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<br /> TYPICAL METAL FENCE ELEVATION - TYPE "B�! A PROVIDE 1 "x1 "x1 /8" TEE FRAMING FOR NOTE: VERIFY UTILITY PANE�
<br /> SCALE: 1/4"-1 '-0" A552 UTILITY OPENINGS - FULLY WELDED TO SIZES AND LAYOUT PRIOR TO
<br /> �� ADJACENT SUPPORTS (GRIND SMOOTH) DEVELOPING NEW FENCE PANELS
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<br /> STRUCTURAL BRACING METAL FENCE ELEVATION AT UTILITY OPENINGS H
<br /> A552 A551 G .
<br /> SCALE: 1/4"=1 '-0" 2A34 A552
<br /> � A552 A551
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<br /> � ' ALL FENCE PANELS TO ' �
<br /> BE CAPPED BY A L 1 1/2 x STRUCTURAL BRACING
<br /> ' 1 1/2 x 1/4 CONTINUOUS. � NOTE: FOR REMAINDER
<br /> EXTEND ANGLES TO COLUMNS OF INFORMATION SEE
<br /> � AND WELD. � DETAIL C � „ 2 3/4"
<br /> � � � 71 .
<br /> EXPANDED METAL MESH A552 �4
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<br /> � TS 4 x 2 x 3/16 � STRUCTURAL BRACING o
<br /> � � INTERMEDIATE � _ � PL 6 x 8 ,x 1/4 W/
<br /> � 2 MULLION BEYOND I 2 ------ `- „ ,>
<br /> 0 4 - 9/16 � HOLES
<br /> � 1/2 � x 2 BOLTS
<br /> `�' A552 A5 9 A552 A551 1 1/2"� STANDARD o � W EXPANSION SHIELD
<br /> � PIPE POSTS AND � � O � �
<br /> � ' 1 x 1 x 1/8 TEE � WELD ANGLES TO BRACING RAILS `� � �
<br /> � T S 4 X 2 M U L L I 0 N L 1 x 1 x 1 8
<br /> WHERE EVER CONTACT ----- I
<br /> � 16 GA. SHEET METAL � OCCURS I „ � 16 GA. SHEET METAL L 1 X 1 X 1 8
<br /> � 1/4 CONT KICK PLATE i � �} TS 4 x 4 x 3/16
<br /> � � L 4 x 4 TOE BOARD. WELD TO PLATE
<br /> 1 � � WELDED TO BENT PLATE L 1 X 1 X 1/8 � -
<br /> i' � _j�_ I � COPE AROUND BASE
<br /> � A552 L 1 x 1 x 1/8 � ROUND FLANGE W/ � __ -_-____ i PLATE O � EDGE OF CONCRETE
<br /> L 4 x 4 x 1/4 CONT. A�i � � � � j L 4 X 4 X 1/4 I CHECKERED PLATE
<br /> � , TOE BOARD � 4 _ 3�8»� TOE BOARD � I TOE BOARD 1/4 � C� PLATFORM
<br /> � � BASE PLATE � `�' 3 16" 2 6" EXP. BOLTS � � � WELD TO L 1 X 1 � I WELD TO L 1 X 1
<br /> �. ��-, � ��2„� BOLT & � I
<br /> ,� � � - - � � �oN�. FLOOR SLAB ,a - � - � a - � � - o a ' PLAN—CORNER POST 4
<br /> 1/4 BENT PLATE- , , a , ; a o �, , , , , � . ' , _ ° \ , �. ;'�1, ;�1, � a � � I EXP. SHIELDS j � „ , „
<br /> �EE STRUCTURAL DWG'S a , ' ; a - � 'a a 'a ' ,� ; a , ° � a , ' ° "�' - , ° a , �� � � ° ° � a I a 4 , � a � I j SCALE: 3 =1 -0 A552
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<br /> „ � ' ^ r o , , o . , ° , a a a � CONC. SLAB I i COPE L 4 X 4 �„� .
<br /> 2 1/2 � �, r AROUND BASE PL
<br /> � 1 '-0" 10" --- L 4 x 4 x 1/4 TOE
<br /> 1 '-0" STRUCTURAL BEAM 1 '-0" �
<br /> 3/16" 2 C� 6" U.N.O. � � �� � �, » „ �� BOARD
<br /> » STRUCTURAL BEAM » Qo G, �j �� 1/4 1 3/4 1/4 ����,�
<br /> 1/4 BENT PLATE- 1/4 BENT PLATE- ,� � � � , r� �` � , '�'�,�� y TS 4 x 2 x 3/16
<br /> � S E E S T R U C T U R A L D W G S S E E S T R U C T U R A L D W G S W E L D T O S U P P O R T
<br /> M ETAL FE N C E S ECTI O N c M ETAL FE N C E S ECTI O N � gEAM F�N�E
<br /> „ , „ „ , „ S ECTI 0 N E BAS E D ETAI L � 6AS E D ETAI L 3 �
<br /> S C A L E: 1 1/2 =1 -0 q�� S C A L E: 1 1/2 =1 -0 q�� SCALE: 1 1/2"=1'-0" 2q13 A552 HALF SCALE A552 HALF SCALE A552 �;�� 3/8" CHECKERED PL.
