Laserfiche WebLink
� _ <br /> A I � <br /> 30"THK GONCRETE VALL 6'-6"THK x 5(3'-6 6"V1�D x 176'-U"LG MAT FND 4'-0°x8'-Q"NT OPEt�ING,TYP, 36"DIA�AE`CEft x 40'-Q°+f-�Ot�lG � L E G E 1�1 D � <br /> 5501-1 (PLINTH 1� AUGER CAST PILES(32 PlACE5) , �1�� , 21,� � <br /> 16'-8" 4'-0° 64'-6" 4'_0>' 52,_1" 4'_0�� 4—{3 26-832 <br /> 1"ISOLATION JOINT, <br /> � � � � � � � � � � � ALL 4 SIDES TYP <br /> i ' � � s � � <br /> s � � <br /> � <br /> 3 � � I m <br /> � 1 w ____ �.__________ _ .__ ___ __���__ ._� �_..�_.---�_____.�_____ __ � 1_______ _ __� v.___�_.� � _ � �_a._.___.�.__________.�__._.�_ �_ ____�__..______�_ _--- ��._____._.____._��____. . _�_.F ____. ___.___ .�__._.__.____� �___�. � <br />� �________.�_________ `_ �_ �_�_ .__ �_�. __.___.___�..__ __________�.____�_� _�_______�_e_.____.________a��_�_ _ �_ �___� � � �_ 1 <br /> � � � � � --�-- <br /> � � , � GENERAI� � T <br /> � � , 2 � e <br /> I I � � � � � � 1. MACHINE LOADS(DYNAMIC AND I.IVE LOADS) � <br /> I ( I � � � � � � � 8 DESIGN REQUIREMENTS NOTES: <br /> � � � � � � � �, N� QYNAMIC LOADS-THESE LOADS CAN BE EITHER PC}SITIVE OR <br /> � 29,� N EGATIVE ON THEIR AXIS,LOAD5 CQULD OCCUR IN ANY t <br /> � � C � � 11'-1�� �, COMBINATION. <br /> € <br /> f � � LQAD AREA 1: <br /> � �� � 2��� a � 29, � � X LOAD:5.2K <br /> ! � � 951-�3� � 5-7�2' � Y LOAD:d.0 <br /> —— � Z I.aAQ:8.OK "� <br /> J � �� � � � � 6 � LOAD AREA 2: <br />�j � s � � { � ' ( � l � X LOAD:9.2K <br /> � � ��.�.� � __¢ j � �_���.� �. �� __�����_P n �.�__.�.�_ .�W.��_�..�,��.�.�.�.��` � m.m�_ �._ I r t �` _ f d � i ��' , r ��' r � <br /> ����.�W._a..�.���w�.��..m�.�_�..Aa���__ �.� __ _.m��_w���.. ,a___ ���..�..�.wm���....�.� _ _�...._..�....__�...,_.. � ��_�.._�..�_ �.��_._�.�..:.�_�_��_�.a_ .�1 ��: �..��. ,. �_.�..�, .��.�...���..��u._.._.�.�.�.. _ �'� YLOAD:4.5K <br /> ,� ��, -_�--___�.�w �.�. „��. _ � �_�..�./ � �� C-X- / � C.,�.� � m..m���..�...���..�.�,�t.._ / � � �1 � �,,,� 1 � �_�J ; �t f (� ( ` J I �-o Z I.QAQ:8.OK <br /> � � � � ° I � � � � a I � ; � ( � <br /> � I � � I � ( LIVE LOADS-TOTAL MACH IN E MASS IS 61.