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J <br /> Q , <br /> � <br /> �-- <br /> _ <br /> _ � <br /> � m <br /> � <br /> � C!� <br /> � � . <br /> 0 <br /> O <br /> � . <br /> � <br /> TICAP EL.97'-0" #5 STIRRUPS @ 4Ya"O.C. <br /> i (8 LEGS) z <br /> „ V <br /> � <br /> � a � <br /> #9 @ 7"O.C, a < : � <br /> EACH FACE ° a °'° <br /> d e C <br /> � d _ � <br /> STANDARD HOOK, HOOKS SHALL ENGAGE '� a � e e a� ° � <br /> �o\� LONGITUDINAL BARS THAT ARE NOT ADJACENT d m q y� <br /> �S TO EACH OTHER < Q� ' � <br /> g ° a ° � <br /> • � � � a�a° I.� �� ° .. . � J � � . <br /> � • � �.4 , � � ee' a, � . <br /> a a � 8 5�_p�� � <br /> � � �• a�. , g d � .P '' d � d 1 <br /> • � a �a ° V <br /> d ' a � 9 , � ' �d � <br /> ° '� (11)#8 LONG <br /> � s"^ �.�; ° ° � s : <br /> • • ' • � ' < : e` e — TOP&BOTT. <br /> • • a -� d— a o — — ALT,'90°HOOK P. /�\ <br /> d .d. �d.� 8 . � U Q C'. d'.. `pi/ . <br /> 'a° . M�` ih U . . . � <br /> a a Ll . <br /> • • • M .o. . '. a . . � . Q. �. tl� . . <br /> (52)#11 � o� v a (4)#6 EA.FACE . <br /> � � ° ° a a HORIZ.EQ.SPA. � <br /> 4 Q a � <br /> �. a <br /> NOTE: 1'-3° . a a a . a �a a � d Q Q• � , <br /> STAGGER LAPS SO THAT ADJACENT TIES QO NOT ENGAGE THE SAME LONGITUDINAL BARS. a a <br /> 9'-0" � <br /> � � a ° � . <br /> 0 <br /> D ETAI L � � a a <br /> a <br /> � ' ° ° �' <br /> a <br /> C I RC U LAR T I E D ETAI L A S E CT�o N B SCALE:3/4"= 1'-0" 5265 S266 � a �Q 4 da a da 4 4 O � , <br /> SCALE:3/8"= 1'-0" S260 S266 SCALE:3/8"= 1'-0" S265 S266 a ° a #4 STIRRUPS 1-6 SPLICE <br /> a <br /> �� a a-- -, � e <br /> 4 <br /> 7 . a p ' 4 ' .. �. <br /> Q d <br /> O <br /> � . . a ,.. � . . . . <br /> a ,. Q � ' . p . . . . '� . . . <br /> . Q Q 4 . � � � ' ' <br /> 4 4 <br /> V� � a � . Q� � � . ' �. •. 4 . <br /> � q #4�BAR ST�RR�PS <br /> 4 . O <br /> a ° Q ° a o � � @ 12°'O.C. � <br /> � a a <br /> FOOTING SCHEDULE ° <br /> a <br /> a a q �: <br /> 3�_6"AT#7 N � � <br /> 3'-10"AT#8 � #4 TIE @ 12" <br /> FULL WIDTH s,��"AT#9 MARK LENGTH WIDTH THICKNESS REINFORCEMENT COMMENTS ° ° � <br /> KEYWAY 7-7 AT#10 LAP PER GB SCHEDULE . • a • • , a <br /> � � �° ` ° �° � `° ° � TYPICAL GRADE BEAM SECTION (GB6l <br /> SE PLAN FOR Q. Q Q'� 4 d. a z l l <br /> DOWELS TO MATCH �., G DE BEAM F4.0 a d � <br /> a SCALE:NTS <br /> T&B REINF. = s° °. °� . a a� • . ° . � a� �-�- <br /> � a °a a � <br /> F4.5 2�.p�� <br /> �1 2"CLR. <br /> 4 = �' � -�- � <br /> F6.0 <br /> LENGTH x WIDTH ° °a <br /> FORM SAVER = <br /> • . • a• a. � <br /> ° � (4)#8 LONG TOP&BOTT. <br /> 0.10H <br /> � aa <br /> 2" • <br /> __ � TYPICAL FOOTING DETAIL CLR.,�P. a <br /> a. #4 