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Permit#: E1807-133
<br /> 1 Z Site Address: 3003 W CASINO RD#40-25
<br /> EVE R EEte:
<br /> BOEING COMPAETT FIRE PANEL REPLACEMENT BOEING COMPA 7/25/2018
<br /> MFG
<br /> BoEING COMMERCIAL AIRPLANE GRO' P DesperiptionSe EPL EXTG FIRE ALARM MONITORING
<br /> • BUILDING 40-025 ea c e SYSTEM-BOEING
<br /> d By: Date:
<br /> JUL 3 0 ffice Se Job Site Set i ' Ing Set
<br /> BOEING EVERETT FACILITY 3003 WEST CASINO ROAD EVERETT, WASH N 9ie ��`��
<br /> CODE DESCRIPTION: ABBREVIATIONS ce LLGAL DLSCKIPIION:
<br /> 1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING BEGINNING AT A CONCRETE MONUMENT,SAID MONUMENT BEING THE CORNER COMMON TO SECTIONS 10, 11, 14
<br /> CODES AND AUTHORITIES INCLUDING, BUT NOT NOTE.- ABV. ABOVE MATLS MATERIALS
<br /> LIMITED TO THE FOLLOWING: ------. ALL COORDINATES SHOWN ARE ACT ACOUSTIC CEILING TILE/ MAX. MAXIMUM AND 15,TOWNSHIP 28 NORTH,RANGE 4 EAST,W.M.;THENCE NORTH 0'50'00"EAST ALONG THE EAST LINE
<br /> THOSE OF THE SITE PLAN OF SECTION 10,A DISTANCE OF 30.00 FEET TO THE NORTH MARGIN OF THE COUNTY ROAD AND THE TRUE
<br /> UNIFORM BUILDING CODE, 1988 EDITION COORDINATE STSIEM WHERE IN: PANEL M.B. MOLLY BOLT
<br /> X=t,E STSI0=N5000 POINT OF BEGINNING;THENCE NORTH 28"WEST ALONG SAID MARGIN 1589.02 FEET TO A POINT OF
<br /> UNIFORM MECHANICAL CODE, 1988 EDITION Y=1,645,0=E5000 ALT. ALTERNATE MECH. MECHANICAL CURVATURE OF A CURVE TO THE RIGHT,SAID POINT OF CURVATURE BEING ON THE MOST EASTERLY LINE OF
<br /> UNIFORM PLUMBING CODE, 1988 EDITION ALUM. ALUMINUM MEZZ. MEZZANINE THAT PROPERTY OWNED BY THE U.S.GOVERNMENT(DEPARTMENT OF THE AIR FORCE)AND GRANTED IN
<br /> UNIFORM FIRE CODE, 1988 EDITION A.F.F. ABOVE FINISHED FLOOR MFR. MANUFACTURER EASEMENT TO SNOHOMISH COUNTY UNDER AUDITOR'S FILE NO. 1062279 FOR ROAD PURPOSES,THE FOLLOWING
<br /> HYDRANTO EVERETT
<br /> ORDINANCE NO. CODE r
<br /> CITY OF EVERETT ZONING CODE BLKG. BLOCKING MIN. MINIMUM COURSES DESCRIBE THE NORTHERLY MARGIN OF N_N•
<br /> itietierr-
<br /> NATIONAL ELECTRIC CODE, 1987 EDITION �,.,�-- MOT MASONRY OPENING THROUGH RADIAL TO ANGLE OF 1'5 ALONG03",FOR AN A i " ,
<br /> BM. BEAMTO THE CURVE 10.00 FEET;THENCE
<br /> EAST
<br /> THE
<br /> I BAT. BOTTOMARC NSTANCE OF 25. 1 FE ' HENCultielki VORT 19'56'
<br /> BTWN. BETWEEN NO. NUMBER LOTS OF
<br /> It CENTERLINE N.I.C. NOT IN CONTRACT 768.51 FEET THROUGH A CENTRAL ANGLE OF 27 59'59", i HENCE
<br /> DRAINAGE ORDINANCE NO. 514-78
<br /> STREET IMPROVEMENT ORDINANCE NO. 555-78 & 665-80 N900°
<br /> 1986 WASHINGTON STATE ENERGY CODE 1 1
<br /> WASHINGTON STATE RULES AND REGULATIONS FORi 1 .% SOUTH 4T 56'34"WEST RADIAL TO THE CURVE 10.00 FEET; ENCE ALONG A CURVE TO THE RIGHT HAVING A
