|
Permit#: FA1902-005 Site Address; 3003 W CASINO R0 4625 ,
<br /> Owner: BOEING COMPANY
<br /> Tenant: 11enNI
<br /> yTofieldInspe
<br /> App.Dae: u19n
<br /> D19
<br /> FF heFireMasilo1 °r000d use:MFG
<br /> hal � 03
<br /> ADDRESSABLE INPT�MONMOR1NG5YSTEVERETT FIRE PANEL REPLACEMENT DCN -01
<br /> MOLl7LE5?[b
<br /> BOEING
<br /> COMMERCIAL
<br /> Revi ateGROUP ice Set joC site Set _Flr/Planning 521
<br /> BUILDING 40-025
<br /> C1'Tp��Serviette�
<br /> BOEING EVERETT FACILITY 3003 WEST CASINO ROAD EVERETT, WASHINGTON 0$203
<br /> CODE DESCRIPTION: ABBREVIATIONS LEGAL DESCRIPTION:
<br /> 1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING
<br /> CODES AND AUTHORITIES INCLUDING, BUT NOT NOTEBEGINNING AT A CONCRETE MONUMENT, SAID MONUMENT BEING THE CORNER CGMMON TO SECTIONS 10, 11, 14
<br /> LIMITED TO THE FOLLOWING: ABV. ABOVE MAT'LS MATERIALS
<br /> ---- - _ ALL COORDINATES SHOWN ARE AND 15,TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.;THENCE NORTH 0' 50' 00 "AST ALONG THE EAST UNE
<br /> - - THOSE OF THE SITE PLAN ACT ACOUSTIC CEILING TILE/ MAX. MAXIMUM
<br /> UNIFORM BUILDING CODE, 1988 EDITION OF SECTION 10,A DISTANCE OF 30.00 FEET TO THE NORTH MARGIN OF THE CO ROAD AND THE TRUE
<br /> COORDINATE SYSTEM WHERE IN: PANEL M.B. MOLLY BOLT
<br /> UNIFORM MECHANICAL CODE, 1988 EDITION x=1s45,7Do=Nsaoa POINT OF BEGINNING;THENCE NORTH 88'53'28"WEST ALONG SAID MARGIN 1589,>'2 FEET TO A POINT OF
<br /> ALT. ALTERNATE CURVATURE OF A CURVE TO THE RIGHT, SAID POINT OF CURVATURE BEING ON THE MOST EASTERLY LINE OF
<br /> UNIFORM PLUMBING CODE, 1988- EDITION Y=340,00°=EsooO . ALUM. ALUMINUM MECH. MECHANICAL
<br /> UNIFORM FIRE CODE, 1988 EDITION MEZZ. MEZZANINE THAT PROPERTY OWNED BY THE U.S. GOVERNMENT(DEPARTMENT OF THE AIR FORGE) AND GRANTED IN
<br /> HYDRANT ORDINANCE N0. 419-76
<br /> A.F.F. ABOVE FINISHED FLOOR MFR. MANUFACTURER EASEMENT TO SNOHOMISH COUNTY UNDER AUDITOR'S FILE NO. 1062279 FOR ROAD PURPOSES,THE FOLLOWING
<br /> CITY OF EVERETT ZONING CODE BLKG. BLOCKING MIN. MINIMUM COURSES DESCRIBE THE NOR-HERLY MARGIN OF SAID ROAD EASEMENT:THENCE NORTH 1' 06' 32" EAST RADIAL
<br /> NATIONAL ELECTRIC CODE, 1987 EDITIONDRABM. BEAM MO MASONRY OPENING TO THE CURVE 10.00 FEET;-HENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 778.51 FEET
<br /> STREET IORDINANCE N0. 514-78 BOT. BOTTOM MTL METAL THROUGH A CENTRAL ANGLE OF 18' 50' 03", FOR AN ARC DISTANCE OF 255.91 FEET;THENCE NORTH 19' 56'
<br /> STREET IMPROVEMENT ORDINANCE N0. 555-78 & 665-80 NA00° B1WN. BETWEEN 35" EAST RADIAL TO THE CURVE 10.00 FEET;THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
