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<br /> GENERAL NQTES
<br /> 1. "DCW"INDICATES DEMAND CRITICnL WELO MADE WITH FILLER METALS ,
<br /> �� �� MEETING THE REQUIREMENTS OF nWS D1.8,CLAUSE 6.3 FOR DEMAND
<br /> CRITICAL WELDS.
<br /> I SIM.
<br /> NOTE:
<br /> BLOCK OUT WALL BELOW AT AR LOCATIONS.
<br /> POUR BACK AFTER SOFFIT PLATE IS WSTALLED I
<br /> 3� 2 O' 2-2 (12)1 %"f�F1554-105 AR'S
<br /> �
<br /> 1'-8°
<br /> 8,� 7�� 5�� 5,� 7N 8„
<br /> 3�� ��� 7�� 3„ 4�� 8n 8�� 4�� 3�,�x7y�� -
<br /> 0
<br /> 114�—
<br /> SHEAR LUG(A572-50) �
<br /> — °Q
<br /> (4)%"�1 F1554-55 AR'S z (8)13/"�F1554-105 AR'S — (4)1%"Rl F1554105 AR'S DCW ;, �
<br /> n, SEE DETAIL 8 THIS SHEET � � � � 3�8
<br /> � � � — — — — �
<br /> o _ c� _ _ _ R - _ _
<br /> ' M LJ -
<br /> M � M -
<br /> �
<br /> _ _ M 5�2'2 _ _ _ _ _ M
<br /> IN
<br /> M �� A �IN I I �,N �
<br /> � �-
<br /> W10x49 SEE PLAN FOR 1%6"QJ HOLE,TYP. 502-2
<br /> LOCATIONSj BASE PL3x15x3'-4" 2%"�J HOLE,TYP. 2%"�J HOLE,TYP. 2 34"f�HOLE,TYP.
<br /> 41„
<br /> 6" 7„ 7�� 7N 3�� 3„ 2
<br /> BASE PL1Y�c12x1'-8" (A572-50) p�W BASE PL2x15x2'-0" DCW 3"BASE PL(A572-50)
<br /> (A572-50) SHEAR LUG 3�"x7�"x1'-3" 3!8
<br /> (A572-50) 5/16
<br /> 71��
<br /> (A572-50)SEE SECT A1S502-21 2'_g^ 2 .
<br /> ` FOR DETAILS
<br /> BASE PLATE DETAIL (BP-1 ) � BASE PLATE DETAIL (BP-2) 2 BASE PLATE DETAIL (BP-3) 3 BASE PLATE DETAIL (BP-4) 4
<br /> SCALE;1" = 1'-0° S502-5 S502-20 SCALE:1"= 1'-0" S502-5 S502-20 SCALE:1" = 1'-0" S502-5 S502-20 SCALE:1" = 1'-0" S502-5 S502-20
<br /> 4.OF COLUMN
<br /> %4'x2"x2"WASHER 3�_4°
<br /> I
<br /> $�� 7�� 5�� 5H 7�� 8��
<br /> 1'-4 �
<br /> WA B LO � ( � 0 2" NON-SHRINK GROUT
<br /> �OF COLUMN ° �
<br /> I �OF COLU�IN g" ° � ° •
<br /> g ( SIM. � 9�� � � � a TACK (8)1%"f�F1554-105 AR'S
<br /> EDGE OF SLAB I I r � '
<br /> � �� � �� �� ��
<br /> I � /� � (10)1 3-/"QJ F1554-105 AR'S � a ° a `�a
<br /> A � EDGE OF SLAB BASE PL 3x15x2-6 (A572-50) Ya x2 x2 WASHER �
<br /> �2-2 BASE PL 3x15x3'-3"(A572-50) 502-2 — _
<br /> ( " _ I I _ "
<br /> ( 1'-0" 5" 7" 3"BASE PL(A572-50)
<br /> EDGE OF SLAB SIM. I BOOTHS#1  I I = `-
<br /> — ( SHEAR LUG 3Y°x7�"x1'-3" � 5� SHEAR LUG 3Y"x7�"x1'-0° (8)1%"�1 F1554-105 AR'S - - `''
<br /> a 2" NON-SHRINK �iN
<br /> �iN (A572-50)SEE SECT A/5502-21 � (A572-50)SEE SECT FlS502-21 "' a �.
