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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. <br /> i � i <br /> � � ______ � � <br /> � �� � � � <br /> ii �� `�\ � <br /> _-�- �/ i �� ( <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 <br /> � ' � ( <br /> � �` <br /> i � ll i 11 � I <br /> i � �� i i i <br /> � � �/ i <br /> _�_ \ � \ � �� ' i i <br /> `�\ �\ // � <br /> i <br /> _ \ � ��' -- - - ----------- ----�---- ----------------------- ---------- ---- - ---------- -------- <br /> �i �� �- _� � � i i <br /> � 11 � i i <br /> i <br /> i i <br /> I � i i . <br /> i i � i i i i <br /> I i i i i <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 <br /> / i � <br /> i �/ �� ��� <br /> / / <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�\ \� � ,� <br /> „ � � � � ,; �� , , <br /> �/ � � �� �� i� � �;�; � i � �� %;���': 6. EXPOSED CONCRETE SHALL BE FINISHED TO MATCH <br /> �� ������� , �� ��� `� � ��,A��V����`���,� 1 "X8"� PLATE EXISTING SLAB. <br /> �� . i � �/ i <br /> /�/�/�, �� - � ��� ; <br /> , ;. <br /> � ; . <br /> EXIST SOIL �� �� ��\��' `� ' � � � � � � ���\\ 7. QUANTITY OF TETHER POINTS PER STALL• � <br /> ������ �` ' ;',�� ����,,��� STALL 110 = 2 TOTAL (1 PAIR; 777) <br /> , � , � <br /> �� /j �//��� � . %' //�,� � � � <br /> ��� �� ;� �i� ��.�i � D '� � �i�\� �i�� `� <br /> / ' / `— � '� `� � �'�� ' � <br /> i ,��� / � � � / ' �, � � "",�' � � ./�/ ��/�i <br /> '� �'��� � �_ � � �;' /����/ <br /> �, �' \� v\� \�, � � � ,, <br /> � �\.�j �� _ � � �V� ���� �% 3 4"� STAI N LESS N UT <br /> � � �, �� , /���/ ��'/ � � <br /> , � \, \ �' \�/ ` ���, ��` �� � � ��. ���; � � /� i ������� <br /> .� <br /> � � OR REF� EREf� CE ON � Y <br /> �� � <br /> �j�`%\ /\ /�\`i,\'�% ���`�i�i;�����; � ,iV�;;� ��; 'V' �\ \� \j <br /> � / ,, �� � <br /> , � � � /� � � , , �� �,' �' ��� / '�� � ,% <br /> ��� � � '�` `" \ �� '� � �� , ���� � \ ' � \ , � i � � �\ �\� <br /> �, �� � ���� �, � �� � <br /> � <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 <br />