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�--'� �--`.�� �'_``o /`_m`� ,-,.._`��� ,,.----..� ; --. <br /> �.�a �a�� �.�� �.�� �.�� �.�� � � � LEG E N D <br /> �-,-� ' '� ``- `��...,,...� ..,� <br /> 25'-0" 25'-0" 25'-0" 25'-0" 30'-0" 30'-0" 31'-Q" T/STEEL ELEVATION=120'-7" <br /> — —__. ._ _„_.. ._ _ _ ..e.� __._.p».o..�,�._ �.... ...: � _ '_" ,._,_ _._ »..._... ,..... - .�.� ........ .v.,._ v..... ..__. ._ _ ........ ..... .��,. _'_ -._.«e 0 I <br /> :;,_._ .. .. -- .....a . _.« �.�. _� � _.._� .u.W �._.�� ' ' �..v... _ _ - .� ... _. .._. � ...,,m. .__.. _. .__.. � _ - .._..m - - �. ...� .._ .� .�.«.� � 'J.�� <br /> I � � � � � I . � � � . ! . . <br /> W 1 ZX79 a <br /> CANL <br /> � GENERAL NOTE� <br /> � � � � � � C10x15.3 $ � BRACED FRAME.SEE � <br /> � 3'-8° BUILDING STRUCTURAL <br /> aQ � STEEL DWG'S FOR DETAILS � 1. (_)INDICATES NUMBER OF UNIFORMLY SPACED 4°DIA.x 4"LONG <br /> � � HEADED SHEAR STUDS <br /> r�- <br /> � x <br /> ( � � � � � _ X `" °' � M � 2",20GA,COMPOSITE METAL DECK W/3"CONCRETE FILL.TOTAL SLAB <br /> a' `� � N �- M THICKNESS=5".Tl STEEL ELEVATION=120'-7",SEE DETAIL 1/S502-18. <br /> � � � <br /> 3. (*)INDICATES TO SEE BUILDING STRUCTURAL STEEL DWG'S FOR SIZE. <br /> � W 12x19 <br /> � PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER. <br /> � � � � � � � � <br /> ' E D C 5. FOR COLUMN SIZES SEE SHEET S502-1. ' <br /> � � 502-1 502-1 502-1 6 2",20GA,COMPOSITE METAL DECK.T/STEEL ELEVATION=120'-7" <br /> I � � <br /> ��, 1'-11" <br /> I ( � ( � � r � o � � 4"HOUSEKEEPING PAD. SEE DETAIL 2/S502-18, <br /> - - � .__ _ � _... _ _ �. _ __ . ._._ . _. _...� _._._ _.._, � _„ �„ �__ � _ � �_v_� � � .� � � .,� _ ,N_ _ _... _... -._- -.- _ --- -- 8. (_K}INDICATES ULTIMATE FACTORED REACTION IN KIPS. <br /> � <br /> W12x19 20K 40K Y <br /> `� 9. COORDINATE ALL SLAB PENETRATIONS WITH MEP FOR SIZE AND <br /> Y N <br /> e N a, W�2X79 �' FINALLOCATIONS. <br /> I I I I I I � N I <br /> m � � � <br /> TYP.6 PLCS T—� � . <br /> 3 X - <br /> ( � � � ! � 502-1 � � Y Q � <br /> TB-7 � "' � N <br /> _--��-'-� � <br /> $u o - - O Cfl O Y � M <br /> Cfl� N � pN � �,:� . <br /> � � 0 � ! <br /> � � 0 ( � � Y � � � � ¢ <br /> Y Y i <br /> � 25K o W12x79 � 25K <br /> � � (15) <br /> � � � � � � B - � <br /> � 542-1 `-� - <br /> O <br /> I N N <br /> — __._ ,�.,..._ _�. - .�.... v..... .e.,.�� � _. _ �,.... - - ._.,.., ..._...,.._...W.�.Y. ._ �.._.. ..._.�....e__�_._. .,�.._.. _..�..�. �...,. _.._ - .� ._..,. � -- --- - - -- -- - __._.. ...� .� .v..,.. .....