<br /> 1986 WASHINGTON STATE ENERGY CODE NO NUMBER 768.51 FEET THROUGH A CENTRAL ANGLE OF 27 59' 59", FOR AN ARC DISTANCE OF 375.56 F,1T;THENCE
<br /> WASHINGTON STATE RULES AND REGULATIONS FOR Z CENTERLINE N.I.C. NOT IN CONTRACT SOUTH 47 56' 34"WEST RADIAL TO THE CURVE 10.00 FEET;THENCE ALONG A CURVE TC.THE RIGHT HAVING A
<br /> BARRIER-FREE FACILITIES wne woA w.m CLG. CEILING N.T.S. NOT TO SCALE RADIUS OF 778.51 FEET THROUGH CENTRAL ANGLE OF 12' 14' 58", FOR AN ARC DISTANCE OF 166.44 FEET
<br /> 2. OCCUPANCY:_B-2 I CONC. CONCRETE
<br /> COND. CONDITION O.D. OUTSIDE DIAMETER TO THE POINT OF TANGENCY;THENCE NORTH 29' 48' 28"WEST 140.85 FEET TO A POII;�T )F CURVATURE;
<br /> 3. CONSTRUCTION: TYPE II-N z O.H. OPPOSITE HAND THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 858.51 FEET THROUGH A CLNT`AL ANGLE OF 26'
<br /> t CONN. CONNECTION
<br /> IS CONSISTENT WITH EXISTING STRUCTURES. z CONST. CONSTRUCTION 0/0 OUT TO OUT 53' 29", F T HENAN CE ALONG GAA CURVE 00r HE LEE OF ; THENCE HNORTH 33' 18'A RADIUSOF 8
<br /> 03" EAST RAHIROUGHTHE
<br /> CURVE
<br /> TYPE 11 -N HEIGHT RESTRICTION PER TABLE 5-D U.B.C. OPP. OPPOSITE
<br /> IS EXCEEDED AND IT IS NECESSARY TO OBTAIN NB00° -' CONT. CONTINUOUS O.C. ON CENTER ANGLE OF 1730' DO", FOR AN ARC DISTANCE OF 265.27 FEET; THENCE NORTH 15' 48' 03" EAST RADIAL TO
<br /> A VARIANCE TO THE U.B.C. A VARIANCE HAS BEEN 0 CPT. CARPET THE CURVE 10.00 FEET;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 878.51 7EET THROUGH A
<br /> C.G. CORNER GUARD PART'N PARTITION CENTRAL ANGLE OF 15' 36' 31", FOR AN ARC DISTANCE OF 239.32 FEET TO THE POINT OF TANGENCY;
<br /> APPROVED BY THE CITY OF EVERETT w,a; lea w,01 w.+D & C.H. CEILING HEIGHT PLYWD. PLYWOOD THENCE NORTH ST 48' 28"WEST 277.02 FEET;THENCE NORTH 0' 11' 32"EAST 20.00 FEET;THENCE NORTH
<br /> ELEMENT REQUIREMENT* I mm '°B6 C.I. CAST IRON PNL. PANEL 89' 48' 28"WEST 300.0-0 FEET;THENCE SOUTH 0' 11' 32"WEST 20.00 FEET;THENCE NORTH 89' 48' 28"
<br /> EXTERIOR NON-BEARING WALLS N(NO RATING) - C.O. CONCRETE OPENING PR. WEST 264.11 FEET TO�POINT OF CURVATURE;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF
<br /> STRUCTURAL FRAME N 0.11 Aas° - C.R. COLD ROLLED PTD PAINT 878.51 FEET THROUGH A CENTRAL ANGLE OF 5' 30' 27", FOR AN ARC DISTANCEOF 84.45 FEET TO A POINT
<br /> PARTITIONS-PERMANENT N I wa6 D } C.S. CONCRETE SEALER OF INTERSECTION WITH THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID
<br /> w.. � P.T.D. PAPER TOWEL SECTION 10, SAID POINT ON CURVE BEING THE TERMINUS OF THE NORTHERLY MARGIN OF SAID ROADWAY
<br /> FLOORS-CFJLING FLOORS N �1 C.M.T. CERAMIC MOSAIC TILE DISPENSER EASEMENT;THENCE NORTH 0' 54' 04"EAST ALONG SAID WEST LINE 366.96 FEET TO THE NORTH LINE OF THE
