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I �OF COLUMN <br /> � 7 �'� �*� <br /> I � . <br /> / / PROVIDE STYROFOAM 9° <br /> OVER COUPLERS FOR � �=iN <br /> 3�$ / / FUTURE ANCHOR RODS � - - � � <br /> � Y I I,� � <br /> r��`���� t�Q'� / � / � � %a"x4��x4�� � � / <br /> oP�����5�+�-y� h I � � � � � o WASHER,TYP. � � / / <br /> ��;.�PP���Z`5 �5�� / / z � � / <br /> '� � � '� 5/16 AT HS x4 SS &HSS5x5 N ���� \ � <br /> ti ,�P Q, v� �� ��/ r/� / \ / � <br /> � � 3/16 � INSTALLED AT BOOTH <br /> `� ;� 1/2 AT Sx LL <br /> � <br /> 1/4 S 3/ � � � � � � � °I � a � / #1 &2 ONLY <br /> / <br /> � � � a � / <br /> 112"x3"x3"WASHERS AT 1-1/4"DIA.AR'S, / / SHEAR LUG BEYOND "— � � —� � � a : � � . <br /> 5/8"x4"x4"WASHERS AT 1-3/4"DIA.AR'S, <br /> (PROVIDE B�OCK-OUT a I I I q � � <br /> 3/4"x5"x5"WASHERS AT 2" DIA.AR'S � FOR FUTURE COLUMN) �� �� ���a ° a � a 4 \ 1 EXTEND COLUMN TO <br /> � r„ 5/16 I N� � ° � � (*)COORDINATE WITH <br /> � FULL HEIGHT FOR <br /> ,�oo �A PROVIDE,(2)#4 TIES ;�I (� I �I <r a 1�RCH FOR Di�l DOOR FRAMING OF <br /> \ � BOOTH#3&4 <br /> W.P. SLIAB'OR WALLOP-0F ' � ,� ' � a � <br /> * / I I I ° � � \ / <br /> � PLATE"A" EACH SIDE � Q � � � <br /> 3�2"x7 y2"x1'-3"SHEAR �' <br /> OF BRACE I.�tI ' W <br /> LUG (A572-50) NOTE: a � � <br /> FOR ADD'L INFO, SEE a Z <br /> *2X PLATE THICKNESS + 1° � `f I L a � � X Q <br /> SECTION A/S502-21 � I I ° , ' a a <br /> � / \ o <br /> I-1 --� ` � � � g <br /> 7/8" PL AT HSS4x4, HSS6x6, HSS3x3, &HSS5x5 ° <br /> 1-1/4" PL(A572-50)AT HSS8x8 � �j /� �� / � ,� / PVC SLEEVE � —T PROVIDE THREADED /� �� v�i � • <br /> ( r/ � COUPLERS AT FUTURE / \ Z <br /> �,�,N / ;,' / � � ;; a #4 TIES @ 6"O.C. ""t`''I' - <br /> �/,Y� /,I �� � �� I /rf f // � � � ( � ANCHOR RODS / \ �' <br /> /, /, �/ // �� �� � '� ° <II II a AT#11 VERT. BARS ° � C � � a <br /> a �) ��� �) �� /�, �� �� �� ° ° a ° a �� �� �� � � a 4Q ° I_I _� �/ \� <br /> ' a �� I �� �� � �� %i , Q �� � �� a z ° a �� �� �� �� a a � �� � SEE SECTION <br /> � d // �� �� 4. ° _ � � � c ° �� �� ° a c�� �� 6 � � � . � � F/S502-7 FOR // �\ <br /> � a 4 c n p a � a _ � � � W A L L R E I N F. <br /> 4 Q �� �� �� �� �) �) �� o ° a z � a �� (� �� (� a o 4 � � <br /> 4 Q G � II• II �I II .J .II I � � (I Q � . � � � � Z � . . G � .� . d � - II II. 4 ..Q .II II'� - . � � Q � � M "� I I � <br /> � � <br /> � ° Cl'�II �I .