�K.TNlS LOA4 CASE CAN BE <br /> g�'��� � � � (9�SQACES BTWN P�LES CE�1`�ER R�W�a 17"0�-753-{3 � � 1 TREATED AS SEPARATE FROM TH E DYNAMIC LOAD CASE. � <br /> � � � �� � LOAD AREA 1: <br /> � � � � � � X LOAD;0.0 <br /> � � � ' � � ��1- Y LOAD:0.0 , <br /> � � � � TYp � � _ Z LOAD;30.5K � <br /> � ° 9 � � � � NI� LOAD AREA 2: <br /> � � � � � �, Z X LOAD:0,0 <br /> 1 � I � � � � 9 � F ; � `� Y LQAD:OA <br /> � � � � � � � � 3 s�a�-� i � O Z LOAD:30.5K <br />� � � ` 949'_�11„ � t s � <br /> � � � 32 � � � � � ROBOT RAIL TRENCH,REFER TO E�.ECTROIMPACI'DRAWINGS FOR <br /> � � � � � ADDITIONAI.INFORMATION. <br /> I � O � UTILITY TRENCH HEIGHT AND WIDTH DIMENSIONS ARE TBD. <br /> f �_� _� � �' � r . � i ���� � �' �' 1 t � � f _ i �' I I / � / T ' <br /> ��__.. � �����. �. _.._.��� a�� __ �_.�_..���..�.�µ�.��� �d� �x�s�o.��.=��.���..�.��. �_.� ��. u�.✓._�.���_t�.� . ���v_ �A�..�...�.��Y�. � M_�.w,�.u�.�. ,� ..���r�� �� y��.�����..�_���� u._�._��a� _ <br /> � ��/ ( � �'' �` � ,l � �1 � � 1 � � ,�` � �/ ��_;�ri���������� ,w��mr._..����I.�.� I _ .._ . _..___..��.�_� . �v._._� __.�.,.��_.�..` _._.�,.._. N 4. ROBOT LOADS � <br /> � J <br /> � � � �Jµ�49�V� � "�' � � m� � DESIGN REQUIREMENT NOTES: <br /> � � ' ! � MQVING LOADS ARE TRANSFERRED TNROUGH STRC}THMAN RAILS <br /> � j � � j � O EMBED IN THE CONCRE`fE.STATIC LOADS ARE TF2At�JSFERRE� ' <br /> 6D"THK CONCRETE WALL 4'-0"x8'-Q"HT OPENING,Tl'P, � THROUGN CUP AND CONE INTEEi�ACES�IXE[7 TO 1�NE�QNGRETE. <br /> 3'-0° EPLINTH 2} (1Q}SPACES BTWN PILES ALC7NG SIDE R�WS @ 17'-0"=17t1`_�'� ���„ ROBOT LOADING <br /> (.� ROBOT Pr1ASS IS 39.7K <br /> �7�tqt� � COMPRESSIVE LOADING INTO THE SLAB IS SH�WN AS <br />� T POSITIVE MOVING LOADS ARE SPLIT BENJEEN 4 W#-�EEI.S <br /> -�+ n'c �,rh� /�+ LOCATED NEAR THE EDGES OF THE LUAD AREA <br /> G.�1 V L�.. 4 �lll 1 V � � � Z(UP) C NO lW0 L4AD CASES BELOW QCCUR SIr,RULTANEOUSLY <br /> LOCATE PILES FQR FU7URE St�41N 3 QQS10-41 1S60�1 S501 /"� LQAD CASE 1 -ROBOTMOVING <br /> SCALE:118"= 1'-Q" 4 X t 1 LQAD AREA 1:44.1K <br /> BASED ON SKIN 1 PILE DIMENSit�NS OOS10-42 1S60-4 <br /> QOS 10-46 1 S60-46 �"'� THIS LOAD CAN OCCUR AT ANY RE3BOT L�CATIC}N <br /> ....�. LOAD CASE 2-ROBOT MOVING <br /> 00S10-�7 1S60-47 Y ^ LQAD AREA2:44.1K <br /> ��■'� THIS LOAD CAN OCGUR AT ANY RQSOT LOCATION <br /> Z LOAD CASE 3-RQBOT STATIC � <br /> THIS LOAD CASE CAN 4CCUR AT t�NY ROBOT Y LQCATION <br /> � POINT LOAD 1:5.1K <br /> t� � PQINT LQAD 2:11.3K <br /> B „ , „ , �,„ , „ � �� � � 1 � POINT LOAD 3:8.6K <br /> 30 THK CQNCREi'E WALt 6-6 THK x 50fi�6 WD x 176-0 �.G MAT FND 4-0 x8'-0 HT{}PENING,TYP. 36' [31AMETER x 40'-Ct"+J-LONG <br /> (PLINTH 