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3'-2" 9"* 9,��
<br /> LAP (")AUTOMATION VENDOR TO NOTE:
<br /> RAIL BY VERIFY AND COORDINATE SEE SECTION A FOR ADD'L INFORMATION.
<br /> AUTOMATION WITH STRUCTURAL ENGINEER %2" ISOLATION JOINT,ALL SIDES
<br /> VENDOR PL 1/2"x9"x12"W/(2) FINAL RAIL DESIGN COIL LOOP LIFTING INSERT @ 4'-0" O.C. W/METAL
<br /> CHAMFER 3/4" DIA. x 6" LG H.S.A. PLUG COVER. SET FLUSH WITH TOP OF SLAB
<br /> EDGES%2' @ 9"O.C. @ 30"O.C. BOND BREAKER ALL SIDES
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<br /> _ .- _ _ SEE PLAN
<br /> " " ' BOND BREAKER, TYP.ALL SIDES
<br /> #7 @ 5" O.C. .; :, , <: r _ , '` , '= %"Q1 x 6" LG H.S. @ 24"O.C.
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<br /> � : ' ' , ' ` 6x6-W2.1xW2.1 W.W.M.
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<br /> .; , , „ ^, , , , L6x4x5/s�LLV)CONT.
<br /> UNREI RCED INFILL TO BE REMOVED FOR 2"-20 GA. COMPOSITE PL%2"x12"CONT.ALONG
<br /> AUTOMATION RAIL INSTALLATION. PROVIDE 1/4 3-12 METAL DECK LONG SiDES OF OPN'G.
<br /> CONTROL JOINTS @ 10'-0"O.C. (5" DEEP)
<br /> SECTION AT AUTOMATI�N RAIL A SECTION AT FUTURE AUTOMATION RAIL B SECTION �
<br /> SCALE:1" = 1'-0" S502- S502- SCALE:1"= 1'-0" S502- S502- SCALE:3/4" = 1'-0" S502-1 S502-12
<br /> 4" INSULATED PANEL.
<br /> %8°x3" CONT. PL SEE ARCH'L DWGS �
<br /> FOR ADD'L WFO =
<br /> �
<br /> 0
<br /> OTE: � m
<br /> 3i16 FOR BASE TRIM SEE co �
<br /> ARGH'L DWG'S � � 3
<br /> 3/16 3-12 r- j FOR GRATING, S502-9
<br /> SEE PLAN �- SEE PLAN �.�- EDGE OF SLAB
<br /> L4x4x1/4 FOR CURB 3 „ FOR REWF ¢
<br /> 2'-0"
<br /> /e CONT. f�(GALV.) T!SLAB
<br /> REINFORCING SEE
<br /> DETAIL H/S502-12 %"0x4" LG H.S.
<br /> I� I "1
<br /> @ 48"O.C. ... . • � .• • � • • � , • EL.100'-0" 2��
<br /> � / - 1'-6�� 4��
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<br /> SEE PLAN
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<br /> � ' � ' (2)�"f7�ADHESIVE � � � �_ °� �� � � , � � .,�� � � � � _
<br /> ANCHORS - o
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<br /> - ROUGHEN SURFACE TO `V
<br /> _ 1/4"AMP�ITUDE,(DO o
<br /> � � � :�., ` _ � NOT ROUGHEN AT AT � '
<br /> _, ` WATERSTOP),TYP. FOR REINF. N
<br /> � ` .
<br /> SEE BIS502-7
<br /> ;. ,
<br /> _ . - - � " � � � EMBED P�3/a"x24x2'-4"W/(6)
<br /> 3/4"f7�x 10" LG HEADED STUDS
<br /> SECTION p SECTION E SECTION THROUGH GRATIN� F SECTION
<br /> SCALE:1" = 1'-0" S502-5b S502-12 SCALE:1"= 1'-0" S502-5b 5502-12 G �
<br /> SCALE:1/2"= 1'-0" S502-1 S502-12 SCALE:3/4"= 1`-0" S502-12 S502-12
<br /> � S502-5c
<br /> HSS6x6
<br /> PROVIDE CONTROL (SEE SECT
<br /> JOINTS @ 6'-0"O.C.STOP I I G/S502-7)
<br /> #4 CONT. HORIZ.REINF.AT JOINT (2) 1/2" DIA.
<br /> 1 112"CLR. FUTURE CURB ADHESIVE ANCHORS 2��
<br /> ROUGHEN #4 @ 10"O.C. — @ 10" O.C. (GALV) I
<br /> SURFACE T0114" STOP CONCRETE CURB I I
<br /> AMPLITUDE,TYP TI SLAB AT ALL DOOR OPENINGS 1
<br /> r-- 1 T/SLAB PL 1/2x7x1'-1" 2
<br /> EL.100'-1" ���) EL.100'-1" 3/16 � I (GALV) I
<br /> 114
<br /> � ' SLOPE DN ' � S�OPE DN
<br /> TI SLAB = T/SLAB = 1 � G
<br /> EL. 100'-0" " .' � , � , ., ` EL.100�.0„ . r" ;,,, : <. .; ; �
<br /> , _ _ � 5021
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<br /> . ti _ 1'-6"
<br /> SECTION AT BOOTH #1 & #2 H SECTION AT B40TH #3 & #4 � END CONNECTION DETAIL K
<br /> SCALE: 1-1/2" = 1'-0" S502-1c 5502-12 SCALE: 1-1/2" = 1'-0" S502-1c S502-12 SCALE:1"= 1'-0" S502-1 S502-12
<br /> FUTURE CORE
<br /> DRILL
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<br /> DETAIL �
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<br /> - SCALE:1"= 1'-0" S502-12 S502-7
<br /> -:
<br /> _ Q p,vL Bq�'��L
<br /> �\o�oF wasy��y �, 6,� � , 2, 3, 4,
<br /> ,` ' �, "°c�
<br /> a� �i��e r �`
<br /> STYROFOAM �2-21 �, � �..._. 3/4" _ ,� ,—O»
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<br /> SECTION �N� �� 4���,� , „ , , ,
<br /> . �� _ � �� S502-1LS502-12 ' � Fss��RA� '�`G��`` 0 6 1 2 3 �
<br /> SCALE.1 � -0 9ao sw � bth s�reet su�te �o� �NA L E� Q
<br /> N
<br /> Renton, Washin�ton 98457 David P. Balawajder 1 " = 1 '-0" o
<br /> WA PE 28184 00
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a,
<br /> ) ISSUE FOR CONSTRUCTION CLP AHM 12 22 15 P aF WASH T H SC ESGN B D/R CHE KED 12 22 15 0
<br /> �� ��� TOOLING DETAILS w25483�7 0 12/22/15 \
<br /> / / ��` �� SPECIFICATION IS APPROVED AHM 1 Z ZZ �5 SHEEr �
<br /> �OE,�� /' � BRPNARCHITECTS pP6 12 22 15 T�T�E BOEING 777X CWC BUILDING �
<br /> ENGINEERS ING APPROVED BY DEPT. DATE S 5 0 2 12 �
<br /> No.3�3� CHECKED
<br /> � � �, BUILDING 40-05$ Y
<br /> `��',� o APPROVED JOB N0. COMP N0. ''`�
<br /> . �
<br /> /cqTF OF pUTN��\�P APP OV D STRUCTURAL MASTER EVERETf, Wq °wc Na 40-058—S502-12 �
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