<br /> BARRIER-FREE FACILITIES wm as 4a01 _ _ ___ 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 /> CONC. CONCRETE TO THE POINT OF TANGENCY;THENCE NORTH 29'48'28"WEST 140.85 FEET TO A POINT OF CURVATURE;
<br /> 2. OCCUPANCY_B-2 I COND. CONDITION O.D. OUTSIDE DIAMETER
<br /> ' i
<br /> O.H. OPPOSITE HAND THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 858.51 FEET THROUGH A CENTRAL ANGLE OF 26'
<br /> 3. CONSTRUCTION: TYPE II-N CONN. CONNECTION 53'29',FOR AN ARC D STANCE OF 402.94 FEET;THENCE NORTH 33 18'03'EAST RADIAL TO THE CURVE
<br /> �I 0 0 OUT TO OUTIS CONSISTENT WITH EXISTING STRUCTURES. - - CONST. CONSTRUCTION / 10.00 FEET;THENCE ALONG AfCURVE TO THE LEFT HAVING A RADIUS OF 868.51 FEET THROUGH A CENTRAL
<br /> TYPE TC N HEIGHT RESTRICTION PER TABLE 5-D U.B.C. OPP• OPPOSITE
<br /> xmro ___.. _ _�_'^0+_. __ _ 2_.__ _-. __.. CONT. CONTINUOUS O.C. ON CENTER ANGLE OF 1730'00",FOR AN ARC DISTANCE OF 265.27 FEET;THENCE NORTH 15'48'03"EAST RADIAL TO
<br /> IS EXCEEDED AND IT IS NECESSARY TO OBTAIN - , L, � CPT. CARPET THE CURVE 10.00 FEET;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 878.51 FEET THROUGH A
<br /> A VARIANCE TO THE U.B.C. A VARIANCE HAS BEEN - - " 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 Ian � + Iw.io I I I' _ I C.H. CEILING HEIGHT PLYWD. PLYWOOD THENCE NORTH 89'48'28"WEST 277.02 FEET;THENCE NORTH 0' 11'32"EAST 20.00 FEET;THENCE NORTH
<br /> ELEMENT REQUIREMENT* �, I a$ bA6 C.I. CAST IRON PNL. PANEL 89'48'28"WEST 300.00 FEET;THENCE SOUTH 0' 11'32"WEST 20.00 FEET;THENCE NORTH 89'48'28"
<br /> •
<br /> I
<br /> -. WEST 264.11 FEET TO A POINT OF CURVATURE;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF
<br /> EXTERIOR NON-BEARING WALLS N(NO RATING) JI C.O. CONCRETE OPENING PR. PAIR
<br /> a.n I -''- asN 878.51 FEET THROUGH A CENTRAL ANGLE OF 5'30'27",FOR AN ARC DISTANCE OF 84.45 FEET TO A POINT
<br /> STRUCTURAL FRAME NI C.R. COLD ROLLED PTD PAINT
<br /> PARTITIONS-PERMANENT N I - I-__ J�L_ - -I - - -- r C.S. CONCRETE SEALER P.T.D. PAPER TOWEL OF INTERSECTION WITH THE WEST LINE OF THE SOUTHEAST OF THE NORTHERLY OF THE SOUTHWEST QUARTER OF SAID
<br /> FLOORS-CEILING/FLOORS N QM 1' C.M.T. CERAMIC MOSAIC TILE DISPENSER SECTION 10,SAID POINT ON CURVE BEING THE TERMINUS THE MARGIN OF SAID ROADWAY
<br /> ROOF-CEILINGS/ROOF N -- - - -----�--- -4.. _- -- - - - - - EASEMENT;THENCE NORTH 0'54'04"EAST ALONG SAID WEST LINE 366.96 FEET TO THE NORTH LINE OF THE
<br /> xmoo '01 ae+ C.M.U. CONCRETE MASONRY UNITS
<br /> EXTERIOR DOORS AND WINDOWS N J - Q.T. QUARRY TILE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10:THENCE SOUTH 88'40' 11"EAST'
<br /> M' 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: I .4' I WI DBL. DOUBLE R RISER NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10;THENCE NORTH 0'56'46"EAST
