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SCOPE OF WORK:
<br /> BOEING COMMERCIAL AIRPLANES THE SCOPE OF THIS PROJECT IS TO UPGRADE THE EXISTING BUILDING FIRE
<br /> ALARM SYSTEM.
<br /> THE WORK TO BE PERFORMED INCLUDES, BUT IS NOT LIMITED TO THE
<br /> FOLLOWING:
<br /> 40 023 EVERETT FIRE PANEL HBL EXPANS I O N 1 UTILIZE EXISTING BUILDING FIRE ALARM CONTROL PANEL LOCATED AT
<br /> GRID £.5/8.7 IN BUILDING 40-22.
<br /> 2. INSTALL NEW MONITOR MODULES FOR THE SUPERVISION FIRE
<br /> SPRINKLER SWITCHES.
<br /> 3. CONNECT ALL MONITORING POINTS TO THE BUILDING FIRE ALARM
<br /> CONTROL PANEL.
<br /> EVERETTFACILITY 4 PROVIDE FIRE ALARM FIELD DEVICES AS SHOWN ON PLANS.
<br /> 3003 WEST CASINO ROAD
<br /> EVERETT, WASHINGTON 98203
<br /> CODE DESCRIPTION: ABBREVIATIONS LEGAL DESCRIPTION:
<br /> ABV. ABOVE MAT'LS MATERIALS BEGINNING AT A CONCRETE MONUMENT, SAID MONUMENT BEING THE CORNER COMMON TO SECTIONS 10, 11, 14
<br /> 1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING NOTE 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 /> CODES AND AUTHORITIES INCLUDING, BUT NOT -- __ ALL COORDINATES SHOWN ARE PANEL M.B. MOLLY BOLT OF SECTION 10, A DISTANCE OF 30.00 FEET TO THE NORTH MARGIN OF THE COUNTY ROAD AND THE TRUE
<br /> LIMITED TO THE FOLLOWING: COORDINATEHSYSTEM WHERE IN: ALT. ALTERNATEMECH. MECHANICAL POINT OF BEGINNING;THENCE NORTH 88'53'28"WEST ALONG SAID MARGIN 1589.02 FEET TO A POINT OF
<br /> X= 1,645,100-N5000 ALUM. ALUMINUM MEZZ. MEZZANINE CURVATURE OF A CURVE TO THE RIGHT, SAID POINT OF CURVATURE BEING ON THE MOST EASTERLY LINE OF
<br /> I
<br /> UNFORM BUILDING CODE, 1988 EDITION Y=340,000=E5000 THAT PROPERTY OWNED BY THE U.S. GOVERNMENT(DEPARTMENT OF THE AIR FORCE) AND GRANTED IN
<br /> UN FORM MECHANICAL CODE, 1988 EDITION A.F.F. ABOVE FINISHED FLOOR MFR. MANUFACTURER
<br /> UNIFORM PLUMBING CODE, 1988 EDITION BLKG. BLOCKING MIN. MINIMUM EASEMENT E RIBET E COUNTY UNDER AUDITOR'S FILE NO. 1MENT: FOR ROAD PURPOSES,THE FOLLOWING
<br /> I I MO MASONRY OPENING COURSES DESCRIBE THE NORTHERLY MARGIN OF SAID ROAD EASEMENT:THENCE NORTH 1' 06' 32" EAST
<br /> UNIFORM FIRE CODE, 1988 EDITION BM. BEAM RADIAL TO THE CURVE 10.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 778.51 FEET
<br /> HYDRANT ORDINANCE NO. 419-76 --- 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 /> CITY OF EVERETT ZONING CODE BTWN. BETWEEN NO. NUMBER 35" EAST RADIAL TO THE CURVE 10.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
<br /> NATIONAL ELECTRIC CODE, 1987 EDITION e9000 - - - - - -
<br /> DRAINAGE ORDINANCE NO. 514-78 N.I.C. NOT IN CONTRACT 768.51 FEET THROUGH A CENTRAL ANGLE OF 27' 59' 59", FOR AN ARC DISTANCE OF 375.56 FEET;THENCE
<br /> I I I CENTERLINE
<br /> STREET IMPROVEMENT ORDINANCE NO. 555-78 & 665-80 CLG. CEILING N.T.S. NOT TO SCALE SOUTH 47' 56' 34"WEST RADIAL TO THE CURVE 10.00 FEET;THENCE ALONG A CURVE TO THE RIGHT HAVING A
<br /> 1986 WASHINGTON STATE ENERGY CODE I1w.06 I4o.oal max -- __ CONC. CONCRETE RADIUS OF 778.51 FEET THROUGH CENTRAL ANGLE OF 12' 14' 58", FOR AN ARC DISTANCE OF 166.44 FEET
<br /> --
<br /> WASHINGTON STATE RULES AND REGULATIONS FOR - COND. CONDITION O.D. OUTSIDE DIAMETER TO THE POINT OF TANGENCY; THENCE NORTH 29' 48' 28"WEST 140.85 FEET TO A POINT OF CURVATURE;
<br /> --
<br /> BARRIER-FREE FACILITIES
<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 /> CONNCONNECTION II .
