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4�6°
<br /> 1 0 16 28 �8�
<br /> 2" 1'-0" 2" @ TRENCH LID
<br /> MIN 2'-0" MW 4' HATCH HINGE 1,
<br /> S288 BLOCK 1„ 7„ HINGE 16
<br /> - 4-
<br /> � 3 8 16 BLOCK �„
<br /> � TRENCH LID 3„
<br /> PL 1 1/4" 6 @ 16 2 9/16" 8
<br /> o � S288 S288 HATCH HWGE BAR
<br /> � o AL PL
<br /> , �•-- �� w EXIST.SLAB %"�J LONG H5 @ 16"O.C. PL1 1/2"x4" TYP 5/16 PL1 1/4"
<br /> _� - • - :. � �z"�X 8"LONG HS @ 12"O.C. PL1/2"W/ H1NGE BAR
<br /> L ,yq-'y:
<br /> � STDHOOK � DI�A.��3�LONG � / / ��% %,`� _. � �� 5/16� 2-6 �
<br /> � � .:� � ���� � ALUMPL `/ ��//�� , / /
<br /> �=4` d ° - -
<br /> _ � � /, - 5/16 2-6
<br /> '`,� �. �/�/�/� /�., � � � / /� /�, � �/ 5/16 / � ; L4x3x1/2 , �
<br /> � � ��� � �����%����/�%��/ �� `���'� %��/��/��/������� 5/16 �.. � � 1„ � o� � 5116 �
<br /> :. .
<br /> ,�- ;8� �; _ ,- a � ' � .-�• '� /�. /i� //�� c..� � ,/ � /i /, . P
<br /> � , / / PL1 1/2"x4" / j - , 5/16 TY
<br /> � � � " REYOND �
<br /> " 5 - . - • PL1/2
<br /> ., �a , ,,� _ ,
<br /> o, " . ,a , -/ � � /�
<br /> `4• � ' " ' 4'. ,G�.-. " - . - . _ � , n
<br /> . ��-4 . •. G' ' •4 . 4.`.. - �.^ . . . �i . . . � � , .
<br /> .� .4.4 _ �- -- - � � ` .4_ G; ; �- . . � #6X18"x18"HK BARS @ 12" � . ,
<br /> v - �
<br /> �� ' � O.C.IN HILTI HY-200 EPDXY, 3/16 2@12 F3 F T 5/16 " 1/4
<br /> ,\\� � ,\\� � ' EMBED 6 3l4 @ MID-DEPTH n. ± ' � PL BEYOND TYP
<br /> G • • ;: -4 " 4�" ' d• . \` \ / / U � OF SLAB,TYP. � � � � 3/16 2@12 _ . . . , .. � .
<br /> (3)#5 EA.FACE, /� � , � ,� , , , - —
<br /> 5/16 ,�. 5/16
<br /> TYP.,EA SIDE �,, =. , : .4 , �� �
<br /> � � � �. - . -. L5x3X16 W/ . ° _ 4'-' �
<br /> „ . �4 ;. " _- - : , h 2�� DIA. x 8" LONG HS „ ,. �` �k � :" 4
<br /> #5 @ 12 0.C.TOP µ . ` -
<br /> . �2,� �C P�1 x� �a z, � ._�_ �
<br /> (3)#5 @TOP&BOT. � ' ,4 � � " @ . - '�` ' L5x3X5/16
<br /> REWFORCING LAP SPLICE,SEE GENERAL NOTES #5 U-BARS @ 12"O.C.AS - ` - ^- f
<br /> �.� =- � :„ �.R
<br /> SHOWN : �, � - ., _ " - .y ,. '
<br /> :..� ... . 4 A. ,^. F _ A ( _.9
<br /> TYPICAL WALL REINFORCING INTERSECTIONS � SECTION
<br /> SCALE: NTS - S288 A DETAIL � DETAIL @ HlNGE BLOCK 4
<br /> SCALE:1/2° = 1'-0" S500-1 1S60-14 TNS10-13 TNS10-14 S288
<br /> 1S60-16 1S60-19 TNS10-16 TNS10- SCALE:3"= 1'-0" S288 S500-1 S288 SCALE:3"= 1'-0" S288 S288
<br /> 1S60-17 1S60-20 TNS10-19 TNS10-20
<br /> S289 S500-
<br /> 4 7��
<br /> 47„ 1,� 16
<br /> 16 8 PL1/2"Wi
<br /> 5/16 3/8" DIA. x 3" LONG 28" 8"
<br /> HS@16" OC
<br /> 5/16 AL PL TY�5/16 16 PL1 1/4"
<br /> -� HINGE BAR
<br /> � //i,; / ,,' °,,s ALUM PL % /��/// /// � / /� .,. : ,- 5/16 2-6
<br /> , � /,`" .. � �
<br /> � j 4 , h - ' " 5/16 2-6
<br /> � � � � L4x3x1/2 � � �� �.