<br /> I. 1d'0 4011 M. I am - 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 ACC.) 12,000 SF r-- DIM. DIMENSION REF. REFERENCE THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER;THENCE NORTH 88'40'11"WEST
<br /> ALLOWANCE FOR AUTOMATIC UNLIMITED AREA I I as 4ax DWG DRAWING REQ'D REQUIRED ALONG SAID NORTH LINE 335.48 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST
<br /> SPRINKLER SYSTEM AND 60 FT _ ,_ 1 D.F.D. DRINKING FOUNTAIN R.D. ROOF DRAIN QUARTER;THENCE NORTH 0'54'04"EAST ALONG SAID WEST LINE 526.68 FEET TO THE SOUTHWEST CORNER
<br /> PUBLIC WAY SURROUNDING THE xaoo - -._ i _ -_ _ _ !� . ,-_ EACH R.D. ROUGH OPENING OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER;THENCE NORTH 1'33'03"EAST ALONG THE WEST
<br /> BUILDING. am LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 1323.23 FEET TO THE NORTHWEST CORNER
<br /> aqe E.LF.S. EXTERIOR INSULATED
<br /> 5. SMOKE VENTS ARE REQUIRED BY U.B.C. SECTION 3206. - r-- - FINISH SYSTEM SAN. SANITARY OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER;THENCE SOUTH 88'39'22"EAST ALONG THE
<br /> SMOKE VENTS HAVE BEEN LEFT OUT TO BE CONSISTENT - - - PROJECT SITE EL. ELEVATION SCHED. SCHEDULE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 999.54 FEET TO THE WEST LINE OF
<br /> '`\ 4os a'x a" w'4 ''°u 4°'° k'', THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER;THENCE NORTH
<br /> WITH EXISTING STRUCTURE. A VARIANCE HAS BEEN - - + ELEV. ELEVATION SHT. SHEET
<br /> APPROVED BY THE CITY OF EVERETT BUILDING DEPARTMENT. I 1�, E.P. EPDXY PAINT SHWR SHOWER 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. 1Q51 j III'I
<br /> E.W.C. ELECTRIC WATER COOLER SIM. SIMILAR 88'41'25"EAST ALONG SAID NORTH LINE 330.47 FEET, MORE OR LESS,TO THE NORTH QUARTER CORNER OF
<br /> r
<br /> CURTAIN BOARDS ARE NOT INCLUDED IN THE SCOPE OF I EXIST. EXISTING SM SHEET METAL SAD SECTION 10;THENCE SOUTH 88' at' 17 EAST ALONG SAD NORTH LINE OF SECTION 10,A DISTANCE OF
<br /> I I 1320.62 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID
<br /> WORK. A VARIANCE HAS BEEN APPROVED BY THE CITY OF MEDO _ _ _____ _-_ --. '.. EXP. EXPOSED STRUCTURE S.N.D. SANITARY NAPKIN SECTION 10;THENCE SOUTH 0'55'46"WEST ALONG THE EAST LINE OF SAD NORTHWEST QUARTER OF THE
<br /> EVERETT BUILDING DEPARTMENT. - - - - DISPENSER NORTHEAST QUARTER 1324.79 FEET TO THE SOUTHEAST CORNER OF SAD NORTHWEST QUARTER OF THE
<br /> !,' FAI FRESH AIR INTAKE STD. STANDARD
<br /> = * FC FABRIC COVERING NORTHEAST QUARTER;THENCE SOUTH 88' 39' 19"EAST 1324.11 FEET TO THE NORTHEAST CORNER OF THE
<br /> SCOPE OF WORK: "� � � _
<br /> F.F. FACTORY FINISH STL. STEEL SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 10;THENCE SOUTH 88'05' 18"EAST
<br /> ____ F.F.FLR. FINISH FLOOR STRUCT. STRUCTURAL 2632.49 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br /> F.O.B. FACE OF BLOCK SUSP. SUSPENDED