� - � ..._-- --.� - .� <br /> � y' <br /> N <br /> �.�.�,..+... v... .� _ __. _._ ..�...�._� �. � _�. ._�� _ . u � �. ..� _���� � ._s. � t"�.�J <br /> v <br /> I � I i i ' w�2X s � 2 � <br /> 12'-1" 502-1 TYP.AT BUILDING <br /> COLUMNS(3 PLCS} <br /> 6 <br /> � ` ' ' ; ` $" ° CONSTRUCTI4N NC�TES <br /> � <br /> A " <br /> N <br /> 502-1 � <br /> M <br /> � � I � � � � � � , <br /> p 25K o W12x79 25K � `� <br /> � � . <br /> r r r rr � N D <br /> � 'L � 't 't � � 't 'L � N � � <br /> � I � � � � I � � � � � f � � o � o � siM 502-1 ! <br /> _ _. __._ ..� <br /> r� e... ._._.. _._ �. �.. .�..�� _._. ..v. ._._. � � _ .�... d.._ ._._. � .�. �.. � .�,._. _... ._.�.. �_.. _. ,_ 25K T/SLAB <br /> � � ..� Z ��.�._.� '� 3�� s BF-2 YI W12x79 EL.121'-0" <br /> m I ) 4. "�' <br /> � � � 11'-24 �� 11-24�� r� <br /> II � 1 i I � I � � I <br /> w ._. _.. . _.._ .._ ._... ._._ � ..� �_._._._,. � .._ � _._ _ ---� � NSS6x6x3/8 <br /> _�,. � _... POST(TYP 2 PLACES -. _ .� ..._ ._.._ � .._ ._ � ._._ _ _ �._ �.,.,v_ _. ..w .�...n_e..� <br /> � � � � � � � ) � 502-1 � ��_p��� � � M� � � � .�� T <br /> - � 6#6 3"O.C.ADD'L � 2a'-3'� <br /> ( � � 10� 1 I�W12x19(10) 101y � ) @ � „ � <br /> N � 12x1 (LAP3-0) ,,, REFERENCE DRAWINGS <br /> „ � �o� 9'-1„ 9'-10" 11'-112 I <br /> � � { � � � ' <br /> I � � i � � '" �v^� 0 2 EQ. SP. 2 EQ.SP. � <br /> /� o i 10fC i 12x19(10) 10 � <br /> 502-1 «� � N) o � _ SIM <br /> I � � TYP. � � I 2 m d- _ � �iN N � � O.H. ��_4�� i <br /> � � � � � � � I � TYP 8 I �I co �' "' }' `- 5 B.� 502-1 i � c� � U g�(Z�����Q��Z�� 1�.� �� <br /> � HSS4x4x1(4 _ `� �,Z3 � J 3 ,� �,��-�' ! � T�' <br /> I I I I I ! � POST(TYP 4 PLA ES� � PLC S Y M c� � � `12 •.'��) t- �� � )SU.I 7/ ��(1`�� ) � <br /> � 502-1 �� 10K o W10x12 10K W10x68 BF-6 ; �, �^��°`'� � � � <br /> � z � � .� ! I � _� - � � � _ <br /> . � <br /> - �. d.. � _ �.._ �. �. - �.. _.._ _� � .�.._ _._ � �.. � ._.. � � _ i 25K � Q 25K 10K o ���) 1 K M O <br /> � _ -1 <br /> ( fi � � � � � � � � �� BF-2 � o a, t ) O 502-1 � p _. �,�� 1..... <br /> �� � ,.Y W12x79 15 `- e r- <br /> ��f � � � � ! m � N Z � X X GD <br /> 1 � �-IN � i N <br /> m -' � g° � � � � WT6x9.5 Q x . . <br /> . � � � M � � ( O �N � <br /> � o � Y � � <br /> �---�� _ .._. ....... ..._. ...... _�--�--.____... ._... ...�...._.._Y.. ._. � .�.. � �.. � �, � � � � `� 25K � �' 25K o W o W �n <br /> _ �... .___ .�.. ._._._ _._. ._.... .� _._. <br /> _. ._..__ m.._ - - - <br /> 12x14 15K 10x49 = <br /> I � � � � � � (4)#6 @ 3"Q.C.ADD'L � �., BF-2 Y � W12x79(15) 10K a 10K <br /> TYP.4 PLC S � I `� Y �—� <br /> � ' � o00 --� 4 � ' � '.