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� . . ,, <br /> I <br /> (5) 1°0 A490-N <br /> 2"TYP. <br /> I Yz" Pl., TYP. <br />� <br /> 3/a°�A325-N W/PL WASHERS. � � � � - - - - - - -- <br /> FINGER-TIGHTEN NUT& � � � � � <br /> PEEN THREADS FOR SLIP 1/4 � � � � � • <br /> i i i i `" (4) 1„f�7 A490-N <br /> _ � I � <br /> �3� ���QJ A490-N i i ► 3/a" PL <br /> �%s"x1 �/8'LONG ��4 � i i � 1/4 I 5/16 <br /> SLOTTED HOLES I T&B FLANGE <br /> %2°PL i i i i <br /> 1/4 1!4 <br /> i SECTION E <br /> L8x4x%2(LLV) � � SCALE:1" = 1'-0" S502-4 S502-17 <br />� SMOOTH RADIUS <br /> � CUT,TYP. ( � S502-17 <br /> � � � <br /> 1/4 <br /> I I <br /> Yz" P� <br /> T/STEEL 1/4 3-12 <br /> EL.SEE ELEVATION <br /> � <br />� <br /> SECTION A S�C`TION B SECTION � SECTION p SECTION F � <br /> SCALE:1"= 1'-0" S502-4 S502-17 SCALE:1" = 1'-0" S502-4 S502-17 SCALE:1"= 1'-0" S502-4 S502-17 SCALE:1"= 1'-0" S502-4 S502-17 SCALE:1" = 1'-0" S502-5 S502-17 <br /> S502 a <br /> 3B�@ W12 (6) 1" DIA.A490-N AT HSS4x4 <br /> BRACE SIZE REWFORCING PLATE LENGTH NOTE: 5/16,TYP. 1'-0" 1'-0° (6) 1" DIA.A490-XAT HSS8x8 <br /> PLATE "A" X "PZ" INDICATES 2„ 3„ 2„ (4) 1" DIA.A490-N AT HSS3x3 <br /> PROTECTED ZONE - 5/8"SPLICE PL EA. <br />� HSS3x3x1/4 3/4"x1-1/2° 6" \ SIDE OF WEB (A572-50) <br /> HSS4x4x3/8 3!4"x1-1/2" 5" NOTE: <br /> HSS5x5x3/8 3/4"x2" 7�� ALL PLATES ASTM A572-50 � <br /> � M II <br /> HSS6x0.375 3/4"x1-1/2" 7" W•P• - ' <br /> (ROUND) � � �i \ \ / � <br /> � HSS6x6x1/2 3/4"x3" 9-1/2" � <br /> 3/g � � HSS8x8x5/8 3/4"x4" 12-1/2" \ \ / / <br /> 1/2 @ HSS8x8 <br /> � � 5/16 PLATE "A" EACH \ 5l16 @ HSS6x6 8�HSS4x4 / / _ <br /> � � �/ BRACE REINFORCING SCHEDULE i �N „ SIDE OF BRACE � � <br /> �'P 5/8 WEB DOUBLER PL <br /> 5/1 1/2 (AT HSS8x8) <br /> 1'-11' AT HSS6x6 / „ „ � � � A572-50 AT HSS8x8 � � �} � <br /> � � SCALE:1" = 1'-0" 1/4 AT HSS3x3 � � \ ' `b `� / <br />� , „ / PLATE A EACH 3/8 AT HSS4x4 � � <br /> �� �� a�� / � <br /> 1 -0 AT HSS4x4 � ) * 1/ AT HSS8x8 <br /> 1'-4"AT HSS6x0.375 SIDE OF BRACE ? 1/ (AT HSS3x3) FOR BEAM, a@j c,� / <br /> ROUND � � � 5/ 6 (AT HSS4x4 PZ �� ,� (aj� <br /> � � �� � o- � SEE SHEETS S502-5&S502-5a \ o s� � � <br /> � � �- `'' 9�9�' ry � o � <br /> ( PZ / � A i �9yy�����,� 7is" PL AT HSS4x4 \ � ^ / 5/16 @ HSS4x4 • <br /> FOR COLUMN � / 7/8" PL � \ �N�f� *2x P L A T E T H I C K N E S S+ �" 1-1/4 PPL (A572-5) \ * / 3/8 @ H S S 6 x 6 <br /> � I * i � <br /> SEE SHEETS � � 3po I PZ <br /> S502-5&S502-5a f \ AT 8x8 <br /> \ 5/16 F.P.AT <br /> ( (6) 1" DIA.A490-N HSS8x8 <br /> " PLATE "A" EACH � � <br /> � <br /> � ((10) 1 DIA.A490-N AT W24} � ' SIDE OF BRACE <br /> � 2�� 3�� 2�� -f- <br /> 502-17 5/8" SPLICE PL EA. � <br />� i � SIDE OF WEB (A572-50) f \ ` S�EE SHEETS S502-5&S502-5a W.P. <br /> � \ — — — — <br /> � i <br /> M �� <br /> W.P. — — � 1 PL � �� � N � <br /> � � c� �► (A572-50)AT HSS8x8 <br /> � <br /> `- � 7/8" PL AT HSS3x3&HSS4x4 2-� / \ 2-0 <br /> FOR COLUMN, E PL 1"x20"(A572-50) <br /> �116 30, SEE SHEETS 3/8 502_2 EACH SIDE OF WEB <br /> ( � S502-5&S502-5a / \ AT HSS8x8 <br /> � <br /> 1" <br /> D ETAI L / � � \ <br />� i PZ � FOR BEAM, <br /> 3 Pz <br /> � I \ � FOR BEAM, SEE SHEET S502-5 SCALE:1"= 1'-0" S502-5 S502-17 / / \ \ <br /> SEE SHEETS S502-5&S502-5a S502- c � � 5/16 <br /> 5116 / . <br /> . . <br /> "� FOR BRACE, / / \ <br /> � � SEE SHEETS S502-5&S502-5a / *2x PLATE THICKNESS + 1° <br /> \ \ W.P. / \ <br /> 7/8" PL \ � — — — — / / \ \ <br /> � � / / \ � <br /> I � � � <br />'� *2x PLATE THICKNESS+ 1" \ � � <br /> DETAIL 4 <br /> SCALE:N.T.S. S502-5 S502-17 . <br /> 5/16 <br /> 3 <br /> O��a <br /> / PZ \ <br /> � � � PL"A" EACH SIDE OF BRACE <br /> TYPICAL BRACED FRAME CONNECTION DETAIL � � o \ <br /> 1/4 / � <br /> SCALE:1" = 1'-0" S502-5 S502-17 FOR BRACE, <br /> SEE SHEET S502-5 <br />� S502-5a � '�'� 7/8" PL *2x PLATE THICKNESS+ 1" � \ <br /> / � � \ o Q oE w Bs<q� <br /> / � � \ \ y/ 9v , <br /> � � y <br /> ~ � c'�4t� <br /> 5/16 oav� �� wa o � <br /> www.brph.com Co ri ht o � <br /> PY � 2017 �li 184 �� � � ,> > > , <br /> D ETAI L 5 Architects, Engineers, Constructors '`'Fss� RA L �?�G��`��` 0 6 1 2 3 ¢ <br /> S C A L E:1"= 1'-0" S 5 0 2-5 S 5 0 2-1 7 1 9 0 2 0 3 3r d Ave W,Suite 53o S t a t e o f W a s h i n g t o n N A L E N <br /> Certificate of Authorization „ , „ <br /> Lynnwood,Washington,98036 Architecture No.603235512 David P. Balawa der 1 = 1 -0 'n <br /> 425-921-3500 Engineering No.3137 WA PE 28184� ap <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL Q DATE o, <br /> oF wasN, ACCEPTABILITY GLP 11 01 16 0 <br />� o R N T T N — P�� N�r TH�S oES��N �►o�oR H � TOOLING DETAILS W2548317 U 11/01/16 � <br /> ISSUE FO CO S RUC 10 CLP AHM 12�22�15 5 REVISION RELEASE 43 �PANEL PAINT� CLP AHM 05�17�16 5� °2 SPECIFICATION IS APPROVED AHM 11 O1 16 SHEEf M <br /> 1 REVISION - RELEASE 38 (PANEL PAINT) CLP AHM 03/08/16 6 REVISION - RELEASE 47 (PANEL PAINT) CLP AHM 07/12/16 � BRPHARCHITECTS TITLE � <br /> BOE,�� ENGINEERSWC. APPROVED BY DEPT. DATE DPB 11 01 16 BOEING 777X CWC BUILDING ��O n /� � <br /> 2 REVISION - RELEASE 39 (PANEL PA►NT) CLP AHM 03/22/16 7 REVISION - RELEASE 50 (PANEL PAINT) CLP AHM 08/23/16 � No.3ts� CHECKED L � � . <br /> ��,� �,2 B U I L D I N G 40-058 JOB N0. COMP N0. Y <br /> 3 REVISION — RELEASE 41 (PANEL PAINT) CLP AHM 04/19/16 8 REVISION — RELEASE 55 (PANEL PAINT) CLP AHM 11/01/16 � o APPROVED �o <br /> /cqTF oF AutN°�'��P APPROVED DWG N0. � <br /> 4 REVISION - RELEASE 42 (PANEL PAINT) CLP AHM 05/03/16 STRUCTURAL MASTER EVERETT, WA 40-058-S502-17 <br />