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�� �� <br /> I SIM. ' <br /> 3��" ( ( 2-2 (12)1 3/4'fl� F1554-105 AR'S <br /> 2-0 <br /> ��.8�� <br /> $�� 7�� ��� 5�� 7�� 8�� <br /> 3�� 7�� ��� 3�� --�— ��� $�� $�� 4�� <br /> 3%"x7%"x1'-3" o <br /> SHEAR LUG (A572-50) � <br /> 114 � <br /> 1 _ � <br /> (4)3/4"f7S F1554-55 AR'S _ (8)1 %" f?� F1554-105 AR'S _ (4}1 3/4'f1� F1554-105 AR'S 3�8 h <br /> z., SEE DETAIL 8 THIS SHEET v �;� <br /> _ � , <br /> � _ � T - - <br /> o _ "r, - M - M <br /> - _ - _ — c? — p _ c'� — <br /> � � r. _ L7 r.. - <br /> c� <br /> 502-2 ``' ' <br /> � _ _ - — — I � <br /> r r',� r-�cV _ <br /> A �- � `�� <br /> 1%s'Q) HOLE,TYP. 502-2 <br /> W10x49 (SEE PLAN 3 „ 2 3/4"f7� HOLE,TYP. <br /> FOR LOCATIONS} BASE PL3x15x3'-4° 2 /a Q1 HOLE,TYP. 2%4"QJ HOLE, TYP. " <br /> 6�� 7�� 7�� 7�� 3�� 3�� 42 <br /> BASE PL1%$x12x1'-8" (A572-50} 3�g BASE PL2x15x2'-0" 3" BASE PL(A572-50) <br /> (A572-50) <br /> (A572-50) 5 6 1 <br /> 2�_6�� 72�� <br /> NOTE <br /> BLOCK OUT WALL BELOW AT AR LOCATIONS. <br /> POUR BACK AFTER SOFFIT PLATE IS INSTALLED <br /> BASE PLATE DETAIL (BP-1 ) � BASE PLATE DETAIL (BP-2) 2 BASE PLATE DETAIL (BP-3) 3 BASE PLATE DETAIL (BP-4) 4 <br /> SCALE:1"= 1'-0" S502-5 S502-20 SCALE:1"= 1'-Q" S502-5 S502-20 SCALE:1" = 1'-0" S502-5 S502-20 SCALE:1" 1'-0" S502-5 S502-20 <br /> OF COLUMN <br /> (1,� � i . <br /> WA B LO ( . <br /> 9° � <br /> I SIM. � <br /> EDGE OF SLAB ( OF COLUMN <br /> � A 9 <br /> �2�2 BASE PL 3x15x3'-3° 9„ OF COLUMN <br /> I � (A572-50) A <br /> 502-2 <br /> _ � SIM. <br /> ��`V � EDGE OF SLAB <br /> �' (10)1 3/4'f7� F1554-105 AR'S EDGE OF SLAB BASE PL 3x15x2'-6" <br /> (A572-50) <br /> BASE PL 3x15x2'-6" (8)1 3/4"0 F1554-105 AR'S <br /> � � � 318 (A572-50) - • <br /> �n <br /> (6}1 3/4"0 F1554-105 AR'S 1!2 <br /> _ "'� I "' �' <br /> M � 3l8 <br /> �n I Cn �, SIM. <br /> — — `c' — <br /> ;t, '-2%4"fZj HOLE,TYP. �`.o SHEAR LUG 3�/2"x7%2'x1'-3" N "' S02-2 <br /> � (A572-50)SEE SECT _ <br /> � "' A/S502-21 FOR DETAILS _ � <br /> �n I � C ir, , <br /> C 502-2 <br /> � �iN 502-2 - <br /> `r' � � 2%4"f7� HOLE,TYP. , <br /> %4"x2"x2"WASHER <br /> � SHEAR LUG 3%2'x7%2'x1'-3" � Z 3�4�� HOLE, TYP. <br /> � (A572-50}SEE SECT I I <br /> � ( A/S502-21 FOR DETAILS I 2" NON-SHRWK GROUT <br /> 4��� 3�� 3�� 42�� � I 41�� 41�� <br /> 2 3�� 3,� Z .. <br /> � 41�� I I 41,� � TACK <br /> � 2 ° � 2 <br /> ��_3�� � <br /> 1'-3�� <br /> I1"3�� , <br /> BASE PLATE DETAIL (BP-5) 5 BASE PLATE DETAIL (BP-6) 6 BASE PLATE DETAIL (BP-7) 7 3/4"� ANCHOR ROD DETAIL 8 <br /> SCALE:1"= 1'-0" S502-5 S502-20 SCALE:1" = 1'-0" 5502-5 S502-20 SCALE:1"= 1'-0" S502-5 S502-20 SCALE:1"= 1'-0" S502-20 S502-20 <br /> Q p,UL Bq�� . <br /> �����E W Ash'�,�qv <br /> . <br /> a�' �r ��`O� <br /> � 4: � 3 P 2-21 ' � �- <br /> � � <br /> � ��`�/'�� 4����'� <br /> ' ��S��NAAL ���� �, 6„ � , 2, 3, a <br /> goo sw � btn stre�� su�te 3a7 <br /> N <br /> Renton, Washin�ton 98057 David P. Balawajder 1 " = 1 '-0" o ° <br /> WA PE 28184 � <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�� "�To H SC ESGN B D/R CHPCK D 12 22 15 \ <br /> °F WASH' TOOLING DETAILS W2548317 12/22/15 � " <br /> � � SPECIFICATION IS APPROVED AHM 12 22 15 SHEET M <br /> BOE,��� BENGINEER INC.S APPROVED BY DEPT. DATE DPB R �2 22 �5 T��"E BOEING 777X CWC BUILDING � <br /> No.a�s� CHECKED S 5 0 2 2 0 � <br /> �F �, BUILDING 40 058 Y <br /> P� o APPROVED � JOB N0. COMP N0. � <br /> /cqTF OF AUTN��\�P APPROV D DWG N0. N <br /> STRUCTURAL MASTER EVERETT, WA 40-058-S502-20 <br />