1) AU�ER CAST PILES(32 PLAGESj , ���� 2�n <br /> g�p�_� PQINT�OAD 4:19.1K <br /> 1"ISOLATION JOINT, THIS LOAD CASE CAN OCCUR AT ANY ROBQT Y L�CATION <br />� 16"-$" 4'-�" 64'_6" 4'_�"' S2'-1" 4'-0" 4-f 2 26'-8�2 7 �QAD CASE 4-ROBQT STATIC <br /> � � � � � � � � � � � ALI.4 SIDES TYP L <br /> ! � � � � � � � � � � POINT LOAD 2:8.5K <br /> � �---- � POWT LOAD 3:13.4K <br /> r � � POINT LOAD 4:15.7K <br /> � � € / �.` ( � <br /> _ ��__w��_.y..�u���.��.�._.....o .�. :�tv��.�=.�.�..m.r=,�_.�.�..�r_.,a.�._a,� 7_�.a��_ .n_��.�._.�.,_.���v�__�..w <br /> �..o...�._e� � �.,�w.���m.��.� .� �..,�,� ..�.�.� .,..�_..��. .�.,, �.m�...._,.�..,N_e���.�_��.�.�._.e �, __� .�.an.�,_ . _ �_.� _�.�H�.xe�.�.�.� �._ k. �_�.�.�..�_e �a...�e�.�v_,�_m..�.�,.�.._.� .�n.. �. <br /> � � � t � � � ; �. �� _a��._._a���_�:�������.�� ..�_.�w���.v��A�_�..�_v�_.��... �. ..����.m_�LLv.��a���r.m.�.�..a�uw _�a �_w..�=a���..�v .�r��_�._�a.��__ �.� �.�}_a.x.�a���_�.�a�� _����_�__� C �C�N S T I�l�C T I N T <br /> � Q 2 `� `�' � <br /> � � � � a <br /> � � � � � � <br /> � , � <br /> � � � � � I � � # � � <br />� I I I � P � � � � ��"-,�z � � � �� <br /> � ; 2�f� <br /> � � � � � � � � � � <br /> � s�-s�� �a ^ �z o�° �z�-1��� I ���-�° � (��s�Ac�s��wN �iL�s cE�T���aw @ ��i-o°=s��-op � � � <br /> � � � <br /> II ' 1 � ° ° ' _ <br /> E '�� -- '" �~ r� 1 � � �' �' � � f � � � � � r �` _� �' �` <br /> _ .__�.�,w_ ��.�.�m.�_ �_ ._�. .��._�.�.��.L.���.���.� � .._�n�.r �..��__�.�_ .�.�.w m.�a��_..��w. �.__�.r.�_.�._ti._ _ .���..N.��� <br /> � <br /> �,�.v��.. �... �.�.�..�W.����._�. ���_.� .���. o ,p..._ _�.__.�..._ 1,�.�_�._�,�.�..� ��. � .�,.... �.. � �---- � , — —— —— —= � � _ �.. �. � �.a�.�� ��...�e.� .�.v����.�,m�,n.1�_m....�.�.A_v�_..�...�. w m__.�...,�.�_�.�.,�W�..�w.�1�M..�.._�_...� _m�m�..�....�..�._�_�.�_�.W�._1 � . .�.�.�..w..._ ._.�._.��.�...� �._ 1.�.�.�w_.�.._�.�.r _.�..r �.�. <br /> �i �.�� ....... �1 a i r —— —— � .� f �� � C�, ,� � �.�; 1 �� � i�i � ,� <br /> -�--- - -- — -- - -- - - - � -- - - - -- -- -a- -- -- �- - � � �- �- ; � � � -; � � <br /> -� �- -�- r- , � � �--- -- -� -- -- - � -- -- -'- -- ---. - - ___ _ __- - ! - - -- � - - - - - -=--- - --�- -I- - - � --I- - - - - --- — r� <br /> , � � � � � � � ; � �� ; � ; � ; �o REFERENCL C�RAVVIN�� <br /> � ' ' ' <br /> I � I � ; � � � � � � � <br /> � � i i � � � � ��,- � � � <br />� � � i � � � i � � �� -- ' <br /> I I 3 <br /> — ;-- - - -- - -- - -- - - - -- -- - -- - - -- - - -�- -- i � � � � � � � � �`o <br /> —�— — .