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Permit#: B1602-027 1
<br /> Sit�Address: 30Q3 W CASINO RD#40-23
<br /> Owner: BOEING COMPANY
<br /> Tenant: BOEING
<br /> App.Date: 2/4/2�16
<br /> Praposed Use: MFG
<br /> Descripiion: SLRB N GRADE IN THE HIGH BRY FNDTN
<br /> FOR TOOLING&E j - OEING
<br /> Reviewed By:
<br /> �� Date�� �� " ��
<br /> �-�Off ci e Set 101�Site Set Fire/Planning Set
<br /> ��
<br /> 99 9 �
<br /> 9
<br /> --_____-�
<br /> y� � � � CODE SUMMARY
<br /> � ( PROJECT a �I�IIIII °'-'22 1.1 BUILDING CODE / LIFE SAFETY CODE ANALYSIS
<br /> � , [III Y � �' :
<br /> LOCATION � � o
<br /> �II r— �� III�[IIII ;o_ea � lll � o
<br /> � EVERETT - � I�III IIiIt � �i � ;n y
<br /> II ���, � �
<br /> fl� ,.a_«e I � ill� o Ao
<br /> I o 40-84 41�_�6 40-37 40-92 ��i �
<br /> O � � �� <a-as � � � - .
<br /> Z 40-5fi
<br /> _ � : `f 5]SiH Si Si4
<br /> N _- I I . �.0-83
<br /> * EXISTING MAJOR I �y � ,_❑ _9, 4o-az [ Iiiiii
<br /> �— B0=1NG FACILITIES — 1 �i� � � �� �� —�J� iII
<br /> �- I q0-81 ,� IIIti ��111 �
<br /> ' <�-�4 ,
<br /> � � " u �g ao-a� ao-sz�ao-aa ao-aa } Y A�alicoble Codes and Standards:�
<br /> _ � ITIx_ I 40-35 ap-36 a
<br /> - � ° �IIJi�; �� `° '� I � " A, International Building Cade (IBC), 2012 with Washington state amendments.
<br /> �' =� ��� '°-'3 °°-2, ^°-22 9°-'° °°-25 4o-Z6 �_ B. International Mechanical Code IMC , 2012
<br /> , _ -
<br /> � BEi�_WE - - �� I I� � �,� � C. Intemational Fire Code (IFC), 2012
<br /> - r- d � ���� 10-5� D. Uniform Plumbing Code (UPC), 2012 Washington State Energy Code
<br /> �i E ` �� _ —Z o � -i��� �'��, �l E. Nationaf Electrical Code (NEC), 2011
<br /> ��90 0 c O J F. NFPA 10, Standard for Portable Fire Extinguishers, 2010
<br /> SR 526
<br /> RENTo�v c,� T �� � — G. ICC/ANSI At 17.1, Accessible and Useable Buildings and Facilities
<br /> � IIIIIII
<br /> —� 0—fi �a� ,s�, 5_p, ° PROJECT
<br /> �ENT =� o ���1 ��o, BUILDING
<br /> ---�t,� � 0 b II ALL JURISDICTIONAL MODIFICATIONS AND AMENDMENTS TO CODES AND STANDARDS SHALL BE INCORPORATED. WHERE MULTIPLE CODES
<br /> �_ i� J —�45-°�� �� CONFLICT, THE MOST STRINGENT SHALL GOVERN.
<br /> h UBURN � �� �
<br /> �
<br /> 0 5 10 o Project Qescription:
<br /> 0
<br /> - - o
<br /> — MIL�S � � „ TNE PROPQSED WORK AREA IS LOCATED IN COLUMNS 7 TO 11 AND G TO G.5. THE FOUNDATIONS WORK INCLUDES REMOVAL OF
<br /> TAcoMa = EXISTING FLOOR SLABS, SOME REWORK OF EXISTING TUNNELS AND UTILITY TRENCHES, DESIGN OF A NEW TUNNEL ROOF SLABS,
<br /> G� L 0 C AT C 0 N M A P AND A 4` THICK CONTIGUOUS SLAB ON GRADE CONCRETE FOUNDATION TO SUPPORT FOUR NEW 777x WING TOOLS/FIXTURES.