�I � n II II II ° � � °� II I! 6, II II ° � � � (8)#11 @ T�O.C. E.F. ** / \ <br /> � � . II �II . 'I I� � � . (I. II 4� �II II ti . � � � � � � � � �. � � . � II II � . �I (I � � 4a . �� .4 � np / � . <br /> � I I I I I I I I �, I I I I I I I n ° NOTE: � I� (� I I I I � � � <br /> a4 °Q � �� ���,� �� ��o �� �� � �P � a BLOC�KOUT OR UTUROVIDE a ° ° G {, a (� � �� ,, Q � �� ( �) � i �� �I TACK � ' a a a a °a a a aa ° ° °a a � a _ . <br /> a II II II II I'E �II I� F.P. SHEAR LUG r�rP.ALL II II n II II � � q Q f` l . I � � a a a a a a ° a � � �,a <br /> ° d a I f I'11 I I I I IQ a I I I I I I I I I I �� � �° BRACED FRAMES Q ° �I I I I a I I I I ° a a ° � � � � a ^ ` ` � °° Q � ° �a ° a � <br /> `a a c <br /> a II II II II II II QI�" �I a , � �' ' ** PROVIDE MATCHING DOWELS INTO � <br /> � a I� �II ° II II a I) <II I) O a � � /// / � � � MAT FOUNDATION. LAP 5'-0" 2 <br /> � <br /> � � � EMBED PL y2x12x1'-4"W/(4) TYP. <br /> � � i,,� ��� � " ,� � � 3 �� �� � x <br /> ///�� ' ��� / /��� //� �� / /� FORMED KEYWAY PL 2x15x2'-0" 1� <br /> /4 X0x8 LG H.S. <br /> (A572-50) �P. <br /> PLTO MATCH BASE PL SECTION B SECTION � SECTION p <br /> PVC SLEEVE DIMENSIONS(A572-50) <br /> SCALE:1" = 1'-0" S502-20 S502-21 SCALE:1" = 1'-0" S502-20 S502-21 �_ �� <br /> SCALE:3/4" = 1 0 S502-5C S502-21 <br /> 5502-2 <br /> NOTE: <br /> PLACE ADDITIONAL REBARS ON EACH SIDE OF SHEAR LUG EQUAL TO INTERRUPTED BARS <br /> (4) 1"DIA.A490-N @ HSS3x3 ' <br /> S c�I I O A I — 2" 3° 2" (6) 1" DIA.A490-N @ HSS5x5 <br /> G 1 V A 5/16 5/8"SPLICE PL EA. �\ + + �+ � + } /� <br /> SCALE;1"= 1'-0° S502-20 S502-21 SIDE OF WEB (A572-50) <br /> s � <br /> ¢ SFRS �NDICATES SEISMIC FORCE RESISTING SYSTEM,ALL SFRS ��'""�,� W p �� �P 5/16 00 �0 1/4 �P <br /> � WELDS ARE TO BE MADE WITH FILLER METALS MEETING THE � �� — — — �o' 'ooa <br /> FOR B�AM, <br /> REQUIREMENTS OF AWS D1.8,CLAUSE 6.3 �� �P 5/16 0�� PZ 3p SEE SHEET S502-5a <br /> � 3 � p�° _ � � e <br /> 9� � � <br /> / <br />� � � � ��� iii i i i ii i r i ii <br /> c� FOR BEAM, � W12x120 <br /> �� / / PZ 1/4 AT HSS3x3 SEE SHEETS — — ; � <br /> ( � � / 5116 AT HSS5x5 S502-5&S502-5a ; HSS6x6 <br /> s� � � i � 0 4" INSULATED PANEL, SEE � <br /> 'AS I � T"' � „ „ \ 5/16 ��0° / \ 30�� ARCH'L DWGS FOR DETAILS ; <br /> TYp / PLATE A EACH SIDE OF * i f <br /> \ \ BRACE I � <br /> \ FOR BRACE PZ ; I <br /> \ � � �, X � \ SEE SHEETS �o 0o PL"A" EACH SIDE � Z � <br /> \ cn c���- � 1:3,�HS \ \ S502-5&S502-5a �ooa �o. OF BRACE, TYP � w � <br /> \ � �c.