<br /> $$ SECTION 11;THENCE SOUTH 0'24'43"WEST 1325.82 FEET TO THE CENTER OF SAID SECTION 11;THENCE
<br /> SCOPE OF WORK: S c S.S. STAINLESS STEEL 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 EXISTING BUILDING FIRE ALARM P* F.O.C. FACE OF CONCRETE S/S/ SERVICE SINK OF 2615.05 FEET TO THE NORTH MARGIN OF THE COUNTY ROAD;THENCE NORTH 87 41' 13"WEST ALONG
<br /> I N E i l E L D
<br /> SYSTEM. F.O.S. FACE OF STUDS S.V. SHEET VINYL SAID ROAD MARGIN 2635.63 FEET TO THE TRUE POINT OF BEGINNING,CONTAINING 26,398,936.70 SQUARE FEET
<br /> F. FOOT OR 606.0361 ACRES
<br /> ELECTRICAL: T TREAD
<br /> THE WORK TO BE PERFORMED INCLUDES,BUT IS NOT LIMITED TO THE FOLLOWING: TELE.GA GAUGE TELEPHONE AND ALSO THE NORTHEAST QUARTER OF SECTION 15 AND A PORTION OF THE SOUTHWEST QUARTER OF THE
<br /> 1. REMOVE ADT CO FOCUS EQUIPMENT. - GALV GALVANIZEDSOUTHEAST QUARTER OF SECTION 10, LYING SOUTH OF THE SOUTHERLY MARGIN OF THE HEREINBEFORE
<br /> /� T.O.P. TOP OF PARAPET
<br /> 2. PROVIDE BUILDING FIRE ALARM CONTROL PANEL AS LOCATED ON PLANS. - - -- GRDRL GUARDRAIL MENTIONED AIR FORCE PROPERTY GRANTED TO SNOHOMISH COUNTY FOR ROAD PURPOSES,BEING MORE
<br /> 3. PROVIDE FATC FIRE ALARM TERMINAL CABINET NEXT TO NEW BUILDING FACP MATERIAL INDICATION: SYMBOL INDICATION: GWB GYPSUM WALL BOARD T.O.S. TOP OF STEEL CORNER COMMON
<br /> DESCRIBED AS FOLLOWS:BEGINNING AT A CONCRETE MONUMENT,SAID MONUMENT BEING THE
<br /> FOR HOUSING MONITORING/INPUT MODULES. -_
<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 /> 4. CONNECT ALL MONITORING POINTS FORMERLY CONNECTED TO ADT/IYCO T.S. TUBE STEEL SOUTHI1'OT' COUNTY WEST ALONGADTHE EAST TRUEEE OFISECTION I15,NN A DISTANCETH OF 30.00 FEET TO THE SOUTH
<br /> EQUEQUIPMENT
<br /> PME TFAO THE BUILDING FIRE ALARM CONTROL PANEL. ROUTE I. `,.,.';,;1 CONCRETE MASONRY UNIT (CMU) �,f'�,�A' A INSULATED ANDION DETAIL NUMBER HDR HEADERAPPED TYP. TYPICAL MARGIN OF THE ROAD AND THE POINT OF BEGINNING;THENCE NORTH 88'53'28"WEST
<br /> 3 DETAIL ALONG SAID ROAD MARGIN 1719.77 FEET TO AN INTERSECTION WITH A CURVE,THE RADIUS OF WHICH IS
<br /> 5. DISCONNECT AND REMOVE EXCESS PRESSURE PUMP AND APPURTENANCES DWG. REFERRED FROM- DETAIL LOCATION HGT HEIGHT U.B.C. UNIFORM BUILDING CODE 858.51 FEET,AND WHOSE CENTER BEARS NORTH 9' 51'40"EAST;THENCE ALONG SAD CURVE TO THE
<br /> ,may, U.O.N. UNLESS OTHERWISE NOTED RIGHT THROUGH A CENTRAL ANGLE OF 50' 19'52",FOR AN ARC DISTANCE OF 754.15 FEET TO A POINT OF
<br /> FROM (26) SPRINKLER SYSTEM RISERS AND CONNECT WATERFLOW 'I CONCRETE RIGID INSULATION H.M. HOLLOW METAL
<br /> MONITORING DEVICES. ELEVATION NUMBER HR. HOUR V.I.F. VERIFY IN FIELD TANGENCY;THENCE NORTH 29'48'28"WEST 140.85 FEET TO A POINT OF CURVATURE;THENCE ALONG A
