3003 W CASINO RD 2017 BLDG 40-58 Plans 2022-11-09

� �.�o �.�� .�o �.�� .�o �.�� .s L E G E N D � . 25'-0" 25'-0" 25'-0° 25'-0" 30'-0" 30'-0° Q 31'-0" � TI STEEL ELEVATION=120'-7" SFRS INDICATES SEISMIC FORCE R�SISTING SYSTEM.ALL SFRS WELDS ARE i � � � I � ' I � r A I s � { � � � I � W � � I ' � � I — �.75 AWS DMS,DCLAUSE 6I3LER ML�ALS MEETWG THE REQUIREMENTS OF ' f �2 W12x79 2 CANT. � S502-14 3'-0" � I I I I � � �� C10x15.3 � 2- " BRACED FRAME.SEE � G E N E RAL N OTES � 3'-8" BUILDWG STRUCTURAL O° - A STEEL DWG'S FOR DETAILS 1. (_)INDICATES NUMBER OF UNIFORMLY SPACED 4"DIA.x 4°LONG � o� 502-1 HEADED SHEAR STUDS ( X � � � � � j '! - � 0 -1 N � �? 2� 2",20GA,COMPOSITE METAL DECK W/3"CONCRETE FILL.TOTAL SLAB � � — �- -- X � � M THICKNESS=5".T�STEEL ELEVATION=120'-7".SEE DETAIL 1/S502-18. Zo � BF-12 4 W1 79 1 3. (*)INDICATES TO SEE BUILDING STRUCTURAL STEEL DWG'S FOR SIZE. • 20 � 20K I I I I E I � � � � � PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER. � � E D � o $„ 5. FOR COLUMN SIZES SEE SHEET S502-1. 502-1 502-1 � 2,��„ � 2"�20GA,COMPOSITE METAL DECK.T/STEEL ELEVATION=120'-7" Y (3 CONCRETE FILL TO BE PLACED WITH BOOTH#3&#4 I � � I 1 I I ! Y � Y 0 � CONSTRUCTION) 20K� W12x79(15) "' � � � � � � J " y � �` ` �" � -' � `-" � � �" � � � - � 7� 4"HOUSEKEEPING PAD, SEE DETAIL 2/S502-18. a 40K : � � N _ � 8. (_K)INDICATES ULTIMATE FACTORED REACTION IN KIPS. � � � o Z�-4" " 2 . I ( i ( I I I I v = � 9. COORDINATE ALL SLAB PENETRATIONS WITH M/E/P FOR SIZE AND 'I � � � '-' m c'S � 502-1 FINAL LOCATIONS. <- SIM. TBF-13 TYP.6 PLCS � � 2 PLC'S 10. CONNECTIONS NOT DETAILED ARE TO BE DESIGNED FOR THE 3 � INDICATED REACTIONS BY A LICENSED DELEGATED ENGINEER. � � � � � � � � 502-1 TBF-7(15) Y � Y � BELOW N � M 11 PROVIDE 1/2"EXPANSION JOINT MATERIAL AROUND PORTION OF � _ BRACE AND GUSSET PL EMBEDDED IN CONCRETE.TYPICAL ALL $° o � `-� `_�' BRACES. `` r" o � tl' � r M M m � � X � 12 HSS6x6x114 ELEVATOR DOOR FRAMING,SEE SECTION A&E ON ( � ( � � � Y �� Y � ) �I� S502-18 FOR HEADER ELEVATION AND CONNECTION DETAILS. I � 25K � 25K Y W12x79(15) � � M SIM. A A I � I ( � TBF-13 � � I ( I I 502-1 502-1 � � SIM. v � / M _ _- -- �_ � _.. _ _ _ _ _ _ _ - -� _______ �. _ _ _ _ � _ _ _ � _ — K.25 I � � I I I I I m � _ � 2 i H W12x19(8) � 3 9 502-1 -�yp,AT BUILDING �yp, 502-1 COLUMNS(3 PLC'S) 4 PLACES � v 2'-9" I � � I i I I I � �—y X � � N CONSTRUCTION NOTES 2'-a° � � �, 7 Y BF-12 W12x79(15}" 25 2'-11" N I M � � --�-- � � � � a 25K ^ �� ' � SIM � �I� � � � � � � � �� 5D� o U C6x PROVIDE FORM SAVERS � I BF-12 � I � � � � � � ( I � °° � r�'`� � � -- — — ---------� — -- -- �._ _ _ __ _ .�.�_ _ _ � _ _ ' BF-2 25K W12x79 15) 25K T/SLAB � (� � EL. 121'-0" • C° `'' (6)#6 @ 3"O.C,ADD'L(LAP I � � ! � ' I o 3'-0"),SEE A/S502-15 � o _ � _ � _ _ � _ _ _ i _ _ _ f _ _ _ j _ _._._ ! _ _ ' _ ._ _ N � �I_ — — — — K.50 . . . . 