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<br /> 3.5� 3,�� 3.60 3.�5 3.70 3.75 4 4.8 .
<br /> � — — - - - — __ � LEGEND
<br /> '� 193'-5'
<br /> — - - - - - - - - - - - -
<br /> 25'-0" 25���° 25��0" 25���° 30'-0" 30'-0" � 31'-0" 2��5� �
<br /> q CONCRETE SLAB, �
<br /> � � � S502-7 � � � SEE PLAN EL. = 91'-0°
<br /> � TI BEAM �2�� � �
<br /> — — — — — — — — � J EL.99'-0�� H
<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� S502-6
<br /> � 502-1 � �
<br /> � I____� ^-.` � J I 26'-42�� � T/WALL
<br /> � GENERAL NOTES
<br /> BF-12 I � � � � "'-� -.� � � ( — — — — � EL.99'-0"
<br /> I 16 W q� o ,. ,. _ <_... ..:... .. . .... :.:.:: . .... . . ... . : . . . ,.. ..
<br /> _ � � � o I ' -_ _ - - �- 1. W10x49 COLUMNS TYP.U.N.O.EXCEPT @ BRACE FRAME ELEVATIONS. ,
<br /> � I � � � o - - - - - - - - - __
<br /> � � �- �-�-�-� S E E S H E E T S 5 0 2-5 F O R F R A M E E L E V A T I O N S.
<br /> T/SLAB EL.100'-0" "�� I � v�i � � �� � 0 502-1 ' I � � �� �� �
<br /> 12 I I 11 I � � � 18 � C _ � � � 4-6 w o I � � 22-2 ' � � i � 2 PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER.
<br /> � — — — — — — — TYP.AT PLATING— — — — — — — — — — — — — B — — — — — — — — — — -� --� ; w z � U u ' rn o aO �
<br /> � „ — — — — — — — — — — — — — — — — — — — — — 502-1 — — — — — — — — — — � v = ►u'W- ' f a' Z L � � � �� ��
<br /> N -� ,; � �-T ?-T ; T�'��r-� co 3� GALVANIZED STEEL GRATING WITH 3 x3/8 BEARING BARS @ 1-3/16
<br /> -7 112-9 10 � m � � 0° V ��2"2 I� I '2i � I i� � 502-1 �' O.C.,AND CROSS BARS @ 4"O.C."*GRATING SHALL BE CAPABLE OF
<br /> � � o � , i � I � HS 8x8 1/ �, SUPPORTING A SUPERIMPOSED LIVE LOAD OF 500 PSF OR A
<br /> �-I- � � '`y �� � � �'-� � �_ � ' �- j-��-}-��' � � � _ � =i�, - - �- - L, - -- _ K CONCENTRATED LOAD OF 10,000 POUNDS OVER A FOOTPRINT OF
<br /> _� �i ' � �- ' r-1--;-_„'�' - �"' - - -' I- � - - i i � i i- � � zo � �i N �� BF-10 �
<br /> +f-t� _T- - � � I�11 � i � t�t� � - F' �I-tJ� ti- � 19� u. � , � �
<br /> I ' I-,- i� -{- j-S$0�� � 1-- r � �- - -� -j-��-�-��-� - �,., � � �., - r� 12'x12'.
<br /> Y '- _ _t' "Y-
<br /> i i �
<br /> i / � ' - ' ' ��� ' . - T�-t-' I-t-i-1- rl-� I i r �- _.. � F` � ' c�
<br /> -t-r-r�-r -r, i � � ,-i-rr r- i r- n r-t- i- � r- - � rrr-� r -}- r�-�-�--r-r�-, r-r r- � r- r , . I N � � _
<br /> 14'-58" HSS8x4x3/8 11T-- -���` . --
<br /> — — ' T/STEEL EL.99'- " —_—_-_ —_—_ —_�_ — --_—_— — — — — — — — — — — � _ � 61 21
<br /> B I 10'-9° � � - - 4. (*)INDICATES TEMPORARY BRACE FRAME TO BE REMOVED AFTER
<br /> — — — -''" --� � 502-1 � � C - � BOOTH#3 8�#4 HAVE BEEN INSTALLED.
<br /> � � �--� �, I W10x68
<br /> TBF-13 � v � I 16 ! = 18 � C 502-1 � T/PIER 5. BF-INDICATES SPECIAL CONCENTRICALLY BRACED FRAME.SEE �
<br /> ( 502-1 (m K � EL.99'-0" SHEET S502-5&S502-5a FOR DETAILS.
