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� 3.74 4 5 �.�� s� . 1
<br /> .,_,�.,.��, � 502_�� T/STEEL @ G E N E RAL N OT E S
<br /> T1,�-���{� SFRS �� SFRS EQUIPMENT PLATFORM
<br /> c�.�UI�N'I�lVT i�LATFC7F�I�Ji L(.��Ip�j��l�r�LArF��:�J� W24x55 / W24x55 LEVEL DESIGN EARTHQUAKE:REFERENCE-ASCE 7-10
<br /> ' � �F�p�A� � _ i E�l�! '-�l ��V2nx'1�2 ��F�� �.r�/FL ��1 f EL.133�.0,�
<br /> EL. 133�_0`� � - � --- ----- � E1..133,,�,� -
<br /> RISK CATEGORY 11
<br /> IMPORTANCE FACTOR 1.25
<br /> 1 (OWNER REQUESTED
<br /> VOLUNTARY WCREASE)
<br /> cr� � cn I c�i3 � � 0,2 SECOND MAPPED ACCELERATION,Ss 1.447
<br /> � t j � / � � 1.0 SECOND MAPPED ACCELERATION,S1 0.558 '
<br /> 0.2 SECOND MAPPED ACCELERATION,Sds 0.965
<br /> � C� ��� ��� � .
<br /> � o � � � ��� �`� l;� t,q3� ( �, � �� 1.0 SECOND MAPPED ACCELERATION,Sd1 0.558
<br /> `C '< n -`�r ;� �� ,.���'" '"'-�E`�;," � � t��- 6.�.`� ,�, �, SITE CLASS D
<br /> �?. cV _ c�� °�S 4'C~ � <3� � c�a 5 1. cP �C`
<br /> z � � J �/' SEISMIC DESIGN CATEGORY D
<br /> `c .S5• � .l. :- �'. �j � a �' 'Q
<br /> � � z FUTURE FULL ��" "�'�4�`���_ �'�,5��`���� � �� `L��� "6' ��6' � LATERAL SEISMIC RESISTING SYSTEM CRITERIA (STEEL SPECIAL
<br /> J ';��� ',� � � �/"� "�� � SO`��\ �� CONCENTRICALLY BRACED
<br /> CAPACITY `�'f �- \� � A o � o �r- �
<br /> 1 COLUMN SPLICE, \ i %`� `SO�.'F FRAMES)
<br /> /I �P / I SEISMIC DESIGN COEFFICIENT,Cs 0.201
<br /> ' � � �/ � ' RES ONSE MODIF CAT�ION COEFFICIENT,R 680 KIPS
<br /> � ' � � � � �P' ( DEF�ECTION AMPLIFICATION FACTOR,Cd 5
<br /> � � \ / � � 1 / � SYSTEM OVERSTRENGTH FACTOR,f2o 2.0
<br /> 0 3 0
<br /> 502-17
<br /> � S502�7 4 / TE L � 1 �� SFRS SFRS T/STEEL @
<br /> � T S E@ T/STEEL W12x79 W12x79 CONTROL ROOM LEVEL .
<br /> � _ W12x79 SFRS _ CONTROL ROOM�EVEL / � 502-17 � � @ � _ _ _ _
<br /> / W12x79 SFRS CONTROL ROOM LEVEL I EL.120'-7"
<br /> � / EL.120'-7" � — — — — — EL.120'-7" � � �
<br /> � N /
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<br /> � � � S502�j I � / �' � / TI STEEL @
<br /> � T/STEEL @ N TI STEEL @ SFRS � � SFRS HOUSE MECHANICAL ,
<br /> = SFRS — 4 (� HOUSE MECHANICAL Q SFRS HOUSE MECHANICAL W12x79 _� W12x79 LEVEL
<br /> �- W10x68 5502-�7 � LEVEL a W12x79 � LEVEL — — —
<br /> — —�- — _ _.
