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<br /> 1/8"x 1 1/2" DEEP PREFORMED
<br /> � � CONTROL JOINT - FILL W/ SEALANT �
<br /> STAGGER STUDS LAP TOP BARS 2'-2" o „ VANDECK 2ND FLOOR
<br /> EITHER SIDE c� N 1 1/2 DIA. STD. NEW CONST. EXIST. BLDG.
<br /> OF JOINT � �. PIPE HANDRAIL � _ „
<br /> � � POST C� 6'_Q„ O.C. � �ONT. ]/2 SQ. BAR o ' Q : - Q : o 0 0 2,-0" LAP (TYP.)
<br /> SHOP TACK WELD TO Q
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<br /> `�' ANGLE. FILL JOINT WITH
<br /> � � = � SLEEVE TO 3 16 3 6 EXPANSION FILLER 1/4 1 1/2 C� 12 SEE SECTION B THIS
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<br /> �3 HAIR PIN, WRA AROUND ; �,o e . : 0 6» NOT SHOWN . ° . ,' � ° . � . � � ° � ° � ° � ;-
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<br /> " � � � � - TAPER CONT. BENT PL 1/4" �
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<br /> . „_ , „ 1/4 3@ 12 �� S E C T�0 N E .
<br /> S C A L E. 1 -1 -0 2 � STD. S C A L E: 1 1/2"-1 '-0" 2S505 2S508
<br /> 2 S 0 5 2 S 5 0 8 PIPE SLEEVE S ECTI O N c W 2 7 �
<br /> SCALE: 1 1/2"=1 '-0" 2S505 2S508 6�� 2S51 �
<br /> S ECTI 0 N B 2S5�4—'' ECTI 0 N �
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<br /> � SCALE: 1 =1 -0 2S505 2S508
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<br /> CO UCTION JO T WELD TO COL. & GUSSET R
<br /> G GRIDS 6, 7; 4 SIM. OPENINGS 1 '-0" TO 2'-0" DIA. .
<br /> o a o SEE ARCH. DWGS FOR SIZE
<br /> � FORM SLAB TO EDGE ° o e o EDGE OF SLAB — - o - a p o FOR LOCATION
<br /> FLR. BEAM FLR. BEAM
<br /> OF BEAM ��/ '
<br /> COVER PL 1/2" � p� r � �, SEE ARCH. DWGS � 9>_�» �
<br /> ' 1 -#5 ° a > / �
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<br /> THIS SHEET FOR TOP & BOT. q - � o o E UAL E UAL
<br /> , OPENING ¢ = SLEEVE OR FORM
<br /> D ETAI LS
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<br /> � DETAIL 2 DETAIL 3 C� ROUND OPENINGS
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<br /> SCALE: 1�2„_� �_�„ 2550��OS � M
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<br /> N - � o - GRlDS 2.5, 5.5, 6.5, 7.5 �� � °
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<br /> � o o p o . p � o „ S�qg VARIES EXISTING 2ND FLOOR TRIM TO FIT
<br /> �ONTINUE BENT PL 1/4 �� SLAB 3 16
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<br /> r �, COVER PL 1/2 , . . o . �. . � . . � . . . � -. � .
<br /> � W21 OR W24 SEE SECTION C � � ; �-� � �� • � � ; �-' �: �-�� IN.
<br /> o THIS SHEET FOR �, \ / . o ; . _
<br /> � o 'p DETAILS � OPENING C° „ �� " � " � �� "
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<br /> � DETAi L 4
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<br /> www.brph.com Co righto2017
<br /> SCALE: 1/2 =1 -0 2S505 2S508 pv
<br /> > 2S51� 33301 9th Avenue South, Suite 300 Archifiects, Engineers, Constructors
<br /> . o Federal Way� WaShir1gtOn 98003-2600 stace of wasn�n9to� .
<br /> �
<br /> = 1902 r Ave , u�te 5 Certificate of Authorization
<br /> (206) 431�23�0 FdX: (206) 431-2250 Lynnwood,Washington,98036 Architecture No.603235512
<br /> .� 425-921-3500 Engineering No.3137
<br /> � DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ,SxE � ACCEPTABILITY JKM 11 01 17 � 6335 O 11/01/17
<br /> ti� o� WAS �1 THIS DESIGN AND/OR CHECKED VANDECK FLOOR SLAB DETAILS
<br /> � 0 P4 TOOI. DECK & UTILITY DESIGN - ISSUE FOR CONSTRUCTION (WBS16335) ABAM BEM 11/01/17 � G' LEH 11 01 17 sHEEr
<br /> � �w ., ���P SPECIFICATION IS APPROVED
<br /> °' BOE,�� � �� �� �� APPROVED BY DEPT. DATE BH CKED 11 0� �� TITLE FACTORY TRANSFORMATION - 777X FAMBU SI MODIFICATIONS 2��OS -921
<br /> >
<br /> / �
<br /> i � ��� G�W � APPROVED I.J U I L D1 N G 40�OZ V JOB N0. COMP N0.
<br /> J s RAL E���'w WO 15/2899-921
<br /> �oNaL� APPROVED STRUCTURAL MASTER EVERETf, Wq °wc No. 40-025-2S508-921
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