<br /> I I j CONST. CONSTRUCTION 0/0 OUT TO OUT 53' 29", FOR AN ARC DISTANCE OF 402.94 FEET; THENCE NORTH 33' 18' 03" EAST RADIAL TO THE CURVE
<br /> L
<br /> 2. OCCUPANCY: B-2 IL -J 3 OPP. OPPOSITE 10.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 868.51 FEET THROUGH A CENTRAL
<br /> CONT. CONTINUOUS O.C. ON CENTER ANGLE OF 17'30' 00", FOR AN ARC DISTANCE OF 265.27 FEET; THENCE NORTH 15' 48' 03" EAST RADIAL TO
<br /> ea000 - - 4om - - CPT. CARPET THE CURVE 10.00 FEET;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 878.51 FEET 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 /> 3. CONSTRUCTION: TYPE II-N 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 /> IS CONSISTENT WITH EXISTING STRUCTURES. 40.06 4003 eo.o, 1°�0 �.� C.1. 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 /> TYPE II-N HEIGHT RESTRICTION PER TABLE 5-D U.B.C. +0a6 C.O. CONCRETE OPENING PR. PAIR WEST 264.11 FEET TO A POINT OF CURVATURE;THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF
<br /> S EXCEEDED AND IT IS NECESSARY TO OBTAIN oss
<br /> 40a, 40.99 C.R. COLD ROLLED PTD PAINT 878.51 FEET THROUGH A CENTRAL ANGLE OF 5' 30' 27", FOR AN ARC DISTANCE OF 84.45 FEET TO A POINT
<br /> A VARIANCE TO THE U.B.C. A VARIANCE HAS BEEN C.S. CONCRETE SEALER P.T.D. PAPER TOWEL OF INTERSECTION WITH THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID
<br /> APPROVED BY THE CITY OF EVERETT 1056 D C.M.T. CERAMIC MOSAIC TILE DISPENSER SECTION 10, SAID POINT ON CURVE BEING THE TERMINUS OF THE NORTHERLY MARGIN OF SAID ROADWAY
<br /> _ _ _ C.M.U. CONCRETE MASONRY UNITS EASEMENT;THENCE NORTH 0' 54' 04" EAST ALONG SAID WEST LINE 366.96 FEET TO THE NORTH LINE OF THE
<br /> ELEMENT REQUIREMENT* 40.14 40.9, p DIAMETER O.T. QUARRY TILE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10; THENCE SOUTH 88' 40' 11" EAST
<br /> EXTERIOR NON-BEARING WALLS N(NO RATING) DBL. DOUBLE R RISER ALONG SAID NORTH LINE 334.86 FEET TO THE EAST LINE OF THE WEST HALF OF THE WEST HALF OF THE
<br /> STRUCTURAL FRAME N I m.e, DET. DETAIL RB RESILIENT BASE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10; THENCE NORTH 0' 56' 46" EAST
<br /> PARTITIONS-PERMANENT N ALONG SAID EAST LINE 792.01 FEET TO THE NORTH LINE OF THE SOUTH SIX ACRES OF SAID WEST HALF OF
<br /> o.0 03, o.3z ou _ DIM. DIMENSION REF. REFERENCE
<br /> FLOORS-CEILING FLOORS N THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER;THENCE NORTH 88' 40'11"WEST
<br /> ROOF-CEILINGS ROOF N II II I DWG DRAWING REQ'D REQUIRED ALONG SAID NORTH LINE 335.48 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST
<br /> EXTERIOR DOORS AND WINDOWS N I 49.0 I 40.36 D.F. DRINKING FOUNTAIN R.D. ROOF DRAIN QUARTER; THENCE NORTH 0' 54' 04" EAST ALONG SAID WEST LINE 528.68 FEET TO THE SOUTHWEST CORNER
<br /> EA. EACH R.O. ROUGH OPENING OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH V 33' 03" EAST ALONG THE WEST
<br /> Mo. - - - -� - - E.LF.S. EXTERIOR INSULATED LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 1323.23 FEET TO THE NORTHWEST CORNER
<br /> 4. AREA: w.� 405' I FINISH SYSTEM SAN. SANITARY OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 88' 39' 22" EAST ALONG THE