<br /> � � EL,111'-1"
<br /> EL. 111'-1" � EL.111'-1" I
<br /> \` � ` � � /
<br /> / \ / �
<br /> / \
<br /> � ��-� �y�, s�,
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<br /> ��Q°o��� �o° ��� 56�' �� X �'-�6 5`� .���' tis s,�
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<br /> / �
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<br /> � � INDICATES BASE PLATE.
<br /> SEE S502-20 FOR DETAILS
<br /> � BP-10 BP-9 T/SLAB
<br /> BP-4 (BP-10 BP-4 TI SLAB BP-6 BP-3 BP-11 T/SLAB
<br /> EL.100'-0" AT TBF-7) EL.100'-0" EL. 100'-0°
<br /> BRACED FRAME (BF-12) F
<br /> SCALE:1/4" = 1'-0° - S502-5a
<br /> TEMPORARY BRACED FRAME (TBF-7) A BRACED FRAME (BF-8) B S,M S�M. �
<br /> SCALE:1/4" = 1'-0" - S502-5a SCALE:1/4"= 1'-0" - S502-5a '�� 3 3
<br /> T/STEEL @
<br /> 502-17 SFRS EQUIPMENT PLATFORM i -" 502-17 SFRS
<br /> / TEMPORARY W12x45 LEVEL / TEMPORARY W12x45 '
<br /> / EL.133'-0" � /
<br /> \
<br /> 4 4 � � � � �
<br /> � 2 '� �
<br /> � _ � 2 _
<br /> IN
<br /> N 3 "'N T(STEEL @ 502-2 �' T/STEEL
<br /> / � S502-17 SFRS " HOUSE MECHANICAL �' HOUSE ME HANICAL
<br /> ( �� W10x68 _ LEVEL / _ _ _ W10x68 SFRS _ _ LEVEL
<br /> � / EL 111'-1,� ` EL.111'-1" I ��`��'N `�'T � �yJ'�, `�'-�
<br /> �
<br /> 'S' d',c. z w QQ-`' .,.``��` \ Z W X?''° � �`f' �'\ � � �
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<br /> �, s o c� �a � ���'� �'�- ���''�xo�o � �-�� �'�.�' ��`Qo ow�' �
<br /> '� �'f'� C15x33.9 � N u' T/WALL � � i �t' � � � � � �,� ""'°'ti q'�- '�
<br /> � C15x33.9 T/WALL � �` `�' � � '� :� vi
<br /> , „ a
<br /> cn 4 cn EL 107-2 y � � EL.107'-2 Y" \ / \ /
<br /> � W Ox68 S5�21 0 � � SF � N N N
<br /> o — _ � o h,gSS,x�S � � � �
<br /> � �. ..-/ y d' � \\ 3j� �n >- >- �
<br /> �' .� �398l� � � � �
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<br /> ���+`���- '�s''�-�''� � Sk N � � 4 � � � � �
<br /> `��% x�``�1�� Y'o'�'� \ w � � � 1 502-17 � � � � 502-17 �
<br /> 1 �,o \ SFRS � SFRS �
<br /> � �. � TEMPORARY W12x45_I �_ _ T/STEEL TEMPORARY W12x45 _
<br /> � � � EL. 117��6�� � —f �—
<br /> BP-8 BP-8 T/CONCRETE PIER gp_g T/CONCRETE PIER � / � •
<br /> EL.99'-0" BP-8 EL.99'-0" ~ — \� — /
<br /> I / \ / \
<br /> BRACED FRAME (BF-9) � BRACED FRAME (BF-10) o
<br /> SCALE:1/4"= 1'-0" - S502-5a SCALE:1/4" = 1'-0° - 5502-5a
<br /> � y� N,� � ti�, �
<br /> I � �� X��o\f���' �/ ��'�\`�.���
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<br /> 2 �c., �G'��,ow� � �o,`O Qo o�-� �
<br /> 502-2 `_1' T/STEEL @ ,�,� " �'�,� ��� X�'�'ry�
<br /> / W1Qx68 SFRS L0�SE MECHAN�CAL �
<br /> SFRS iNpICATES SEISMIC FORCE RESISTING SYSTEM.ALL � � \ / \
<br /> ` EL.111'-1" � SFRS WELDS ARE TO BE MADE WITH FILLER METALS
<br /> � yS SFRS c—Qn a s�����,� i �
<br /> MEETING THE REQUIREMENTS OF AWS D1.8,CLAUSE 6.3
<br /> \ S3�,O Ssg� / �
<br /> v��i ,'���X'/� � k��� oo �
<br /> � � \ / \
<br /> �3ff � � �3 o INDICATES BASE PLATE. /� INDICATES BASE PLATE.