<br /> �"� �'� �`""'� '���� COPE AROUND TUBE �
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<br /> STEEL COLUMN � � � \ A�� PLf1N—CORNER POST 5
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<br /> TS 4 x 4 x 3/16 �, _ ,� �,\ �, — PL 6 x 8 x 1/4 TS � x 4 x 3/16 SCALE: 3"=1 '-0" A552
<br /> WELD TO PLATE / �� „�---' „ W/ 4 - 9/16 � HOLES �,_„/
<br /> f-/E=—Y ' L 4 x 4 x 1 4 � 6 L 4 x 4 TOE BOARD. WELD TO PLATE
<br /> A552 � ' " 1 2"� x 2" BOLTS � COPE AROUND BASE BOARD 4 x 1/4 TOE
<br /> PL 6 x 8 x 1/4 �� CONT. TOE BOARD 1/4 � �� �
<br /> W 3 - 9 16"� Wf 9/16"� HOLES I W/ EXPANSION SHIELDS PLATE PL 6 x 8 x 1/4 ,����
<br /> 3 3 ( O TS 4 x 2 x 3/16 O � � HOLES ��� 3 8" CHECKERED PL. .
<br /> O O HOLES � �� �� „ „ ; L 6 x 8 x 1/4 W 3 9/16 �
<br /> � 1/2 � x 2 BOLTS �, WELD TO PLATE W/ 3 - 9/16 DIA HOLES COPE AROUND TUBE
<br /> � L 4 x 4 TOE BOARD. �. W/ EXPANSION SHIELDS �' I L 4 x 4 x 1 4 TOE L 4 x 4 TOE BOARD. �.� .
<br /> `- C O P E A R O U N D B A S E "' BOARD. COPE AROUND L 1 x 1 x 1/8 COPE AROUND BASE � �� TS 4 x 4 x 3 16
<br /> �' PLATE
<br /> - - _- PLATE - � ' � � � f BASE PLATE TS 4 x 4 x 3 16 '` x ' WELD TO SUPPORT
<br /> � O O �- — I N -- -�- O O � 0 BEAM FLANGE
<br /> WELD TO PLATE
<br /> L1 x1 x1/8 � � L1 x1 x1/8 » »
<br /> N ,�2 � X 2 B O L T S PLAN—CORNER POST 6
<br /> � , , W/ EXPANSION SHIELD .
<br /> � I I SCALE: 3»=1 ,-0„ A��
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<br /> 1/2 � x 2 BO�TS 1 � 1 2 1 � 1 6 1 1/2 4 1/2"� x 2" BOLTS .
<br /> 1 1/2" 4"
<br /> W/ EXPANSION SHIELD W/ EXPANSION SHIELD
<br /> �������� �
<br /> PLAN—END POST DETAIL B INTERMEDIATE PANEL CONN. E INTERMEDIATE MULLION F PLAN—CORNER POST � PLAN —END POST DETAIL � �vov a2 �o��
<br /> SCALE: 3"=1'-0" A552 SCALE: 3"=1 '-0�� DETAIL `A552' SCALE: 3"=1 '-0�� DETAIL A5�2 SCAL.E: 3"=1'-0" A552' SCALE: 3"=1 '-0" A552 r��N�fi�LCOn;r�tUC`�IO�C:U �Architects En ineers Constructors7
<br /> �� � � �
<br /> � v � �""'� State of Washington
<br /> 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> I.ynnwood,Washington,98036 Architecture No.603235512
<br /> 425-921-3500 Engineering No.3137
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTIT�E CURRENT REVISION SYMBOL DATE
<br /> 1114� ACCEPTABILITY KAG �� o� �� 16335 0 11 01 17 �
<br /> 0 P4 Tool Oeck & Utility design - Issue for Construction (WBS16335) KAG KML 11/01/17 REGISTERED THIS DESIGN AND/OR HE K D PARTIAL FLOOR PLAN / � ,
<br /> ARcxzTECT SPECIFICATION IS APPROVED WMD 11 01 17 SHEEf
<br /> BOE,�� n ethLowe KML 11 01 17 T�T�E �ACTORY TRANSFORMATION - 777X FAMBU SI Modifications -
<br /> � o :o za aM i -s�-Zo��-oroo�cM,� APPROVED BY DEPT. DATE
<br /> �HE�K o A552 —921
<br /> TH . OWE Y APPROVED B U 1 LD I NG 'TO�O�� JOB N0. COMP N0.
<br /> STATE OF WASHINGTON
<br /> WO 15/2899-921
<br /> aPPRovEo ARCHITECTURAL MASTER EVERETT, �Iq °wc Na 40-024-A552-921
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