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PL 1 1/4° HINGE BAR PL 1 1/4" HINGE �AR
<br /> 7'-4"
<br /> 1'-0" 2"MIN
<br /> REMOVE AS REQ'D TO CONSTRUCT TRENCH � #6 x 2'-8"@ 12"OC D4WELS SET IN L5x3x3/8 LLV W/ 1/2" DIA X 7" LQNG 2 318�� L5x3x3/8 LLV W/ 1/2" DIA X 7" LONG
<br /> 5288 SEE SECTfON HILITI HIT HY200 2 5�8�� 1118�� WHS @ 12�� OC WHS @ 12�� OC `
<br /> #6 x 2'-s"@ 12"oC � A/S288 6 3/4"EMBED(TYP) ALUM PL 114" 2 5J8" �18�� TOP OF CONC ALUM PL 114�� 118�� TOP OF CONC
<br /> (5)-#5 DOWELS SET IN
<br /> EXIS7ING SLAB
<br /> EXISTING SLAB #5 @ 12"OC 6 3/4'!EM ED(7YP) S289 ,,,_ ,.,,,
<br /> 1/8��
<br /> d-� a .-
<br /> ; d - a � � o d- � - -. . - � - . .
<br /> � .
<br /> — - — - - — � � : - " : , ,
<br /> - ; _ a , , , , ..
<br /> . a'- a �<. -
<br /> � i=1 I(=a� a � TYP _;4 ,�= __� �_:� J S289 � - . ""', I=I(f- � - : - . . -d ;
<br /> . ��d
<br /> -a� �- d °� 5/16 2-6 � °` 5/16 2-6
<br /> ' �!=I I�d.�� . - I I I I I I_� _ � I I- _ . , . . . .
<br /> ��— _ Q S288 °a_ , —��0° � � ��°� '�a� I I "' '�� � � � 5/16 2-6 � '�." � _ �a 5/16 2-6
<br /> ROUGHENED SURFACE � , J' 4,- . �� '�� �Q _ � ROUGHED SURFACE TO � � �°°� �a a°-b.`�°� PL �EYOND � �°S� e .°��. �,'. �
<br /> TOMIN 1/4"AMPLITUDE -��'-�' " ',-,-; c��� � o � � �� - � - -; - : "- � '
<br /> (TYP EXCEP7 @ WATER STOP) � � �� ° � � ° �: 1/4"MIN AMPLITUDE(TYP, z PL BEYOND — __ _ ^
<br /> �;a ° - _ _ � , ..
<br /> , M � ���� EXCEPT AT WATERST4P) � - ; _ , :
<br /> _ T Y da. ' -
<br /> . da, _
<br /> . - N � . a . , e , .
<br /> �< .< T- � ` � #5 @ 12"OC EW,EF < a ° � • d �
<br /> " WATERSTOP(TYP) a�' Q a
<br /> .— . - - . , .
<br /> a � �... . , , , , ,
<br /> WATERSTOP(7YP) A ' PL3 1/2"x4° : - . PL 31/2"x4° r ;
<br /> 4 3 q ` d
<br /> .w . ., r .Q . a p �.. . ' yd , . •' ,tl�
<br /> . . 4' � ,. _ _ , P 0 ,_ , . = . , 9
<br /> , ° - - ' ° , . � O a ..=a -. ". - . ; • „ _ , . -0, . , a - o. 9 a _
<br /> 9 '9: . - ' , ' . - � .. - � m� _ � a.4'�. ° . � . , a , „ ' ,d, 5/16 :. " �a � ° 5/16 _ : - =� � ' � �
<br /> :a-' a- . .
<br /> , ;aa.
<br /> . ' . .° .. °'_< ' �' TYP . �'- � `aa, TYP . �;- .
<br /> �.a '� ; . .
<br /> � �,_;���i I�' 5/16 = --: � - .: 5/16 , --, � _ -. -
<br /> e ' - • .d' d �4 • " .
