Laserfiche WebLink
� �.�� �.�� �.�o �.�� �.ro �.�� � �.s L E G E N D <br /> � 193'-5" ' <br /> , <br /> I 25'-0° 25'-0° 25'-0° 25'-0° 30'-0° 30'-0° 31'-0" 2'-5" <br /> 9�� <br /> � 1�� �_ 1,� ,_ 1H �_ 1„ � 1�, �_ 1„ <br /> � 21-92 � ( 19 102 � � 19 102 � 19 102 � � 19-102 � � 16 102 � 12'-10" ( � <br /> �j! � � <br /> I�: <br /> -- -- -=- _ - -_- - - - -_-- - - -- - - - - - - - - -- _-- - -- - --_ _ - - _ - -- -_ � -1 ��-- -� r-� <br /> W10x49 W% W10x49 W/ � '� ' W10x49 W/ � W10x49 W � - i v - - ^ � - - a �'� <br /> I � � ( WT12x34 � WT12x34 � WT12x34 WT12x34 , ' � ``- _ � ����� � L _ �� _ � <br /> � . ��=a�11 �� _ BF-2 � � �`' - � � � -� <br /> � , , - �-=-_�- - , �,- �-- � � <br /> � � � � <br /> � �1 :� ��_ RAL TE <br /> � � � _. _ _. � � ��`�_�._ w � � " �____�=�-=:... s - r-,=-,�; - <br /> , : .� ___. i `r? � � �� .���� �.' I - �- 1. W10x49 COLUMNS TYP.U.N.O.EXCEPT @ BRACE FRAME ELEVATIONS, <br /> � � i� �" - � - � �-��-- - � ---� --- � � - �� -- � � � SEE SHEET S502-5 FOR FRAME ELEVATIONS. • <br /> - --- -_-_- .- - - - -- - --- ,-_..- � : <br /> � � <br /> T/SLAB EL.100'-0" 3 rn�� � � � � c� <� I � <br /> � 2� P R E-E N G I N E E R E D M E T A L S T A I R B Y D E L E G A T E D E N G I N E E R. <br /> I i I I � HSS12x8x1I2 ' � -- ____,_ �, � � ,�, �, <br /> TYP.AT GRATING <br /> p - -- -- - -- - - - - - - - --- -- - -- - - - - -- - -- - - - -- - -�- - - -- _ "---_ w � ..� ,L � <br /> � - - - - - �-- - - - - -- -� - -- -- --- -- -�-- - - -- � -- - - -�- - -- - -- --- -�-- --�� T � ''' i 1 � � a.� . '��`�' m' i� 3� GALVANIZED STEEL GRATING WITH 3"x3/8"BEARING BARS @ 1-3/16" <br /> � I � r-� � K� � �� � q �'� i O.C.,AND CROSS BARS @ 4"O.C.GRATING SHALL BE CAPABLE OF <br /> ( � �,-,-,-_ - � - _ - - � � � _ I � �` SUPPORTWG A SUPERIMPOSED LIVE LOAD OF 500 PSF OR A <br /> '-� �,- ,--_ �-,-� _ _ -,-,-.- - �= -�_�- � - s-� ,--r � -� _ 0 �I I _ I / IL�� _ f, i I�i - _ _ - I i _ _ <br /> %\ f- -f- � -�,�-�—T�r��r-� � - T �-}��- - �--�� - f-��-I-����� ; ' ����� � �--�� ' ��r�- ��„ � � n � i� —��L� -�� -�-,� _ _ ��_��__ � � _ � CONCENTRATED LOAD OF 10,000 POUNDS OVER A FOOTPRINT OF <br /> � 1- I- � - l 1-1 _ 1 1���I I �� 1- � 1 _i- N 1- 1�' i� y ,\ �. �' �-- - � 12'x 12 . <br /> �� � � L � .� ..� �. <br /> ` ,���-��-,-�- � � . . <br /> :;; ,. .._ ._ . .