� ��,-�- 5/16 1/4 �yss3k3 � z o ; <br /> N � � SXS PLATE "A" EACH \ FOR BRACES, o � � <br /> \ „� @� 7/$" PL � � HSS10x4x/8 � <br /> PLATE"A"EACH \ c / FOR COLUMN, SIDE OF BRACE � SEE SHEET o u.. 3 � <br /> SIDE OF BRACE \ � � � 15A / 112 SEE SHEETS / � B' S502-5a � v � ��_�5� <br /> / 5l16 �HSS4x4 S502-5 8�S502-5a *2x PLATE THICKNESS+ 1" � �' �" � « Q 8 <br /> @ C / 7/8" PL, TYP. \ <br /> 00 � /30,p�o 7/8"PL(A572-50) D G���� 2 <br /> \� �,�' �\�, SCALE:1°= 1'-0" S502-5a S502-21 *2x PLATE THICKNESS + 1" � � 4 <br /> 5116 1'-0" � � <br /> 1/2"x3"x3"WASHER,TYP. W P I 1l2 @�SS6X6 D ETAI L 4 <br /> _ � 3l8 @HSS4x4 SCALE:1"= 1'-0" S502-5a S502-21 <br /> 5/16 W�P� � REMOVE CONCRETE FOR LUG � HEADER <br /> � HSS10x4x%e HSS12x4 4 <br /> 4' 7" 7" 7" 4" z � INSTALLATION PL"A" EACH SIDE 3 <br /> OF BRACE,TYP * HSS10x4x/8 AT <br /> 7(8"GUSSET PL z 5/8"x4"x4" <br /> Z -{' 8� g y. BOOTH#1 &2 ONLY <br /> I o WASHER TYP. � E- \ .�' „ „ '�. <br /> � � z � z � �• 114 TYP � <br /> � � <br /> ' � ,"�� / i�i� � � O C9 � % <br /> � Z � <br /> ,� //,�;��%,�����,E��/,E%� �� N \ -nrP � � % <br /> � � � � a � ���` (� a� �� � �� 4 �%� �� �� ��� � � � �j�/ � � � 5/16 FOR BEAM, 502-2 � � � <br /> � o � ° �� .�I �� (,I %` I ��I � � � � f ��J �� �� ��' �; ° ="' TYP 5/16 00� `�Qoo SEE SHEET S502-5a " � <br /> a � � II I� �I I� � I � � ° ��_I I I I I � � � 11 �1f �61 � 11 �; � � � PZ � � p� ; � <br /> � G �I l� �I I� o � <I I u l I a � I I I I Q --I I I I � ���� �� , � � � �� �% <br /> , ° a a a �I k�a �I I� � I I 4 I I I I II II II II � � �, NON-SHRINKGROUT W12x�2 <br /> � � F O R M E D K E Y W A Y � �I I I I I �I a z <br /> II I >I a a I � � � I II <br /> � �� (� �� �� �I (� SHEARLUG � a I <I1 I� ( 4 � � F.P. — — — — — ` <br /> � f � � � � � � °4 ° �� �� a �� � � ¢ P <br /> � � � � ( � � � � � <br /> ° QQ ° �I I� °:,�I I� � �I I� � I I a I I II If FI� Ii� "' . ��I , „ S502-11S502 � <br /> Q � � � °,� � 4 S C A L E.1/4 1-0 <br /> ° I I �I( I I I( a C O R E D R I L L T H R O U G H S502- <br /> � � v ( � � � � � � ( � �o PZ � � PZ p <br />� � a 4 ° �I� � (� i� ( �I U a i� � �l Q a �. I ( �,a ,�� �� �I II � 6Q. EXISTINGSLAB 'poo �oo �. <br /> � I � al I a I I I< la I I IIIII IIIII <br /> � � � a <� � „ � � � � I � Ct`�� �� �� �� a . 