<br /> 8 � SIM 502-� (TYP 4 PLACES
<br /> I3O"CONCRETE _ *TBF-7 I 6. TBF-INDICATES TEMPORARY SPECIAL CONCENTRICALLY BRACED
<br /> � I I 5QB2-1 � SLAB EL. = 100'-0" � �;N � � � � � : ( 1'-7$° 1 I ❑ 502-� � � J
<br /> M
<br /> FRAME.SEE SHEET S502-5a FOR DETAILS.
<br /> � _ m c�*� '� 0 10 23 S502-22 - - - � S502-22
<br /> � _ _ _ _ _ �-- _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ �_ _ _ � _I _ _ _ � � �� M � 9"DIA.SLAB PENETRATION.COORDINATE WITH FIRE PROTECT�ON.
<br /> m — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — � — — —
<br /> � _ _ _ _ _ _ _ _ _ _ SEE DETAIL LIS502-12 FOR BOOTH#3 FUTURE SLAB
<br /> �' �� � (' - - - - 1 � PENETRATIONS.
<br /> I i 502-7 9 I o � I
<br /> I � � I 16 � �- � � � L _ _ - - - J I 8� METAL STUD WALL,COORDINATE WITH ARCH.
<br /> � � � 4'-0"I I I NOTE: I 9 FUTURE SLAB PENETRATION,SEE DETAIL C/S502-12
<br /> FOR WALL REINFORCING DETAIL AT �
<br /> TBF-13 T/SLAB EL. 100'-0" � I B OPENINGS,FOLLOW D/S502-10 SIM I 10 CATCH BAS►N,COORDINATE WITH MECH DWG'S.DO NOT ROUTE �
<br /> _ _ _ _ _ � _ �TYP.AT PLATING^ T _ _ � 11 — — — — — T — B — — — — — — 18 — � C � I � � 502-7 DRAINAGE PIPE THROUGH WALL BELOW.
<br /> —I 5 � -�— � -� '�- � 22 � I . ��
<br /> — —' — — — — — — —' — — — — — — — —' — � — — — � — — — � — — — —' — — — � _ `� 11 GALVANIZED STEEL GRATING WITH 3"x318"BEARING BARS @ 1-3/16"
<br /> � _ � � � - - - 112'-�"_- __._ � .v � � _. r - - -— — — — —— - - - . . . . LE OF
<br /> �`" K Z5 0 C.,AND CROSS BARS @ 4"0 C**GRATING SHALL BE CAPAB
<br /> _� \ ��-.� -�- ,-r - �i �-�-�-r_- �-�- - - --�-1- ---�- -- -�-;-r� �_ _L _ r�_-r��r-r-r-r��_r_ � - -rTr� r�r- r -r-�- -� � -�- -�-�- ,--1 -�- �- -1- - --�-{ _ I �I ' 21 �-�
<br /> � SUPPORTING A SUPERIMPOSED LIVE LOAD OF 500 PSF OR A
<br /> I I�I � _ ��- �� -1-i T _ _ _ 1- �1 _ `iN I � � � I CONCENTRATED LOAD OF 10,000 POUNDS OVER A FOOTPRINT OF
<br /> � �r � ��T� _ � T � � � ��� �� �� � r `� I � 19
<br /> \\ � _ _i l_ , _j T � � �����������-l-' - -�
<br /> �� r r��- 1-� _ � , -r- " �'-�-NI�- -��� _ �I- -�- ��,_ �� �I-I-�-I-�-4-' �- .-:-r-�-+ ,-,-r-- , T `Y' i� N �? T 12'x12'.SHEET METAL TRAY UNDER GRATING TO BE INSTALLED BY
<br /> �- � � 5�02 9 ,-- � �
<br /> rr r r r r r- -F- r-r-r- r- i- �- � I C+' I � � I I I � .
<br /> 14'-5�" HSS8x4x3/8 I � _ I I CONTRACTOR.
<br /> 9
<br /> T/STEEL EL.99'- " � �� r �
<br /> _ � � ^ I ( 12 CONCRETE � ( 12 COORDINATE SHIP LADDER&HATCH OPENING SIZE,LOCATION,&
<br /> — — — � — — — � — — — T — —' — — — — — — ^ — — — — — — — — � i --� � SLAB EL. = 99`-4�� � I � DETAILS IN FLOOR WITH ARCHITECTURAL DRAWINGS.
