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13 14 15
<br /> LEGEND
<br /> 12"UNREINFORCED SLAB ON GRADE
<br /> 100'- 100'-0" OR 12"THICK TUNNEL SLAB
<br /> 44'-1" TYP 4'-0"
<br /> 39'-11 1/8° ��P) � 46'-01(4° I - ,; 12"REINFORCED SLAB ON GRADE(DOT PATTERN)
<br /> S290 - - -
<br /> — — 2'-11 114° — — � — I— — � ( � — - ' — --- T —_—_ — — — — — — — — — — — — — — — — — — L.3
<br /> _ �
<br /> -�— � � � —� -_ - - _; — � �
<br /> � I I � S290 N � � I � I � �, I � � SRW INDEX PLATES(LAYOUT VARIES)
<br /> , I I o _ ,.. _ _ i I � o � �
<br /> � � � � �— � ( I � � � .
<br /> � �� � I - I 1 ( � � ti -`d .
<br /> , � a -, ��� •. ( I ._ _ _ _.. ;` I _ FIXED 12 REINFORCED CONCRETE LID
<br /> F� ` - `' � .
<br /> i "a��- ' - I � :
<br /> m I
<br /> ti
<br /> i ° ` I � TYP
<br /> : ��� _ :
<br /> . O V' . . . . . .
<br /> , � 4 , � I rj � o REMOVABLE STEEL TRENCH LID(SIZES AND LOCATIQNS NOT
<br /> 3 � ' FINALIZED,AWAITING M&E FOR C�NFORMATION)
<br /> TYP `" I � �aY- I � I ' 3 S500-1 `�
<br /> , I
<br /> �� A _ _ _ � - _ , s2so —� - --- — � � _ .
<br /> ` � o �
<br /> S288 " '•; •: TYP ,
<br /> a REMOVABLE ALUMINUM HATCH LID(SIZES AND LOCATIONS
<br /> �J � �- ��'' , B � �' NOT FINALIZED,AWAITING M&E FOR CONFORMATION,TYP)
<br /> � � �- ''�, S293 �
<br /> S291 I ' '
<br /> co 5�.5�� l I �'�.:°�„� co �
<br /> M � � ��-.;., ,: 2 � ( M "� SRW DRAG BRACE PLATE
<br /> `� 30'-031 ° M � -�
<br /> � TYP I I �
<br /> A
<br /> s289 I � I ►
<br /> _- — I I- — — -
<br /> I � �
<br /> �
<br /> 3'-8 3/8" 7 ( I I '
<br /> S291� �
<br /> �
<br /> 39'-45/8"
<br /> � � - - - - � � � � � CONSTRUCTION NOTES
<br /> , - �,.. , � i a a- � - i �
<br /> i � _ - i TYP 6 i - �. : . i
<br /> ,
<br /> , .��: . ��a� , ; � 4 �:;tl�`-- � � �_ „ ,_ �,
<br /> ' _, � S500-1 ( . Q _ � 1�. 4 0 x 4 0 UTILITY TRENCH(TYP),SEE SECTION A/S289
<br /> �
<br /> �
<br /> � J.— ��. � I� __ ________�� __ L� � L� � � � �
<br /> I � ( ( � I _ I ( 2� 12"FIXED GONC LID,SEE SECTION A/S288 OR B/S293
<br /> l I i I 1 1
<br /> -- - - - - - -- � � -- - -
<br /> ? � 7 3� 2'-0"x 2'-0"UTILITY TRENCH(TYP),SEE SECTION A1S288
<br /> 0
<br /> 3 S291 ( �
<br /> ( `� 4. CONTRACTOR TO ENSURE FLOOR FLATNESS CRITERIA:
<br /> HOLD:SRW DRAG BRACE PLATE HOLD:SRW DRAG BRACE PLATE NO STEPS SHALL BE LARGER THAN 0.125"(SEE GENERAL NOTES)
<br /> LOCATION TO BE CONFIRMED BY A LOCATtON TO BE CONFIRMED BY
<br /> BOEING. NOT FOR CONSTRUCTION S28g BOEING.NOT FOR CONSTRUCTION
<br /> — - --- I ��� _ I
<br /> 2'-0°
<br /> � TYP �
<br /> (TYP) 0
<br /> S500-2
<br /> �( f
<br /> �� �
<br /> � 39'-9 3/4" —_____ I ---
<br /> i i I 6 nP
<br /> 8 if �
<br /> 1 S500-2
<br /> S290 � �
<br /> �'
<br /> 24'-9718° �'�, ' '
<br /> � ( � � � "�.:�� � _ I
<br /> , .I�'',,, �.
