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I �.�� � GENE�L N�T'
<br /> � T/STEEL @ T/STEEL @
<br /> EQUIPMENT PLATFORM EQUIPMENT PLATFORM DESIGN EARTHQUAKE:REFERENCE-At;CE 7-10
<br /> W18x40(14) LEVEL W24x162 SFRS LEVEL
<br /> � � EL. 133'-0" � � EL.133'-0" RISK CATEGORY II
<br /> IMPORTANCE FACTOR 1.25
<br /> (OWNER REQUESTED
<br /> � LL � � 0.2 SECOND MAPPED ACCELERATION,Ss 1.0��NTARY INCREASE)
<br /> � a N � � u.. 1.0 SECOND MAPPED ACCELERATION,S1 0.558
<br /> N � � � O1 'S' � 2 SEC N MAPP D A EL TION Sd
<br /> s
<br /> a 0. O D E CC ERA s 0.965
<br /> � o eo N o 5 QJ� �6'./- cS',�. 0 1.0 SECOND MAPPED ACCELERATION,Sd1 0.558
<br /> a � ) I o = N I 5���� X��'��.'�cS I X SITE CLASS D �
<br /> � a ��, ��h � v'�s �,QO N S E I S M I C D E S I G N C A T E G O R Y D
<br /> � � FUTURE FULL �S�O " �,`'��.�. j Sc5` '� G� � LATERAL SEISMIC RESISTING SYSTEM CRITERIA (STEEL SPECIAL
<br /> CAPACITY �/ 1� �/r� � CONCENTRICALLY BRACED
<br /> FRAMES)
<br /> COLUMN SPLICE, SEISMIC DESIGN COEFFlCIENT,Cs 0.201
<br /> / 7YP. DESIGN BASE SHEAR,Qe 480 KIPS
<br /> — � \ I — — � RESPONSE MOQIFICATION COEFFICIENT,R 6
<br /> � / DEFLECTION AMPLIFICATION FACTOR,Cd 5
<br /> � � SYSTEM OVERSTRENGTH FACTOR,f2o 2.0
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<br /> � �- �
<br /> '(t�TEEL @ /� 502-17 � T/STE�L a�
<br /> � � W12x79 SrFtS � Ct7�l7�OL fZ00�r1 LEV�L ,;��;,� W12x79 SFRS CONI"�ZOL ROOM LEVEL �
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<br /> a- W'lOx6$ LEVEL cz �J9?x`79 � L�VEL
<br /> — - - — EL.111'-'I" � — — -- — — - — — — EL 119�_1�� " �
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<br /> �� —�BP-10 BP-9\_ T/5!AB -- - :-'� ` ��-� (BP-�4 �!�-� � T/SLAB _
<br /> EL.1 Q�'-q" A71'B�-7) EL.100'-�°
<br /> TEMPOF�ARY �RA�E� F M� (T�F-7) A ��AC�D FRAME (�F-�) �
<br /> SCALE:1/4"= 1'-0" - S502-5g SCALE:1/4" = 1'-0" - 5502-5g
<br /> r+� h � e PUL Bq�q
<br /> •�� ,' - O F WAS �
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<br /> +XXXK=INDICATES EXPECTED BRACE STRENGTH IN TENSION ;�� � �' � �Ay� �tR Wa co �
<br /> SFRS INDICATES SEISMIC FORCE RESIS7ING SYSTEM.ALL k , � � -
<br /> SFRS WELDS ARE TO BE MADE WITH FILLER METALS
<br /> MEETING THE REQUIREMENTS OF AWS D1.8,CLAUSE 6.3 -XXXK=INDICATES EXPEC7ED BRACE STRENGTH IN COMPRESSION �,�,�,y�,,�,brph.com Copyright o2017 � � ' �'
<br /> _ ���1iT���8184 ��� ��
<br /> -XXK-INDICATES EXPECTED POST BUCKLING STRENGTH Architects, Engineers, Constructors Ffs�"�'A L �-�G���`' �� 2� 4'� 6� 8� � 0' 12� Q
<br /> state ot washington ONq� E�
<br /> 19020 33rd Ave W,Suite 530 N
<br /> Certificate of Authorization
<br /> Lynnwood,Washington,98036 p,rchitecture No.603235512 " — ' " o
<br /> 425-921-3500 David P. Balawajder 1 /4 — 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 a,
<br /> oF wasy� ACCEPTABILITY CLP 0$ 08 17 c� .
<br /> 0 ISSUE FOR CONS7RUCTION CLP AHM 08/08/17 ,�P�� "�ro THIS DESIGN AND/OR CHECKED PHASE II - BRACED FRAMES W2548317 08/08/17 �
<br /> y � SPECIFICATION IS APPROVED AHM 08 08 17 SHEET �
<br /> � BENGINERS NCS APPROVED BY DEPT. DATE DPB 08 08 17 TITLE BOEING 777X CWC BUILDING �
<br /> N0.3137 CHECKED ��0 2��
<br /> � � CU
<br /> ��'�.�F o APPROVED �U I L D I N G 40�0 V H JOB N0. COMP N0. �
<br /> /cqrF OF AUTH��\�P� APPROVED DwG No. N
<br /> STRUCTURAL MASTER EVERETT, WA 40—�58-5502-5g
<br />
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