<br /> F � 12 Q cL 16 F 18 ) I �+ � � I I I ,�
<br /> S502-7 � c� � � 502-1 nP � � 1 C �� � � I � 13 NOT USED,
<br /> I `"- I � ' I - 14. AREAS OF FLOOR SLAB SUBJECTED TO PAINT OPERATIONS,
<br /> BF-12 11'-10" ( I � o � `_�' INCLUDWG PAINT MIXING AND STORAGE,ARE TO RECEIVE A LIQUID
<br /> g�� , 1�� B � 1N � 1�� �_ 1� � 1�� �-
<br /> 19-102 4, 19-102 � 19-102 � 19 102 4, 16-10- �Tc� � C� ---' �- - --� ( I `"' FLOOR TREATMENT.DO NOT APPLY TREATMENT UNTIL CONCRETE
<br /> � 21_g� 5�21 2 M 12-10 � I � I � HAS CURED FOR A MINIMUM OF 14 DAYS OR PER MANUFACTURER'S
<br /> � �� — � 21 I
<br /> oO INSTRUCTIONS,WHICHEVER IS LONGER.FLOOR TREATMENT IS NOT
<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ �. _ _ _ _ _ _ _I ( I _ — — — TO BE USED AS A CURING COMPOUND,USE CHEMICAL CLEANERS OR
<br /> � W10x49 a,� W10x49 W10x49 W10x49 �' -� � I , G HIGH-PRESSURE WASHING PRIOR TO APPLYING LIQUID FLOOR
<br /> BF-12 , BF-2 I "--- �"' 10 � TREATMENT.CURING COMPOUNDS,IF USED MUST BE REMOVED.SEE
<br /> � ' � � � `�' � � 16 f l � I 5�32n I 11'-11° I S502-7 SPECIFICATION SECTION 033000.
<br /> �
<br /> Q � � �iN I I I 15. ('")INDICATES TOP SURFACE OF GRATING SHALL BE SMOOTH
<br /> � °� I r�. I I � WITHOUT ANY CROSS BAR PROJECTIONS FOR WHEEL TRAFFIC.
<br /> � ( TI SLAB EL.100'-Q" ( � � � C � �'' "? I I PROVIDE RECESSED ANCHOR BLOCKS FOR ATTACHMENT.
<br /> � — — — — 12 — — — — — — — — — 3 — — — — — A" — — — HSS12x8x112 � `� `h M � �-- -.1� - � - - /-�
<br /> TYP.AT GRATING � �
<br /> ^ � _ � � 502-1 ``' -� � i.... I - �'� � 16 AUTOMATION RAIL,COORDINATE LENGTH OF SLAB RECESS WITH
<br /> � �� � � � , „ � � — � � � � � I o �� � �-� � AUTOMATION MANUFACTURER,SEE SECTION A&B/S502-12.LEVEL
<br /> 3-7 112-9 � o (l� � �� I I I BOTTOM OF THE FLOOR RAIL TRENCH+/-.5MM FLAT PER
<br /> I _, , , , � +- I- �I � : _ , � . �� _ � � _ - _ t ' � 1- T � T- 1-i-t i � °�co 1-1�_ - = I 0 �'� � � I ( I MANUFACTURER.
<br /> , t � _ � r_�- -��- ; , , I i�� {- F � �r i zo � � c� // \\ I
<br />, I �� 'S5Q2-9' _� �- _- _ - i- i- i- 1- �;- (-- -' - - �r �� r 'n '�r c%� ~'V z =� I � ,�
<br /> _ _. r
<br /> � � i�-��i � r ��-�� �-�- � T_, �- T--T _�_� �-T ; ��T �--j- �TM ,_ f � �� � T �� � r� ( � � 13-8 � �7, ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED.
<br /> �- -.-r- ,-�--.-�-- �� I--�1_,-f- �u � ,- � N � 0 �� � I
<br /> 14'-`r8" HSS8x4 3/8 I � I I � I I o o �,,, — _.B,_ — — _.. 1�
<br /> T/S T E E L E .9 9- z -� � 2 1 8 F U T U R E D O G H O U S E D O O R F R A M E S E E 1/S 5 0 2-2 4 F O R E M B E D P L A T E.
