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GRID 8 3/4" GRID . <br /> �„ � � �_8 ��4„ 2» �2,_�» 2„ 12>��,� 2„ �2,_�„ 4» <br /> � <br /> 3'-8 1/4" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" <br /> � , - - , --► a� <br /> , � ,_4„ 4>> � 2, , , <br /> I � i � � I_„__ <br /> � � � � � � � � � i MAI NT <br /> � � � � � � � � � � <br /> / � CNTRL 30A 200A 30A 200A C 3oa POWER <br /> � � � � � � � � � , <br /> � ' ' ' ' ' � � � � � ' � STA DISC CONT DISC CONT D�SC TRACK <br /> � � � � � � � � � � i� � �i COMM �-BOX <br /> � � � � � � � � � <br /> , � , � � ,_9„ 2,_ � „ � ,_g„ 2,_� „ 1 ,_g„ <br /> � � � � � � � � , � , I <br /> o � � � � , , � <br /> � i i i i � i i i i i / � ^ <br /> � B � � E � � � � � � � � � <br /> i i i i i t i i i , „ I <br /> A552 � � A552 � � A552 � � ; ; ' ; - 1 -6 ;n <br /> � � � � � � � � � � � I �� � � � <br /> � � I - I I <br /> I CA � � � � <br /> C D �- - <br /> A552 A552 <br /> � � .� <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 <br /> G COL COL COL � <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 <br /> � I <br /> � . <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 <br /> � � <br /> �� <br /> � <br /> i � <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 <br /> � 4 � Q ; Q• <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 � <br /> 3„ �,_9» �,-g" 3" ,� <br /> ,-� �, ---�� � <br /> STEEL COLUMN � � � \ A�� PLf1N—CORNER POST 5 <br /> o � o o i o o � o 0 0 0 � o Q o <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�� <br /> c� �, » „ �, » » » ,� " » <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 <br />