1 � qi'nn tp ni'nn . J 7 G 7 � 20'-3" I W12x19(8) � � , „ , „ 11'-11�� REFERENCE DRAWINGS � � � ( � � ) � a, 9-1 9-10 2 _ �N ' 2 EQ.SP. 2 EQ.SP, � I" � � � � ( � `' '�,; � d? N �� SIM � � I a � � � � 7 � � B 5 2-1 O.H. ��_4�� � I � � � TYP 8 TYP AT H ,n ' ` I I I I � ,�., 5 0 2-1 I � PL�C'S � OPENINGS 502-1 v !I � 502-1 � M Y W10x68 BF-6 �;, ;i � 2 -- -- _.._ � � _.. r - � � � � _.. � � 2 K� " W12x79(15) 25K �� o �� 10K o o � H, �o i I � I I � � � BF-2 0 �j/ Y � � o `�' � . � qI ' I 502-1� � � ��'j . a-- r 2 � � � �y N ' � I I I I I I `�� � u- 8�� o � WT6x9.5� ' � � WTX ,5 o Y 'S � � �� ' i ( ' �1 0 � �� :� � � 25K � 25K Y � W12x1 � W1 10K � I � ( �I _ � _�— � � � � � � � � .�}�___ _._. �. � -}- - BF-2 Y W12x79(15) 10 Y 10 �' ;i I I I I I I I 1 � � � � � 4 � � � M / � N / � - - - - ----- - - �� •=�N � � CO `�' . I I _ _ _ _ � _ _ _ _ _ ._._ _ — ( — � �,B o 12 - � � �� K.75 � � � p � � I � ( � � EL 121'-0�� ti � � �� E=- n I I � ( � I ( I � � dN 1 �t N 502-5c SIM��.H. \ M N p . . . . . . � � � � \ . I I � � � � � O ~ // � \\ � � � �'N o � � � H w 4��_�, � � � I W12x19(8) � X I _� 50�2�5� = 2 � � ( I � � � � I I ( � C6x8.2 N � (1 � � � I N �I� 10 W10x68 BF-6 `S�FR� I I I ! I ! � I � o ( C6x8.2 SIM I I I 2�.9,� I � g � O.H. r-IN i � � �- i � � � ( � I I � 502-1 502-1 m 11" 1n g�_4° I I I I I � I I I LS�.J Y 4,_� „ 82 BF-12 BF'2 W12x79(15) M 10" � � - - -- - --- � - - - `-�- � � � �_..� � ..r � TYP. � ,��SK � 25K � 7 + � � — � I i a � q � g,� � N so2-2 N �' A 22 X � � 502-1 � QP� wBS�'9ly FOR REFERENCE ONLY 5 o ( � 0 N� y�O� TYP. �*� �*� �*) (*) _ �*) W21x44 � Y � -r. � � DAVI ��wa � yco 15K 20K � � � 12 � B � 1,� P Copyright o 2017 �i 184 �� �i�, www.br h.com � �' � 1 8-8- �, �, > > > > > `" 16'-5" 502-1 2�42 2 Architects En ineers, Constructors �F l RAL �� `' 0 4 8 1 6 24 � ' P2P PAN EL PAI NT — CONTROL ROOM LEVE L FRAM I NG PLAN — BOOTH #1 � ,9020 33�d A�e W,Suite 530 g Seate of Washington SS�ONq� E�G` N C rt ficate of Authorization SCALE:1/8" = 1'-0° - S502-3 425n921 35 Oashington,98036 Arohitecture No.603235512 Dovid P. Balawojder 1 �8�� _ � �—�� o Engineering No.3137 WA PE 28184 00 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DA7E a, oF WqsH� ACCEPTABILITY CLP 12 20 16 0 10 REVISION — RELEASE 53 (PANEL PAINT� CLP AHM 10�04l16 5 REVISION — RELEASE 42 (PANEL PAINT� CLP AHM 05�03�16 ,�P�`` N�ro THIS DESIGN AND/OR CHECKED ENLARGED TOOLING PLAN W2548317 12 12/20/16 \ � � SPEC�FICATION IS APPROVED AHM 12 20 16 SHEEf M 11 REVISION — RELEASE 56 (PANEL PAINT) CLP AHM 11/15/16 6 REVISION — RELEASE 43 (PANEL PAINT) CLP AHM 05/17/16 � BRPHARCHITECTS TITLE � BOE,�� ENciNEERsiNc. APPROVED BY DEPT. DATE DPB 1Z ZO 16 BOEING 777X CWC BUILDING � � 12 REVISION — RELEASE 58 (PANEL PAINT) CLP AHM 12/20/16 7 REVISION — RELEASE 45 PANEL PAINT CLP AHM 06 14 16 No.s,s� cHECKE� S�O � � � � � P� � BUILDING 40-058 � o APPROVED JOB N0. COMP N0. �'`� 3 REVIS�ON — RELEASE 38 (PANEL PAINT) CLP AHM 03/08/16 8 REVISION — REI.EASE 48 (PANEL PAINT) CLP AHM 07/26/16 %�� P.�� N 4 REVISION — RELEASE 41 (PANEL PAINT) CLP AHM 04/19/16 9 REVISION — RELEASE 52 (PANEL PAINT) CLP AHM os/2o/�6 c�TF °F A°�"°�`� APPRovE° STRUCTURAL MASTER EVERETT, �1�IA °wc No. 40-058—S502-3 