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<br />Site Address: 3003 W CASINO RD BLDG 40-32
<br />Owner. BOEINGCOMPANY Qell
<br />Tenant: BOEINGBLDG40-32ZCOL E36. P/
<br />r
<br />Proposed Use: COMMERCIALALTERATIONS
<br />Aroposed COMMERCIAL
<br />Description: REPLACE SPRINKLER MONITORING PLAN
<br />BOEING
<br />Reviewed By
<br />BUILDING 40-032 ?5:�Cfflce Set --- lcb 51te Set _5m/Plannln8.'
<br />EVERETT FIRE PANEL REPLACEMENT
<br />BOEING EVERETT FACILITY
<br />3003 WEST CASINO ROAD
<br />EVERETT, WASHINGTON 98203
<br />PROJECT DESCRIPTION
<br />SITE PLAN
<br />CODE DATA
<br />LEGAL DESCRIPTION:
<br />THE SCOPE OF THIS PROJECT IS TO UPGRADE THE EXISTING BUILDING FIRE
<br />ALARM SYSTEM.
<br />THE WORK TO BE PERFORMED INCLUDES, BUT SNOT LIMITED TO THE
<br />FOLLOWING:
<br />1. REMOVE ADT CO FOCUS EQUIPMENT.
<br />2. PROVIDE BUILDING FIRE ALARM CONTROL PANEL AS LOCATED ON
<br />PLANS.
<br />3. CONNECT ALL MONITORING POINTS TO THE BUILDING FIRE ALARM
<br />CONTROL PANEL.
<br />4. DISCONNECT AND REMOVE EXCESS PRESSURE PUMP AND
<br />APPURTENANCES FROM (18) SPRINKLER SYSTEM RISERS AND
<br />REPLACE WITH WATERFLOW MONITORING DEVICES.
<br />5. PROVIDE FIRE ALARM FIELD DEVICES THROUGHOUT 40-32 33 AS
<br />SHOWN ON PLANS.
<br />NOTE
<br />ALL COORDINATES SHOWN ARE
<br />THOSE OF THE SITE PLAN
<br />COORDINATE SYSTEM WHERE IN:
<br />X m 1,645.10D - N5000
<br />Y - 340,000 a E5000
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<br />ROJECT SITE B/W 10'11
<br />OLUMNS D/17-E/1 oao net an
<br />FIRST FLOOR I
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<br />- as, C22 40.E3 4De4 4oZ 40.21
<br />40451
<br />LOCATION: EVERETT, WASHINGTON
<br />CODE: 2006 INTERNATIONAL EXISTING BUILDING CODE IEBC
<br />( )
<br />2006 INTERNATIONAL MECHANICAL CODE (IMC)
<br />2006 INTERNATIONAL BUILDING CODE (IBC)
<br />2006 INTERNATIONAL FIRE CODE (I,FO
<br />2005 NATIONAL ELECTRIC CODE E
<br />N
<br />2003 UNIFORM PLUMBING CODE ( UPC
<br />(UPC)
<br />CITY OF EVERETT, WASHINGTON CURRENT BUILDING
<br />REGULATIONS AND ADOPTED CODE AMENDMENTS
<br />ACCESSIBILITY: 2006 LB.C. AND LC.C. ANSI A117.1
<br />/
<br />FIRE ZONE: 3
<br />SEISMIC: CATEGORY "D"
<br />CONSTRUCTION: I-B. SPRINKLERED
<br />BUILDING OCCUPANCY: F (SECOND FLOOR)
<br />LOCATION OF PROPERTY:
<br />TOTAL ADDITION: 3,600
<br />(FLOOR AREA)
<br />BUILDING HEGHT: 114-10"
<br />FIRE PROTECTION: FULLY SPRINKLED
<br />SUMMARY OF WORK:
<br />NUMBER OF EXITS REQUIRED (IBC 1019.1): TWO (2)
<br />NUMBER OF EXITS PROVIDED: THREE (3)
<br />EXIT WIDTH REQUIRED (IBC 1005.1): 13 INCHES
<br />(36 INCHES MIN.)