•• : <br /> I - � — � = - � I -- � � � I;I —_ � -- f. . ' : . : . - � 1�� * <br /> � . ���10'-6" � 112 4. O INDICATES TEMPORARY BRACE FRAME TO BE REMOVED AFTER <br /> - - - T - K -- - - -- - - - - - - - - - -- - � -- - - - -- - - - - --- - - - - - -� I i � ! - - - - - - -- - BOOTH#2 HAS BEEN INSTALLED. <br /> 8 r <br /> I _----- <br /> �� � 2'-8" 502-1 � 502-1-- -- -- - - - - - - - - - --- -- - - - -- - -- - - - --- - -- - - J �. -'� � ( � � � �- <br /> 'r� � I I I I � i � \ / I� �� 5. BF-INDICATES SPECIAL CONCENTRICALLY BRACED FRAME.SEE <br /> _ 9 - - _` - HSS12x8x112 -- �� I � �_�, I \\ // `. SHEET S502-5 FOR DETAILS. • <br /> o � � �i- _ � � __-- �_ _ _+ __f — _f t�.i _,__ { e U `_r=c.i �/ <br /> �� `� W10x49 W/ W10x49 W/ W10x49 W/ W10x49 W/ W10x49 WI W10x49 W 7 -- � � � � /\ �:. 6� _ <br /> WT12x34 WT12x34 WT12x34 WT12x34 WT12x34 WT12x34 BF-2 ,��� *TBF-7 J _,q� � 9 � � � <br /> � � � I � � i � � � � ^ -" � � �,p, = � � - - `����=l= - -��-� � Q � /� �� �' � 7� CORE DRILL 8"DIA.SLAB PENETRATION.COORDINATE WITH FIRE <br /> � � o � __---- ` � <br /> �- i i � � PROTECTION. <br /> � L-- - - {- - - -� - - --�- - - -- -I- - - - - -- I- - - --I - `�o'- - A N � ^�- �,�-'" - -- - - - - - - - - - -�, I � - - - - <br /> M <br /> � �� � __ _ _ _ _. _ �_ � _ _ __ �_ _ _ __ � _ _ _ _ __ __ _ _ _ _ __ 502-2 _ _ __ _ _ __ _ __ _ _ _ _ _ � REMOVE SLAB FOR PHASE 2 TO BE INSTALLED. <br /> W10x49 W10x49 W10x49 � W10x49 W10x49 W10x4 (_�' ---_ -��^ � io �\ � � � � / <br /> ( -- __ _- �� , x 9� AIR SEPARATOR TANK STAND SUPPORTS.COORDINATE WITH ARCH <br /> - / <br /> � � v � _ � _ I � � ` � ��__� � ^ � � BF-2 _ - �r� �� I �'' � �� � � \ I �: FOR FLASHING DETAILS. <br /> � � � � <br /> o � � '; -� -- - � - � � - � _� � _ � _ --�" - � I � 9'-2" �� <br /> Zo � i L� ----- --_-_- - _ -- '. - --� _� � � � �: <br /> � � � �� I . <br /> � ( T!SLAB EL.10Q'-0" 3 � I � I �_ . � 1-7 �' • <br /> �' TYP.AT GRATING HSS12x8x112 <br /> Io- I- - --- - -- -- -- -1- - - -- - - - - -I- --- - -- -- - - - ! - -- - - -- - -- - -!- -- -- -- - I -- --_' -f-- _ I � � � i . <br /> I r-1 = - - - - -- - - - - -- - - -- - - - - - - �� � - -- - - - - - - -� -I� --;�'I I _ �! � � �e- - - - - -, � : _ K.25 <br /> � <br /> I I _ ____�_ d. _..__ � _ _ _ � _ � - .�. _ _ � _ _ _ , -� - j � � - - - - - �.�— - I - <br /> I I. � � � �I r f_ I I ( .� :� r ...�_ � � ' r_ I _._ _.r.._ � ' _ _ ��_..r- _ _ _�� = r-r-i-- _ �__ i- r�..' rr� lA�CO �r = I � . <br /> _ _ _ _ � ��� �- �. <br /> � 0 `� <br /> {- � 1 <br /> I i� r� i� i r � - t�'�i--' ' ��1�-,-�-� � �i� l�t� T � � ��_}- �� _�, ��Tt_i_� - -s r,-_ _ � �- ' �^- I � �� I � ���- � 5'_32�� I 11'-11" �'� <br /> � �_ �- _ -r r� _r- -r-�r� r �r ��- , � ,- -� � - �--, � - - r � N � � 1 � ! � ,. <br /> I k .�- ��� � � �- _ � _ - � �,-�-��-�-� - -� I <br /> � � � ( � I I TYP. 502-2 I � �,I � � <br /> � � � � ` � <br /> � �a- �-- -r -K -- -- - - �- -- - -- -- - - - - - - - -- - --- - - i - -- -- - - - - ---- � �- ---i � I I� , 8 \ / t; <br /> � 502-1 502-1 <br /> F �r�rP. _- -- -1�" �ll I �� _ \ / <br /> � _ � 9 !