<br /> r-, � #5 @ 12"O.C.EW,T&B '° �
<br /> c.� �,_2„
<br /> 1'-2" 4'-0" 1'-2" NOTE:
<br /> SEE SECTION A/S288 FOR REINFORCING DETAILS
<br /> S
<br /> E�TION A SE�TI�N � �ETA1L �lNC�� �LOCK � DETAIL �IIN�E ��� 2
<br /> SCALE: 1/2°=1'-0" 1S60-13 TNS10-13 S2gg
<br /> SCALE: 1/2"=1'-0" TNS10-14 TNS10-17 1S60-14 1S60-17 S289 SCALE: 3"=1'-0" S289 S289 SCALE: 3"=1'-0" 5289 S289
<br /> 1560-14 TNS10-14 TNS10-16 TNS10-20 1S60-16 1S60-19
<br /> 1 S60-16 TNS10-16 1 S60-2Q
<br /> 1S60-17 TNS10-17
<br /> 1S60-19 TNS10-19
<br /> 1S60-20 TNS10-20
<br /> 7'-4°
<br /> SAWCUT AND REMOVE AS REQ'D TO CONSTRUCT TRENCH
<br /> 6„ ��_2�� ��_��, ��_2�� 6��
<br /> � #6 @ 12"OC,EW,TOP
<br /> A D Z EXISTING SLAB
<br /> S289 S289 �
<br /> M
<br /> - a d p '�
<br /> EXISTING SLAB $ TRENCH COVER PL — � ' " � � � " � ' �_� � � - , � — �
<br /> � Q . .,; - a - -.
<br /> OR CONC LID � ' . " � ` � �� ' � � -
<br /> HSS8x6x3/8(LLH)W/PL1(2x8x0'-4" �.
<br /> I =1 I i= I I I—I p<:.,'.� •, -� a -I I I—I I I�I I I—I �
<br /> �—� I -)�I- �" a °. .: � �. � ' ��—����� ��—I � �=i
<br /> I—� � � ; —� � 4 ' —I I I .
<br /> '� 3 SIDES,TYP _; :�<a �_ '#6 @ 6"OC EW N :,"�. �,_��
<br /> 3116 #6 x 2'-8 @ 12 O.C. � -.
<br /> DOWELS SET IN NIITI -a-4_ . p �' � "
<br /> � L8x3x1/4 x 0'-4"W/ _ � HIT HY200 EPDXY(EMBED 6 3/4",TYP) _ �- `-;a°:: ° �,; a g; �� ROUAMPLITU�EU(TYPCEXCOEPT
<br /> ' � a (1)3/4"DIA HILTI HIT Z SET IT � � �°e". - . � AT WATERSTOP)
<br /> 3/16 ' HIL71 HIT HY200 EPDXY '� q a a . "- '-° �4.�'�
<br /> � EMBED 6 3/4"(TYP) O° #5 @ 12"OC,EW,EF(TYP) '�� -p - � �
<br /> TYP 3 SIDES � � �
<br /> �
<br /> 3/16 � MC8x20 W/(2)3/4"DIA.(4 @ S�M,SPACED @ 2'OC)HILTI HIT Z SET IN - . _ ��..�a : �
<br /> � HILTI HIT HY200 EPDXY.EMBED 6 3/4" ,,
<br /> S289 _ . , ' .
<br /> .d �� _ .