TIE,TYP.ALTERNATE 90° <br /> 3 SIDES ° ° HOOK ' <br /> SCALE:NTS • a �IQ <br /> CAISSON CAP <br /> a <br /> �� ° #5 VERT.W/STD HOOKS EA.END <br /> a , <br /> GRADE BEAM SCHEDULE a @�2��O.C.E.F. <br /> a <br /> REINFORCEMENT LAP � ° � <br /> —° MARK WIDTH DEPTH STIRRUPS � � <br /> BOTTOM BARS TOP BARS BOTTOM TOP �., � a ° a a #4 STIRRUPS 1�-s°SPLICE <br /> a a . <br /> �� I s°. <br /> 3'-6"AT#7 GB1 1'-6" 1'-6" (4)-#8 (4)-#8 #3 @ 9 3'-10" 3'-10" TIBM ° <br /> 3'-10"AT#8 (3 VERT.LEGS) EL.97'-0" Q � <br /> • 2° � aa ° #�U BAR S7IRRUPS @ 12"O.C. <br /> 5'-11"AT#9 ° � � . a a a <br /> 7'-7"AT#10 LAP PER GB SCHEDULE � �� � � � a CLR, w a ' <br /> G62 �-6 1'-6" (3)-#8 (3)-#8 #3 @ 9" 3-10' 3'-10' a = <br /> a' U <br /> � (/� . , a.. . <br /> DOWELS TO MATCH EE PLAN FOR GRADE SEE SCHEDULE � a w � ° (7)#5 EA.FACE HORIZ.EQ.SPA. <br /> T&B REINF. FULL WIDTH �, BEA GB3 1'-6" 1'-6" (2)-#8 (2)-#8 #3 @ 9" 3'-10" 3'-10" • � a � <br /> KEYWAY = _ � ° <br /> d <br /> GB4 2'-0°' 1°-6" (4)-#8 (4)-#8 #3�° 9 3'-10" 3'-10" • s` e � ° <br /> (3 VERT.LEGS) SEE SCHEDULE <br /> � � � �_ �� �_ �� - � a <br /> �FORM SAVER 4� = GB5 2-0' 6-6" (4)-#8 (4)-#8 �@ 12 3 10 3 10 M J a <br /> (3 VERT.&9 HORIZ.LEGS #4 TIE TO MATCH STIRRUP SPA. <br /> G66 5'-0" 5'-0" (11)-#$ (11)-#8 �4 @ 12 3'-10" 3'-10" SEE SCHED. � � <br /> (6 VERT.&6 HORIZ.LEGS) v <br /> M <br /> 2 . <br /> � NOTES: <br /> 0.10H 1.ALLSTIRRUPSSHALLBECLOSED. TYPICAL Gf\/"1DE BEAM SECTION TYPICAL GRRDE BEAM SECTION (GB5) � <br /> 2.PROVIDE 3"CLEAR TO STIRRUPS AT BOTTOM. <br /> � - - 3.PROVIDE 2°CLEAR 70 STIRRUPS AT TOP AND SIDES. SCALE:NTS SCALE:NTS <br /> CAISSON CAP <br /> 0' 6" 1 ' 2' 3' 4' <br /> P PU�" BA< _ <br /> �o oF wAsy"��yv 3�4„ _ � ,_�„ <br /> � ,��, , � a 0' 1 ' 2' 4' 6' <br /> ��� s,_� Co � . <br /> �n r' z <br /> TYPICAL GRADE BEAM TO CAISSON CAP CONNECTION E a a0 r2- � 1 /2" _ � '—o" <br /> SCALE:3/8"= 1'-0" S266 S266 . � T�RA L �-��\��`'�� �' � � 2� 4� 6 y 8� � <br /> ��IQ S�IM '� �t�I1 S'�1"��� Sla"I�� �{�7 ��NA L �-��' 3,8» _ ,� �_O» a <br /> ��(����� ���������n ����� David P. Balawajder Q <br /> WA PE 28184 � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o <br /> oF yyqSH ACCEPTABILTY KRw 09 04 14 SCHEDULES W2548317 09/04/14 \ <br /> P�`` N�r THIS DESIGN AND OR CHECKED N <br /> � �y SPECIFICATION IS APPROVED AHM 09 04 14 SHEET r? <br /> ��� BENGNEERS NC.S APPROVED BY DEPT. DATE pPBNEER 09 04 14 r�T�E BOEING 777X CWC BUILDWG �' <br /> N0.3137 CHECKED S 6� � ' <br /> c� <br /> `��'�� o APPROVED B U 1 LD I N G 40�OVH JOB N0. COMP N0. Y <br /> /cq�F OF AU1H��\�P� APPROVED DWG N0. N ' <br /> STRUCTURAL MASTER EVERETT, WA 40-058—S266 <br />