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<br /> _ � ANCHOR ROD EMBEDMENT SCHEDULE CAISSON CAP SCHEDULE REINFORCEMENT LENGTH ANCHOR ROD SPACING SCHEDULE �
<br /> �� � � � . � REINFORCEMENT SCHEDULE Q .
<br /> sl �� a' . a . - . . �
<br /> DIMENSION
<br /> A sEE scHE�.FOR ' ° ` DIAMETER "E" MARK ELEV. MARK BASE PLATE TYPE � � .
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<br /> � � e ° : � a ° LENGTH WIDTH THICKNESS BOTT. REINF. TOP REWF. �w sw
<br /> ANCHOR ROD SPACWG � °. ° ° C
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<br /> �`. a. ,;. , ` #4 TIES
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<br /> d ° CAP-1 6'-3" 6'-3" 4'-0" (8}#9 E.W. (8)#9 E.W. SEE DETAIL C3 53'-0" 1A,1B 44" 24"
<br /> � .. ":,. ^. ; `aa
<br /> �> .. NOTE: � ,
<br /> /a . , .. ° ' ` a` a � . � ADJUST TIE DIAMETER TO
<br /> � � ° ' 1 1/2" 2�_p�� CAP-1A 6'-3" 6'-3" 6'-6" (10)#9 E.W. (10)#9 E.W. SEE DETAIL �
<br /> ' ° ° � ��� ` Qa . IT AROUND ANCHOR RODS C3A 73'-0" 2A 27" 27"
<br /> — � � � .a �
<br /> �.. a tl °• \ ^ a °� `.a..: . ,� ..; CAP-2 7'-0" 7'-0" 5'-6"
<br /> a...�. a.. . � °a a , ..aa. (10)#9 E.W. (10)#9 E.W. SEE DETAIL
<br /> � �' ° 2 2 6
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<br /> ,,. C6 73'-6" 2B 30" 30"
<br /> a ���.L�/.:°° . � a°" : `a. CAP-2A 7'-0" 7'-0" 6'-6" (12)#9 E.W. (12}#9 E.W. SEE DETAIL �
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<br /> d �Q CAP-3 6'-6" (12)#10 E.W. (12)#10 E.W. SEE DETAIL �
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<br /> " 3'-0" CAP-4 21'-0" 9'-0" 8'-0" SEE DETAIL 4/S265 SEE DETAIL 4/S265 SEE DETAIL �$ 88.�,� 4,15A,156 33%" 15%" �
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<br /> S E CT I O N p ' 9 ° a 4 ° . C8A 100'-0" 5 18" 18" O
<br /> SCALE:3/8"= 1'-0" S265 S265 � ° " 47#11 �' •
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<br /> °.. . a ° o " a � "WHERE CAISSON LENGTH IS LESS THAN REINFORCEMENT 6A,7A,8A,10 21%�� 21�Z�� U
<br /> � � °� ° � LENGTH PROVIDE FULL LENGTH REINFORCEMENT.
<br /> 27#11 #4 SPIRALS .
<br /> #4 SPIRALS � @ 3,Z°O.C. � a � � . � , � �
<br /> 16#10 ° I e a aG. 66,7B,8B,9A-C 23/' 23/" n/
<br /> #4 SPIRALS @ 3%"O.C. a. - - ' a < � L.L
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<br /> �'Qy� 5EE A/S261 FOR n/
<br /> CIRCULAR TIE DETAIL CIRCULAR TIE DETAIL �-L �
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<br /> 6'-0"DIA, 8'-0"DIA, � '
<br /> CAISSON CAISSON CAISSON � Q �
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<br /> SECTION a SECTION SECTION "' � FORCOLUMN& 0
<br /> �p BASE PL SEE PLAN �
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<br /> SCALE:3/8"=1'-0" S265 S265
<br /> S C A L E:3/8"= 1'-0" S265 S265 S C A L E:3/8"= 1'-0" S 2 6 5 S 2 6 5 � o
<br /> � N 21'-0"x 9'-0"CAP
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<br /> FOR COWMN& FOR COLUMN 8� a � 12'-0"
<br /> FOR COLUMN& BASE PL SEE PLAN BASE PL SEE PLAN `n � #5 STIRRUPS(8 VERT.LEG)
<br /> BASE PL SEE PLAN @ 4 1l4"O.C. .
<br /> Q Q FIN.FLR.