<br /> ROOF-CEILINGS ROOF N H0°° w.o wa+ C.M.U. CONCRETE MASONRY UNITS
<br /> EXTERIOR D00 S AND WINDOWS N Q.T. QUARRY TILE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10;THENCE SOUTH 88' 40' 11"EAST
<br /> 0 DIAMETER ALONG SAID NORTH LINE 334.86 FEET TO THE EAST LINE OF THE WEST HALF OF THE WEST HALF OF THE
<br /> 4. AREA: �wx+ I DBL. DOUBLE R RISER NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10;THENCE NORTH 0' 56' 46"EAST
<br /> sD wa+ waz Aau DET. DETAIL RB RESILIENT BASE ALONG SAID EAST LINE 792.01 FEET TO THE NORTH LINE OF THE SOUTH SIX ACRES OF SAID WEST HALF OF
<br /> BASIC ALLOWABLE AREA (B-2 OCC.) 12,000 SF DIM. DIMENSION REF. THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER;THENCE NORTH 88' 40'11"WEST
<br /> ALLOWANCE FOR AUTOMATIC UNLIMITED AREA REFERENCE ALONG SAID NORTH LINE 335.48 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST
<br /> SPRINKLER SYSTEM AND 60 FT _T
<br /> s wee D FG DRINKING FOUNTAIN R.D. REQUIRED QUARTER;THENCE NORTH 0' 54' 04"FAST ALONG SAID WEST LINE 528.68 FEET TO THE SOUTHWEST CORNER
<br /> PUBLIC WAY SURROUNDING THE / R.D. ROOF DRAIN
<br /> BUILDING. 800° om EA. EACH R.O. ROUGH OPENING OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER;THENCE NORTH 1' 33' 03"EAST ALONG THE WEST
<br /> 5. SMOKE VENTS ARE REQUIRED BY U.B.C. SECTION 3206. E.I.F.S. EXTERIOR INSULATED LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 1323.23 FEET TO THE NORTHWEST CORNER
<br /> SMOKE VENTS HAVE BEEN LEFT OUT TO BE CONSISTENT FINISH SYSTEM SAN. SANITARY OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH Be 39' 22"EAST ALONG THE
<br /> WITH EXISTING STRUCTURE. A VARIANCE HAS BEEN -� / w¢e PROJECT SITE EL. ELEVATION SCHED. SCHEDULE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 999.54 FEET TO THE WEST UNE OF
<br /> wst w.az w.Da wz+ ws
<br /> ELEV. ELEVATION SHT. SHEET THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER;THENCE NORTH
<br /> APPROVED BY THE CITY OF EVERETT BUILDING DEPARTMENT. E.P. EPDXY PAINT 1' 11' 53" EAST ALONG SAID WEST LINE 1323.81 FEET TO THE NORTH LINE OF SECTION 10; THENCE SOUTH
<br /> 6. CURTAIN BOARDS ARE REQUIRED BY U.B.C. SECTION 3206. w5 1` SHWR SHOWER gg 41'25" EAST ALONG SAID NORTH LINE 330.47 FEET, MORE OR LESS TO THE NORTH QUARTER CORNER Of
<br /> / �1 E.W.C. ELECTRIC WATER COOLER SIM. SIMILAR
<br /> CURTIAN BOARDS ARE NOT INCLUDED IN THE SCOPE OF I III EXIST. EXISTING SM SHEET METAL SAID SECTION 10;THENCE SOUTH 88' 41' 17"EAST ALONG SAID NORTH LINE OF SECTION 10,A DISTANCE OF
