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i: _____ <br /> _ <br /> � ,----�� G E N E RAL N OTES <br /> 3.74 ', � <br /> " 4l DESIGN EARTHQUAKE:REFERENCE-ASCE 7-10 <br /> T/STEEL @ T/STEEL @ <br /> EQUIPMENT PLATFORM EQUIPMENT PLATFORM RISK CATEGORY II <br /> SEE PLAN LEVEL W24x162 LEVEL IMPORTANCE FACTOR 1.25 <br /> EL,133'-0° (OWNER REQUESTED <br /> EL. 133'-0" <br /> VOLUNTARY INCREASE) <br /> 0.2 SECOND MAPPED ACCELERATION,Ss 1.447 <br /> \ 1.Q SECOND MAPPED ACCELERATION,S1 0.558 <br /> 0.2 SECOND MAPPED ACCELERATION,Sds 0.965 <br /> � � o / � 0 1.0 SECOND MAPPED ACCELERATION,Sd1 0.558 <br /> N N o c� p� 'S's "� � SITE CLASS D <br /> cwj� � � N � pJ� S6'.�- c� SEISMIC DESIGN CATEGORY D <br /> a a �' �'��� x�,��S/ � LATERAL SEISMIC RESISTING SYSTEM CRITERIA CONCENTRICALLY BRACED <br /> FUTURE COLUMN �S�O�O "��,`���., j'S�5`S'��OG� FRAMES) <br /> ' SPLICE,TYP. �/ :�� O�j'� \O/ SEISMIC DESIGN COEFFICIENT,Cs 0.201 <br /> DESIGN BASE SHEAR,Qe 480 KIPS <br /> m � � \ RESPONSE MODIFICATION COEFFICIENT,R 6 <br /> � DEFLECTION AMPLIFICATION FACTOR,Cd 5 <br /> —� �---.-- -� �--- \� �� � --- -�--�---u --�- ---- ---�-- -�.. ,�..- �.�---- SYSTEM OVERSTRENGTH FACTOR,f�0 2.0 <br /> TY . � <br /> � �, <br /> � � TYP. � <br /> �t `r / -'� 1 <br /> T/STEEL @ � 502-17 T/STEEL @ <br /> _ W12x79 _ CONTROL ROOM LEVEL � W12x79 CONTROL ROOM LEVEL � <br /> EL 120'-7" \ r EL. 120'-7" <br /> \ <br /> � i <br /> \ / <br /> \ / <br /> ��cf' � N <br /> �°� `9�`��� �d`�'�o��� � yss6"�6'-h 5�°�6� � <br /> N s`�'�,�'� 'S'�- ���Q X�p�',CE. � s���,f. ��� �•5 x6`L11� <br /> N � � / � ;1,���- 0 75y6,� 4J��ra`� <br /> � � <br /> T/STEEL @ w � � <br /> ¢ HOUSE MECHANICAL ¢ T/STEEL @ <br /> � W10x68 LEVEL � HOUSE MECHANICAL <br /> W12x79 LEVEL <br /> EL 111'-1° - <br /> EL.111'-1" <br /> / \ <br /> / \ <br /> ��� �tis <br /> �}�}� ���O�f� ����� tiss <br /> ��'� �����" ��`�°�����`���v 5`'���,�� "�, �'-r6+ <br /> /,��c. x ^°�h��- s���'� 'A�\ �`/ x`O �1`� s����-�r�2 <br /> �- 5��0� ,��6� <br /> / \ <br /> / \ <br /> TI SLAB T/SLAB � <br /> EL.100'-0" EL. 100'-0° <br /> TEMPORARY BRACED FRAME (TBF-7) A BRACED FRAME (BF-8) B <br /> SCALE;1/4"= 1'-0" - 5502-5a SCALE:1/4"= 1'-0" - S502-5a <br /> T/STEEL - p� <br /> �, �;, HOUSE ME�CHANICAL �, N HO SE MECHANICAL <br /> W10x68 LEVEL W10x68 LEVEL <br /> EL. 111'-1" � EL.111'-1" <br /> � <br /> tis Z w }��.'�� � � � <br /> x �'v�,t � Q 5`� •�`�' \ Z z <br /> ,�osr�.�'�\�'sr � � �/ "'��`'�h� � � �a <br /> �' C15x33.9 T!WALL � C15x33.9 T/WALL <br /> EL.107'-2%° EL.107'-2%" <br /> � W10x68 � o \ NS o <br /> o � <br /> � � ,�, � � �398X�k3\ � <br /> \a "j�.s�''"fv'�. -1S Kk ��\ <br /> ��-1-��1,�. ��sT�.�'f' �� � \ <br /> �`'/ X'`�'�h� �'f"� � �w � <br /> �o \� <br /> � <br /> T/CONCRETE PIER T/CONCRETE PIER <br /> EL.99'-0" EL.99'-0" <br /> BRACED FRAME (BF-9} � BRACED FRAME (BF-10) p <br /> SCALE:1/4"= 1'-0" - 5502-5a SCALE:1/4"= 1'-0" - S502-5a <br /> _ T/STEEL @ <br /> � HOUSE MECHANICAL <br /> W10x68 `" LEVEL <br /> EL. 111'-1" <br /> � � w i <br /> zz <br /> HSS3x3 � � S�3y3�f-'��R <br /> '`rs x�i¢ N %5�`� � <br /> ' k,� \ / .�°� <br /> �9 ,13 � <br /> � i Q <br /> � � <br /> o W10x68 <br /> � � <br /> i � <br /> X`��'11��/ �yss3 <br /> �55 k151� x1Sj�X1/� � <br /> / ��;93 ��3k � Qp,UL Bq� <br /> � � WAS q�L <br /> T/CONCRETE PIER .�����E � y�.yc9�Q� <br /> EL.99'-0" a +�`',�� o �1 � <br /> +XXXK=INDICATES EXPECTED BRACE STRENGTH IN TENSION �: " " ��-?� '"'v� <br /> B RAC E D F RAM E (B F-� � > E -XXXK=1NDICATES EXPECTED BRACE STRENGTH IN COMPRESSION �� ,,,��8 ����. <br /> SCALE:1/4"= 1'-0° - S502-5a -XXK=INDICATES EXPEGTED POST-BUCKLING STRENGTH t � FS�TURA L����<`' (�' 2' 4.' 6' 8' � �' 12� <br /> 9�� SW � b�h Street Sujte 3�7 S��NA L E�G Q <br /> N <br /> �C'C1tOC1� Washin�tvn 9805? David P. Balawajder 1 �4�� = 1 �-0�� o <br /> WA PE 28184 � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE rn <br /> wASH ACCEPTABILITY CLP 12 22 15 D/� 0 <br /> J ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 �P�`` �� ,��r THIS DESIGN AND/OR Bf�10ED FRAMES W2548317 12/22/15 N <br /> � �� SPECIFICATION IS APPROVED AHM 12 22 15 SHEET � <br /> �Q�,��� eNGINEERS NCS APPROVED BY DEPT. DATE DPB 12 22 15 T��E BOEING 777X CWC BUILDING � <br /> No.a�3� CHECKED �5 0 2 5 a � <br /> � = BUILDING 40-058 ° <br /> JOB N0. COMP N0. <br /> .�� o APPROVED � <br /> �icqTF oF AUTN����P� APPROVED DWG N0. N <br /> STRUCTURAL MASTER EVERETf, WA 40-058—S502-5a <br /> I <br />