<br /> -- I EL. ELEVATION SCHED. SCHEDULE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 999.54 FEET TO THE WEST LINE OF
<br /> BASIC ALLOWABLE AREA (B-2 OCC.) 12,000 SF 4022 40 23 -14 .21 eo.zfi I PROJECT SIT ELEV. ELEVATION SHT. SHEET THE FAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH
<br /> 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 /> ALLOWANCE FOR AUTOMATIC UNLIMITED AREA I 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 /> SPRINKLER SYSTEM AND 60 FT w6rm
<br /> j EXIST. EXISTING SMSHEET METAL SAID SECTION 10; THENCE SOUTH 88' 41' 17" EAST ALONG SAID NORTH LINE OF SECTION 10, A DISTANCE OF
<br /> PUBLIC WAY SURROUNDING THE _-J EXP. EXPOSED STRUCTURE S.N.D. SANITARY NAPKIN 1320.62 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF
<br /> BUILDING. FA
<br /> xso6o FRESH AIR INTAKE
<br /> DISPENSER SAID SECTION 10; THENCE SOUTH 0' 55' 48"WEST ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF
<br /> - - - - - - -
<br /> STD. STANDARD THE NORTHEAST QUARTER 1324.79 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE
<br /> 5. SMOKE VENTS ARE REQUIRED BY U.B.C. SECTION 3206. FC FABRIC COVERING STL. STEEL NORTHEAST QUARTER; THENCE SOUTH 86 39' 19" EAST 1324.11 FEET TO THE NORTHEAST CORNER OF THE
<br /> SMOKE VENTS HAVE BEEN LEFT OUT TO BE CONSISTENT a0z6 F.F. FACTORY FINISH
<br /> STRUCT. STRUCTURAL SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 88' 05' 18" EAST
<br /> WITH EXISTING STRUCTURE. A VARIANCE HAS BEEN FIN.FLR. FINISH FLOOR SUSP. SUSPENDED 2632.49 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br /> APPROVED BY THE CITY OF EVERETT BUILDING DEPARTMENT. $ F.O.B. FACE OF BLOCK S.S. STAINLESS STEEL SECTION 11; THENCE SOUTH 0' 24' 43"WEST 1325.82 FEET TO THE CENTER OF SAID SECTION 11; THENCE
<br /> w c F.O.C. FACE OF CONCRETE S/S SERVICE SINK SOUTH 0' 57' 32"WEST ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 A DISTANCE
<br /> 6. CURTAIN BOARDS ARE REQUIRED BY U.B.C. SECTION 3206. w PAIN£ HELD W F.O.S. FACE OF STUDS S.V. SHEET VINYL OF 2615.05 FEET TO THE NORTH MARGIN OF THE COUNTY ROAD; THENCE NORTH 87' 41' 13"WEST ALONG
<br /> CURTIAN BOARDS ARE NOT INCLUDED IN THE SCOPE OF FT. FOOT SAID ROAD MARGIN 2635.63 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 26,398,936.70 SQUARE FEET
<br /> WORK. A VARIANCE HAS BEEN APPROVED BY THE CITY OF N T. .P.T TREAD OR 606.0361 ACRES.
<br /> GA GAUGE
<br /> EVERETT BUILDING DEPARTMENT. V TELE. TELEPHONE
<br /> GALV GALVANIZED TOPTOP OF PARAPET AND ALSO THE NORTHEAST QUARTER OF SECTION 15 AND A PORTION OF THE SOUTHWEST QUARTER OF THE
<br /> GRDRL GUARDRAIL SOUTHEAST QUARTER OF SECTION 10, LYING SOUTH OF THE SOUTHERLY MARGIN OF THE HEREINBEFORE
<br /> GWB GYPSUM WALL BOARD T.O.S. TOP OF STEEL MENTIONED AIR FORCE PROPERTY GRANTED TO SNOHOMISH COUNTY FOR ROAD PURPOSES, BEING MORE
<br /> GENERAL NOTES: MATERIAL INDICATION: SYMBOL INDICATION: GWT GLAZED WALL TILE T.O.W. TOP OF WALL PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT, SAID MONUMENT BEING THE
<br /> T.S. TUBE STEEL CORNER COMMON TO SECTIONS 10, 11, 14 AND 15, TOWNSHIP 28 NORTH, RANGE 4 EAST W.M.; THENCE
