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i z Z <br /> � � <br /> > > <br /> J J <br /> � O <br /> U U <br /> H � <br /> N � <br /> ' � � <br /> SIM. <br /> I I 3.7� � 3.9 <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�� <br /> �SFRS a � e s <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. / <br /> X +� � � <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 \ / <br /> \ / <br /> \ � <br /> a � � � <br /> � Q-5 �,� � � � � <br /> F � <br /> 0 5 +°`�- o � ys sF � ��5�,��ti � <br /> N � �� N a s �s � 5 .�6 � . . <br /> 6 � <br /> r �J O <- � <br /> x `Z` x"� �� x�-1'� 5� '�`� cv <br /> 5 � <br /> � '��°��''� � `g S>`��/('��/� `g � "��j`l'�'�`� N � � \ � <br /> I �X �1s,,� �X ;��� �S' . <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� � � / \ � / \ <br /> .�- � � I <br /> SFRS \ / c, cS, � `'����`}�\`F. ��`r�s�'pcf' <br /> W12x40 TI STEEL <br /> � ti � �� � � <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- \ � <br /> � <br /> � � 8 � <br /> O x �- � �. , '�' <br /> 5 � s� � o � <br /> / �5 %�y���� s°���-��? � . �o� �o��- � <br /> 5FQ'���.`��� ��'`°`� �`��'�r� o o `� <br /> o � o <br /> �� �� � � , „ � <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 <br /> 5 3 siM. <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 /> � _ � �� � � _ � � _ , <br /> \ / <br /> � \ / \ � � <br /> �� �oJ�o� y�s�'-�o s�' <br /> 5F ,��� �,S �'s �5 ��� ys s,� �5 ��� ti�, s�. <br /> �°`� �`'� , x,��, �,�o y � 5`� +o�+� x ��, �'s 5`� .���' ,� x $�. �'s <br /> , , . � O O � � <br /> 5� x`� h�'� �s s� G \� �'.� �� h/ 5�°`��o�.� ., o��+�� 5���� � � °��+�� <br /> ,�,5 ;v,�o� >o sy- '�p X,. N� ��, �c } �� �` x ���,� 3 �9 �r � �' "��.`��',� ��� �- � <br /> �r �s�"�� �� Z���x��`h� �� �,��- �� s,��- <br /> � � ti <br /> / \ / \ � � <br /> � � <br /> SFRS T/STEEL @ T!CONCRETE PIER T/CONCRETE PIER <br /> _ _ W12x79 _ _ CONTROL ROOM LEVEL � � BP-$ 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�� <br /> / \ �Rp,CE pZ ' <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 <br /> ti / //� <br />� �O, <br /> 5 s <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 &#2) BP-5(AT BOOTH#1 &#2) u, <br /> EL.100'-0" BP-12(AT BOOTH#3&#4) BP-12(AT BOOTH#3&#4) 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 <br />