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(6)3/4"fZ�A325-N W/WASHERS. <br /> FINGER TIGHTEN NUTS AND <br /> PEEN THREADS FOR SLIP <br /> (6)3/4"f?�A325-N - <br /> FOR SLAB REINF. SEE PLAN I I (6)%$"f7�A490-N TYP. <br /> —"_ PL%2"x12" <br /> FOR SLAB REINF. SEE DETAIL 1/S502-18 � <br /> 3„ <br /> � SEE DETAIL 1/S502-18 1l4 3-12 4 _ <br /> c.� <br /> �i,a, CL . L6x3%x5/6 EA. <br /> POUR STOP BY METAL TO HK SIDE OF WEB — <br /> aECK SUPPLIER � � I i� � I I I <br /> % �' � <br /> u' � � � � � � ��� <br /> s � � J <br /> SEE PLAN FOR <br /> MIN. 3/$" CONT. BENT PL <br /> ADD'L BARS <br /> 114 3-12 %8" PL <br /> � . <br /> �is"x1 �/a°LONG (3)%a"QJ A325-N <br /> SLOTTED HOLES 2 @ 3" <br /> ERECTION SEAT <br /> �1�� <br /> 3116 <br /> 2 <br /> SEE PLAN <br /> SECTION A SECTION B SECTION � <br /> SCALE:1" = 1'-0" S502-2 S502-15 ,� _ �_ �� C SECTION <br /> SCALE:1 - 1 0 5502-2 5502-15 D <br /> SCALE:1"= 1'-0" S502-3 S502-15 SCALE:1" = 1'-0" S502-2 S502-15 <br /> S502-3 S502-3 S502-3 ' <br /> S502-4 S502-4 <br /> I I <br /> I( <br /> I I <br /> 1/4 II <br /> II . <br /> (I 5-� <br /> PL%"x12" II <br /> FOR SLAB REINF. #4 @ 6"O.C.,T. <br /> _ I SEE DETAIL 1/S502-1 d <br /> (3)3/a"f?S A325-N —� v 3��CLR. <br /> I NOTE: I Mi� 4 HOOK <br /> � <br /> I I I�) I I FOR BRACING , - EDGE FORM BY METAL � <br /> � � � �) CONNECTION NOT � •��� � �� � • �� ���� � • DECK SUPPLIER <br /> SHOWN, SEE <br /> �I SHEET S502-5 �� - <br /> 3/16 Mi�r U <br /> II �2�3�4��0 A325-N <br /> II ��� PL <br /> 3/16 3116 <br /> 1/4 II <br /> SECTION E SECTION <br /> F <br /> SCALE:1" = 1'-0" S502-2 S502-15 SCALE:1"= 1'-0" S502-2 S502-15 <br /> S502-3 S502-3 <br /> S502-15 S502-4 _ _ <br /> r � <br /> I� 5i16 � <br /> I STANDARD SHEAR <br /> 4 7 ° fZ�A490-N ��4 II � � � CONNECTION. SEE <br /> � � �8 �I PLAN FOR REACTION <br /> T&B FLANGE �3x3�4 DECK I <br /> I PL�2'x12"T&B FLANGE <br /> �� SUPPORT, TYP. I <br /> PL%"x13%"T&B FLANGE <br /> I 1" EXPANSION JOINT (6)1"�A490-N T&B <br /> MATERIAL AL� FLANGE <br /> ( AROUND COLUMN I <br /> I 1/4 I <br /> � ' <br /> � I <br /> II E <br /> STANDARD SHEAR II 502-1 I <br /> CONNECTION. SEE <br /> PLAN FOR REACTION <br /> �I <br /> NOTE: Qp,UL Bq�q <br /> FOR BRACED FRAMES NOT SHOWN, SEE SHEET S502-5 FOR BRACED FRAMES NOT SHOWN, SEE SHEET S502-5 .� . ��p�pE W ASy� �'yv <br /> DETAIL � "�r ' c�°`� - <br /> � DETAIL 2 DETAIL : - 1 P��2-2� , � � <br /> 3 . ' ` <br /> SCALE;1" = 1'-0" S502-2 S502-15 SCALE:1"= 1'-0" S502-2 S502-15 � - <br /> SCALE:1' - 1'-0" S502-2 S502-15 �� �� 4�.-.�`��� � �� � � � � <br /> 5502-3 S502-3 S502-3 � F �URA L � ��`' � 6 1 2 ,�' <br /> S5o2-4 S�o2-4 94� SW 1 bfih Street Suite 3�7 �S��NAL E�'G� a <br /> » � » cV <br /> RCtI�OCI� Wasfiingtan 98057 David P. Balawajder 1 = 1 -0 0 <br /> WA PE 28184 � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a, <br /> oF wnsy� ACCEPTABILITY CLP 12 22 15 0 <br /> � � ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 y�P�`` N�roy THIS DESIGN AND/OR AHM K � � TOOLING DETAILS W2548317 O 12/22/15 � <br /> N <br /> SPECIFiCATION IS APPROVED 2 22 �5 SHEET � <br /> BOE,��� BENGIEERSINC.S APPROVED BY DEPT. bATE DPBN 12 22 15 TITLE BOEING 777X CWC BUILDING � <br /> No.3�3� CHECKED S 5 4 2 15 � <br /> � �, �, BUILDING 40 058 Y . <br /> U <br /> cp <br /> ��,�, o APPROVED � JOB N0. COMP N0. � <br /> cqrF OF pU�N��\�P APP OV D DWG N0. N <br /> STRUCTURAL MASTER EVERETf, WA 40-058-S502-15 <br />