<br /> H.C. HANDICAPPED TYR. TYPICAL SOUTH 1' 06' 18"WEST ALONG THE EAST LINE OF SECTION 15,A DISTANCE OF 30.00 FEET TO THE SOUTH
<br /> 1. MAIN FLOOR - REFERENCE FLOOR ELEVATION DETAIL NUMBER HDR HEADER MARGIN OF THE COUNTY ROAD AND THE TRUE POINT OF BEGINNING; THENCE NORTH 88' S3' 28"WEST ALONG
<br /> 100'-0" = DATUM ELEVATION 548.33'; CONCRETE MASONRY UNIT (CMU) INSULATED PARTITION 3 DETAIL HGT HEIGHT U.B.C. UNIFORM BUILDING CODE SAID ROAD MARGIN 1719.77 FEE TO AN INTERSECTION WITH A CURVE,THE RADIUS OF WHICH IS 858.51 FEET,
<br /> SEE CIVIL DRAWINGS. DWG. REFERRED FROM f A6 Z DETAIL LOCATION H.M. HOLLOW METAL U.O.N. UNLESS OTHERWISE NOTED AND WHOSE CENTER BEARS NORTH 9' 51' 40" EAST; THENCE ALONG SAID CURVE TO THE RIGHT THROUGH A
<br /> V. VERIFY IN FIELD CENTRAL ANGLE OF 50' 19' 52", FOR AN ARC DISTANCE OF 754.15 FEET TO A POINT OF TANGENCY; THENCE
<br /> CONCRETE RIGID INSULATION HR. HOUR NORTH 29' 48' 28"WEST 140.85 FEET TO A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE LEFT
<br /> 2. ALL DIMENSIONS ARE TO FACE OF STUD, ELEVATION NUMBER HWH HOT WATER HEATER VCT VINYL COMPOSITION TILE
<br /> FACE OF CONCRETE OR CENTERLINE OF COLUMN, s ELEVATION HEWC HANDICAPPED ELECTRICAL VWF VINYL WALL FABRIC HAVING A RADIUS OF 778.51 FEET THROUGH A CENTRAL ANGLE OF 28' 14' 53", FOR AN ARC DISTANCE OF
<br /> GYPSUM WALLBOARD GWB A'Ae 383.82 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 10; THENCE SOUTH 1'
<br /> UNLESS NOTED OTHERWISE WOOD BLOCKING DWG. REFERRED FROM�_- ELEVATION LOCATION WATER COOLER V.L. VERTICAL LIFT 04' 51"WEST ALONG SAID WEST LINE 766.72 FEET TO THE QUARTER CORNER COMMON TO SECTIONS 10 AND
<br /> DUBV HIDE HANDICAPPED DRINKING
<br /> STRUCTURAL STEEL EARTH FOUNTAIN WD. WOOD 15; THENCE SOUTH 1' 05' 52"WEST 2641.66 FEET TO THE CENTER OF SECTION 15 THENCE SOUTH 88' 45'
<br /> SECTION NUMBER WT. WEIGHT 43" EAST 2666.18 FEET TO THE EAST QUARTER CORNER OF SECTION 15,THENCE NORTH 1' 06' 18" EAST
<br /> s SECTION 1.D. INSIDE DIAMETER W.F. WIDE FLANGE ALONG THE EAST LINE OF SECTION 15, A DISTANCE OF 2617.66 FEET TO
<br /> GRAVEL DWG. REFERRED FROM f �SECTION LOCATION INSTALL. INSTALLATION W.R. WATER RESISTANT THE TRUE POINT OF BEGINNING. CONTAINING 7,272,724.41 SQUARE FEET
<br /> WOOD
<br /> INSUL INSULATION OR 166.9587 ACRES.
<br /> PLYWOOD ® ASPHALTIC CONCRETE INTERMED.INTERMEDIATE ABOVE AREAS COMPUTED BY"CLARY, DE 600" ELECTRONIC COMPUTER.
<br /> INTERIOR INT, INTERIOR ®rokol ,FINISH WOOD CERAMIC TILE DOOR ELEVATION JT. JOINTNUMBER 1020 NUMBERMETAL STUD PARTITION FLOOR DOOR # DRAWING
<br /> NUMBER
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ACCEPTABILITY
<br /> BNOI/T R CHECKED 07 zs z3 TITLE SHEET 07.26.23
<br /> A EVERETT FIRE PANEL REPLACEMENT- RECORD W2640474 SAZAN/ZO 6/26/20 SPECIFICATION IS APPROVED K.V. 07/27/23 SHEET
<br /> B IFC - HBL EXPANSION - POSITIONS 5, 6 AND 7 JAH SMS 06/30/23 ® AE�
<br /> APPROVED BY DEPT. DATE K.M. 07 24 23 TITLE HBL EXPANSION - POSITIONS 5, 6 AND 7G�
<br /> BOE/NG CHECKED VC SHOP DRAWINGS 30481184 FASDESIGN AGOW/PL 07/28/23 BUILDING 40-023
<br /> APPROVED JOB N0. 30481184 COMP N0.
<br /> APPROVED ARCHITECTURAL MASTER EVERETT, WA. Dwc No. 40-023-GO
<br />
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