<br /> � � �- � � � SEE S502-20 FOR DETAILS
<br /> / SEE S502-20 FOR DETAILS
<br /> o _ _ W10x68 SFRS _ BP-12 BP-13 TI SLAB BP-13 BP-1
<br /> �
<br /> � EL.SEE PLAN
<br /> i �
<br /> �S��S�����' ��ySss,�Rs TEMPORARY BRACED FRAME (TBF-13) � TEMPORARY BRACED FRAME (TBF-14) H
<br /> 3 �3,�� c� SCALE:1/4"= 1'-0" - S502-5a SCALE:1/4" = 1'-0" - S502-5a
<br /> �x��9 502-2 ��J/('�1�q W
<br /> 1 .13� � ''3� \� � e
<br /> gp_g / \ BP_a T/CONCRETE PIER \� P OF W q yC��L�v F 0 R R E F E R E N C E 0 N LY
<br /> � �� � yc�Q�
<br /> EL.99'-0" +XXXK=INDICATES EXPECTED BRACE STRENGTH IN TENSION DAVI r-� � wa o
<br /> �
<br /> B RAC E D F RAM E (B F�� � ) E -XXXK=INDICATES EXPECTED BRACE STRENGTH IN COMPRESSION �,brph.com Copyright o 2017 �
<br /> �li 184 �� �
<br /> SCALE:1/4"= 1'-0° - S502-5a -XXK=INDICATES EXPECTED POST-BUCKLING STRENGTH Architects, Engineers, Constructors �Fss� RA L ��G���`'� �� 2� 4'� 6� 8' 10' 12� a
<br /> State of Washington �NA L ��
<br /> 19020 33rd Ave W,Suite 530 N
<br /> Certificate of Authorization
<br /> Lynnwood,Washington,98036 Architecture No.603235512 " ' " o
<br /> 425-921-3500 David P. Balawajder 1 /4 = 1 -0 .
<br /> Engineering No.3137 WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBT�TLE CURRENT REVISION SYMBOL DATE a,
<br /> aE wasH� ACCEPTABILITY CLP 08 23 16 00
<br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 5 REVISION — RELEASE 50 (PANEL PAINT� CLP AHM 08�23�16 ,�P�`` N�ro THIS DESIGN AND/OR �HE�KEo BRACED FRAMES W2548317 � 08/23/16 \
<br /> � y SPECIFICATION IS APPROVED AHM Q8 23 16 SHEET "�
<br /> 1 REVISION — RELEASE 34 (PANEL PAINT) CLP AHM 01/15/16 � BRPHARCHITECTS TITLE BOEING 777X CWC BUILDING �
<br /> BO�,�� ENciNEeRs iNc. APPROVED BY DEPT. DATE DPB 08 23 16
<br />� 2 REVISION - RELEASE 36 (PANEL PAiNT) CLP AHM 02/09/16 N0.3137 CHECK D �502-5a �-
<br /> 3 REVISION - RELEASE 38 (PANEL PAINT) CLP AHM 03/08/16 `��,F �o APPRov � B U I L D I N G 40'O5� �oB N0. COMP N0. Y
<br /> � N
<br /> 4 REVISION - RELEASE 42 (PANEL PAINT� CLP AHM 05�03��6 /c�rF oF AUTN����P APPROVED DWG N0.
<br /> STRUCTURAL MASTER EVERETf, WA 40-058—S502-5a
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