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I __ __ _ __ > <br /> �\ r''�..e..``, /�_.`,,, f'.._,__`"; ,/.._._,..,� �---.��, <br /> �.�o �.�� �.�� �.�� �.�� �.�� � LEGEND . <br /> � <br /> 25'-0" �' 25'-0" � 25'-0" 25'-0" � 30'-0" �'"� 30'-0° <br /> � - - �� _._._ __._ .�._ �. .e.�.___._� _._. __._ .W. _.._ _ � __�.___ � .�...�.. _ �� <br /> � � � � � � � <br /> 3 � <br /> � � <br /> � � � � � I � BRACED FRAME.SEE G E N E RAL N OT E S � � <br /> BUI�DING STRUCTURAL <br /> � � STEEL DWG'S FQR DETAILS � <br /> � (_)INDICATES NUMBER OF UNIFORMLY SPACED 4"DIA.x 4"LONG <br /> � � HEADED SHEAR STUDS <br /> I I ! 4 9 � `� <br /> �, 2� LOUDEN 603.6 SPERTRACK MONORAIL BEAM BELOW.BOTTOM OF <br /> � � � ; �r � BEAM EL. 130'-0" <br /> � � s 30'-102�� a <br /> � � � � � 1,I � � 1-112",20GA,TYPE B METAL ROOF DECK. TI STEEL ELEVATION=133'-0" <br /> 9, �„ 2�_g2 X OR 148 5 .SEE PLAN <br /> � � � � � � � � <br /> 2EQ.SP. 4 EQ.SP. � 4� 2",20GA,COMPOSITE METAL DECK W/3°CONCRETE FILL.TOTAL SLAB <br /> � THICKNESS=5".T/STEEL ELEVATION=133'-0" <br /> � � � W10x30,TYP. . ; <br /> I I I � W14x22 I I BF-6 ( I C� PRE-ENGINEEREO METAL STAIR BY DELEGATED ENGINEER. <br /> � <br /> � � � � � � � OK o 10K o o � o 0 0 6. ) NDICATES TO SEE BUILDING STRUCTURAL STEEL DWG S FOR . . <br /> � _ �d.. _._ _.�. � �. _.. ..e.. �___��_...__. � � .� � -- .a �.. �. ...._. .�_�__�...�._. �...._ � <br /> (* I ' SIZE <br /> _... - - ,�.d.. .a.._a .v�.�_ .� y.._ _� _„.v. .�. �._ _.__y ...u_ � __.. _._ ._.._ _____. �_ � d.... _ _ ° o �- � �- I r- <br /> � �... _... � <br /> � o , � 3 ( 7. FOR COLUMN SIZES SEE SHEET S502-1. <br /> � � 0O SIM. � �� W10x30 _ _ <br /> TYP.AT BUILDING �u� X ; � 4"HOUSEKEEPING PAD.SEE QETAIL SIS502-18. <br /> I { I I � � COLUMNS(3 PLC'S) �m � � H g, E.O.D.INDICA7ES EDGE OF ROOF DECK. <br /> 1 2 0 <br /> Y N N �CV I�= N 502-1 <br /> j 502-1 � � � � I � W10x30 W10x30 _ 10 AUTOMATION RAIL BY PLATFORM SUPPLIER.BOTTOM OF RAIL EL. <br /> � � � � � � � � 130'-0". <br /> � I � ( � � ��~%� � � � � I�� � �, � ��'�� 11. (_K)INDICATES ULTIMATE FACTORED REACTION IN KIPS. <br /> � - � � <br /> c? `Y 7'-10" W10x30 m <br /> � `r' � � ' <br /> i X � <br /> N � <br /> � I � i I � � <br /> . � N > O O O O O O . . <br /> � 10K `- 10K � `� <br /> � � i W14x22 � �� BF-6 I � I <br /> � � , � <br /> � � j � � � T/STEEL A W10x30,TYP. <br /> � EL 148'-5" 502-1 <br /> ._.._ � w ...._ _.._._ .._._ �..�.._ ___ _,._.�._._._. .._. .__._ _._. �__-_._. � ._ __ �. �. - .�.._ .__ ,.�. __ .4��._ .� _ �.. _-�___.. �.. � � . <br /> -�-� - �-- - � _.._._ �._ �._....�_,.p.. .__ __ .._._ ..�._._. .� _ � .�_..�, __ �,_ _,� �.._ �a.