� I I � HSS12x8x1/2 0 � � � � � `�' �/ (: <br /> o � O �� --- __ �42=1 __ �_ _ � �` � � � /\ � �: <br /> i t <br /> `� � f �; � � W10x49 � W10x49 � W10x49 � W10x4 ( � 7 � `�-�- _ � � � � � _ ' <br /> � '0O �_____��-1Z - - - � ._._. _ � _._ � � BF-2 � � I I / \ I �: � <br /> ____________� .� G�� <br /> l , I �� -�-- _ _ _ �, _ -- �-�: i �___—� �" M <br /> � — — -- -- — — � — — — � — — I — — -- — -- — — ( — -- -- — — -- — I — ~N — — — — — — � �— — -- — -- — � — � � � . <br /> � <br /> � ��� CONSTRUCTION NOTES <br /> — -- — — -- -- - -- — — — — -- - — <br /> — - - - - -- -- � - - - - - - - -- -- - - - -- -- -� = _=� = - - - -- - <br /> 1 �— — — — -- — � ,� — � <br /> 502-2 � `��------- —- �,.. � ` _'' - <br /> `��_ � <br /> —r— ____�T_ _,_._. � .�-__ �i-2 =,_ _--=---n'1-m f <br /> �nrP. - ��-�� - � _ _ ______.� _ � - - - ---,-- - _ I -� � _ .._. _ �--- �__ -,..---�. - -�, � ,� <br /> I I _ I ��: <br /> � �---- -- _ _ _- _ _ -- __ _.=--�--=L---- � �I�-- -- �. ' <br /> (�C"-= � �� I <br /> - '�' ___. � _ � � - � _ 4 � � � _._ - -�--__' ---__ I�I I ,, o I �, ,� �. <br /> d= — -=— -- � --- --- --- — — — — — — — — — — — — — -- -- — -- — -- — -- — — — — — - - - - �� - . <br /> -- - � - _- -- _ =,-, - --- -�.. , � - -- ,- - - - K.� <br /> - - -- -- -- - -- - � - - - - - - -f- - -- — - - --�- - - - --- '_ � � , — � -- - - — I — --.__- --__i \/ � <br /> �_� i� � � /\ �,� <br /> � ��- � -- - r <br /> �\ // _r � I I � r — _ '-- ` r — --r�� r—r— i a� I I� � � <br /> �/ - i�- - T � � c�s� / � <br /> /� � (" f- _ i � _ _ -- - �- - - � l- - _ _ �-`- I .' <br /> r�r- .� �� r- - ���� � T- , �r �� r _ � �' <br /> I � � - � � - - � �� I�I- - - -- - - -�� � <br /> L� � _� � ' — — — — — - <br /> - � - ' - - - - -- - - - - - -- -- -- -- -- - -- - - - -- -- __ �a� _i! � � <br /> ___�_- i I i � �,, <br /> I�� - - - - -- - - - -- - -- - -- � � � -- -- -- - -- - -- - - - -- - - - - � ,--- ,a� <br /> � � - _ - �� _ I � I , �� 4 = <br /> _,, - - — —t __�-- , �__�� _-_ _ � � � � .::�� --�-I---. .:m . . , ;: :.: .... . ::...:....: ..:. . :�: : �-_ � R E F E R E N C E D RAW I N G S <br /> _ � <br /> �- _ ________ �- � �- ��4L � - -- - __ _ �; <br /> _ .� _ .� _ � <br /> � , � q �- <br /> --, _�.- -- _ ----.s- - - .- --=�-.. _ _ _ �. �- M� . <br /> _ �__-. ��f . <br /> � _�__� _ � �=---- _ - <br /> I � � r---- -- ��I�� � ( <br /> � <br /> �- - �i � - - -- -- -_I I I: <br /> �, - - - - - - �- - - - - - - � - -- - -- � � Zr - -� u - - - � � � � � - -- - - - --- --- � - -- - - -- ' � ' <br /> --- -;- - � � � I � �i <br /> � Wr � -�-- - �;_� � _`--_'-�-- __- ' � � � <br /> _., _._ _ �..