7/8" PL, TYP. SEE SHEET S502-5a <br /> /:�%/ �� .�' / /r;-,� � ' � � < a � � I!, I I I I �I I � � � �� � � � � �' 2' 4' 6' 8' 10' 12' � <br /> PVC SLEEVE PL 1-718x22x2'-5"(A572-50) i �� i � ///,'; //,'; /f% � � * * ,�, � � 4" = 1 �—��� <br /> I I � �, 8 �, � / <br /> ° � � n) �� PL 3x17x1'-8"(A572-50) y <br /> *2x PLATE THICKNESS+ 1" QPV� Bq�,y <br /> NOTE: � I I Q I I �\p�OF W A Sy�y y� 0' 6" 1 ' 2' 3' 4' <br /> PLACE ADDITIONAL REBARS ON EACH SIDE OF SHEAR LUG EQUAL TO INTERRUPTED BARS ,` �,�p� <br /> oavi r�� w o <br /> SECTION E SEGTION F DETAIL � 3/4" _ � '-o" <br />� SCALE:1"= 1'-0° S502-20 S502-21 - „ _ _ 3 www.brph.com Copyright o2017 �� 184 �� � , „ , , , <br /> SCALE:1" - 1'-0" S502-20 S502-21 SCALE:1 - 1 0 S502-5a S502-21 Architects, Engineers, Constructors �c`'fsT RAL �-�G��J�`'� � 6 1 2 3 ¢ <br /> 19020 33rd Ave W,Suite 530 State of Washington �Dlyq� �,� N <br /> Certificate of Authorization <br /> Lynnwood,Washington,98036 Architecture No.603235512 David P. Balawa der �� — � �� o <br /> 425-921-3500 Engineering No.3137 WA PE 28184� 1 — 1 -0 � <br /> SYM REVISION BY APPROVEO DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o, <br /> oF wnsy, ACCEPTABILITY CLP 08 08 17 0 <br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 5 REVISION - RELEASE 43 (PANEL PAINT� CLP AHM 05 17 16 ,�P��` N�ro THIS DESIGN AND/OR HEC ED TOOLING DETAILS W2548317 � 08/08/17 � <br /> / , � � SPECIFICATION IS APPROVED AHM 08 08 17 SHEET � <br /> 1 REVISION — RELEASE 34 (PANEL PAINT) CLP AHM 01/15/16 6 REVISION — RELEASE 50 (PANEL PAINT) CLP AHM 08/23/16 � BRPHARCHITECTS TITLE � <br /> BOE��� EN�iNEERsiNc. APPROVED BY DEPT. DATE pPB o$ os �� BOEING 777X CWC BUILDING <br /> Z REVISION — RELEASE 36 (PANEL PAINT) CLP AHM 02/09/16 7 REVISION — RELEASE 72 (PHASE II — PHP) CLP AHM 08 08 17 N0.3137 CHECKED S 5 0 2�� 1 t; <br /> � � �, � BUILDING 40 058 � <br /> 3 REVISION — RELEASE 38 (PANEL PAWT) CLP AHM 03/08/16 `�P� = APP OVED � JOB N0. COMP N0. M <br /> '�i P'�� Y . <br /> 4 REVISION — RELEASE 42 (PANEL PAINT� CLP AHM 05�03�16 cqTF oF Au1K°�'�� APPROVED DWG N0. N <br />� STRUCTURAL MASTER EVERETT, WA 40-058—S502-21 <br />