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5 5.5 6 6.5 7 LEGEND <br /> 50'-0" 50'-0° 50'-0" 50'-0" <br /> 13'-8112" 7'-9" 12'-8112" 8'-10" <br /> � � ° WING JACK PAD INDEX PLATE <br /> — — — — — — — — — — — — — � — — — — — — — — N — — � — �� — — — �.5 � SEE DETAIL 1/S283 <br /> � <br /> v _�� �� I I N <br /> � � � r � T <br /> , FRP POSITfON 5 FRP POSITION 4 1 _ <br /> (TOC = 548.03') (TOC = 548.03') � � o <br /> M r- <br /> � 1 <br /> I I <br /> I � � I <br /> —� — — �� <br /> d- <br /> � i i , N 2�-��"$�� G E N E RAL N OTE S <br /> � <br /> I I 1� EXISTING UTILITY TUNNEL(TYP) <br /> I I I � �� — �� �. <br /> 1 <br /> , � �P , <br /> N <br /> � <br /> � <br /> � I i I � I S283 I <br /> � —, <br /> � -�}�—�— — -- —� <br /> � <br /> � � � � �I� 11'-0 5l8° <br /> 34'-5" <br /> ' ' i CONSTRUCTIDN N4TES <br /> 0 <br /> I 1 � STEEL PL1"x 21"DIA.(TYP)BY BOEING TOOLING <br /> I I I � <br /> i i i � 0 . <br /> � <br /> i i i i � <br /> � <br /> i i i i i � <br /> ; <br /> 0 <br /> � <br /> REFERENCE DR,AWINGS <br /> 1. SEE SHEETS S2n ANQ S2o FOR GENERAL NOTES <br /> � � ' � � � 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 I I I I <br /> I � � � � <br /> I I I I j <br /> 0 4' 8' 16' 24' <br /> � � � � � 1/8"=1'-0" <br /> BLDG 40-023 BLDG <br /> 0.9 1 2 3 4 5 6 7 8 9 10 it ir 40-033 <br /> � � I � I � <br /> � <br /> 10 i 11 � 12 ; 13 i 14 <br /> iI I � I I.5 � � � � � � � � 1.5 <br /> � � BLDG <br /> � �� � � 40-034 <br /> 15 16 17� 18 19 <br /> ' �� i ( <br /> � � . <br /> � � � � � � � � � � � � <br /> _ 20 21 22 23 24 <br /> � K <br /> co K <br /> � � os , z 3 4 5 a � s s ,o „ „� BLDG <br /> BLDG 40-025 40-035 <br /> BUILDING 40-024 KEY PLAN <br /> I ' I I j I o NTS N <br /> 1 <br /> , <br /> , <br /> , <br /> � n , o ' o � o � D a o \ � o a � o o � a ; Q o � <br /> , <br /> — — _ _,_ ____ _ __ __ __ _ _ _ _ __ _ __ __ _ � . <br /> _ _ —_ „' — —r; _—_ .._ _ , - - , — — __ _—_ ; _—_ _ _,__ <br /> , _ _— — <br /> � � � � � <br /> I f ( I �- <br /> I www.brph.com Copyrighto 2016 <br /> PARTIAL SLAB PLAN a-chitects, Engineers, constructa-s <br /> N5tate of Washington <br /> 19020 33rd Ave W,Suite 530 Certificate of Authorization <br /> SCALE: 1/8�� = 1�-0'� Lynnwood,Washington,98036 Architecture No.603235512 � <br /> 425-921-3500 E�gineering No.3137 `p <br /> c <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE c' <br /> PS q ACCEPTABILITY BEL 08115116 � <br /> `��M F WAS �F THISDESIGNAND/OR CHECKED SLAB PLAN �6325 p 08/15/16 � <br /> 0 RELEASE 9-(IFC WBJ 40-025/40-024) (WBS16325) BEL TAL 08/15116 � o N, � <br /> '� SPECIFICATION IS APPROVED HM 08115116 SHEET � <br /> �OE,�� � 1 :11as 08- 1� -o� '' T> ENGINEER TITLE FACTORY TRANSFORMATION 777X WING BODY JOW � <br /> Z APPROVED BY DEPT. DATE AL 08/15116 c Q O O � <br /> ( + CHECKED � �V� O � <br /> BUILDING 40-024 `'r a <br /> 9 2541 � PPROVED . <br /> � �F�/S T E��Q ��� �og No. W015/2899-800 COMP NO. � <br /> �ss�o N A� ti�C� PPROVED STRUCTURAL MASTER COL L5-J/5-7 EVERETT, WA °wc Na 40-024-1 S67-800 <br />