEYED JOINT - - - — -- _ _ ° - <br />- - - wa ®®� ADDITIONAL 6RO55 <br />