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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 /> � � � � � � � � � � � � <br /> ! � �a�-o�� ��io° 1 � �7�-��� � � 4��on ���-�° a�aN � ���-��� � op��vi�c�TYP. ����� � zr�,_o° � <br /> I � � 1"ISOLATIE7N JOINT <br /> � v <br /> , r -� _ r _ .�... r � �_ ..�. �� �� _ _.�. .� � .� _ r .� .� � � �'� �.. .�. ..� l ._..�.._.�... � �. � �.� �1 "' <br /> �..�a.._.,�.�i ��� �I i ��i � ,� � �� i� � 1 c i ���1 ���� , - .--� � ��--- <br /> �- � �- �- �- �� �-r- �- � -�- �- <br /> a . <br /> I 1 I I � I � I 5"-6"THK l � � � � � �o���ia.a�pRox � <br /> � � �� � I I �As p �;� <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 <br /> — -- - -- � �� o..r �� �_ �..__ .._._-- - - - - - - - - -- .._ _. r � � � � r <br /> r� �� � � e � � � .. --� — - - - - - - - - - -- -- -�--� ._...._ v� -- -- --�- -.� o � � � �� s— - -- -- -- -- -- — -- �.� .�- --� --1 _ 3�'�' SPAR700LFOUNDA710NLOADif�� <br /> � ��..._o�o�. � �� m..���. � ._. m�.o,�._. .._�_.. _..._... �, �� � �m� _�..� �r _ �r. .��� ..�.�°oe -- --.o--�.^ �._��,._---- ���_.._�.�._�.�, — --- � �� �' LaADINGT08ELOCATEDqi�JI�C�NTERl�INE <br /> � <br /> � e _ -� _ � __ � .�_____ �.� _ ..��.�. .� � ��. .� .�.�..�� �. _ ��..�.-r _ - �. _ � ..�.�,.r� _ .� �.r `r �. _..�.__..�. � y�1�.�I � <br /> � �� �i� � �._. _L � .�. .�...�r.o�..��� .��..���._o_..�.. .�� � ��o�v _.. � � 1. ..._!.._� �—� � _Jo .1— r�� o, ��_.- - - --- ------- - - -�o ._..._�o �� —��_�_ . <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 <br /> r�_.�__._ � ¢ f_ __-�e__ _...a __ _ _ .�.�.__.___�_.�.._ ._. .�._ ��'.._ _ � .�..��. �.y ,a.., ..�....�v � �.,W�.m..�...W..o...,.�. ..� ....d _ . � 4.� ..�. � ,� <br /> ��o�.�m�v� m��� � ����� or.�.w.����v0��v�����000.�.r�l � ���.��� o� 1.r���. ���..�v�r.� �o��.����� ..� �� �m.��l. �� �.._.,�� ��� I � <br /> � � i � � � � ��- - -- -- � — -�-v � a. � � �.. ._._ � �. ,� � `Y' <br /> ,, -�- - - o �— � _.._ �� �� �� �. o .� �_.__ .r� � � � __.. �.� .�r. .�� � � �. .� � _... � � - - -- -�- - - -�r..._ � � �� d � � � .�� � �. -- - - -- -�- -- -� � m .d.e.� � � �. __ � � � _.. �.� ._.�. .� � � .e._. ___. .�. � <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��� ������ � <br /> ..�,.. I <br /> ELECTROIMPACT,INC. <br /> L r .��v ��.s�.m .�..� ,o.����v ��. � ��������.��.. �.� �.��m._.,�..._�� _ o � �_.���e �� ����.s i ��m���,.�� � � ���,.,� d...�.�_... ..m � �.�.�..._.. .��. � .__���..._.....��...�.� � �� - 777XSPARFOUNDATI4N . <br /> �. � � <br /> ---t—— — — �., <br /> � r � �m`~�. � � T � � � � � � � .� � � DRA�NINGS 3777.00.0002, <br /> � �.._ ___.. _.�._� _v...��.�.) - - .�. _ ._.. ._�_ _ _.... � _�..��_ �.�.�, -- -� �... �. .��...��..- ------�•. .m._ . _ W... _ � _ ._._ M. .�..��.m..�.�..� ..�.�- ..�.. _ _�. _ ...�.._....�.�._� �.�.�___. <br /> �-- � �- REV.P.1.(SNEETS 1 THRU10j <br /> �..�� o�m� �._1m�_l_� �. �,.�...__.�.�. �� �..�.�.��_. �_ __._�.a...�.._..�_���_�T--.L .._.�vLo--- ---�—�--�-------�----_v._�_ _�� r._� _�._�.� ��_� r�_1_�.� _.r �__._�._._. � <br /> � <br /> 0 1 I 1 I I I I I I I I �^ FUTURE 70°aia. � � <br /> I � � <br /> 0 � ���Rox aRSE � �IM <br /> � PLATE�QR JIB � � <br /> CRANE BY I r' <br /> I �,��„ � ��.�cr��It�1pAc�r � <br /> I <br /> I �� ���� � <br /> I - - ---- ..� ..�...�._a. _ _��. �_.�_w...,___�. ..��..�,�_�. -._��_�_�,:�..�m_ �...�..�...o.� <br /> �., ��� i N <br />�� � ,o &JIB � <br /> � <br /> . <br /> 1 I 1 E I I I I I I ! � <br /> 166-8 ,�PPROX. � �;�� <br /> � � � � <br /> � I I � I � ����-�ry � � � � <br /> �.,.�,� ���_��i ��.��, � <br /> -- - ---- --__--- -- � -- --- -m - - - - - <br /> ---- --- __ ___ _ __��. _ .�__ __ �� �_ _ <br /> v � � ��� <br /> � �- � _--�.-�-T .. - W... _ ..�_ .� .� _ _ T�. �- _ -_-�.-_� -�-�-T- - -- .��. .�.. �W-� _ _ ____.__ �_. _.�_ _ .� ��-- �-_..�...�.. ..� ! <br /> �- .�-- -�-� <br /> � � —_____� _ ; __ _ ___ __— _—_--- -- ____ _ __ _� _�____ � �.�_ �____ _______ __ � �_____ �__ �.=����_�_ ��.---�_.� i � DRA�NI�1� �DQED <br /> �-- - - -- -i �� -- - 1 -- -- -- - - --� <br /> � <br /> � .� - -- _ _- -- -- __ e- -- __ __ � _ __ __ _ _ -_ - � -- -- _ - -- -_ -�- -- - -- -- _- .�_ -- - _ -- _- -� -- -- -- -- -- -- -- -- -- -- -- �._ - � ro �Ac�a�� <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° �,�,� <br />� 376'-0" Q�uL Bq�� • <br /> �\p�oF W A Sy� �'yv <br /> �r � ` �'�,�� <br /> . u _.� �� � � � I .va �` .,i • z � <br /> �c�aL�.�ia - � -o ao��o-�� s�oo � � P�� � <br /> Y OQS1(l-1 ` <br /> �Q510-16 q � 2 184 ��'��`'�4 <br /> o�s�a-�-r ��p S1N � 6th S e ' �` s�NA L E�G��� � 4 � 16' 24 � <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. ����������� � � "' <br />