<br /> � ,r, o PL1 1l2"x4" / ,,- � i � _ 5/16
<br /> o / /
<br /> � � i_v:_. �� PL1 1/2��x4�� � _ _ TYP
<br /> ' S/16
<br /> � �� / �: `a� BEYOND � ���: :�
<br /> — — � � . _ �� � /�. ` . � PL 1/2,�
<br /> . �.<: � - � „a
<br /> PL BEYOND� � '. : 4� �" ' 5/16 _ ,' - . - 1/4
<br /> _ . ,_: 4, . ' TYP ` q .
<br /> L5x3X5/16 " . 5/16 ,�. -" � 5/16
<br /> :� . _, � �
<br /> _ � , _. a �, .
<br /> . _ - <,
<br /> � -.�. �_a . - - PL1,�x4�� ' .,,. --` `- � � �
<br /> SEE SECTION 3/S288 � y"°. SEE SECTION 3/S288 � x �"°" � . _ ` L5x3X5/16
<br /> FOR SIZE &SPACING 3:-' " - - FOR SIZE & SPACING - . ��h- � {�� "-�
<br /> . �. -�" n+ � ,. .
<br /> DETAIL 5 DETAIL @ HINGE BAR 6
<br /> SCALE:3"= 1'-0" S500-1 S288 SCALE:3" = 1'-0" S288 S288
<br /> NEW SHEETADDED
<br /> O www.brph.com Copyrighto 2017
<br /> Arch�tects, Eng�neers, Constructors
<br /> . Thls item has been electronitaily signed and sealed State of Washington
<br /> � by(Ernest Maiteri,PE)ustng a digital signature and 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> � � date.Printedtopiesofthisdocumentaisnot Lynnwood,.Washington,98036 ArchitectureNo.603235512 �
<br /> considered signed and sealed and the signature must 425-921-3500
<br /> � be verified an any efecVonlc copies. . . . EI1911102f1f19 N0.3�37 .
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> 0 ISSUE FOR CONSTRl1CTI0N (SRW - 40-035/ 40-024) (WBS16321) BEL EM 03/08/17 �,��ST �,r'A� HSC ESGN B D/R BHECKED o3 os �� TRENCH & TRENCH COVER DETAILS 16321 O 03/08/17
<br /> Q• oF was F
<br /> '��` � ti�� SPECIFICATION IS APPROVED AHM O3 08 17 SHEEI'
<br /> BOE,��� n13 Ate 0 ,�' �-o° �G ) APPROVED BY DEPT. DATE EM �N 03 08 17 TITLE FACTORY TRANSFORMATION 777X WING BODY JOIN
<br /> CHECKED S 2$8 �O 1
<br /> �� �FG S1�E��`a �`'� APPROVED B�I LD I NG TQ'O�5 Jo� "o. WO 15/2899-801 coMP r,o.
<br /> Fss��NAL �N� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 40-035—S288-801
<br />
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