<br /> WORK. A VARIANCE HAS BEEN APPROVED BY THE CITY OF 1320.62 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID
<br /> es°Do �_ EXP. EXPOSED STRUCTURE S.N.D. SANITARY NAPKIN
<br /> EVERETT BUILDING DEPARTMENT. DISPENSER SECTION 10;THENCE SOUTH 0' 55' 48"WEST ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE
<br /> ------- _ �� FAI FRESH AIR INTAKE NORTHEAST QUARTER 1324.79 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE
<br /> sroza -' FC FABRIC COVERING STD. STANDARD
<br /> SCOPE OF WORK: srL. STEEL NORTHEAST QUARTER;THENCE SOUTH 88' 39' 19" EAST 1324.11 FEET TO THE NORTHEAST CORNER OF THE
<br /> --- �
<br /> F.F. FACTORY FINISH STRUCT. STRUCTURAL SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 10;THENCE SOUTH 88' 05' 18"EAST
<br /> --- FIN.FLR. FINISH FLOOR 2632.49 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br /> SCOPE OF WORK: $ SUSP. SUSPENDED
<br /> F.O.B. FACE OF BLOCK 0'SECTION 11;THENCE SOUTH 24' 43"WEST 1325.82 FEET TO THE CENTER OF SAID SECTION 11;THENCE
<br /> S.S. STAINLESS STEEL
<br /> W F.O.C. FACE OF CONCRETE SOUTH 0' 57'32"WEST ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 A DISTANCE
<br /> THE SCOPE OF THIS PROJECT IS TO UPGRADE THE BUILDING FIRE ALARM SYSTEM. PAINE FIELD S/S SERVICE SINK F.O.S. FACE OF STUDS OF 2615.05 FEET TO THE NORTH MARGIN OF THE COUNTY ROAD;THENCE NORTH 87 41' 13"WEST ALONG
<br /> THE WORK TO BE PERFORMED INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING. FT. FOOT S.V. SHEET VINYL SAID ROAD MARGIN 2635.63 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 26,398,936.70 SQUARE FEET
<br /> OR 606.0361 ACRES
<br /> FOR C RE OTE BET'111 R M DUDE IN STI G J-BOX. DIN E J- OX T TREAD AND ALSO THE NORTHEAST QUARTER OF SECTION 15 AND A PORTION OF THE SOUTHWEST QUARTER OF THE
<br /> FOR CONNECTIONS BETWEEN FIELD DEVICES AND NEW BUILDING FIRE GA GAUGE TELE. TELEPHONE SOUTHEAST QUARTER EA SECTION 10, LYING SOUTH OF THE SOUTHERLY MARGIN UT THE HEREINBEFORE
<br /> A M NTR P EL. GALV GALVANIZED
<br /> - - - - GRDRL GUARDRAIL T.O.P. TOP OF PARAPET MENTIONED AIR FORCE PROPERTY GRANTED TO SNOHOMISH COUNTY FOR ROAD PURPOSES, BEING MORE
<br /> A MATERIAL INDICATION: SYMBOL INDICATION: Gwe GYPSUM WALL BOARD T.O.S. TOP OF STEEL PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT, SAID MONUMENT BEING THE
<br /> GWT GLAZED WALL TILE T.O.W. TOP OF WALL CORNER COMMON TO SECTIONS 10, 11, 14 AND 15,TOWNSHIP 28 NORTH, RANGE 4 EAST W.M.;THENCE
<br /> T.S. TUBE STEEL SOUTH 1' 06' 18"WEST ALONG THE EAST UNE OF SECTION 15,A DISTANCE OF 30.00 FEET TO THE SOUTH
<br /> CONCRETE MASONRY UNIT (CMU) INSULATED INSULATION
<br /> DETAIL NUMBER 3 DETAIL HDR HEADER U.B.C.
