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(2)x4'-0" @ 3" O.C., T&B <br />(' I <br />SUBGRADE- COMPACTED <br />& PROOF -ROLLED <br />TYPICAL <br />,1_ <br />I <br />=E PLAN FOR <br />)GE/ CORNER <br />DNFIGURATION <br />ROVIDE (2)#6x6'-0" @ 3" oc <br />&B AT LOCATIONS WHERE <br />J IS NOT INDICATED ON <br />LAN <br />—TYPICAL SLAB ON GRADE ISOLATION JOI I <br />SCALE: NTS <br />CRUSHED SURFACING - TOP <br />COURSE* <br />CRUSHED SURFACING -BASE <br />COURSE* <br />COMPACTED FILL <br />* SEE GEOTECHNICAL REPORT <br />FOR DETAILS <br />a <br />�IIIIIIIIIII <br />U <br />TOOL EDGES TO 1/8" RADIUS <br />a a <br />4 . <br />BUILDING PAPER OR <br />VISQUEEN BOND BREAKER <br />AUTOCLAVE SLAB -ON —GRADE <br />A.v <br />- <br />` <br />STD HOOK <br />` <br />G; <br />4 4 4 4 <br />REINFORCING LAP SPLICE, SEE GENERAL NOTES: <br />CONCRETE ON DWG S2 <br />SCALE:NTS <br />NTS TN1 S10-22 <br />TN 1 S 10-47 <br />OOS10-22 <br />OOS10-47 <br />T/SLAB <br />SEE PLAN <br />Cfl <br />I <br />1ST POUR 2ND POUR <br />DISCONTINUE REINF, <br />CONCRETE SLAB, SEE <br />I PLAN FOR INFO <br />~� SCALE: N7S <br />rnn ni nn nri r+nanr- nr-mr r, r'v na�n tr�sn, <br />DISCONTINUE REINF. <br />CONCRETE SLAB, SEE PLAN <br />FOR INFO <br />TYPICAL FREIGHT ELEVATORIT DETAIL <br />NTS <br />r T/SLAB ELEV=100'-O" <br />a <br />WALL BEYOND d. <br />3ao6„ a T-6„ <br />LAP ° LAP T/GRADE BEAM ELEV=97'-0" <br />a I I I I I I I <br />(2) #S CONT E.F. <br />(2) #8 FORM SAVERS T & B GB-3 <br />e d , <br />FOR WALL REINF SEE <br />T/SLAB ELEV=93'-6" SECT A/S280 <br />° <br />�a <br />Qa ad <br />a° e <br />4a a d <br />4 <br />4 <br />e- —I I-1 I i � �� � <br />I <br />FOR SLAB REINF SEE <br />SECT A/S280 <br />SECTION C <br />SCALE:112" m 1'-O" 310-22 S280 <br />TN1S1 <br />0051 <br />SAW CUT <br />DISCONTINUE REINF. <br />CONC SLAB, SEE <br />PLAN FOR SLAB I <br />W d d ®® <br />° � 4 <br />Lu <br />� d <br />—III III III- <br />PNA TAPERED PLATE DOWELS OR <br />PLATE APPROVED EQUAL <br />12' & 10' SLAB - 3/4"x2 1/2"xl 2" @ 18" oc <br />CONTROL JOINT S" SLAB-1/2"x21/2"xl2" @ 18" oc <br />6" SLAB - 3/8"x2"xl2" @ 18" oc <br />ADHESIVE ANCHORS, REFER <br />TO EQUIP SHOP DRAWINGS <br />SEE NOTE FOR TYPE, SIZE, PROJECTION <br />6„ AND LOCATION <br />MIN 12"Oc <br />J <br />D_ <br />Lu <br />Lli CID- a Lu i <br />a T/SLAB <br />4'Ai <br />SEE PLAN <br />DRILL & EPDXY I —_I 1 _ \--ROUGHEN TO 1/4" AMPLITUDE & <br />APPLY BONDING AGENT <br />NOTE: COORDINATE PAD LOCATIONS AND SIZE WITH <br />MECHANICAL DRAWINGS AND EQUIP MANUFACTURER'S <br />RECOMMENDATIONS <br />TYPICALINTERIOR I DETAIL <br />SCALE. N.T.S. <br />C 6 i <br />DESIGNFACILITY By HG <br />DATE 10.25.19 <br />1 <br />�r'.�.`z .-c.. sz,., •a;- ,, b.,�,ua>,_. ,�.---n-.,.,�cas. ,F,:,SIV <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE SYM <br />REVISION <br />BY <br />APPROVED <br />DATE ACCEPTABILITY <br />ur Avviv <br />MEM <br />uH i t SUBTITLE <br />10109114 <br />THIS DESIGN AND/OR <br />CHECKED <br />CONCRETE DETAILS <br />A <br />777X CWC NEW BUILDING - RECORD WBS 2548317 <br />KRW <br />DPS <br />01/03/17 <br />AHM <br />10/09/14 <br />SPECIFICATION IS APPROVED <br />APPROVED BY <br />DEPT. <br />DATE <br />ENGINEER <br />DPB <br />TITLE <br />10/09/14 <br />BOEING 777X CWC BUILDING <br />CHECKED <br />APPROVED <br />T/SLAB <br />SEE PLAN <br />CURRENT REVISION I SYMBOL DATE <br />W2548317 A 1 01 /03/17 <br />STRUCTURAL MASTER <br />