�� ° <br /> Y <br /> � 1 i I I � � � <br /> P2P PANEL PAINT N <br /> i � � � � � <br /> PENTH�USE ROOF FRAMING PLAN 2 <br /> � SCALE:1/8��- ��_Q" - S502-4 �ONSTRUCTION NOTES <br /> � T/STEEL T/SLAB (6)#6 @ 3"O.C. <br /> � C � EL. 133'-0" EL, 133'-5" ADD'L LAP 3'-0",TYP. � <br /> 502-1 502-17 � � 1'-11" `� Lf,� , <br /> � 1 � 115'-22�� � � � 44'-82�� `�' 13'-9" ''.� <br /> 4. 3 EQ. SP. TYP � � � � 4. �, �_ �� �_ �� �_ �� � �� � �� 15'-101�� >" , <br /> ( ) ! 3 EQ. SP. � 3 EQ, SP. � 3 EQ. SP. � � 3 EQ. SP. � � 3 EQ. SP. # 9 10 �- 11 10 16 5 9-1 5-11 2 <br /> 2 EQ.SP. <br /> � � C TYP. EA.24 � � 2 EQ. SP. . I 2 EQ. SP. D 2EQ.SP. <br /> � 502-1 <br /> TYP.4 E.O.D. � i � � 502-17 ( � � 10 ) i 10 � <br /> PLCS <br /> � � 30K Y Y � Y Y � � Y � Y �L � � __ ����,�,m <br /> ,r, W24X55 �, 30K 30K �, W24X55 �, 30K 30K W24X55 �, 30K 30K ,t, W24X55 ,i., 30K 30K ,Y W24X55 � 3�K 35K ,Y W24X55 � 4 � F;2� 35K W18x40 14 �5K <br /> 502-1 N N iY N N � � N LY N N `Y N N 4Y N �t Y Y � Y Y Y � _ <br /> � \ �1 � L� LL� t� 1,� l j� <br /> � N N N N N � �� ,�� � <br /> m �TYP. EA. 14 � � . -� � � <br /> c� + W 12X65 W 12X65 W 12X65 D 2 `—' � � � C 8 � I� <br /> w � 502 17: , �� 502-1 � � <br /> o -W14x53 - -W-14x53 -°- �`--UV`h4x53---- ---W14x53-` -�-NV14x53 �-- VVh94x53- - W`}4x53- - W=t� 4x53-- -- W=�4x53- _ W94x59— --W1-4x53.m..__. --W14xfr3 --- W94x53`-._ VV1-4x53 W`I4x5�-�`-....`.--W1'4x53--a- W14x53.� � � � � � _.._.�.._._._ .�. .._..�__, _ � �.....� ...�. ..� � ....m _�_ �.. ._...�W.� __ �. - - - .W _._ ._...... . _.._ aC� <br /> �' —T' SS6x6z318 �� <br /> - -- - - - _ _ _ - - -- - - � � OST ' P PLACES d; I� . <br /> E.O.D. - - - - t� � -- <br /> � � -� - - - _ � � - - - - - � I 4x4x114 HI H) LQW� HSS4x4x114 IIGH)(LOW) � A . <br /> �, W10x12 W10x12 W10x12 W�Ox12�- W10x12 W10x12 --GV'ttjxfi-� - ,W1(1x1� W10x12v� W�0�a2- -Vr11�x12 � W10x12 W10x12 W10x12 W10x12, W10x12 W10x12 W12x65 8 W12x65 8 °� 502-1 <br /> x �r - --� ° REFERENCE DRAWINGS <br /> o �) - --- -- N- -- - -�'�_ � p � ��� � �N— �� — _ �� � � O — �_� ��N ��_ ��T o -- - �- � Q —�Z �� W1 65(8) N W12x65(8) SIM � <br /> � I �. ` _ _ I _ - - � d. ' � - � - - - � , , _ � N HS 4x4x114(HI H)(L W) HSS4x4x1/4( IGH)(LOW) y O.H. �, <br /> E.O.D. iI +I _ � � <br /> C1 _ - - - 1 y — � 1 � . . - -- ` -- - ,q N N N N X I�r�j _ , <br /> w Y - - - - - - - X E � � � � 502-1 <br /> N W14x53 W14x53 W14x53 �W14x53 o W14x53 W14x53 W14x53 ` W14x53 W14x53 W14x5 p W14x53 � W14x53 W14x53 W14x53 W14x53 W14x53 W14x53 O° 02_� x � � X � I� - <br /> W12x65 0� W12x65 o W12x65 � I � � � � � � � 13'-3" � �� � 15'-4" � 5 <br /> � � � � X � , 502-1 TYP. v � � � v v ��,�,;. <br /> 8�� � � ,� TYP. � '� w oXo 1�w � CO � � o EA. 14 � oXo oxo oxo oXo w t'`\ �� '� ``' ,,, ( � 2..