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36"DIA��ETER x 7Q'-4"+(-LUNt; �
<br /> � 48"TNK CONCftETE U�IALL AI�GER GAS�'PILES(22 PLACES�
<br /> S500-2 {Pf.INTH 2}
<br /> 4,�0"x8'-0"HT
<br /> � � � � � � � � � � � �
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<br /> E IAT�F�R
<br /> �M
<br /> S500�-2 ��'� ��d �7'
<br /> JIB CRAN�BY � 1. DYNAMIG LOADS-THESE LQADS CAP�SE�ITHER ROSITIVE t�f�
<br /> � � � � � � � � �����R����p��� NEGATIVE ON THEIR AXIS,LOADS CC7ULD OCCUE2 IN ANY �
<br /> �� �r
<br /> = z " � Z �� CQM81 LO?ID AREA 1:
<br /> � � � � - .��...� _.� .._.._ ___� ��. _ _.�..�._.._...�.......�� _.� �. �SPA � X LOAD:11.�J2K
<br /> �J�s Y LOAD:0.0
<br /> o a , Z LOALI:9,QK
<br /> . i 1 ' f � I 166'_8"APF'R4X. 9 I l 1 I � ,.�M �OAD AREA 2:
<br /> � X LOAD:11.02K
<br /> � � � � � �Q. �Q. � EQ. EQ. � Y LOAD;4.72K
<br /> � ����-�" � ��-�° °��`-7° ��-�" � Z LOAD:9.OK
<br /> � �
<br /> � � � � �"'� �'' -'' �`' LIVE L AD - NE A 15 44. 6 .'I'HIS Lt?AD ASE AN
<br /> � 0 S TOTAL MACHI M 55 0 K C �
<br /> _..v � ._��.„__....�.___.�_._ _... _._ _�. �. ��.._�. __y _._. ..� . . �.,. �1 ..�� _�._.. - -�..,... _ __ _ __ _ _ �.. � _.._ BE TREATFD AS SEPARATF FROM Ti-{E DYNAMIC��JAD CRSE.
<br /> �j �`(' `�' `j' `'�' '�" '�`'( �`�"j'' '(' �? LOAD AREA 1:
<br /> '�, i 1 � ! � I 1 P I I ! ``� X LOAD:Q.0
<br /> � � Y LOAD:0.0
<br /> 24"THK Ct��iCRETE WALL 4'-Q"x$'-4"HT 2 LOAD:22.03K
<br /> OPENING,TYP. LOAD AREA 2,
<br /> 3'-0" (Pk.INTH 1) (�0}SF'AC�S BTWN PILES ALf7NG SIDE ftflWS�7a 17`-�"=170'-�" . . , �,�Q„ X LOAD:0.0
<br /> Y LOAD:OA
<br /> ,���,_�„ Z LOAD:22.03K
<br /> Y 2. DESIGN REQUIRcMENT NOTES:
<br /> � ���� � � LOADING 1`Q BE LOCATE�ON JI�CENTERE.I�I� .
<br /> S�ALE:1f8" = 1'-0" QQS10-16 1560-16 S500 � ROBOT MASS•T07AL ROB07�1ASS IS 7.7�6K
<br /> OOS10-'f 7 1560-9
<br /> C10i1 Q-�'I 1560-21 X FOUNDATION LOADS:
<br /> O(1�10-22 1560-22 Z��P) Z LOAD-9.OK
<br /> FUTURE 24°'THK CONCE�ETE 36"[?iA�rtETER x 70'-��+1-LC3NG HORIZONTAL FORCE(X QR Y)-5.17K
<br /> (j 'aVALL(�'L.i�lTH 1) AUGER CAST PILES(22 PLACESj TIl.TING MOMENT(A�OI�T X�R Y)-62FT K
<br /> FkJTURE 5'-�°THK MAT�ND
<br /> � 4. � �5p0-2 � 4. � 4. � � � � 4. FUTURE 4'_���x8'-U° � � ATTACHMENT TO FOUNDATIt3N
<br /> ! 1�'-��� ��� 4��(}�" + � 57,_6" � I 4°�()" 13'-2" � 4'�41� � � 59'_1(}° � 6�T�P�[VIN�,TYP. � 4'_0" 15'-7" � ELECTROIMPAC7 TO INST�LL NECESSARY RaE3p7
<br /> � ATTACHMENT
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<br /> � �-- � I SPAR TOOL DIMENSIONS AND LO,�DS-
<br /> � � � � � � � � � � � F'UTUftE 74"DIA. I X LOADS:114'
<br /> � � � � � Y LOAdS:8'
<br /> APPROX BASE A �I� Z LOADS:12'
<br /> � � � � � � � � � f�LATE FOR JI� �
<br /> �'' APPROX 50K TOTAl.WEIGHT
<br /> I � GRANE BY I � ADDITIONAL APP�OX 2K LAY!!P MATERIAL ON SPAR TC7�L
<br /> 0
<br /> 4 ELECTRdIMPACT I
<br /> i g'�2" � � AGV UlEIGHT-
<br /> ...�. . _ �. _ _ ._._. � w�. - ---- - - _-.��- -�- - W ----- ,�,�� 3�G�lS WILL BE US�D TQ T1�€iNSPO�T TN�SPAR TaOL
<br /> � ~ �. SF'A I °O EACH AGU WEIGHS APPRQX�BK
<br /> , &Jls I �i EACH AG�/HAS 8 WHEELS
<br /> SEc SHEET S286 FOR ADD'L INFQ
<br /> ( 16�'-8"APPROX. I � aI
<br /> �
<br /> ��`' � SPAft SCAFFOLDING FOUNDATIC��I LOAQING B�7WEEN PLINTf-i5 ANC�
<br /> I I I I I I 152'-dI" 6 I I I I I q,,��; ��P�a„ i � �,.p„ `�..�i .