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<br /> � � ��, � N 5000 PSI CONC. B SPACE#t4 TIES @ (HOOK ENDS) �
<br /> �U� , , @}0 7 0" 7'-0 CAP �qp 4 AT CAP 4 S266 , ;
<br /> w � 6'3' x -3' CAP � � 9 0" 9'-0 CAP 3' O.C.WITHIN 12" #5 S IRRUPS
<br /> FIN � o � o � � T/CAP OF TOP OF CAP (8 V RT.LEG)@ 9"O.C.
<br /> EL,, FIN.FLR. '�-'�, � FIN.FLR. w `�' . a FIN.FLR. Q � EL.97'-0"
<br /> "' �= SEE � N � � SEE SCHED. M N � EL.100'-0" SEE SCHED, M N � � O J f���II�'I�I� ] � �I = _ _ _ _ � � � =i�i�i�ii�iZ
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<br /> a EL.97-0 m, EL.97-0 Q � w � _ _ _ _ ; � � � _ � ��� _ &FAR SIOE wlsro
<br /> J � � �,., w � t 1-1 fi rt �t 1 � 1 - 1111 fi � � HOOKS EACH E ND •
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<br /> �' SEE SCHED. � ° o _ o � � � o = �? o I I I I I I I I I �I I I I I
<br /> � � w = o = w c� d �-� ' -�- -�- -� - - - - -, � � � - � -i--�-r-� � 2�°CLR.
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<br /> cn o cn #4 TIES @ 12"O.C. Q � w � Q w w w � � a � I I I I I I I I I
<br /> , CAP1 � = w 4 ww �u cn Q '� , � #4TIES@12"O.C. � ��-� i � � 1 I -1 � � � � - - - - -! � �( � - ���� I ``'
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<br /> PROVIDE 1%EXTRA � `
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<br /> TURNS EACH END �, � S265 p , ;�� ;
<br /> � PROVIDE 1%EXTRA a ° ° '. � ..
<br /> � , TURNS EACH END � °a ° �° a . .
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<br /> ' �. � PROVIDE 1%EXTRA ° � �
<br /> � TURNS EACH END � i � � i °
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<br /> - � NOTE: < ,
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<br /> " CAISSONS ARE REQUIRED TO BE EMBEDDED A °° � � : �. ° G a g � � e. ' �'a° : 6'-0"DIA. 6'-0"DIA.
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<br /> � ' ° � MINIMUM OF 2X DIAMETER INTO GLACIALTILL. °° � ' �` �
<br /> ., a. . � .. • °
<br /> a ACTUAL EMBEDMENT TO BE VERIFIED BY THE �. �
<br /> ._ GEOTECHNICAL ENGINEER a ` ° ° ` a -
<br /> a o �� � CAISSON AND CAP-4 DETAIL 4
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<br /> � � _ ° , � �° OS10 S265
<br /> g Q° a 6 SCALE:3/8" = 1'-0"
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<br /> 3'-0"DIA. �`—'� G .. . \�-- -�� d a QP\1L Bq�
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<br /> 6'-0"DIA. 8-0 DIA.
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<br /> � �
<br /> �o��D�T�RAL84��������� �, � , 2, 4, 6, 8,
<br /> CAISSON AND CAP-1 DETAIL � CAISSON AND CAP-2 DETAIL 2 CAISSON AND CAP-3 DETAIL 3 SS��NAL �.�G� Q
<br /> SCALE:3/8"= 1'-0" OS10 S265 SCALE:3/8"= 1'-0" OS10 S265
<br /> 900 SW 16th Street Suite 307
<br /> SCALE:3/8"= 1'-0" OS10 S265 � „ , ,� �,
<br /> S284 RE'11�4Ci, Was��n��on 98057 David P. Balowajder 3/8 = 1 -0 0
<br /> WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a,
<br /> WAS ACCEPTABILITY KRW 09 04 14 0 �
<br /> P�� �F H/N�r THIS DESIGN AND�OR CHECKED SCHEDULES W2548317 09/04/14 N
<br /> � �y SPECIFICATION IS APPROVED AHM 09 04 14 SHEET M
<br /> BOE,��� BRPHAR�H�TE�TS E�PBNEER 09 04 14 TITLE BOEING 777X CWC BUILDING � �
<br /> ENGINEERSINC. APPROVED BY DEPT. DATE
<br /> � CHECKED 2 6 5 c:�
<br /> N0.3137
<br /> _ , � P�, P�o APPROVED B U I LD I N G 40-058 �
<br /> � �
<br /> = JOB NO. COMP NO. �
<br /> � — Fi �
<br /> qTF OF AUZ���\ APPROVED DWG NO.
<br /> - STRUCTURAL MASTER EVEREfT, WA 40-058- 2��y
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