- :. <br /> ! i — — — — —— — — ——— — � <br /> -- -- -- -- — — - -- - - -�e. � <br /> � - -- -- -- - � r � <br /> �xisriN�uri��a�R L� �� .�_ � �-_ _ � __ � � EXISTING UTILIDQR —� Y �— — — — —F � N <br /> 29 � � � � S501-1 29 <br />� ! � � 151'-2��" 5"-732� <br /> � a , a � � <br /> � � � � 14�'-3�2 � � � � � ' <br /> � � � � � � �� <br /> � �_.�_�.��.�._v� �� � � � ������ <br /> � <br /> t / � / l r' / t /' l � � f / � <br /> �_.�.�.��. � ��. .� �.�� �__.� .�.... .�_ �_�.��.�.���.���__.__� .��__...�..����..a���_�.����..� �. � �� _ ����..���.�. �� ����.���..��__ . � _ti���u.�..��� a��.�a�....�.�...�.� _�'�.�.��.� .�..hu.ro�.���._��.�.__a�.������� .:��.��..�..�_�.��.�_���n.�._�_._ .�. ��._�.�_�.4�.�.��..�._ _.__ �._ ,__ _____.�.�._��w.� __.��..�._..�....�___ �..a_� <br /> � <br />� I�� I t �� ��/ � � 1 � ,� I � � ,� � ,� �� / � �..�� I I � � J �, <br /> `� �. � .�- .�- , � <br /> � � <br /> , 3 , <br /> i . � � � <br /> so�ri��co�c�E�r�w��.� ��'� <br /> 3'-0" {PLINTH 2} (10)SPACES BNVN PI�ES ALONG SIDE RC}WS� 17'_0„=17Q'_0"' 4'-0"x8'-�"HT OPENING,TYP. <br /> 3'-0" <br /> �7�,�„ DRAWING ADDED <br /> TO PAC KAG E . <br /> ���1 E 4 S�CI N � � � <br /> SCALE:1/8"= 1'-0" OOS10�6 1 S80-46 5501 <br /> OOS 10-47 1560�} <br />� <br /> z(uP} . QP�}L Bq�q <br /> x ��p�OF WASy� �yv <br /> ti � c� � <br /> q Q � � <br /> y Qv'`i z � <br /> � <br /> �o �G�, 28184 G����� <br /> �40 SW 16th Sfiree� Suite 3�7 _ ��`�`s'�Na� ��G\�� O' �' �r � �? 2�? Q . <br /> ._ .. . . . . .. N . <br /> ��nton, WdSIl1C1P��C)Il �HUS� David P. Balavrajder 1 f S" = 1 '—Q" � <br /> WA PE 28184 �; <br /> SYM RENISION BY APPROWED €}ATE SYM REVISION BY /�PR4VED DATE DRAWN DA 5UBTITLE CURRENT REVISION SYMBOL �ATE g, <br />� �F �;asH, ACCEPTABILIIY CLP 03 09 15 <br /> W2548317 — 03 09 15 � <br /> �P�� rye�o� THIS DESIGN AN�/OR �NM Q3 �� �� ENLARGED T�OLING PLAN <br /> . <br /> SPECIFIGATIQN IS APPRQVED SHEET � <br /> � 6ENCIH�ns,r��c.s ; APPROVED BY DEPT. DATE TpL � Q� (}Q ��j T��� BOEING 777X CWC BUILDING Y-' <br /> � No.s1�t CHECKEa ��� 1 � <br /> c:_i <br /> fip,� ;ti A� R � B U I LD I N G 40-�58 �oB No. �a�� �Q. � <br /> fc �.Q'� — t!) <br /> �rE o� �,uzH°�'� APPRQVEt� DWG N0. <br /> STRUCTURAL MASTER EVERETT, WA 40—Q58-5501 <br />