<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — �.. W � �' � 502-1 21'.g1^ 502-1 '
<br /> 2'-8„ — — — — — — — �
<br /> _
<br /> �, � 9�_���
<br /> � 16 � �' a � � ` � I -�'" Q Z 19 FUTURE DOGHOUSE SLIDING DOOR FRAME,SEE DIS502-21 FOR
<br /> � � HSS12x8x112 � (`� I ,;� � Z C 21 � EMBED PLATE.
<br /> r � w i
<br /> o � ` �-- Z o � SIM. 02-7 I �� �� � � 20 HSS6x6x1/4 ELEVATOR DOOR FRAMING.SEE SECTION A&E ON
<br /> � W10x49 W10x49 W10x49 W10x49 W10x49 W10x4 N I � E_6� - S 5 0 2-1 8 F O R H E A D E R E L E V A T I O N A N D C O N N E C T I O N D E T A I L S.
<br /> �. � __--�____m_ � a � � _� � .� - -. �. Y. � BF-2 ( I _ �
<br /> I I � � � �� � = �'— ����r
<br /> � � � I �K TI PIER
<br /> ' � 2'-7" ` �'` o �N I � � �� 502-1 21 ROOF DRAIN,COORDINATE WITH iNECHANICAL/PLUMBING FOR EXACT
<br /> � — I 502-1 a ---' � EL.99'-0" LOCATION.
<br /> N f -�.: _ _ M � — — �.0 ^ — I _O° � ( 502 1. .. � � ��� � (TYP 4 P CES)
<br /> LL - __ _ _ _ �_ __. _ _ _ _ � __ _ - _ �_ _ � __ _ - _ _ _ _ - I N I � ..
<br /> W10x49 W! W10x49 W/ W10x49 WI W10x49 W/ � W10x49 W/ W10x49 W( � °O r!� � � I I I � I Z � u,� °; 22 HOUSEKEEPING PAD FOR BLOWER MOTOR,SEE SECTION PIS502-12
<br /> �� _� � .� - 10 A T/WAL � LL. B � � REFER TO ARCH DWG S FOR EXACT SIZE&LOCATION.
<br /> � ( i 12x34� WT12x34 �„ WT12x34 ' ^ WT12x34 � WT1?ac34 � � WT12x34 � gF-2 �''- 502-7 � � —C° - M
<br /> iI I 16 I E I _ I L.10 '-0" � 23 AIR SEPARATOR TANK STAND SUPPORTS.COORDINATE WITH ARCH
<br /> I � - =iN �,_9„ �, r �� FOR FLASHING DETAILS.
<br /> o � ��. � 502-7 � � / N
<br /> � T/ LAB EL. 100'-0" u �`�" �` �" � - --�' - � � - - K.7� 24 HSS6x6x1/4 BELOW,ALL STEEL TO BE HOT-DIPPED GALVANIZED AND
<br /> I I 12 3 + � ^ PAINTED. SEE SECTION E/S502-22 FOR CONNECTION.
<br /> I — — — , TYP.AT GRATING — �— — — — � — — � — A — — � _ _ HSS12x8x1 _ � .� I I ( C,� u 2 / � 4-42 TI WALL ��
<br /> � — — — — — — — — — — — — — — — — — — — _ 502-1 _ , — — — � � � V w `_�? I S502-5c �/� � � _ EL.99' " _ �
<br /> �
<br /> ' n � n I _ �1 I� �o Q
<br /> � 3-7 � � 112-9 � ( � �� I � I I N � ( 2 X � L �
<br /> � , � �� �_L ,_ i , . _� . _ � �_ � , � �_, , � � � - �_ = __ - _ I I 0 � I = ( v' i 502-1 -
<br /> _ , `_r 7 � _ - _ _ _ � ,1�,-� � . � �-� � � _ - ��r �� �{- � � =� � � � � �� I I ;�-- � N � CONSTRUCTION NOTES
<br /> I �?� �.�'S5tl2-9 F _ �
<br /> ! � � � _;_-�,E ���_ � - '- I- � � i-
<br /> i � � r - -- E - � � ��,--;-. T r � ( i N _ � � " "' N � BF-6
<br /> � � 14'-5$" HSS8x4 3/8 � `�'
<br /> ( � ! � O � � I �
<br /> I T(STEEL E .99-�— , I — — I — � — � — � — — — I C ,. . . T/SLAB �
<br /> — — — — — — — — — — — — — — — — — — ._--�- i 502-7 I � �
<br /> — — — — — — — — — — — — — — — — — -
<br /> — — — — — — — — — -
<br /> � _ � � 16 � a � 0 � 502-1 � 0 HSS12x8x12 �5�_ ��N I I " EL.91'-0" G °� � �
