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<br /> 502-17
<br /> TI STEEL @ /' � TI STEEL @ '
<br /> SFRS EQUIPMENT PLATFORM SFRS � \ SFRS EQUIPMENT PLATFORM
<br /> W12x40 LEVEL W12x79 W12x79 LEVEL
<br /> EL.133'-0" � � EL.133'-0"
<br /> � \ / � li')N �t1�N �IIN �N .
<br /> ���' .��� "' SFRS `'' T/STEEL @ " SFRS "' TI STEEL @
<br /> G' 'j'�` � � � W12x79 ROOF LEVEL W12x79 ROOF LEVEL
<br /> `�`�'�x���o`�� EL.149'-9" EL.149'-9"
<br /> �
<br /> / ��Q„5+�}�.�`� �,s�s��
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<br /> g5/1 x\+�
<br /> W12x40 T/STEEL � x�o`�'o�`�� ��'2� -t� \ / � �
<br /> EL. 126'-0" h;�`�1 ������ 2 '
<br /> \ '�'s�,�`r�`,p�, TYP. /
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<br /> 9�o��'F���� 502-17 "' \ \ y� �� � �� / \ y�� �� �� �� /
<br /> /�' \ / \ SFRS SFRS T/STEEL @ x �'�� �p�, ��c��D3'� x�o�.�'PcP g� .�.�`�'��.
<br /> � � W12x79 W12x79 CONTROL ROOM LEVEL �p f �` p`� � � �� g`�`�o �.
<br /> SFRS - - - - - , l�� c�,���, �5 x���,�� ���,�.� � ,� x �w�
<br /> W12x40 T/STEEL �\ EL.120-7" �2�� ti�. �- �,
<br /> EL.119'-6" � i \ /
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<br /> SFRS � � �
<br /> SIM. T/STEEL
<br /> W12x40 T!STEEL � � @ T/STEEL @
<br /> EL.113'-0" / ' � 502-17 T/STEEL @ _ ^SFRS W10x68 _ _ MECHANICAL LEVEL _ W10x68+WT10.5x22x14'-6"* MECHANICAL LEVEL
<br /> SFRS SFRS HOUSE MEGHANICAL EL.133'-0" SFRS EL. 133'-0"
<br /> � W12x79 � � W12x79 LEVEL
<br /> �-
<br /> x�ss����s - - \ - � - - EL. 111'-1"
<br /> +
<br /> 9208��i-+`�i� � � / \ � / \
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<br /> SFRS \ / c, cS, � `'����`}�\`F. ��`r�s�'pcf'
<br /> W12x40 TI STEEL
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<br /> - „ �� '���' ti s.o LL 5��+%`� x�f�s LL � ,�5�x���°`� �'2���f-���� �
<br /> EL. 106�-6 5� }�� ss�, ,�s � ��°`x�o�o� ,� oe �+�� � o / ;� �,r�f- \ �
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<br /> �.`' xg0o�`�. � � 4-42 / *HSS8x6,TYP. �
<br /> �°��'� / � SEE PLAN F
<br /> 502-17
<br /> / SFRS T/STEEL @ I Typ. T!STEEL @
<br /> BP-6 BP-7 T!SLAB gp_2 BP-3 BP_4 T/SLAB _ _ W10x68 _ _ CONTROL ROOM LEVEL _ W10x68+WT10,5�t22x14'-6"_ CONTROL ROOM LEVEL
<br /> EL.100'-0" EL.100'-0" EL. 120'-7" SFRS EL. 120'-7°
<br /> (BP-10
<br /> AT TBF-7) / \ / '
<br /> \
<br /> BRACED FRAME (BF-1 ) A BRACED FRAME (BF-2) g tis s,�� ��s ��� �� ���
<br /> SCALE.1/4 - 1 -0 - S502-5 SCALE:1/4 = 1 -0 - S502-5 % s�� s 5 �,�p,� ,S, s,� g� �.��'
<br /> 3��.p S /`� \�' �/`�
<br /> (VIEW LOOKING NORTH) ��A�B� `��8 `2�5 x3��'�� I x s�+sr�s `Z`5� 3��`�
<br /> TYP. ���� ��`°� �'s��8'��3�8 x ���`��
<br /> 'Q���'r
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<br /> SFRS �' �� 502-17 T/STEEL @ /' � � 502-17 TI STEEL @ \ /�" - � � 4 T/STEEL @ � / ' - � � 502-17 T/STEEL @
<br /> � / EQUIPMENT PLATFORM � SFRS EQUIPMENT PLATFORM 502-17 HOUSE MECHANICAL � HOUSE MECHANICAL
<br /> W24x162 LEVEL � W12x87 LEVEL � SFRS W10x68 � � _ _ LEVEL _� ' _ SFRS LEVEL
<br /> � � EL. 133'-0" � 1 EL. 133'-0" EL.111'-1"
<br /> \ / � f W10x68+WT10.5x22x14'-6"* EL. 111'-1" ,
<br /> � _ � �� � � _ � � _ ,
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<br /> �°`� �`'� , x,��, �,�o y � 5`� +o�+� x ��, �'s 5`� .���' ,� x $�. �'s
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<br /> 5� x`� h�'� �s s� G \� �'.� �� h/ 5�°`��o�.� ., o��+�� 5���� � � °��+��
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<br /> SFRS T/STEEL @ T!CONCRETE PIER T/CONCRETE PIER
<br /> _ _ W12x79 _ _ CONTROL ROOM LEVEL � � BP-$ BP-8 BP-8 BP-8
<br /> j EL.120'-7" "' `n EL.99'-0" EL.99'-0°
<br /> �
<br /> � � � , � N � � 4 N BRACED FRAME (BF-5) E BRACED FRAME (BF-6) F
<br /> a N � � - � - -
<br /> � .
