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7 7.5 � 8.5 � � N� <br /> 50'-0" 50'-0" 50'-0" 50'-0�� . <br /> 18'-6° ° o � WING JACK PAD INDEX PLATE <br /> — — — — —1-- — -,_-.. ' _ <br /> N I � � _ _ _ � � +, � _ — � — — -- — — — ,5 SEE DETAIL 1/S283 <br /> � <br /> N � � I 1 I <br /> �- - ) - - -( i �„ i <br /> � � � <br /> � �- � � r <br /> CV <br /> M � <br /> � <br /> CO <br /> I � I � � <br /> —�t� � ��� � <br /> 7'-9" 12'-81/2" 8'-10° <br /> FRP POSITION 3 FRP POSITION 2 <br /> � � (TOC = 548.03') � (TOC = 548.03') I �E N E RAL N�TE S <br /> 2'-10 7/8" � <br /> � <br /> —�r)- — - —i- -{r-}— i i <br /> a � � <br /> 1 <br /> TY f N <br /> .� TYP � � 4 � � t <br /> S283 � I <br /> -���-� - - - -��- <br /> _ � , , � <br /> 11'-0 5!8° <br /> � 34�-5�� � 1 ' ��NSTRUCTI�N NOT�� <br /> I 1 � STEEL PL1"x21"DIA.(TYP)BY BOEING TOOLING <br /> � � � <br /> � � � <br /> � � � <br /> � � � I <br /> � <br /> ( � ( � o <br /> � <br /> 0 <br /> T �E�EREN�E DRAWII��� <br /> 1. SEE SHEETS S2n AND S2o FOR GENERAL NOTES <br /> i � � ( AND STATEMENT OF INSPECTIONS <br /> 2. SEE SHEET S280-1 (W015/2899-700)FOR TRENCH/COVER DETAILS <br /> AND 12°CONCRETE SLAB. <br /> 3. SEE W0105/2899-300 FOR FRP FOUNDATION DETAILS. <br /> � � � I <br /> � � � � <br /> � � � � <br /> 0 4' 8' 16' 24` <br /> ' 1/8"=1'-0�� <br /> � � � <br /> BLDG 40-023 BLDG <br /> � � I I O.I9 1 2 3 4 5 6 7 8 9 10 it 1r 40-033 � <br /> I <br /> 10 � 11 ' 12 � 13 e 14 <br /> � + � � <br /> � � ( � .� � � � �. � o ,.� a.. m. <br /> i.s � ,, is <br /> � � BLDG <br /> ,/� 40-034 <br /> 15 � 16 � 17 �j18� 19 <br /> � 1 i �i � <br /> � � � � � _ _ � � _. %'� �� _. _ , <br /> � � � � <br /> 20 21 22 23 24 <br /> K <br /> °O 0.9 1 2 3 4 5 6 7 8 9 10 11 11' <br /> BLDG <br /> BLDG 40-025 40-035 <br /> �UILDING 40-024 KEY PLAN <br /> I � I � , <br /> I � NTS � <br /> , <br /> 0 <br /> _� , <br /> 0 0 0 ' ❑ ❑ o ❑ o 0 0 0 ❑ ❑ v ❑ o 0 0 ' ❑ o .'. <br /> — — —.__ _—_ —_ — — _ -- --- -- ---�—�-r-- —i — — --- --- , — __..__ --i -- — , --- -- — — ---_ ' J � _ <br /> � � <br /> ! I I I <br /> I ( www.brph.com Copyrighto 2016 <br /> PA�TIAL L� PL��I ��n����, En�in�ers, Constructc�rs <br /> SCALE: 1/8�� = 1�-0° � Ly�nw od�Washing ont 98036 State of Washington <br /> Ce�tificate of Authorization <br /> 425-921-3500 Arohitecture No.603235512 � <br /> Engineering No.3137 `p <br /> a <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �` <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE MPS A. ACCEPTABILITY B�� 08115116 16325 p 08/15/16 `� <br /> SE 9- IFC WBJ 40-025I40-024 WBJ16325 BEL TAL 08115116 `Z`� oF WAsy �t� THIS DESIGN AND/OR CHECKED SLAB PLAN � <br /> 0 RELEA ( } ( ) ' mas\. ee � ��' � SPECIFICATION IS APPROVED �M 08115116 sHEET � <br /> c9 1 :11�' 08- -07A.� _�,� ENGINEER TITLE FACTORY 7RANSFORMATION 777X WING BODY JOIN � <br /> Z APPROVED BY DEPT. DATE AL 08115/16 � �� � �� c <br /> �: CHECKED <br /> � �UILDING 40-024 « <br /> �'" 9 2541 � PPROVED JOB NO. COMP NO. • <br /> o �, W015/2899-800 � <br /> � �F�l S i E��� �� PPROVED DWG NO. <br /> �ss�o N A� �`'� STRUCTURAL MASTER COL 1.5-J/7-9 EVERETT,WA 40-024-1 S68-800 <br />