<br /> c� nP. C �
<br /> `° � o I � � W10x49 W/ W10x49 WI W10x49 W/ W10x49 W � �'" � I 2� � L LAB EL. _99�-4�� 10'�8"
<br /> 00 BF-�2 WT12x34 � WT12x34 ' WT12x34 WT12x34 q "'b� � � BF_2� � I I I B� ELEVATOR MACHINE
<br /> � �,� - - - - - - -- - ---- - -' - — ROOM DOOR BELOW _
<br /> 2'-91"TYP. �� TYP. `.' � �� `_--- � 502-1 I � 10'-12" // �N M N �
<br /> ' REFERENCE DRAWINGS
<br /> 2_ 50 -1 — — — — — — — — — — — — — — — — — — — — — — — — — — _ — A — — 2-7 —(�_�- —� — — — — I �-� 24 �- 02-1 502-1 N
<br /> I I�� 502-2 -�— °° o m SI
<br /> c� _ I � � /\ �
<br /> 502-2 1'-104" 9'-114" � -� �/ .�� o � TYP. 502-2 � I � \� �
<br /> TYP. �� \� �
<br /> � � � 502-7 � / \ I
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<br /> �5 — — — , , _ . . . , .. . _. . . . . . . . .
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<br /> S5o2_� � ; ' ; S ° - r- - _— " " oeo�wBy�q�9 FOR REFERENCE ONLY
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<br /> T/FND 4'-0" 5'-6" 8'-4° 7'-0° www.br h.com � �`
<br /> P Copyright a 2017
<br /> P2P PANEL PAINT - LEVEL 1 - PHASE 1 EL.91�-8�� Architects, En ineers, Constructors �F'�l RAL8 ���\�``'�� o' 4' 8' � 6' 24' �
<br /> � N � State of Washington S�ONA L ��G ¢
<br /> SCALE:1/8"= 1'-0° S5O2-8 - S502-1 19020 33rd Ave W,Suite 530 Certificate of Authorization N '
<br /> Lynnwood,Washington,98036 Architecture No.603235512 " — ' " o
<br /> 425-921-3500 David P. Balawajder 1 /8 — 1 -0
<br /> Engineering No.3137 WA PE 28184 op •
<br /> SYM REVISION BY APPRQVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTIT�F CURRENT REVISION SYMBOL 1 DATE o,
<br /> oF WqgH� ACCEPTABILITY CLP 12 20 16 0
<br /> 10 REVISION - RELEASE 50 PANEL PAWT CLP AHM 08 23 16 15 REVISION - RELEASE 58 PANEL PAINT P P�`` "�ro THIS DESIGN AND/OR � ENLARGED TOOLING PLAN W2548317 I � 12/20/16 �
<br /> ( ) � � ( ) CL AHM 12�20/16 y'` � SPECIFICATION IS APPROVED AHM 12 2O 16 SHEEf �
<br /> 11 REVISION - RELEASE 53 (PANEL PAINT) CLP AHM 10/04/16 6 REVISION - RELEASE 43 (PANEL PAINT) CLP AHM 05/17/16 � BRPHARCHITECTS TITLE �
<br /> BOE,�� ENGINEERSINC. APPROVED BY DEPT. DATE DPB 12 20 16 BOEING 777X CWC BUILDING
<br /> 12 REVISION - RELEASE 54 (PANEL PAINT) CLP AHM 10/18/16 7 REVISION - RELEASE 44 (PANEL PAINT) CLP AHM 06�02�16 No.s�37 CHECKED S 5 02� I �;
<br /> 13 REVISION - RELEASE 56 (PANEL PAINT� CLP AHM 11�15�16 8 REVISION - RELEASE 45 (PANEL PAINT� CLP AHM 06�14�16 �,�,�c \�P�o APPROVED B U I LD I N G TO'O�V JOB N0. COMP N0. N
<br /> 14 REVISION - RELEASE 57 (PANEL PAINT) CLP AHM 12/01/16 9 REVISION - RELEASE 48 (PANEL PAINT) CLP AHM 07�26�1G qrFOFAUTH°� APP OVED STRUCTURAL MASTER EVERETI, y�lq owc Na. 40-058—S502-1
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