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<br /> `"' 3/16 2@12 � . k � ' � 5/16 �. 5J16
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<br /> (3)#5 @TOP&BOT. ' ` Y
<br /> � � PL1"x4" ' , >
<br /> #5 U-BARS @ 12"O.C.AS • �" ��" ' ' L5x3X5/16
<br /> SHOWN .. _.. � 5 ; '^ , f „ _h ' _
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<br /> REINFORCING LAP SPLICE,SEE GENERAL NOTES z..� . . . � �
<br /> SECTION A TYPICAL WALL REINFORCING INTERSECTIONS 2
<br /> SCALE:1/2�� _ ,�-o�� TNS60-16 1S60-16 528, D ETAI L D ETAI Ln H I N G E B LOC K
<br /> TNS60-19 1S60-1 SCALE: NTS 281 S281 3 V 4
<br /> SCALE:3"= 1'-0" S582 528� SCALE:3"= 1'-0" S281 S281
<br /> S282 .
<br /> 416'
<br /> 7 23�� 1„ �
<br /> � 5/16 416 $° 8 8
<br /> 1'-0" 2° /5/16 TYP 3�� PL1 1/4°
<br /> MW AL PL 5/16 16 HINGE BAR
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<br /> ROUGHEN FACE OF
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<br /> S2$1 EXISTING CONGRETE S�$� � ! � � �� � � � � � ' ' � �
<br /> EXIST.SLAB _ ;,/ , '
<br /> EXIST.SLAB � — � o PL1 1/2"x4" �j�! � L4x3x1/2 !" , % � �
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<br /> . �� �.��f j�J� �/� ..� . . f �. � ,/ W � ' � � . �/ - .- •
<br /> � � �-��� ��,%�, ��,j � � r,� �,'�� , ��%�i � � PL BEYOND � " � � 5/16 � �
<br /> 1/4
<br /> ���� � �� � ��� ���'��` %�����' ���� � � L5x3X5/16 � _ 1 .e �P 5/16� .�.� " .� 5/16
<br /> ° ` #6X18"x18"HK BARS @ 12" a [ � �
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<br /> . ° `� � PL1"x4"
<br /> ° EMBED 8"@ MID-DEPTH OF ` ' "
<br /> SLAB,TYP. � SEE SECTION A/S281 , ' SEE SECTION A/S281 � �' _ L5x3X5/16 ,
<br /> � � FOR SIZE & SPACING - � FOR SIZE & SPACING a
<br /> i NOTE �-- �, .. "
<br /> `"' SEE SECTION A/S281 FOR ADDITIONAL
<br /> '"F°"°T S"°W" D ETAI L 5 D ETAI L@ H I N G E BAR 6
<br /> S E C T I O N C SCALE:3"= 1'-0" S582 528� SCALE:3"= 1'-0" S281 S281
<br /> SCALE:1/r�= ,�-o�� 528� S28� HATCH @ TRENCH CORNE p �
<br /> SCALE:1/2"= 1'-0" S501 S281
<br /> 8�� 416 '
<br /> _ 4�6" 1��
<br /> 5/16 $
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<br /> TO ANGLE
<br /> ji,% L4X3X1/2 LLV / /, " ; ,�� 1/4 ,%i � ; '/; + ;/j �
<br /> � 5/16 /' ' %� j� /%�% / �� i :r
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<br /> 5/16 i/��� 5/16 2-6 � ; 1/4
<br /> �',�%i�/ PL 1 1/2"x4" BEYOND TYP ��/;; ' . � -
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<br /> �'��1�'� P L 2 1/2"x4" P L2 1/2"x4" ! %�� � � _ �-�� �
<br /> L 5x3 = L5x3X5/16 L5x3X5/16 ,
<br /> BEYOND � � - PL21/2"x4" � � � �
<br /> SECTION E � � SEE SECTION A/S281 FOR � � �
<br /> SCALE:3"= 1'-0" S500 S281 FOR SIZE & SPACING
<br /> DETAIL 7
<br /> S�A�E:3��- ,�_o.� 528, SzB, N E W S H E ET A D D E D �
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<br /> �, 3„ 6,� g„ � ,
<br /> 3„ _ � ,_�„
<br /> �� � �—��� 2� 3� 4� www•brph.com Copyrighto 2016 �
<br /> This item has been elecfronically signed and sealed by Thomas Lee, PE using a digital ArChlteCts, Engineers, C011St�uCtOt'S
<br /> signature and date. „ � �� State of Washington
<br /> Printed co ies of this document are nof considered si ned and sealed and the si nature must 1 /2 = 1 —0 19020 33rd Ave W,Suite 530 Ce�ificate of Authorization
<br /> p g g Lynnwood,Washington,98036 Architecture No.603235512
<br /> be V@Clfl@d OIl all,/@IGCtr0111C COp16S 425-921-3500 Engineering No.3137
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE QRAWN DA SUBTITLE CURRENT REVISION SYMBOL DATE •
<br /> PS A. ACCEPTABILITY BEL 07 27 16
<br /> 0 RELE4SE 8 - (IFC WING BODY JOIN) WBS16321(25-35) BEL TAL 07/27/16 ���oF WASti,�FF THIS DESIGN AND/OR c c TRENCH & TRENCH COVER DETAILS 16321 O 07/27/16
<br /> �`� � ti� SPECIFICATION IS APPROVED AHM 07 27 16 SHEEf
<br /> �OEj��� ��a � 7 °'' ` T� APPROVED BY DEPT. DATE TAL 07 27 16 TITLE FACTORY TRANSFORMATION 777X WING BODY JOIN
<br /> ,� CHECKED S 2 81 �O 0
<br /> ` �° BUILDING 40 035
<br /> 25411 � APPROVEO � JOB N0. COMP N0.
<br /> ��'F �F�i s�ER�° ��`` WO 15/2899—800 .
<br /> ss�ONAI E�� APPROVED STRUCTURAL MASTER EVERETT, Wq owc Na 40-035—S281-800
<br />
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