<br /> 502-17 ��_ � �� S502 5 - S502-5
<br /> � N N SFRS SCALE:1/4 1-0 SCALE.1/4" = 1'-0"
<br /> � 'S'SS s'SQ �Q`' �\`1- �, _ W24x162 �� t_ _ T/STEEL ,
<br /> � X �6'.�6, S 5 6,}.6j � f EL.117-6
<br /> �,5,`��/r�,�2 �`'� k0`L51`� \\ - /
<br /> �6� �p��
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<br /> „�,��
<br /> \ /� '� / 4 T/STEEL @ �ENG�H �//��' SFRS S RS WELDS A EI TO BE MA ESW TH FIL ER ME ALS
<br /> 502-17 HOUSE MECHANICAL „ MEETING THE REQUIREMENTS OF AWS D1.8,CLAUSE 6.3
<br /> SFRS W12x79 � LEVEL 3'-0
<br /> - � _ _ PZ *EAST BRACED FRAME ONLY.CENTER WT ON BEAM SPAN.
<br /> � � EL.111'-1° � y /�
<br /> �� ,h I �cJ�N u'.r / �
<br /> � �
<br /> � _ i ���`�}h�- '�����'�f � 1.1�
<br /> / \ ��' X����� `�s��/r� � PZ
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<br /> �����+'`�ti tisss�.�,�s � � 3.
<br /> �c�5/��`� xs�,�s-r,/ .
<br /> x`o �'�`� �5'�,, �/�- 2
<br /> ����� ���,,�� TYP. BRACE PROTECTED ZONES (PZ) �
<br /> SCALE:1/4"= 1'-0" - S502-5
<br /> � � � � Q p,uL Bq�q
<br /> � INDICATES BASE PLATE. INDICATES BASE PLATE ��p�pF W A Sy��y�O
<br /> SEE S502-20 FOR DETAILS � SEE S502-20 FOR DETAILS � c�� �
<br /> �� T/SLAB T/SLAB +�(}(K=INDICATES EXPECTED BRACE STRENGTH IN TENSION DAVI �� w o �
<br /> BP-4 BP-4 BP-5(AT BOOTH#1 ) BP-5(AT BOOTH#1 ) u,
<br /> EL.100'-0" BP-12(AT BOOTH#3) BP-12(AT BOOTH#3) EL.100'-0°
<br /> -XXXK=INDICATES EXPECTED BRACE STRENGTH W COMPRESSION www.brph.com Copyright o2017 �� �84 �� �
<br />� B RAC E D F RAM E (B F�3) � B RAC E D F RAM E (B F-4) � -XXK=INDICATES EXPECTED POST-BUCKLING STRENGTH Architects, Engi neers, Constructors �Ff l RA L ������'� �� 2� q'� 6� 8� � �' 12�
<br /> SCALE:1/4"= 1'-0" - S502-5 SCALE:1/4"= 1'-0" - S502-5 19020 33rd Ave W,Suite 530 State of washington S��NA L E�C' �
<br /> Certificate of Authorization .-
<br /> Lynnwood,Washington,98036 Architecture No.603235512 David P. Bolawa der
<br /> 425-921-3500 Engineering No.3137 WA PE 28184� 1 `4�� _ � �-Q�� � �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL Q DATE o,
<br /> oF WASH� ACCEPTABILITY CLP 07 12 16 W2548317 U 07 12 16 �
<br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 5 REVISION - RELEASE 42 (PANEL PAINT� CLP AHM 05/03/16 ,�P�� ��ro THIS DESIGN AND/OR CK D BRACED FRAMES � � �
<br /> � � SPECtFICATION IS APPROVED AHM 07 12 16 SHEET "�
<br /> 1 REVISION - RELEASE 34 PANEL PAINT1 CLP AHM 01 15 16 6 REVISION - RELEASE 43 /PANEL PAINT1 CLP AHM 05 17 16 � eRPNaRCHiTecTs T►T�E �
<br /> � J / / ` l / / BOE,�� ENciNEeRsiNc. APPROVED BY DEPT. DATE DPB 07 12 16 BOEING 777X CWC BUILDING
<br /> 2 REVISION - RELEASE 36 (PANEL PAINT) CLP AHM 02 09 16 7 REVISION - RELEASE 46 PANEL PAINT CLP AHM 06 28 16 "o.a'3' cHECKE� S�O��� �;
<br /> � � � � � 1 �� = BUILDING 40-058 �
<br /> 3 REVISION - RELEASE 38 (PANEL PAINT) CLP AHM 03/08/16 8 REVISION - RELEASE 47 (PANEL PAINT) CLP AHM 07/12/16 o APPROVED JOB N0. COMP N0. M
<br /> 4 REVISION - RELEASE 39 PANEL PAINT CLP AHM 03 ZZ �6 /�ic9TF oF AutH°���P�\ APPROVED DWG N0. N
<br />� � � � � STRUCTURAL MASTER EVERETT, WA 40-058-S502-5
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