<br /> AROUND BUT NOT INCLUDWG TOOLIN�1�OAD.
<br /> —r—o�._..� o� -�-- ------- ---- �r�.r�-- ---------e.�io .___-- -- +.o..��, ---_.���. �.�— ----- ----- - -���--- f -- —o���..s��� t X: 156'
<br /> Y:20'-8„
<br /> T r� � T r� �r T T APPROX 55 PSF
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<br /> ��o�.�m�v� m��� � ����� or.�.w.����v0��v�����000.�.r�l � ���.��� o� 1.r���. ���..�v�r.� �o��.����� ..� �� �m.��l. �� �.._.,�� ��� I �
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<br /> rUTURE 48"THK CONCRETE FUTURE 4'-0"�c8'-0"
<br /> 3���� WALL(Pi.INTH 2) (10}�PACES BTWN PILES AL�7iVG SIDE R4WS�,3a 17`_0"=170'-�`" HT(7PENING,7YP. 3_�
<br /> � t�
<br /> 176`_0"
<br /> Y �
<br /> ���� � ���� � � � �
<br /> SCALE:1/$" = 1'-0" QQa10-11 S500 t `�
<br /> QOS10�1
<br /> 095�0-16 x
<br /> 36"1�9AME`CER x 70'_0"+/-(�p�yG OQS10-17 z��P�
<br /> � FIJTURE 48"TNK CONCR�Tc AUGER�AST PILES(22 PLACES}
<br /> SS��-2 WALL(PLINTH 2) FUTURE il=6"THK MAT FN�
<br /> FUTURE 4'-0"x8'-Q"
<br /> � � � � �- � � �- � � 4. �fT OPENING,TYP. �- �
<br /> � 14"-0" �'��" � I �7,��« � 4�i��� 13'-2'" � �'�0" � � �����„ � �F��� ������ �
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<br /> �UTURE 24"TNK CONCRETE
<br /> rUTURE 4'-0°x8,-Q`�
<br /> WALL(PLINTH 1} HT QPENlNG,TYP.
<br /> ��_�° (�07��ae�s��rwn��i��s a�or��si���ows���i_p°_��o�-o° �,�,�
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<br /> �Q510-16 q � 2 184 ��'��`'�4
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<br /> �r e� Su��e 30�
<br /> ����� � R�nton, Washin��on 98057' David P. Balawajder 1 �g" — � '_Q°r o
<br /> WA PE 28184 ,x;
<br /> SYPri REVI510t� BY APPROVED DATE SYM R�l1SIQN BY APPRt?YED DFiTE bRAWN DATE S�.iBTITLE CURREN7 REVISION SYM80L 06S,7E �,
<br /> ,���� accEPTasi�iTr c�� 03 2� �� �
<br />� o R��rs���-���E�S� �� cZ���b��AR ��- �F� FD�� � �������ES s��, c�� — ��M o�,�2��,5 ��.�� °` `�`"�,�p -��s �E���� ������ -� � ENLARGED T04LING PLANS 'N2548317 Q o�/�5/� � � .
<br /> � � S�ECIFICATION IS APP�C?VE� AHM 03 25 15 sHEEf �
<br /> BEN"���'s N�S APPROVED 8Y DEPT. DATE TAL o3 25 �� T��� BOEING 777X CWC BUILDING '`
<br /> NU.3i97 ��°�E�r{E� �
<br /> � �, �, �UILDI�IG 4� 0�8 �
<br /> �-�,, o APPROVED o JOB N0. CQMI' N0. �
<br /> ��T� a� �ujN��\�P �pp���E� STRUCTURAL MASTER EVERETT, Wq °wc uo. ����������� � � "'
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