<br /> �' (10)1%"�J F1554-105 AR'S FOR DETAILS � FOR DETAILS ��2 DCW Q Q � �a a GROUT 502-2
<br /> ( I � � � o � �
<br /> I ' - I I 4 � 2%"f�HOLE, P.
<br /> "' � ( a ° BASE PL3x15x3'-4"
<br /> � DCW - SIM. ° II a 3/4" DIA. (A572-50)
<br /> — SHEAR LUG 3Y"x7y"x1'-0" 3�8
<br /> � I 3l8 � ' � "' ° � � ADHESIVE DCW •
<br /> � � N ANCHOR
<br /> —I� � �, (A572-50)SEE SECT AlS502-25
<br /> M "' I � �.. � "' 502-2 BOOTHS#3 FOR DETAILS
<br /> ,
<br /> _
<br /> M `� � _ " _ � i �, � 3/4'"� ANCHOR ROD DETAIL 8 BASE PLATE DETAIL (BP-11 ) 12
<br /> �
<br /> �, � 2%"Ol HOLE,TYP. 5�2'2 � 2%"�1 HOLE,TYP. SCALE:1" = 1'-0" S502-20 S502-20 SCALE:1"= 1'-0" S502-5a S502-20
<br /> 1'-5° � �
<br /> ( I SOFFIT PL BELOW F �OF COLUMN
<br /> � I C � � � � 502-2 �_�`�
<br /> in ��c.i 502-2 3/8 DCW �.�� �
<br /> I I 42�� 3�� 3,� 42�� ��� I .
<br /> I SHEAR LUG 3%"x7�"x1'-3"
<br /> I 2 3a"�HOLE,TYP. WA B •LO I
<br /> (A572-50)SEE SECT AlS502-21 I ( ' I ti OF COLUMN
<br /> FOR DETAILS 1�� 1„ ,_ „
<br /> 9��
<br /> 41 1 I 42 � 42 � � 3 I SIM. � SIM.
<br /> 2° 3° 3° 42" � � EDGE OF SLAB � � I F
<br /> I A 5a2-z
<br /> � „ m I1'-3°I m I 02-2 I I �
<br /> 1-3 ( � I 3"B A S E P L(A 5 7 2-5 0) �-
<br /> ( I I ~ DCW
<br /> � � � (10)1%"PJ F1554-105 AR'S 3�8
<br /> �
<br /> 2%"f�HOLE,TYP. �
<br /> BASE PLATE DETAIL (BP-5) 5 BASE PLATE DETAIL (BP-6) 6 BASE PLATE DETAIL (BP-7) 7 `�'" — _
<br /> a' I I (14)1%"f�1 F1554-105 AR'S 2%"QJ HOLE,TYP. I ( r-
<br /> SCALE:1"= 1'-0" S502-5 S502-20 SCALE:1" = 1'-0" S502-5 S502-20
<br /> SCALE:1"= 1'-0" S502-5 S502-20 I
<br /> ` � I 3/8 DCW
<br /> �
<br /> �
<br /> SIM. —
<br /> � � � A
<br /> M r 502-2 _
<br /> M N
<br /> . . . � . � . I I I I I -
<br /> i[�
<br /> _ � — — — �- - - - - -�
<br /> � � _ � - - - _ _
<br /> 1'3" "' ' I � TBF-13 TBF-13 � J "'
<br /> — � I L —
<br /> I SIM. �" I I
<br /> AT SHEAR LUG 3Y"x7Y"x1'-0" �
<br /> DCW N�E �' � SHEAR LUG 2-3/4"x8"x1'-10" _ = C (A572-50)SEE SECT A/S502-25 '
<br /> �n �Ic�
<br /> STAIR (A572-50) ��W 5/16 I 2'2 s � � — I 502-2 5 2- FOR DETAILS 5" 7" 7" 7" 5° 3"BASE PL(A572-50)
<br /> 4" 7" 7' 4" 2 5 (12)1 /' PJ F1554-105ARS
<br /> SHEAR LUG 2-314"x8"x1'-10" 5"
<br /> AT I , „ HEAR LUG 3Y"x7%"x1'-0" � �
<br /> DCW N/W 4" 7" 7° �� 4�� (A572-50) � 1-5 A572-50 SEE SECT F/S502-21 2 7
<br /> � 5/16 �r SHEAR LUG 3y x7y x1'-3' �„ 1„ � SO FIT PL ELOW �
<br /> STAIR BASE PL 1-7/8x22x1'-10" 3�"x7%" o (A572-50)SEE SECT A/S502-21 42 3" 3" 42 � OR DETAILS
<br /> � � SHEAR LUG(A572-50) 3�8 DCW`- FOR DETAILS 10 5' 7
<br /> I I (A572-50) � � ��
<br /> � � I � co NOTE: 1'-3"
<br /> _ — — ��1 — a I � �- FOR BRACE CONN.
