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

f ( �.�a 3.�� .�o �.s� �.�0 3.�� L E G E N D � 4.8 ;,. . � I 25'-0" 25'-0" 25'-0" 25'-0° 30'-0" 30'-0" 31'-0" T/STEEL ELEVATION=120'-7" SFRS INDICATES SEISMIC FORCE R�SISTING SYSTEM.ALL SFRS WELDS ARE � � � � � � ` y � � --'�-- �" `- -"'� � �.7�J TO BE MADE WITH FILLER M!�'fALS MEETING THE REQUIREMENTS OF � � � � � � � � AWS D1.8,CLAUSE 6.3 . � � ( I I I I i) \' 2�"�� I BRACED FRAME.SEE � G E N E RAL N OTES BUILDING STRUCTURAL °O ' STEEL DWG'S FOR DETAILS 1. (_)INDICATES NUMBER OF UNIFORMLY SPACED�"DIA,x 4"LONG - - I � HEADED SHEAR STUDS � � �� i � � � I � � � , __ g - � � "? 2� 2",20GA,COMPOSITE METAL DECK W/3"CONCRETE FILL TOTAL SLAB ' ' � � � THICKNESS=5".T/STEEL ELEVATION=120'-7" � — ` — .� — � _... _._. � � _. � _ � ,, _ ______BF_�2 � __________---�- 4 � � � 3. (*)INDICATES TO SEE BUILDING STRUCTURAL STEEL DWG'S FOR SIZE. � �) _ — — _ T BF-2 � (� I 4 _ ( m � I 1 � ( � � ( I � PRE ENGINEERED METAL STAIR BY DELEGATED ENGINEER. $„ li i 5. FOR COLUMN SIZES SEE SHEET S502-1a. ( I' , 2"42 6� 3"CONCRETE FILL ON EXISTING 2",20GA,COMPOSITE METAL DECK, � � I � ( I I I I � I TOTAL SLAB THICKNESS=5".T!EXISTING STEEL ELEVATION=120'-7". � � � ( ( � ,' ( �. � � i o � SEE 1/S502-18 FOR DETAILS. i � � � � K 7. (_K)INDICATES ULTIMATE FACTORED REACTION IN KIPS. v � � ' � � � � � � � ^ � � v � �� CONNECTIONS NOT DETAILED ARE TO BE DESIGNED FOR THE I ( I I � I I I I (� INDICATED REACTIONS BY A LICENSED DELEGATED ENGINEER. 2 4" I o I � � � � � � ( � � 4"HOUSEKEEPING PAD. SEE DETAIL 2IS502-18. � Im �� I 9� PROVIDE 112"EXPANSION JOINT MATERIAL AROUND PORTION OF �� BRACE AND GUSSET PL EMBEDDED IN CONCRETE.TYPICAL ALL I I I I I I I I I 9 BRACES. I I I I I � I � � � � I � — � � � � Y .� � J � � _... _.._. � T/SLAB � I TYP. � BF-2 � � � I � ,� II - „ EL.121-0 � � � �` a M m ' � � � � 502-2 � --� --, ( ( ( � � ( � � ( � �1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � _ � � � BF-2 I I I I I I I ! ( I I � I � I I I I � I I � . � i � 6)#6 @ 3"O.C.ADD'L io i � ( (LAP 3'-0"),SEE A/S502-15 I �— � — — _ � _ _ � _ _ _______1_ _ _ � _�.__�_ � _ ,__�_.._._.._. _ _ _.s___� — _ _ _ � _ _ � �� _ _ _ - _ — K.�S I � I � I I I I Im � I I I I I � I I i Ia � i I I I I � 1 � � i � I I I I I � ' ( �—� � . , , , „ � $ CONSTRUCTI�N NOTES I � ( � $ 2'-8" -11" � I m I i I I � 1 ! I I � � ' ; — �_— _---�--��-_--�Y= _�--___.. � __ — I — -- — — _.. �� _... � BF-2 I — - - _ M ��_.