Laserfiche WebLink
; ..__.. __ ... ._ __. .__ ._ ._ _ .. . <br /> S <br /> , f_ I . � � ( � . <br /> � <br /> � � � II II � � � <br /> �� II � o � o II �� � <br /> il � ¢ F F � Q p � <br /> � / �� 502-2 502-2 �� / � <br /> � II q � <br /> /, <br /> _ ����..——�..� � ��� �..�..� �..�� ��..���—— � ��..��� �����.�� ��..a ,��.�.� — <br /> � w�aXao � <br /> � � � <br /> j ��'7�16�� X > ��-7��g � <br /> � � o � <br /> � � C II � � � ¢ II C � � . <br /> / 502-2 HSS6x4x1/4 (� � ¢ HSS6x4x114 HSS6x4x1l4 �� HSS6x4x1/4 / <br /> / 502-2 j <br /> �� HSS6x4x114 HANGER HANGER HSS6x4x1/4 �� <br /> / HSS6x4x1/4 - - �� B/TUBE EL.131'-1" B/TUBE EL.131'-1" �� HSS6x4x1/4 � <br /> / <br /> � <br /> � <br /> � � � ` � <br /> � � � <br /> � — .� _. �. —_ v �. �--�� � �-�-�. � �-.�-� � �. ._ _ � � __._ � <br /> � � ! <br /> � <br /> � `� , � E W12x40 p <br /> , , �„ <br /> � 502-2 TYP. TYP. 502-2 <br /> I TYP. 502-1 I , <br /> 2 PLC'S 2 PLC'S FINAL DIMENSIONS TO BE 2 PLC'S � � <br /> 1'-6�" BASED ON SHURE STAR ��_6 4�� <br /> FINAL DOOR DESIGN NOTE: <br /> 4'-0" * * 4'-0" DIMENSIONS&ELEVATIONS OF DOOR <br /> JAMBS&HEADER REQUIRE AN <br /> 13'-4 g° INSTALLATION TOLERANCE OF 1/16"+/- <br /> A <br /> 502-5 <br /> ENLARGED PLAN - SOUTH DOOR FRAME � <br /> SCALE:3/4" = 1'-0" S502-1 S502-2 5502-3 S502-4 S502-26 <br /> S502-1 a S502-2a S502-3a S502- ' <br /> W14 BEAM, 3'-2" <br /> SEE PLAN <br /> I � W18 BEAM, W12 BEAM, <br /> 1 1l2° � � SEE PLAN SEE PLAN <br /> 6�� 2�� <br /> - � 1i4 3 SIDES i I i <br /> ;, I I 1I4 <br /> HSS6x4x1/4 Typ, <br /> N METAL PANEL ( I <br /> WALL � ( 1/4 � L4x3x5/16x0'-6"�G(LLV� • <br /> �r, - - - - - - - - - - -- - - - - - - - - ' <br /> CONT.PL GRIND i i I _ <br /> N 3/8"x5",TYP. � 3-12 FLUSH 1/4 I ' � <br /> �, BASEPL3/4x5x1'-3�' // -- -- - - — — � ( W,P. � - - - - - - - - - - - - - - - - - - - - - - <br /> _ B �, HSS6x4x1/4 —— — — — I _ <br /> � � L3x3x5/16x0'-6"LG � � <br /> � � � L4x4x5116x0'-8"LG <br /> 502-2 — � � � I I HSS6x4x1/4 <br /> SECTlON A 3/16 3-12 N -- - - - - - - - - - - - I I 1/2"CLR. � — 1/4 - -- - --- - — <br /> SCALE:1 1/2" = 1'-0" S502-5c S502-26 ( � I i 1/4 <br /> METAL PANEL i i � � � B/STEEL <br /> WALL I I <br /> CONTINUE HORIZ. � � I —— — — — — — � _ _ _ _ 4„ EL.131'-1" <br /> � � 6�� ( <br /> REINF.TO TUBE / I I ' ' ( <br /> CONC.CURB,SEE 1"CLR. � � � ( HSS6x4x1/4 <br /> H/S502-12 FOR DETAILS � � � � � I � I <br /> � � � f I <br /> ( � <br /> —— <br /> —�------�---- � � <br /> � � i i ���NON-SHRINKGROUT SECTION � SECTION (TYP. TUBE TO TUB CONN.) o SECTION E SECTION F <br /> � � -% � � % � � T�g�qg SCALE:1 1/2"= 1'-0" S502-13 S502-26 5502-26 SCALE:1 1/2" = 1'-�" S502-26 S502-26 SCALE,1 1/2"= 1'-0" S502-26 S502-26 SCALE:1 1/2" = 1'-0° S502-26 S502-26 <br /> � � � I I I ( EL.100'-0" . <br /> °) � II � II <br /> a ) a � � � I UQ <br /> � � II II ' � <br /> I ° I � � <br /> I u u <br /> � � a 3l4"DIA.ADHESIVE <br /> I � ANCHORS <br /> SECTION B <br /> SCALE:1 1/2" = 1'-0° S502-26 S502-26 <br />� <br /> QPUL 8q�� �, 6„ � , 2, 3, 4, <br /> ��p��F W A Sy� �'yv <br /> f ~ � c��� <br /> oA�� �� ,N o 3/4" ^ 1 '-0" <br /> _ �, <br /> � <br /> www.brph.com Copyright o2017 � <br /> � �i s4 �� e- 0' 6" 1 , 2, <br />� Architects, Engineers, Constructors '�Fss� RAL ��G��`��` Q <br /> State of washington �NA L E� <br /> 19020 33rd Ave W,Suite 530 1 1 /2�� _ � �—��� N <br /> Lynnwood,Washington,98036 Certificate of Authorization .— <br /> 425-921-3500 Architecture No.603235512 David P. Balawajder o <br /> Engineering No.3137 WA PE 28184 ap <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a, ' <br /> oF wAsy� ACCEPTABILITY CLP 08 08 17 0 <br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12�20�16 ,�P�� N�ro THIS DESIGN AND�OR ' 'K �o TOOLING DETAILS W2548317 1 �$��8��7 \ <br /> � � SPECIFICATION IS APPROVED AHM 08 08 17 SHEET '� <br /> 1 REVISION – RELEASE 72 (PHASE II – PHP) CLP AHM 08/08/17 BOE,�� � BENGINEERSNC.S APPROVED BY DEPT. DATE DPB 08 OS �� TITLE BOEING 777X CWC BUILDING � <br /> No.3�3� CHECKED S 5 0 2 2 6 � <br /> � BUILDING 40-058 " <br /> � <br /> �,�� o A PROVED JOB N0. COMP N0. � <br /> � <br /> F/cqrF oF AUTNo`���P� APPROVED DWG N0. N <br />� STRUCTURAL MASTER EVERETT, WA 40-058—S502-26 <br />