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IF POSITION 4 CONSTRUCTION IS TO BE DELAYED,USE
<br /> FORM-SAVERS AT NORTH-SOUTH,TOP,MIDDLE AND
<br /> BOTTOM REINFORCING BARS AS REQUIRED ACROSS 100'-0" '
<br /> CONSTRUCTION JOINT D
<br /> � C S281 S281
<br /> � S281 S281
<br /> � #9 @ 9"oc EW #4 HAIRPINS @ 18"O.0 T01/4'HAMPLITUDE(TYP)
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<br /> T/FOUNDATION i �
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<br /> ROUGHEN SURFACE CHAIRS
<br /> � T01/4"AMPLITUDE(TYP) AS REQ'D #9 @ 12°oc EW
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<br /> M
<br /> SECTION A
<br /> SCALE:3/4" = 1'-0° S451 S281
<br /> ENSURE ANY CONCRETE PASTE
<br /> ARMOR EDGE(2-2"x8" IS REMOVED FROM TOP OF BARS
<br /> CONTINUOUS ROLLED DURfNG FINISHING
<br /> STEEL BARS) 4"x3/8"HEADED
<br /> STUDS @ 12"O.C.
<br /> 1/8"GAP 1(4°GAP �
<br /> 3/8"DIA.COUNTER-SUNK 5„ M
<br /> SCREW @ 12"O.C. —► 1/2"CONT.PLATE T/SLAB .
<br /> 1/2"x 1-7/8"CONT BAR* 1" 1/2"x 1-7/8"CONT BAR* SEALANT 1-1/8"DIA x CONT ROD
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<br /> SEE PLAN FOR � - � ,
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<br /> SLAB ON GRADE �:. , ,, , '' , , , � , ;
<br /> SLAB ON GRADE ` ` _:
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<br /> NEW SHEET ADDED
<br /> , . MAT FOUNDATION
<br /> �,
<br /> EXPANSION J
<br /> OINT
<br /> MATERIAL 1" L3-1/2x3-1/2xa CONT W/1!2° EXPANSION JOINT 1 MAT FOUNDATION
<br /> DIA x 6°LG NSA @ 12"O.C. MATERIAL
<br /> *BEVEL CUT EDGE AS SHOWN
<br /> O
<br /> SECTION B ARMORED EDGE SECTION � ISOLATION JOINT SECTION p
<br /> SCALE: 1-1/2" = 1'-0° S451 S281 SCALE:1 1/2" = 1'-0° S281 S281 SCALE: 1-1/2" = 1'-0° S281 5281
<br /> S4 S4
<br /> SEE SECTION A/S281
<br /> FOR REINF INFO �
<br /> NEW TUNNEL
<br /> CAPPWG SLAB #4 @ 12"oc _ � EXISTWG
<br /> �-- - - - - - - - - - - TUNNELLID
<br /> TlFOUNDATION � I 114"
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<br /> ' '' HEADED STUDS @ 16"oc(TYP)
<br /> - �� REMOVE TUNNEL WALL . � ��
<br /> EXISTING ' �` � T01'-0"BELOW LRIP ` ' � ! • •
<br /> TUNNEL WALL FOUNDATION WHERE SHOWN ° ; '. '
<br /> ON REMOVAL DRAWINGS.
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<br /> _ ___ , __ - _ SCALE:1 112" = 1'-0" S281
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<br /> DRILL AND EPDXY
<br /> �p,S A ,
<br /> -o' ��o o� WAsy/��F
<br /> SECTION F
<br /> SCALE3l4�� = 1�-0�� OOS10-13 OOS10-17 S281 ;; Z;p,�� , r! ��co
<br /> � t'� Z
<br /> OOS10-18 OOS10-
<br /> www.brph.com Copyright o 2015
<br /> OOS 10-23 OOS 10-24
<br /> TNS10-19 TNS10-23 ArClllt@CtS� Engineers, Constructors 9�,�� 9F�s�E��� ���
<br /> TNS 10-24 TNS60-13 19020 33rd Ave W,Suite 530 Washington Office SS��N A L E�G
<br /> Lynnwood,Washington,98036
<br /> 425-9213500
<br /> SYM REVISION BY APPROVED DATE SYM REVI510N BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE .
<br /> oF wAsy, ACCEPTABILITY JKN 12 16 15 CONRETE DETAILS 16123 12/16/15
<br /> 0 ISSUE FOR CONSTRUCTION (WING LRIP ONLOAD) JKN TAL 12�16�15 y,�P�`` N�roy TNIS DESIGN AND/OR TALCKED 12 16 15
<br /> SPECIFICATION IS APPROVED SHEET
<br /> BOE�H /' � ��CHITECTS TITLE FACTORY TRANSFORMATION 40-23 WING LRIP
<br /> �ciNEeRsiNc. APPROVED BY DEPT. DATE TAL 12 16 15 ��Q �
<br /> No.s�ai CHECKED V ,
<br /> � BUILDING 40-023
<br /> ����F �\2 APPROVED JOB N0, COMP N0.
<br /> WO 15/2899-200
<br /> /cqlF OF pUtN��\�P APPROVED STRUCTURAL MASTER EVEREIT, Wq �w� No. 40-023—S281
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