<br /> — — T -T — '� I I ti ti SEE OPP.SIDE �
<br /> '� � � " ` _ � � _ — BASE PLATE DETAIL BP-12 BASE PLATE DETAI BP-1
<br /> � � � 13 L � 3� 14
<br /> O � � _ "
<br /> M S502-5 S502-20 S502-5 S502-20
<br /> ( � � r., � � ;` r- : SCALE:1" = 1'-0" SCALE:1" = 1'-0" '
<br /> � � j j � � — : ���
<br /> T� ~
<br /> (*)2-1/16"DIA.HOLE AT �
<br /> 1-1/4"DIA.AR'S �- (4)1-114"DIA.F1554-105 AR'S W/ E
<br /> � 3-114°DIA.HOLE AT 2" 3'-6"EMBED @ N!W STAIR 502-2
<br />�, DIA.AR'S (4)2"DIA.F1554-105 AR'S W/4'-3" 2-1I16"DIA.HOLE,TYP. 2 4"(�HOLE,TYP. 6„ 7° 7" 7" 3" 3" 42'
<br /> EMBED AT N/E STAIWELEVATOR (6)1-1/4"DIA.F1554-105 AR'S
<br /> 3"BASE PL(A572-50)
<br /> NOTE: BASE PL 1-7/8x22x2'-5"(A572-50) 7�„ PVL Bq� '
<br /> � �� � ��
<br /> PIER ORIENTATION SIM *pROVIDE 112"x3"x3"WASHERS AT 2-6 2 1-0 � P DF W A Sy��yq
<br /> > » > > >
<br /> VARIES,SEE PLAN A 1-1/4"DIA.AR'S,314"x5"x5"WASHERS �� ,`�, � �tic �� 0 6 1 2 J
<br /> 502-2 AT 2"DIA.AR�S DAVI rp��, w o �
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<br /> 1 1 www•brph.com Copyright o2017 ��T R �g��������. Q, 6„ � , 2,
<br /> BASE PLATE DETAIL (BP-8) 9 BASE PLATE DETAIL (BP-9) �p BASE PLATE DETAIL (BP-10) Arch�tects, Engineers, Constructors Fs AL �� Q
<br /> SCALE:1"= 1'-0" S502-5 S502-20 SCALE:1"= 1'-0" S502-5 S502-20 SCALE:1" = 1'-0° S502-5 S502-20 State of Washington S��NA L E�G
<br /> Lynnwood,Washington,98036 Certificate of Authorization .� .� 2 = .� _O
<br /> � 19020 33rd Ave W,Suite 530 Architecture No.603235512 / �� � �� �i'i
<br /> 425-921-3500 David P. Balawajder o
<br /> Engineering No.3137 WA PE 28184 op
<br />� SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a,
<br /> ACCEPTABILITY CLP 08 23 16 0
<br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 5 REVISION - RELEASE 50 �PANEL PAINT� GLP AHM 08/23/16 ,�P�� oF W Asy/N�ro THIS DESIGN AND/OR � TOOLING DETAILS W2548317 � 08/23/16 \
<br /> � y SPECIFICATION IS APPROVED AHM 08 23 16 SHEEf "�
<br /> 1 REVISION - RELEASE 34 (PANEL PAINT) CLP AHM 01/15/16 � BRPHARCHITECTS TITLE �
<br /> BOE,H� ENciNeeRsiNc. APPROVED BY DEPT. DATE DPB O8 Z3 �6 BOEING 777X CWC BUILDING
<br /> 2 REVISION - RELEASE 36 (PANEL PAINT� CLP AHM OZ�OJ��6 CHECKED S�O� �O �
<br /> N0.3137
<br /> �� o APPROVED � JOB N0. COMP N0. �
<br /> 3 REVISION - RELEASE 38 (PANEL PAINT) CLP AHM 03/08/16 �%,� �, B U I LD I N G 40 058 Y .
<br /> cqTF oF AUS�°�`��P APPROVED DWG N0. N
<br /> 4 REVISION - RELEASE 43 (PANEL PAINT) CLP AHM 05/17/16 STRUCTURAL MASTER EVERETT, WA 40-058—S502-20
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