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' CENTERLINE STRIPE ,----1�----�.., 1/8" 304L SS STEEL SHEET
<br /> ���� ' ���� BEND AND CLIP TO ALLOW G E�1 ERA� N OTES
<br /> � �� � � PASSAGE
<br /> 4'-7 1/2" �� �� OF 3/4" ROD THROUGH 1. CONCRETE SHALL BE 4000 PSI CONPRESSIVE
<br /> � STRENGTH 6 1/2 SACK HIGH EARLY CONCRETE.
<br /> � �
<br /> � �� gj ,, _....,_, �� 2. ANCHOR BOLTS SHALL CONFORM TO AISI 309 OR
<br /> � � � \ 430 STAINLESS STEEL.
<br /> , SYMMETRICAL j ��� �� `
<br /> ABOUT ___--,- __ 1 1 4 1I/2„ \\ ,I
<br /> 3. PLATE SHALL CONFORM TO AISI 304 OR 304L
<br /> �' \\ A I I 1 � STAINLESS STEEL.
<br /> -- - - - � - - - - f�- - --------\� --- ----- - - - -------- --
<br /> /- -\ � _�_ � � �
<br /> � /� � ��q � 4. SHEET SHALL CONFORM TO AISI 304L 316L.
<br /> � � �
<br /> � / \� � \�� � i / �l 5. WELD TYPE 304 OR TYPE 316 STAINLESS STEEL SS
<br /> � � � �, \\ � � % PLATE AND SHEET USING THE GAS TUNGSTEN ARC( )
<br /> 1� � NOSE GEAR CORE DRILL � `�-__-� � WELDING PROCESS. USE ER 308L FILLER METAL ON
<br /> � ' �' �+ \� �� �il'PE 304SS OR ER316L FILLER METAL ON 316 SS.
<br /> I � � �� �i
<br /> � i � @ i � NP ��g �� ��� 6. ORIENTATE TETHER AS SHOWN IN DETAIL 1/C36g.
<br /> i / �'�� � � ( ���` ��� 1/8" 304L SS SHEET , „
<br /> � �T , , T , , � , ____ 7. M A I N T A I N A 1 -6 M I N. D I S T A N C E F R O M T H E C E N T E R O F A N Y
<br /> I � � , � ��, � '---- ' END CAPS (2 PLCS) � TETHER POINT TO THE EDGE OF A CONSTRUCTION JOINT.
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<br /> , ��, ' A�P
<br /> ' � � � 3" HIGH PAINTED AjP DESIGNATION,
<br /> � , ,// \\� � � FORWARD 4"Wx16'L NOSE GEAR STOP BAR, SEE STRIPING DRAWING
<br /> � , �, , `�I � � SEE STRIPING DRAWING
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<br /> � � ! � REFERENCE DRAWINGS
<br /> � , � �
<br /> i i � AI RC RAFT TETH ER � 1�''j SEE STALL CONFIGURATIONS SHEETS IN DRAWING FILE
<br /> ' ' ' 45-YD-C86-TETHERING.DWG:
<br /> SCALE: 3" = 1'-0" �--� C36g
<br /> 1/8" 3Q4L SS STEEL SHEET ��
<br /> BEND AND CLIP TO ALLOW PASSAGE STALL 110
<br /> OF 3/4" ROD THROUGH 10" CORE DRILL ,
<br /> �
<br /> �P ��g 4 1/2" %��
<br /> 1 �
<br /> � $ i � �`.i % � FINISH GRADE
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<br /> �1/4"X3 SS BOLT � �
<br /> (2 PLCS) � \
<br /> �r ` y N
<br /> LAP 1 ONTO SIDE PLT �
<br /> � `> � APPLY CONCRETE BONDING AGENT
<br /> '✓'`-
<br /> EXIST SLAB r
<br /> � � N�� �OI� STRUCTION NOTES
<br /> �
<br /> �; - � � � � �
<br /> � ,
<br /> 1 . VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
<br /> ;� � 3�4" STAINLESS STEEL ROD �
<br /> � � ' 2. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRIER TO
<br /> (MIN Fy = 42 KSI)
<br /> ,� �� PROTECT EXISTING EQUIPMENT AND PROCESSES.
<br /> �- �. �
<br /> �
<br /> � ��:= ,
<br /> 3. EXCAVATION UNDERCUT THE EXISTING SLAB AS SHOWN.
<br /> � CONCRETE FILL CARE SHALL BE TAKEN TO REPLACE ALL MATERIAL REMOVED
<br /> EXIST SUBGRADE `' , WITH CONCRETE SO VOIDS BELOW GRADE ARE ELIMINATED.
<br /> � »
<br /> �, J 4. REMOVED SLAB AND EXCAVATED MATERIAL SHALL BE
<br /> �, � DISPOSED OF IN A LEGAL MANNER.
<br /> � � � � �
<br /> _ ,� � , � � � ,; , . 5. EMBEDDED ITEMS SHALL BE FREE OF RUST, DIRT AND�OR
<br /> � �„ ;: �� /�i j ,; /� ���.�, �,, GREASE.
<br /> � ���i , � � _ , � � , � ��
<br /> � ���j�A���� \� � � C>,�� i�\ \� � ,�
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<br /> �/ � � �� �� i� � �;�; � i � �� %;���': 6. EXPOSED CONCRETE SHALL BE FINISHED TO MATCH
<br /> �� ������� , �� ��� `� � ��,A��V����`���,� 1 "X8"� PLATE EXISTING SLAB.
<br /> �� . i � �/ i
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<br /> EXIST SOIL �� �� ��\��' `� ' � � � � � � ���\\ 7. QUANTITY OF TETHER POINTS PER STALL• �
<br /> ������ �` ' ;',�� ����,,��� STALL 110 = 2 TOTAL (1 PAIR; 777)
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<br /> � �\.�j �� _ � � �V� ���� �% 3 4"� STAI N LESS N UT
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<br /> � � OR REF� EREf� CE ON � Y
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<br /> � � *ROD TO FACILITY DESI�N BY CEI DATE 05.09.17
<br /> , „
<br /> 1/2 PLATE, lYP
<br /> 1 -� *OPTIONAL ROD TO PLATE CONNECTION, EXTEND
<br /> ROD 1 " THROUGH PLATE AND WELD AS SHOWN
<br /> S ECTI Q N TH RO U G H TETH ER � q� REFERENCE BOEING DOCIJMENT: D626W001 FOR �
<br /> SCALE: 3" _ � �—o" c36 S T A B I L I Z A T I O N—T E T H E R I N G C O N F I G U R A T I O N. � `
<br /> �
<br /> WN A SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> SYM REVISION BY APPROVEQ DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY J. PEARSON AIRPLANE TETHER ' 777X �
<br /> THIS DESIGN ANDfOR �
<br /> SPECIFICATION IS APPROVEQ SHEET �
<br /> BOE,��� TITLE UPGRADE 777x FLIGHTLINE STALLS C�� ,
<br /> APPROVED BY QEPT. DATE �
<br /> CHECKED �
<br /> APPROVED B U I LD I N G 45-YD �
<br /> JOB N0. COMP N0. o
<br /> W4535737 0
<br /> APPROVED DWG N0.
<br /> w. LANCE 4-20-�� CIVIL MASTER FLT LINE EVEREiT, WA 45-YD-C36g
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