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�.5� �.5� 3.60 3.�5 �.70 307� � 4.8
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<br /> 25'-0" 25'-0" 25'-0° 25'-0" 30'-0" 30'-0" 31'-0"
<br /> SFRS INDICATES SEISMIC FORCE tiESISTING SYSTEM.ALL SFRS WELDS ARE
<br /> — — �- - — — — — - — _ �. � � � i � � _ u __ — � J 7� TO BE MADE WITH FILLER IY1►=TALS MEET►NG THE REQUIREMENTS OF
<br /> � .�-� � � � AWS D1.8,CLAUSE 6.3
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<br /> ' ' ' ' ' � � GENERAL NOTES
<br /> � � � BRACED FRAME.SEE �
<br /> l I BUILDING STRUCTURAL
<br /> STEEL DWGS FOR DETAILS
<br /> I _ I�� 1 HEAD DI SHEAR S UDS OF UNIFORMLY SPACED 314"DIA.x 4"LON�
<br /> M
<br /> �� � I � I � I � I � � �_ ��I � � M � 2",20GA,COMPOSITE METAL DECK W/3"CONCRETE FILL.TOTAL SLAB
<br /> IBF-12 � __________ � i ��i 6 THICKNESS=5".T/STEEL ELEVATfON=111'-1" .
<br /> �i- - - � - � � _ � � e � ___. _._._ _v .� � � . . �
<br /> ( - -� � — BF-2 -- ��� � � � � � 3� TBF-INDICATES TEMPORARY BRACE FRAME. BRACES TO BE
<br /> �-�— — - �--— — REMOVED AFTER BOOTH#2 HAS BEEN INSTALLED.
<br /> , BF-11� i
<br /> I m I � � I � 1 � � � � PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER.
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<br /> ! 2 �; I I{ I _ o� 5. FOR COLUMN SIZES SEE SHEET S502-1a.
<br /> I ° I I I I I 1 I iI � I i —, � m; — �
<br /> i I � I ! I !I I � � m � 6� 1 112 ,20GA,TYPE B METAL ROOF DECK.
<br /> — — ________ � _.. � r �. _ _ � � _.._ � �. � � � � .— �. i .�..—�_.X __ � � � — — I�I� —
<br /> 7. (_K)INDICATES ULTIMATE FACTORED REACTION IN KIPS.
<br /> � m � � �- -�----- T BF-1--�0 � �_T _ K CONNECTIONS NOT DETAILED ARE TO BE DESIGNED FOR THE
<br /> � J � � � � � ( �_ I I I INDICATED REACTIONS BY A LICENSED DELEGAT D ENGINEER.
<br /> � � � � � I ��� j 4 8� EXTEND EXISTIN�HOUSEKEEPING PAD FOR FULL BUILD OUT. �
<br /> o T/SLAB I � I COORDINATE FINAL EXTENSION SIZE WITH STRUCTUf2AL ENGINEER
<br /> ��� � EL.111'-6" $ I FOR LOADING.
<br /> �I I I I I I I I 3 � —i—�� —�_�'
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<br /> www.brph.com Copyright o2017 �
<br /> �G 184 �� �
<br /> Architects, Engineers, Constructors �'Fss��a� ��G��`��` 0' 4' 8' 16' 24' Q �
<br /> P2P PANEL PAINT - HOUSE MECHANICAL LEVEL FRAMING PLAN - BOOTH #2 � 1902033rdAveW,Suite530 StateofWashington ONAL E� N
<br /> Certificate of Authorization
<br /> SCALE:1/8" = 1'-0° - S502-2a Lynnwood,Washington,98036 �, , „ ^
<br /> Architecture No.603235512 David P. Balawa der — o
<br /> 425-921-3500 Engineering No.3137 � � 8 — 1 -0
<br /> WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE SUBTITLE CURRENT REVISION SYMBOL DATE o,
<br /> oF WASH� ACCEPTABILITY CLP N 08E08 17 0
<br /> 0 ISSUE FOR CONSTRUCTION CLP AHM a3�o$�,s �P�� ���o THIS DESIGN AND/OR CHECKED PHASE II - ENLARGED TOOLING PLAN W2548317 4 08/08/17 \
<br /> � � SPECIFICATION IS APPROVED AHM 08 08 17 SHEET �
<br /> 1 REVISION - RELEASE 41 (PANEL PAlNT) CLP AHM 04/19/16 � BRPHARCHITECTS TITLE �
<br /> BOE,�� ENciNEERsiNc. APPROVED BY DEPT. DATE DPB OS 08 17 BOEING 777X CWC BUILDING
<br /> 2 REVISION – RELEASE 43 (PANEL PAINT) CLP AHM 05/17/16 �5 0 2 2 a �
<br /> N0.3137 CHECKED
<br /> 3 REVISION – RELEASE 58 (PANEL PAINT) CLP AHM 12/20/16 �P-`�, �,= B U I L D I N G 40'O�V Y
<br /> , o APPROVED JOB N0. COMP N0. �"�
<br /> 4 REVISION – RELEASE 72 (PHASE II – PHP) CLP AHM OB�OH��� /�qTF oF putN°���P APPROVED DWG N0. .
<br /> �
<br /> STRUCTURAL MASTER EVERETf, WA 40-058-S502-2a
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