�'N ``�. <br /> ,.�. � _._. � ._� � - _ _ � ._._. .�.._ _.._ � _... �--�� m c� <br /> i � <br /> � <br /> __ ._.. � ._._ ._.. _. � � _��. �. .__ � ..._ ._.._._ _.... L ._.._ �.._._ __..r..� _ __.. � _.o �... Tt SLAB �_�.____ : _____ <br /> I .. _ _ _.__. �_ _ _ ��.�� <br /> � • HSS6x6x3/8 � 11'-24" � 11'-24" � p � EL 121'-0" <br /> �.. <br /> � � POST(TYP 2 PLACES ° ''' `�' X <br /> ( � � � I <br /> ����� �' o O° <br /> I � I � 9 � I I I � - " � <br /> ; { � � A , 4 <br /> �r 10 � �W12x19 10 21pK± lu ( � � 502-1 ' � � <br /> , �� m � <br /> `� �- � -t-� I� `� W12x19(8) � Y 1�_11�� <br /> � � � e � -+- ,,� ° 5'-2" 10'-0° � {10) i' �' � <br /> I � i � � � � � 1 K � , `N12x19(10) 10 I 10K W10x68 BF-6 I <br /> � � �, � SIM <br /> � � � � � �' 2 � � " - � : g � o.H. <br /> � ti� �? <O � � <br /> � � � � � � � ! � `- 502-1 HSS4x4x1/4� � o N ; <br /> � POST(TYP 4 PLACES � �- � 502-1 502-1 <br /> ' I � C° � � � I I � I I � 7 8 5 <br /> i � ..� - .__... e__. _ . '.._ ' � ' . . � , BF 2 I �' 25K �� <br /> � 4. - ---�- - -- <br /> � . i ..� � � _... �_ � �,.._.�....._s_s_ _.. �...______V_y �. <br /> � _._. ..._ � _ _ ...� �. ._.aW __ __. _____. 10 <br /> � . � � � � � � � $„ 25K 10'-8" � 12x 9 1 m <br /> � � � � � � 5�'6�� N <br /> � 7 a, 10'-0" N 5'-1 ' A Qp,�L Bq� <br /> � _ N o � 502-1 \p OF W q SN"��L9 <br /> v <br /> •- �' � �n cQ o �' � � /yC�O� <br /> �*� � �h� � �*� 3� �*) �`) � W21x44 r �.� _.. .�_ . � 4: y a a�s2-2� , �� <br /> � .�. 15K 24K� <br /> 1'-11" �N���8 � �,� <br /> � 23'-6" 16'- '� 502-1 g�_��� � � Fs UR A������� �� 4� 8� 16' 2 4� <br /> P2P PANEL PAINT - CONTROL ROOM LEVEL FRAMING PLAN - BOOTH #1 E 5 � 904 SW 16th Stree� Su�te 3�7 S��NAL ��G ¢ <br /> SCALE:1/8" = 1'-0° - S502-2 ' `� » > >, � <br /> Renton, �aS�'lI�'1��C1�"1 �$�cJl, David P. Balawajder 1 �8 = 1 -0 a <br /> WA PE 28184 � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a, , <br /> oF WAS„� ACCEPTABILITY CLP 12 22 15 0 <br /> � ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 ,�P�`` ��ro TH�S oES��N ANo�oR � ENLARGED TOOLIN� PLAN W2548317 12/22/15 � <br /> � � SPECIFICATION IS APPROVED AHM 12 22 15 SHEET � <br /> BO�,��� e�ci�eRs Ncs APPROVED BY DEPT. DATE ppg 12 22 15 TIT� BOEING 777X CWC BUILDING � <br /> No.3�37 CHECKED 5502 3 � <br /> � BUILDING 40 058 ° <br /> ��'.�, o APPROVED � JOB N0. COMP N0. � <br /> F�C 1.Q'�, tn <br /> qrF Of AUTH��\ APPROVED DWG N0. <br /> STRUCTURAL MASTER EVERETT, WA 40-058—S502-3 <br />