__ .� _ - _ ____--._� .__ - _ - ._--�-__ _ _- ----�--. --- --- - �--6-- --�-� -- -- � ____ =�� <br /> �.- � i � � �e-�_�:_� � u? � <br /> r- ---- -I�- _� �_ � E— --I- --- I �� <br /> � i „ <br /> .� � _ � - � v � - _ _ --�_ � -- _ - _... - � �� �" � � � I � a �� <br /> m: <br /> ,� - ~- - - - � � �. � _ I �.� � � � � - - <br /> , , � , T K.75 <br /> � — v � -- — — -- --- --- -- -- — -- — — -- — — -- — — — -- — — — — — — — — — �___ � � <br /> � -_ — � �—l� � � <br /> - - - - -- - - --- - - - � � � � " I ► <br /> � - - - - - - � -- - - - � - - - - --- -- - � �a� I �� I , <br /> _��-� <br /> � � �� � � <br /> � r`� � � _ _ . _ - -r- _ -r _ _ - r-i- r- _r-m_ - - E: � I I � � ,� � <br /> i �� - --- � - - - <br /> /\ - � -' - - - - r� - - - � � - - - - � - ��-- T��--�� -r - � �--___ I �'� � � ' . // �.�—(.�� \\ . <br /> j- - <br /> ,�� � � �T�I�IJ � , �� � � i ,T - � �1-i- � 1- _�-�- � .� ( � �a s—r---f--------�- � `��`�� \ I C <br /> _- - _ ,- -.-r- - <br /> � - - - - - I I I 0 �_� 0 �� �', , I� �� ��C L -�.�� ' <br /> � , - - - - - - - » � - - -- - -- - -- - - � <br /> � � �� �� <br /> � <br /> - -- - - - - -- - -- - -- - - - - -- - -- - -- - - -_ — _---- - -- - --- -- - - - -- - — w <br /> .. ... : . _ <br /> ..�� : . <br /> .. . :_. . .. - .. .. . . . <br /> . �.�" S� � i': I I <br /> �---_ M <br /> I I I � <br /> � --- - - ---i � - I �� t I ��. M <br /> �' i - _� ��_ --� I � �-- - - - - - - - - - - - -� �: <br /> � -- -- -- <br /> � ��-�2 � � I � �F-� �� � � I <br /> — _-�----�--_----� � � �. -r- � � .s -,- � .._. _� -,- __, -,-- - � � � n� � — — — — <br /> � � � �� ____�_ ��._�' __._- �"_ ._�. I � \ / I <br /> �-I - — — -- — — — — -- -- — — — -- - — — -- — — — — — -- — — -- — -- — — — (�� -- -- ' ( \ / i • <br /> -- - _- � -- i - - - � �: � � i �: <br /> � -� - �------ _�- -I-':'- I i� � � �` <br /> �.. <br /> (—i ,�—I �-- -- --� I—i�=�..—1 �— -- --� — i �� �, � <br /> '�L ~�: � � � <br /> -- G�� � _ - � / � � � ` I� l I� � _. I ��� I � � I ,/�1 ! � _ N � I ��� I � � � I ( _;__� �� 1 I � � � � ^ � _ � :� _ _ <br /> _.:�, , ,��_� . T._._—:��.- _�T� - � , — -- — — <br /> . . . . . ..____ .� . . . . . ...��r���..�.���� — - <br /> -��----- � —_ � <br /> --�--- � —r <br /> �r- � <br /> � _�."�_ ��_� <br /> . . . f._.__-_-__ .. . , -:. -_ <br /> �� Tr <br /> � <br /> \ ___.__�. <br /> �9� <br /> � � <br /> _ . : . _ _ <br /> _ _ . . . _.�. .� <br /> . . _ . . � . ... .. . . _ ,:, . . : .� .. . . _ . . _ : _ , : - - --_-:.--�-. - - <br /> .T. ,— . . ._,T.�� ._T_-. <br /> . . . .