<br /> TYP. TYPICAL ALONG OF DTHE ROAD°UNTY ROAD MA GIN 1719 7 FEET TO ANTHE TRUE OINT OF INTERSECION WITH AHENCE CURVE,TTHEHBIT RADIUS3OF WHICH is
<br /> DWG. REFERRED FROM A6 U.B.C. UNIFORM BUILDING CODE
<br /> DETAIL LOCATION HGT HEIGHT U.O.N. UNLESS OTHERWISE NOTED 858.51 FEE,AND WHOSE CENTER BEARS NORTH 9' 51' 40"EAST;THENCE ALONG SAID CURVE TO THE
<br /> CONCRETE RIGID INSULATION N.M. HOLLOW METAL RIGHT THROUGH A CENTRAL ANGLE OF 50' 19' 52", FOR AN ARC DISTANCE OF 754.15 FEET TO A POINT OF
<br /> ELEVATION NUMBER A+g EL_VF ATIDN HWH HOT WATER HEATER VCT VINYLIN FIELD COMPOSITIONTILE CURVENTO THENCE EFTNORTH 2T 48'HAVING A RADIUS"OFE778.510.85 FEET TO A FEET THROUGH AOINT OF CURVATURE�CENTTRAL ANGLE OF THENCE ALONG
<br /> 53oN FOR
<br /> WOOD BLOCKING GYPSUM WALLBOARD/GWB DWG. REFERRED FROM ELEVATION LOCATION HEWC HANDICAPPED ELECTRICAL VWF VINYL WALL FABRIC AN ARC DISTANCE OF 383.82 FEET TO A POINT ON THE WEST UNE OF THE SOUTHEAST QUARTER OF
<br /> WATER COOLER V.L. VERTICAL LIFT SECTION 10;THENCE SOUTH 1' 04' 51"WEST ALONG SAID WEST LINE 766.72 FEET TO THE QUARTER
<br /> ® STRUCTURAL STEELi.l I= EARTH HDF HANDICAPPED DRINKING CORNER COMMON TO SECTIONS 10 AND 15;THENCE SOUTH 1' 05' 52"WEST 2641.66 FEET TO THE
<br /> SECTION NUMBER �� FOUNTAIN WD. WOOD CENTER OF SECTION 15 THENCE SOUTH 88' 45' 43"EAST 2666.18 FEET TO THE EAST QUARTER CORNER
<br /> PROJECT DESIGN TEAM: F rP SECTION J.D. INSIDE DIAMETER W.F. WEIGHT OF IDE FLANGE OF SECTION 15,THENCE NORTH 260666 "ETEAST
<br /> TOALONG
<br /> E TRUE POM OF
<br /> LINE_..
<br /> WOOD y GRAVEL DWG. REFERRED FROM-%- SECTION LOCATION INSTALL. INSTALLATION W.R. WATER RESISTANT BEGINNING. CONTAINING15, IS 7,CE OF
<br /> 4.41 SQUARE FEET OR TRUE 87 ACRES.
<br /> OWNER: PROJECT MANAGEMENT _ PLYWOOD ASPHALTIC CONCRETE INSUL. INSULATION
<br /> BOEING COMERCIAL AIRPLANE GROUP ALEXANDER GOW FIRE EQUIP. CO. L. INTERIOR NABOVE AREAS COMPUTED BY"CLARY, DE 600"ELECTRONIC COMPUTER.TERMED.INTERMEDIATE 1 Asw
<br /> 3003 WEST CASINO ROAD 1436 NW 53RD STREET INT. INTERIOR
<br /> EVERETT, WASHINGTON 98203 SEATTLE,WASHINGTON 98107 %i„ FINISH WOOD CERAMIC TILE DOOR ELEVATION
<br /> NUMBER 102 NUMBER JT. JOINT
<br /> PROJECT MANAGER: MATT KENT TEL: 206.632.2810 � 6TEL: 425.299.4719 FAX: 206.633.0434 METAL STUD PARTITION FLOOR DOOR MA500 ELEVATION
<br /> CONTACT: KEVIN MULLEN # DRAWING
<br /> EMAIL: KMULLENOGOWFIRE.COM NUMBER G
<br /> SYM REVISION 8Y APPROVED DATE SYM RENSIONBY APPROVED DATE ACCEPTABILITY LRF
<br /> ALF 05.30.18 TITLE SHEET A 02.18.19
<br /> A SUBTITLE CURRENT REVMION SYMBOL DATE
<br /> - RECORD DRAWING ISSUED TO OWNER DAW DAW 04.29.94 THIS DESIGN AND/OR C
<br /> A MCS- FIRE ALARM CONNECTIONS AGOW/HG 02.18.19 ///���///��/// c ® SPECIFICATION IS APPROVED ZO 05.30.18 SHEET
<br /> BOE,N� APPROVED Br DEPT. DATE CK 05.30.18 ME MCS - FIRE ALARM CONNECTIONS r'1 O
<br /> ]V� CHE KE V
<br /> NLCK
<br /> PET1LINAMEN XFOVEO 05.30.18 BUILDING 40-025
<br /> JOB N0. COMP N0.
<br /> ARCHITECTURAL MASTEREVERETT, WA, Dwc No. 40-025-GO
<br />
|