__ _. _ _ _ N I � � BF-12 � � � � � � � `� `'' � — --� ;� i I M 1 � TYP. 502-2 ��_ ; BF-12.�"� --�� I � I � I � , � � � _ � _ � � � ;� _ �______.� —�----- ____ ir� �` Tl SLAB BF-2 � EL.121'-0" ; � . m I� I i I I I I — — — — - — -- �--- -- — — ---�.-_—i — K.50 � _ _ �__ _ _ _ _...�.� _ _ _ � — _ _ � �. .� ._ �.,� ��' REFERENCE DRAWINGS i I 1 ! I I � M ( I � �� �:� � o � � � � � I' _ f i I I I I I 4 �,, � a_�_____--- l BF-6!--------� �, a °------------- � I � � I � I � I � I u� � BF-2 � �� J �a I� � � — � m I � � 1 � � I � I � � � � � �--- _�_ ;� -----__i j — — � � BF-2 �� : � �� :�--_�;� �i � � � _ _ _ __ .._ _ _ _ _.._ _._. � _ �. _�� _ _ _ � _ __ � _ _ A _ � I( `,,,_ — %–�' ' `° — K.75 � v � T/SLAB� � � � � o � � � � � EL.121'-0" /),\ � �:� i � � � �� \� i � � � � � � / — �� `�l II � - � ' m �- BF-6 ❑ �� \X� ;i_._��y �� ��/� � � � � ( � � m • BF-12 BF-2 f�� - -�� _� � � � � _ _ =u-�-----________��;- — -- �—__ ----- � _ , � � e � � � � e P�'- BA�q �p �E W A Sy� �9v � � � � ti �� *� _ � � � � — - -- --- � --.,.___ _�*��.�__ � _ . _..�.� �*�__--_ _�.n _._..d_ �*� _ __..��._ � _ _ �*� � � _ _ �..e_.� __._ __-�--�.__—__.__ .� _...__.._ , � .� _ � °a�i R�� 'N� o � — www.brph.com Copyright o2017 � �i 184 �� - P2P PANEL PAINT - CONTROL ROOM LEVEL FRAMING PLAN - BOOTH #2 Architects, Engineers, Constructors �Fs T RAL ��`�`` o' 4' 8' � 6' 24' Q . � state of washington S��NA L E��' 19020 33rd Ave W,Suite 530 cv Certificate of Authorization L nnwood,Washin ton,98036 Architecture No.603235512 " — ' " o a2s-szi-ssoo David P. Balawajder 1 /8 — 1 -0 SCALE:1/8"= 1'-0" - S502-3a y 9 Engineering No.3137 WA PE 28184 � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE cT ACCEPTABILITY CLP 12 20 16 0 0 ISSUE FOR CONSTRUCTION CLP AHM 03�08�16 5 REVISION - RELEASE 58 (PANEL PAINT� CLP AHM 12/20/16 �P�� oF wASH�"cTo THIS DESIGN AND/OR �E PHASE II - ENLARGED TOOLING PLAN W2548317 � 12/2Q/16 \ `' � SPECIFICATION IS APPROVED AHM 12 20 1 F) SHEET � 1 REVISION - RELEASE 41 (PANEL PAINT) CLP AHM 04/19/16 BOE,�� B�GINERsiric APPROVED BY DEPT. DATE DPB 12 20 16 TITLE BOEING 777X CWC BUILDING � 2 REVISION - RELEASE 43 (PANEL PAINT) CLP AHM 05��7 16 No.3i3� CHECKED S502 3a r / U 3 REVISION - RELEASE 53 (PANEL PAINT) CLP AHM 10/04/16 ��'�� o APPROVED B U I L D I N G 40�0 V H JOB N0. COMP N0. Y /c�TF op AutH°��P AP ROVED DWG N0. N 4 REVISION - RELEASE 57 (PANEL PAINT) CLP AHM 12/01/16 STRUCTURAL MASTER EVERETT, WA 40-058-5502-3a