�-- . .. . ... � . . . . . . . .. . _._� ... -_ - . -�_ .,�. <br /> ..: . i ' . ... ._ '^_"'- , <br /> ..� �... .�.. . . ,. .. .. . .-.-' .a...-...,. . .. .. .. . <br /> .:.,�f—.'...-->._.-.-.. . <br /> ��� . �._._ ... .. .:. . ....';-, ,.. ., ��... .,.� •.. .... ..,. ..,. ......, . .. ..y�. ,..:.. <br /> �—..--..-.-- .--"--'.—" .^_'�-,.•.—,—�. , ..;. ...,- <br /> � � <br /> . .... ._ _. .. ,�,` s .. .. . .:.� . ..-.... . ...-..-.. . � . .. ., .' �:. ... t . .— . <br /> _ . ,... , ..�--T'—'-----r:... .� ....: �, .. -,..�".,-�— �_'—�.....:..k. ,�"`,,,.',--�:• <br /> _____�� � . � � . . � _ <br /> .. ..- ...__—,—� <br /> . ,. ...:. , ..,,.. . .. „_ .� .,. .. , ..: .. � <br /> ,...,�r—r--.—.,--..—.—'--.—'� � <br /> .:.. . ..-..��. . .� -. . .._;., . ';�, <br /> ,� - . , . �. ., .,.,., <br /> �_ �_' -.— '. � � .... . �. _-.. ._. . e... -�. . <br /> — \ �`_ 7_" ^\ .. <br /> — — — � <br /> Q PUL Bq�q <br /> ����,�E W A Sy/y�9v <br />� '` ' ��,�� , <br /> . . . DAVI F�� W O . <br /> P2P PANEL PAINT - LEVEL 1 - PHASE 2 � n� www.brph.com �o �; hto2o„ � <br /> SCALE:1/8" = 1'-0" - S502-1 a ' `� Py � � �84 �� � <br /> Architects, Engineers, Constructors '�Fssl�A� ��G��`�� 0' 4' 8' 16' 24' Q <br /> • State of Washington ��NA L �-� <br /> 19020 33rd Ave W,Suite 530 N <br /> CeRificate of Authorization <br /> Lynnwood,Washington,98036 Architecture No.603235512 " — ' " Q <br /> 425-921-3500 David P. Balawajder 1 /8 - 1 -0 <br /> Engineering No.3137 WA PE 28184 ap <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o, <br /> oF wasy� ACCEPTABILITY CLP 08 08 17 0 <br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 03�08�16 5 REVISION - RELEASE 50 (PANEL PAINT� CLP AHM 08�23�16 ,�P�`` ��ro THIS DESIGN AND/OR CHECKED PHASE II - ENLARGED TOOLING PLAN W2548317 � 08/08/17 \ <br /> y � SPECIFICATION IS APPROVED AHM 08 08 17 SHEET ''� <br />� 1 REVISION - RELEASE 42 (PANEL PAINT) CLP AHM 05/03/16 6 REVISION - RELEASE 53 (PANEL PAINT) CLP AHM 10/04/16 � BRPHARCNITEC7S TITLE � <br /> BOE,�� ENciNEeRsiNc. APPROVED BY DEPT. DATE DPB 08 08 17 BOEING 777X CWC BUILDING S502 1 a <br /> 2 REVISION - RELEASE 43 (PANEL PAIN7) CLP AHM 05/17/16 7 REVISION - RELEASE 57 (PANEL PAINT) CLP AHM 12/01/16 � No.s,sz CH CKED � . <br /> 3 REVISION - RELEASE 44 (PANEL PAINT) CLP AHM 06/02/16 8 REVISION - RELEASE 58 (PANEL PAINT) CLP AHM 12/20/16 <br /> ���,F �o APPRo�Eo B U I L D I N G 40�0 V H JOB N0. COMP N0. Y <br /> � P N <br /> 4 REVISION - RELEASE 45 (PANEL PAINT� CLP AHM 06�14�16 9 REVISION - RELEASE 72 (PHASE II - PHP� CLP AHM 08/08/17 `'9lF oF nusN°�``ti APPRovE� STRUCTURAL MASTER EVERETT, �11�/� °wc No. 40-058-S502-1 a <br />