� <br /> � Y � Y � Y � Y � � � � � Y � � � Y � Y �' � 'y Y �j Y � � � Y Y� Y Y Y Y W10X68(10) BF-6 M �' 1 �j ��� � v <br /> r t!') �.C� � N ti') �.[7 N tt� O � O O � O �I O O � s ) <br /> 30K N W 2 4 X 5 5 N 502-1 �N N W 2 4 X 5 5 N N N iN N W 2 4 X 5 N N N N � �d I� Y � � � � �y� � � J � <br /> � - - 30 � K 30K�30K W24X55 30K 30K � 5 � 34K��30K W24X55 30K 35K W24X55 40K 't' { � �' � � 't' � � �' , 35K � W18x40(14} 3 K 10K o � o r � I � I `' �� ! _ ( )��- � � <br /> � o- - - Y - - � o 0 0 0 0 � c7 _ O— — � — — — O � �.Yn �, � � �n � BF-2 � � N TYP.AT UI DING '- , 7 1C , ;. <br /> E,O.D. N � N = - N N �J N N nJ N N nj N N _ -Pa1 N � N N �J � � �'' N I <br /> Q � �, N � � COLUMN /3 LCS N u' d <br /> z �J��� X �� X OJ� X � � �� N X Q �___._ �. r— —r- � �c9 X '� X O�i.9 y� � ��.�-X � X � x � X � �9 X � � � 9 N Q� CO tr �3 .'� f9 `� �t� X N l � X 4 N � m � � <br /> � '� o � o '� o 13 � `+� o � o o � _ � � — _ � � � � � � `� � � � � � � � X � X � � c� � X � N � c� 4 0 2 � Q � i< o ' ' <br /> � � � � V' � 1 —� O � � _ _ U' � � — � -- — --- _ _tJ� � U� � tJ� � p t� q � � O .� X cl� � ( O = _ . <br /> � � � Y 'S s � � ��- -� � -� � Y � � Y � � _ � � Y � � Y Y o `- Y c� � Y T�� 502-1 � <br /> E.O,D. 00 0— — — � — — - o � � Y o s.+ o Y p � Y p - � � Y o �I 'S � � � 'S Y � I � �' <br /> - T Y <br /> 0 0 `o o � o �- --� -�e -- - - � � � (�p) (10) �`-' N W18x40(14) K � 0 1�/ o <br /> - - - .- ,- � 35K � <br /> .._.__..� a `� � ` - r- OK � 12x14 � � • <br /> . � _ .�.... _ � . � ..__ _ _ __ _ �- <br /> 3 �� 3p Y W24X55 Y 30K=30K` �W24X55 Y 30K 30K � W24X55 � 30K=30K Y W24X55 Y 30K 30K � W24X55 Y 30K �35K Y W24X55 Y 40K BF-2 \ Y Y x <br /> N N � � � � � � � � o Y Y Y Y Y 10K <br /> 502-1 N � TYP. N N � N N � N N � � N N � N tl- i O O \ / � _ <br /> � � � � � � <br /> $� � `V �TYP. EA. 14 2 `� �_ `� �' i � �� �� m r, <br /> _ _... .v __m ._._ � _ ___ _ <br /> i <br /> c1 W12x65 W12x65 W12x65 5 2-1 �, ._._ �..�. � _ _.. - �. .�a ...._. ._�...�w. _.._ .�.._�. __.. �...�.�. � _ . �. ..�.� __. � . �: _._ ..�. _ _. .._ _ _.._ ._._ � _ ..._. _ .._ _... � . a � � \ - _-- ��% �. � �.�� <br /> ' � \���� SS6x6x318 �� � <br /> u� 5021� � �:��`. . ��� 4 N \ � � o __�. \ / � <br /> N W14x53 W14x53 W14x53 Wp4x53 W14x53 W14x53 W14x53 � W14x53 W14x53 W14x53 W14x53� W14x53 W14x53 W14x53 W14x5y W14x53 W14x53 ( OST(TYP PLACE�S) IY �., � � � <br /> t 502-1 `„ o o X I /u\ <br /> v <br /> ( � - - - - - - � - -" - � O.H. � °° �\ _`? _ <br /> � � <br /> W E.O.D. - - 1 -�-- -�_ _ _ _ � _ _ � �, _ � _ _ -- - - - -" - � ( 00 S 4x4x114(HI H) LQ�,W HSS4x4x1/4( IGH)(LQW i I � A � p ' <br /> o X W10x12 _ W10x12 _ W10x12 _ W10x12� W10x12 