<br /> y � .4 , •. ,. Q �d
<br /> � �� �� _ � - -. -�". " "- . - _' • #5 @ 12"OC EW,T&B .a 1 5/8" MC8
<br /> PL1/2x8x0�} Wl1l2 THICK - - � -ad � �
<br /> NON-SHRWK GROUT °�� � ,,;_� i i� -=i � � a:, a� - -a
<br /> �, �_) '�=�� I- � -q ' : � � ��P) �
<br /> —I I�— I�� FOR REINF,SEE �
<br /> EXISTING WALL(BEYOND) ; � ' SECTION A(OR SECTION D@ SIM)S/289 WATER STOP(TYP) , �� .; d � U Q`=Q,
<br /> ROUGHEN CONC 1/4" _ - - 3/4"DIA HILTI HIT Z SE7 IN �r
<br /> MIN AMPLITUDE , .,a ,. �-�--` �� ' �° - - ° ` ; . �°`� � � � HILTI HIT HY2Q0 EPDXY
<br /> STANDARD HOOK#6 x 2'-8"@ 12"OC � � - = ��°�"��'�.a a. �. ; a:. °q� .�°.<- a �� ; - EMBED=6 3/4"(7YP)
<br /> � DOWELS AT TRENCH � - _ -_ - � (�
<br /> VARIES BASE SLAB AND WALLS ' ��' - - r
<br /> SET IN HILTI HIT HY200 EPDXY ,'`• .- _- - ��,^�' - - '`/- � --_ c�—n NOTE:
<br /> EMBED " - _-_ - , _ .''�-�;�:',_- -_ - _- �,�, _ _ - -
<br /> 6 314 _ - �� '``'' '� ` - - . GROUT NOT SHOWN �,.
<br /> _ - - - -- - ';-�� � �'- � FOR CLARITY
<br /> - - - - '500PSI CDF✓ - -- � z
<br /> - - _ -_- _ �.��SIM�.,;-_- - �• _` -- o
<br /> _ - -_ - ;;_-• -- - �
<br /> .�- _ � _- - -- �.;" _ -_ - __ 'n BASEPL1/2" 4��
<br /> 0 3" 6" 9" 12"
<br /> CTION c SECTI�N D D TAIL 3 SCALE: 3��- ��_o��
<br /> SCALE: 1/2"=1'-0° TNS10-13 TNS10-14 1S60-13 1S60-19 S289 SCALE: 1/2°=1'-0° S289 1S60-11 TNS10-11 S289 SCALE: 3"=1'-0" S289 S289 0 1' 2' 4' 6'
<br /> TNS10-16 TNS10-19 1 S60-14 1 S60-20 1560-14 TNS10-14
<br /> TNS10-20 1S60-16 1S60-20 TNS10-20 SCALE: 1/2" = 1'-0"
<br /> 1560-23 TNS10-23
<br /> �: ,
<br /> NEW SHEET ADDED
<br /> www.brph.com Copyrighto 2017
<br /> Architects, En�in�rs, Constructors
<br /> ihis item 6as been etectronically signed and sealed � State of Washington
<br /> by(Ernest Maiteri,PE)using a digitat signature and 19020 331'd AVe W,SUite 53Q CertiflCate of AuthorlZation
<br /> dafe.Printedcopiesofthisdocumentarenot LyflnWOOd,Washington,98036 ArchiteGture No.603235512
<br /> considered signed and sealed and the signature must 425-921-3500 �
<br /> beveri�edonanyelectroniccopies. Engineering No.3137
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE «
<br /> SYM REVISION BY APPROVED OATE SYM REVISION BY APPROVED DATE \�S� MA/�F ACCEPTABILITY BEL 03/08/17 CONCRETE DETAILS 16321 p 03/08/17 �
<br /> ��\i �F Syi 'pj THIS DESIGN ANDIOR CHECKED SHEeT '
<br /> 0 ISSUE FOR CONSTRUCTION(SRW-40-035/40-024) (WBS16321) 8EL EM 03108/17 �`; � ti�� SPECIFICATION IS APPROVED AHM 03/0�/17 �
<br /> � est Q'te i :. O ENGINEER TITIE FACTORY TRANSFORMATION 777X SERVICE READY WING �
<br /> 14: �+ 03 (-08't�' M APPROVED BY DEPT. DATE EM 03/08117 ��� �� � �
<br /> CHECKED � �
<br /> �UILDiN� 40-035 "
<br /> 9 �21'$7�/ � PPROVED JOB NO. COMP NO. LL
<br /> W015/2899-801
<br /> �� FG I S T E��� ��� °C
<br /> Fss�o N A� E`�� APPRovE° STRUCTURAL MASTER EVERETT,WA °�"G"o. 40-035-5289-801
<br />
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