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_ �'-o" TO WALL CONSTRUCTION JOINT �
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<br /> a;4� .', ARMOR EDGE ALL STEEL JOINT(2)2"x3/" 2"CLR. �--
<br /> DROP ROUGH CONCRETE SLAB IN - - �; `'; STD HOOK _ _ � , „ CONTINUOUS COLD ROLLED STEEL BARS —..- , �� �� '
<br /> AREAS SCHEDULED FOR #5 @ 12"oc.SEE PLAN FOR SLAB a �°�_, � 4 , '.� �, . . J � 1-9 LAP _ #5x4-0 @ 24 O.C. L—
<br /> (2)#6x4-0 @ 3 O.C.,T&B ARCHITECTURAL FINISH REINF NOT SHOWN ; -_ � - �-;a; �. , r
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<br /> REINFORCWG LAP SPLIGE,SEE GENERAL NdTES: �i� CONTINUOUS KEYWAY
<br /> CONCRETE ON DWG S2 � 7
<br /> "S"=SLAB THICKNESS,SEE PLAN L—
<br /> "D"=TOTAL DEPTH OF FINISH AND WATERSTOP CONSTRUCTION JOWT IN WALL n �
<br /> TYP ADDITIONAL SETTINGBED `�
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<br /> SLAB REINFORCEMENT AT ~
<br /> CONTROL JT. INTERSECTIONS TYP DEPRESSED SLAB TYPICAL GRADE BEAM AND WALL UTILITY TUNNEL BASE UTILITY TUNNEL ROOF �U
<br /> REINFORCING INTERSECTIONS CONSTRUCTIDN JOINT SECTlON CONSTRUCTION/CONTROL JOINT SECTION �
<br /> SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NTS LL
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<br /> ARMQR EDGE ALL STEEL �
<br /> JOINT(2)2"x e"CONTINUOUS CONC SLAB,SEE ,
<br /> SEE PLAN FOR REINFORCING COLD ROLLED STEEL BARS PLAN FOR SLAB INFO
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<br /> � FIN.FLR.EL,100'-0" ARMQR EDGE ALL STEEL 1ST POUR 2ND POUR
<br /> CRUSHED SURFACWG- JOINT(2)2"x%"CQNTINUOUS
<br /> TOP CORSE COLD ROLLED STEEL BARS DISCONTINUE REINF, DISCONTINUE REINF. 3"
<br /> CONCRETE SLAB,SEE PLAN �
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<br /> N � _ I —iii ii � ' iii- —� � � ii � � ii-
<br /> c� � GOMPACTED FILL PNA DIAMOND DOWEL SYSTEM .
<br /> 12"SLAB-3/4"x4 1/2"x41/2"@ 18"oc PNA PLATE DOWELS OR
<br /> — — — — APPROVED EQUAL
<br /> _� � I I I I I � � � I I 12"SLAB-3/4"x21/2"x12"@ 18"oc � ,
<br /> CONSTRUCTION JOINT CONTROL JOINT "
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<br /> KEYWAY
<br /> SUBGRADE-COMPACTED NOTE: �
<br /> e� &PROOF-ROLLED
<br /> WATERST(�P
<br /> CONTRACTOR'S OPTION:
<br /> ANY CONTROL JOINT MAY BE REPLACED BY CONSTRUCTION JQINT UNLESS NOTED OTHERWISE ON PLAN.
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<br /> TYPICAL SLAB-ON-GRADE DETAIL TYPICAL SLAB-ON-GRADE CONTROUCONSTRUCTION JOINT {CJ) DETAIL Q o �
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<br /> SCALE:NTS SCALE: NTS #5 DOWELSx `V
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<br /> #6 @ 12"oc EA WAY,EACH , . . v � a • � • •Q , • �, •
<br /> CONSTRUCTI�N JOINT DETAIL
<br /> � FACE OF WALL(TYP} #6 @ 12"oc EA WAY,EACH
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<br /> � ° FACE OF WALL(TYP) ° °
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<br /> � . � a� � � WATERPROOFING, � �.. � d a� .. WATERPROOFING, �
<br /> ° SEE ARCH DWGS SEE ARCH DWGS
<br /> 18"x18"x18"DEEP SUMP,SEE ARCH a 18"x18"x18"DEEP SUMP,SEE ARCH `
<br /> DWGS FOR LOCATION,VERIFY SIZE Q a .a . DWGS FOR LOCATION,VERIFY SIZE a a 4 �
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<br /> a WATERSTOP ALL AROUND(TYP)
<br /> 4 "4 WATERSTOP ALL AROUND(TYP) Q �
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<br /> d DOWELS W/STD HOOK SAME SIZE& a . DOWELS WISTD HOOK SAME SIZE& �
<br /> 1'-0" SPACING AS VERT WALL REINF. ��_p�� 1'-0" ° � SPACING AS VERT WALL REWF. ��_p��
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<br /> 3-0 x3-0 x8 FTG SEE ARCH DWGS 3'-0"x3-0 x8 FTG SEE ARCH DWGS
<br /> W/(4)#5 TOP&BOT W/(4)#5 TOP&BOT
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<br /> TYPICAL FREIGHT ELEVATOR PIT DETAIL A TYPICAL PASSENGER ELEVATOR PIT DETAIL B
<br /> Nrs TNS11-22 S280 �
<br /> NTS TNS11-22 S280
<br /> OOS10-22 TNS11-4
<br /> OOS 10-22
<br /> OOS 10-�7
<br /> Qp,v� Bq�q
<br /> �\p��F WASy� �'y�
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<br /> --Z T�RA L �� �`� 0' 2' 4' 6' 8' 10' 12'
<br /> 9C�O SW � t�?�I1 ��r�+��`t ��u1t�' 3��' �'s%NA L E�G� �
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<br /> �,�11�01�� 'I�ISI"!II°]'��Q1�1 '��(���` David P. Balawajder 1 /4" = 1 '_0„ Q
<br /> WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o
<br /> �F WASH, ACCEPTABILITY MEM 09 04 14 CONCRETE DETAILS / /
<br /> � N W2548317 09 04 14 �
<br /> yP� �Toy THIS DESIGN ANDfOR AH�KED 09 04 14 M
<br /> SPECIFICATION IS APPROVED sHEET
<br /> BOE,��� BENcirAiEeRsihcTs APPROVED BY DEPT. DATE ppgNEE 09 04 14 TITLE BOEING 777X CWC BUILDING �
<br /> N0.3137 CHECKED �2$� �
<br /> v
<br /> �P�� ,= B U I LD I N G 40-0�8 �oB N0. COMP N0. �
<br /> .�, o APPROVED o�
<br /> �
<br /> /cqTF OF AUSNo�\�P APPROVED STRUCTURAL MASTER KRW °wc No. 40-058—S280 N
<br />
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