<br /> 6 � �. � .
<br /> S291 � i '.r.`.,.� � -
<br /> ' CV
<br /> _ _ _ _ _ � 2 �
<br /> 1 '�. M �{G_
<br /> � ` 't �— f �
<br /> � 5'-5" _.. i ` � 9'-0" 3 0
<br /> d I TYPI
<br /> � � TYp _ � : , N �
<br /> C BLDG 40-034
<br /> b i g � .���A�.��, � „ ,r ,z ,a ,a ,s ,s ,7
<br /> - � � �� � ��, S292 ( _ � � � � K _ �_ K �
<br /> S289 — �—
<br /> _ �
<br /> � 3 _ - -� �o, � (� ) ;` , �' �10 11 K'
<br /> � ' � ( �� � � - � � —� — �-- �
<br /> 1 I °�
<br /> �, � � °� �° � - - - - ( I � � a, `;' 13 ( 14 �
<br /> o , , 6 � � _� �
<br /> � � � i
<br /> � t� I . . � � � �
<br /> �
<br /> _ s2so I � � _ _ _. BLDG L3 � �.3
<br /> 2�-5��2�� — — — — — — � — — i — — — — — — — — — — — — — — — — — — L.7 40-025 �
<br /> �.z _16 _ �� �.�
<br /> 6 45'-6112"
<br /> �P S290 � 19 � 20 �
<br /> 61 � � �I � M
<br /> 22 23
<br /> N11 11' 12 13 1� iS 16 11 N
<br /> � � BLDG 40-036 �
<br /> � � � � � BUILDING 40-035 KEY PLAN n'
<br /> O NTS 'v
<br /> 0 4' 8' 16' 24'
<br /> SCALE: 1/8"= 1'-0"
<br /> NEW SHEET ADDED
<br /> www.brph.com Copyrighto 2017
<br /> PARTIAL SLAB PLAN Arcnitects, En�ineers, constructors
<br /> This item has been elecfronicalty signed and sealed State of W aShltl9ton
<br /> „_ � ,i N by(Emest Maiteri,PE)using a digital signature and 19020 33rd Ave W,Sulte 530 CertiflCete of AuthoflZation
<br /> SCALE: �IIS —��O date.Printedcopiesofthisdocumentarenot LyrtilWOod,Washington,98036
<br /> consideredsignedandsealedandthesignaturemust Architecture No.603235512 .
<br /> beve�ifledonanyeiectroniccopies. 425-921-3500 �ngineering No.3137 �
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a
<br /> SYM REVISfON BY APPROVED DATE SYM REVISION BY APPROVED DATE ��ST MA/TF ACCEPTABILITY BEL O3IOSI17 SLAB PLAN �632� O O3IOH/�7 C
<br /> l`� OF N� '�j THIS DESIGN AND/OR CHECKED u
<br /> 0 ISSUE FOR CONSTRUCTION(SRW-40-035/40-024) (WBS16321) BEL EM Q3/08/17 .�`� , '��, HM 03I08/17 s"EET d
<br /> est e i o SPECIFICATION IS APPROVED ENGINEEFt TITLE T
<br /> BO�,�� � 'o: �, o �� �-oa��� M APPROVED BY DEPT. DATE EM o3�osl�7 FACTORY TRANSFORMATION 777X SERVICE READY WING �
<br /> CHECKED � ��O � � �O 1 g
<br /> o� FG�2 d���0 �� PPROVED B U I L D I N G —i'0-035 �oB"o. UV015/2899-801 COMP N0. •
<br /> F'ss, I S T E ���� APPROVED DWG NO. �
<br /> °N A� STRUCTURAL MASTER COL 13-15/L.3-L.7 EVERE�f�f, WA 40-035-1 S60-17-801
<br />
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