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<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 /> � � € / �.` ( �
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<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�}
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<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 />
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