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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 / <br /> \ <br /> \ / � <br /> o �g ��, <br /> � � � cv 5� �o�'� � <br /> J,ys �,� � v cn � v ys's s'��P � sIM. 55��1� a"i <br /> cn � 6 s ti <br /> � � a <br /> y � F � �'s � •�'-a ti s� 5 ti x -r� x� o� <br /> � , ?',o +� �2� .�`��. � o s� FQ` �� o 0 6� .� / ho � � <br /> 4 v, x�o° f�� 5 }�` � rx X�ss,� s � 6.�6 j X N , �,J�'�. ''2 � �h° o <br /> N s2,,����` ���eO���� N S 6�j �,/2 ���k6�� r N N ,� S� . <br /> 502-17 �, <br /> N � \ / �� x '��h�� o � r��'�� 4 y�'��� � � s� � <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�, <br /> �c�'�.�0�'��4 ���� �s �F�S��.�`� tiss s�,ps I �5 ,��ti <br /> ��Q°o��� �o° ��� 56�' �� X �'-�6 5`� .���' tis s,� <br /> ��� x���,��� s�,����,�'y���a� �/ x�ti�,�,� s��j��r��, ��5`O�� � s���'�s <br /> ;, ��,.� ;����� .��6�� x����,�� ,s�9��f,�� <br /> o� <br /> ` . <br /> / � <br /> / \ <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' �'\ � � � <br /> X ss�,���'s o Q 5��+"' ,�.� �o� f� �'� ,� -� � o '`f N � �; -� <br /> ,,��s,�\,'� � a �/ x����� \\ o z �'o ��y y �c o� � �,� ��v��y � ��'`o.'�Qg�' . <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� � � � � <br /> �.5 ,��� X,s�.���s 4 ;¢k \ N � � � <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���' �/ ��'�\`�.��� <br /> f � � � � o � <br />, � � ���`�}�� �Q��������� ����} �� �'���������� <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 <br />