W10x12 _ -W?6�= W1Qx92 W10x12v _ 0�-12- -Vtl1�12 � W10x12 W10x12 _ 10x12_ W10x1�v W10x12 W10x12 ~ � W12x65 8 W12x65 8 00 Y �� 502-1 ��\ <br /> �r �� N � o _ __ _ - - --�- (- - -" - - - -- - _�T _ _ --- o - - - -�- i o n W12x65(8) W1 x6 (8} p i � , <br /> _ , N 10K <br /> � E O.D � `r - - ) d' I - - -�- _ _ _ , � � HS 4x4x1/4(HI H)(LOW) HSS4x4x114( IGH)(LOW) W10x68(10) <br /> _ ' � N ^ � _ BF-6 � <br /> w� - - - - -- - !I` � � � " �" _ -- - - - _ _ Q� cv � <br /> t , <br /> N W14x53 W14x53 W14x53 W�4x53 W14x53 W14x53 W14x53 W14x53 W14x53 W14x5 p W14x53 i W14x53 W14x53 W14x53 W14x5, W14x53 W14x53 'I p.� o X � N � N (� _ <br /> g�� W 12x65 � W 12� W 12x65 � , o 0 0 3 0 0 0 502-1 TYP. o � o 0 0 � o"o � �� �'x O° 1 '-0" � o <br /> X x x 3 � � � � � � .� �- � � � � � � �- ,, � � � 1 � <br /> �o 0o a, x x x -�.,,—�x x x o EA. 14 X x x x x x , , . . � T/SLAB �, <br /> ao w o0 0o co 00 �r w o0 00 00 0o co �,`�.;`�, � � � 5Q2-1 <br /> �i Y Y # Y Y Y �. ti Y Y Y Y Y � �� <br /> 00 � Y ''�� Y � � Y Y � � Y > � � Y Y `n Y Y � Y Y o 0 4 0 0 o SIM E�. 133-5 <br /> lf') t1� � N � � � � � .N � � � ? N LCy t!� � N � � � � � � N � tfj p l� i3'> 1 tt� � � � <br /> � 25K N W24X55 N 25K 25K� N W24X55 N 25K 25K � W24X55 N 25K 25K � N W24X55� N 25K 25K N W24X55 N �y5K � 20K N W24X55 � � I O.H. <br /> �— � � � � 1 -2 4 W18x40(14} 20K � <br /> E.O.D. � TYP, EA.24 502-17 � �� � D � (6}#6 @ 3"O.C. g � : <br /> ADD'L LAP 3'-0",TYP. <br /> 502-1 11'-8° 25'-3" g,_1" 4'_8° <br /> Q p,�L Bq�q . <br /> Y 1'-11° �p �F WASy� �,9 <br /> (*) -�- t�? (*) {*) (*) t*) � -� ��` ' ���"c�� . <br /> � - +�� ._... _.e__. _.. _Y.__�. � 4:' � �21 ' ��1 <br /> � <br /> C B j B � � `�� �v <br /> 502-1 502-1� 502-1 � � �.�?��� �,� <br /> - _ � FSS�URA L ����� 0' 4' 8' 16' 2 4' � <br /> P2P PANEL PAINT EQUIPMENT PLATFORM LEVEL FRAMING PLAN BOOTH #1 � 90� 5W 1b�h S�ree� Su��e 3U7 �NAL �- Q <br /> SCALE;1/8"= 1'-0" - S502-3 1 , ' „ , „ � <br /> �E'C1tQC1�, WdS�11n��Qi1 �$O�J7 David P. Balawajder 1 �8 = 1 -0 0 <br /> WA PE 28184 � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o, ' <br /> _ oF wASH� ACCEPTABILITY CLP 12 22 15 � <br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12 22 15 ,�P�`` N�To THIS DESIGN AND/OR <- ENLARGED T40LING PLAN W2548317 O 12/22/15 \ <br /> - � � � 2 SPECIFICATION IS APPROVED AHM 12 22 15 SHEET M <br /> �OE,��� e�ci�eRs Ncs APPROVED BY DEPT. DATE DPB 12 22 15 nTLE BOEING 777X CWC BUILDING � <br /> No.st37 CHECKED S 5 O 2 4 � <br /> m BUILDING 40 058 M <br /> �'� a APPROVED -� JOB N0. COMP N0. � <br /> N <br /> . <br /> F°�'rF oF A��H��`tiP� a,PPRovEo STRUCTURAL MASTER EVEREI-f, Wq owc No. 40-058—S502-4 Y <br /> i <br />