<br /> THE UTILITY WORK INCLUDES SOME REMOVAL, AND REROUTING OF EXISTING SYSTEMS, DUST COLLECTION SYSTEMS, VENTILATION
<br /> E ER �,�� SCALE: N.T.S. � SYSTEMS FOR CONFINED SPACE WORK, STATIC GROUNDING, VACUUM SYSTEMS, FIXTURE POWER, DRILLING SYSTEM POWER,
<br /> - _ LIGHTING, CONVENIENCE OUTLETS, CNARGING STATIONS, AND IT REQUIREMENTS SUCH AS WIRELESS NETWORKS FOR
<br /> _ - ���, WORKSTATIONS AND VISUAL CONTROLS.
<br /> \
<br /> Alteration Area (Gross�
<br /> C- _ � Highbay 59,333 SF
<br /> � I
<br /> ��� ' . �1 ,—, � 4 0—8 3 �,
<br /> - ^✓IIS�I R/ ao-�z �� ❑ 40-91 40-82
<br /> �I � VE/� - Use & Occu�a�_Classification:
<br /> �\ � _� z Factory Industrial - Moderate Hazard: (F-1) IBC 306.2
<br /> = �� , �
<br /> _ � � i a 40-81 � Construction Classification (per IBC Table 601):
<br /> I �r FIELD �, a( \\ O � r , 40-54 j� 4 -31 — 4 — 40-34 - Type II-B, Sprinklered
<br /> PRCIJECT � -`� � - o 0 40 32 0 33
<br /> Allowable Buildin Hei ht and Area ( er IBC Table 503
<br /> fa `� 40-35 40-3o g ,g , P , � ,
<br /> � L�C A T I� N S N 0 H 0 M I C 0 U � ` Maximum height: 55+20 (per 504.2) = 75 Actual = 59'-0'
<br /> - �q � �� � Maximum area: Unlimited per IBC 507.3
<br /> �
<br /> �� �v Q� � Fire-Resistance Rating Requirements for Building Elements:
<br /> �` C�� ��' � � 4Q-53 ��— None er IBC Tables 601 & 602
<br /> � �� 40-21 40-22 40--23 40-24 40-25 40-26 � P
<br /> —� �� �
<br /> r--� �_
<br /> --I r—
<br /> —i i--
<br /> � PROJ CT �
<br /> `; 40-51 SITE �
<br /> �--
<br /> l�� I I ,--,�i--- 1114
<br /> �GISTERED
<br /> ARCHTTEC`?'
<br /> �i C I �l I TY M A P � I S I T E P LA�l � I wWW.brPh.�om �opyr��htozo,5
<br /> SCALE: N.T.S. I v SCALE: N.T.S. � v Architects Engineers Constructors xENNETx M. Low Y
<br /> > > STATE OF WASHING ODI
<br /> 19020 33rd Ave W,Suite 530 Lynnwood Office
<br /> Lynnwood,Washington,98036
<br /> Main#425-255-1095
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DA7E DRAWN DATE SUBTITLE CURRENT REVISION SYMBQL DATE
<br /> �� aF WASy�Nc ACCEPTABILITY JJB �2 �s 15 COVER SHEET 16123 � 12/16/15
<br /> �P fo THIS DESIGN AND/OR ED �
<br /> 0 Issue For Construction (Wing LRIP OnLoad) JJB KML 12/16/15 y 2 SPECIFICATION IS APPROVED BRPH 12 16 15 sHE�r o
<br /> BRPHARCHITECTS EN I EE TITLE N
<br /> (�1 ENGINEERSINC. APPROVED BY DEPT. DATE KML 12 16 15 FACTORY TRANSFORMATION 40-23 WING LRIP �� �
<br /> N0.3137 CHECKED \
<br /> P'�� ° APPROVED �U I L D I N G 40BZ� JOB N0. COMP N0. m
<br /> �'� P� WO 15/2899-20Q ;
<br /> cqTF OF pUtH��\� APPROVED DWG N0.
<br /> ARCHITECTURAL MASTER EVERETT, WA 40-023—GOH
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