<br /> r-� 5 ELEVATION VCT VINYL COMPOSITION TILE CURVE TO THE LEFT HAVING A RADIUS OF 778.51 FEET THROUGH A CENTRAL ANGLE OF 28' 14'53", FOR
<br /> 6. PROVIDE FIRE ALARM FIELD DEVICES THROUGHOUT THE BUILDING AS SHOWN '� l _ HWH HOT WATER HEATER
<br /> ON FLOOR PLANS. I -- WOOD BLOCKING GYPSUM WALLBOARD/GWB DWG. REFERRED FROM- V - ELEVATION LOCATION HEWC HANDICAPPED ELECTRICAL VWF VINYL WALL FABRIC AN ARC DISTANCE OF 383.82 FEET TO A POINT ON THE WEST LINE 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 /> HDF HANDICAPPED DRINKING CORNER COMMON TO SECTIONS 10 AND 15;THENCE SOUTH 1'05'52"WEST 2641.66 FEET TO THE
<br /> l `\ STRUCTURAL STEEL r• '1 .77 EARTH SECTION NUMBER -- -,-4 FOUNTAIN WD. WOOD CENTER OF SECTION 15 THENCE SOUTH 88'45'43"EAST 2666.18 FEET TO THE EAST QUARTER CORNER
<br /> "' - SECTION WT. WEIGHT OF SECTION 15,THENCE NORTH 1'O6' 18"EAST ALONG THE EAST LINE i \ z A ^ f
<br /> PROJECT DESIGN TEAM: I��\.- "x',,- _ I.D. INSIDE DIAMETER W.F. WIDE FLANGE OF SECTION 15,A DISTANCE OF 2617.66 FEET TO THE TRUE POINT OF I O\TI
<br /> , WOOD 3 GRAVEL DWG. REFERRED FROM -SECTION LOCATION INSTALL INSTALLATION W.R. WATER RESISTANT BEGINNING.CONTAINING 7,272,724.41 SQUARE FEET OR 166.9587 ACRES.
<br /> OWNER: PROJECT MANAGEMENT: PLYWOOD ASPHALTIC CONCRETE IN INSULATIONABOVE AREAS COMPUTED BY"CLARY,DE 600"ELECTRONIC COMPUTER. GROUP
<br /> BOEING COMERCIAL AIRPLANE GROUP SAZAN GROUP - - INTERIOR INTER ERMED.INTERME DIATE
<br /> 3003 WEST CASINO ROAD 600 STEWART STREET, SUITE 1400 ('1 I! k'�, , INT. INTERIOR
<br /> /1 FINISH WOOD t , CERAMIC TILE DOOR ELEVATION600 Stewart St., Ste 1400
<br /> EVERETT,WASHINGTON 98203 SEATTLE,WASHINGTON 98101 - ! - NUMBER("J02�0) 6 NUMBER JT. JOINT Seattle,Washington 98101
<br /> PROJECT MANAGER: MATT KENT TEL:206.576.7289 '
<br /> TEL: 425.299.4719 FAX: 206.267.1701 - ` METAL STUD PARTITION FLOOR DOOR # MA500 ELEVATION ISSUE FOR CONSTRUCTION Tel 206.267.1700
<br /> CONTACT: CARRIE KRAUSE •
<br /> NUMBER
<br /> MAY 30, 2018 Fax 206.267.1701
<br /> EMAIL: CKRAUSE@SAZAN.COM
<br /> SAZAN#543-1744
<br /> $YM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBIIILE CURRENT REVISION SYMBOL DATE
<br /> ACCEPTABILITY AND/OR
<br /> DLH 12.20.90 TITLE SHEET W2640474 A 05.30.18
<br /> - RECORD DRAWING ISSUED TO OWNER W2640474 DAW DAW 04.29.94 THIS DESIGN AND/OR 'HOOKED
<br /> SPECIFICATION IS APPROVED LMV 12.20.90 SHEET
<br /> A EVERETT FIRE PANEL REPLACEMENT W2640474 SAZAN/LF 05.30.18 ®
<br /> APPROVED BY DEPT. DATE ,DAWRIELR 05.30.90 Irt`E EVERETT FIRE PANEL REPLACEMENT GO
<br /> 0 i I
<br /> BOE/NGCHECKED
<br /> DAW 05.30.91 APPROVED BUILDING 40-025 JOB No. !COMP No.
<br /> ..Rio -
<br /> 08.19.91 I I
<br /> -- - - - --- --- DWG No. -�_I
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