<br />Beginning at a concrete monument, said monument being the comer common to Sections 10, 11, 14 and 15, Township 28 North,
<br />Range 4 East, W.M.; thence North Or 50' 00" East along the east line of Section 10, a distance of 30.00 feet to the north
<br />margin of the county road and the true Point of Beginning; thence North 88'53'28" West along said margin 1589.02 feet to a
<br />point
<br />P t o mentro e o curve to the right. said point of arvalure being on the most easterly line of that properly owned 2 the
<br />u.5. Government (Department of the Air Force) and granted in easement to Snohomish County under auditors file No, 7062279
<br />far road purposes, the following courses, describe the northerly margin of said road easement thence North 1' 06' 32" East radial
<br />to the curve 10.00 feet; thence along a curve to the right having a radius of 778.51 feet through a central angle of 18' 50'
<br />03", for an arc distance of 255.91 feet thence North 1W 56' 35" East radial to the curve 10.00 feet; thence along a curve to
<br />9
<br />feet through a control angle of 2T m 59', for an arc distance of of 77 feet thence
<br />the right having a radius of l to
<br />South 4T 56' 34" Wasl radial to the curve 10.00 feetthence along a curve to the right having a radius of 778.51 feet through
<br />central angle of 1T 14' 58', for an am distance of 166.44 feet to the point of tangency; thence North 29' 48' 28" West 140.85
<br />feet to a point of curvature; thence along a curve to the left having a radius of 858,51 feet through a control angle of 26' 53'
<br />29', for an arc distance of 4D2.94 feet; thence North 3T 18' 03" East radial to the curve 10.00 feet; thence along a curve to
<br />the left having a radius of 868.51 feet through a central angle of 1730' 00", for an arc distance of 265.27 feet; thence North
<br />15' 48' 03" East radial to the curve 10.00 feet; thence along a curve to the left having a radius of 878.51 feet through a
<br />central angle of 15' 36' 31', for an am distance of 239.32 feel to the point of tangency; thence North 8T 48' 28' West 277.02
<br />feet; thence North 0' 11' 32" East 20.00 feet; thence North 89' 48' 28" West 300.00 feet; thence South 0' 11' 32" West 20.00
<br />feet; thence North 87 48' 28' West 264.11 feet to a point of curvature; thence along a curve to the left having a radius of
<br />878.51 feet through a central angle of 5' 30' 27', for an am distance of 94.45 feet to a point of intersection with the west line
<br />of the southeast quarter of the southwest quarter of said Section 10, said point on curve being the terminus of the northerly
<br />margin of said roodway easement thence North 0' 54' 04" East along sold west line 366.96 feet to the north line of the
<br />southeast quarter of the southwest quarter of said Section 10; thence South BIT 40' 11' East along said north line 334.86 feet
<br />to the east line of the west holf of the west half of the northeast quarter of the southwest quarter of said Section 10; thence
<br />North o' 56' 46" East along said east line 792.01 feet to the north line of the south six acres of said west half of the west half
<br />of the northeast quarter of the southwest quarter, thence North 8B 40'11" West along said North line 335.48 feet to the west
<br />line of the northeast quarter of the southwest quarter; thence North T 54' 04" East along said west line 528.68 feet to the
<br />southwest comer of the southeast quarter of the northwest quarter, thence North V 33' 03" East along the west line of the
<br />southeast quarter of the northwest quarter 1323.23 feet to the northwest comer of said southeast quarter of the northwest
<br />quarter, thence South 88' 39' 22" East along the north line of said southeast quarter of the northwest quarter 999,54 feet to the
<br />west line of the east half of the east half of the northeast quarter of the northwest quarter, thence North 1' 11' 53" East along
<br />said west line 1323.81 feet to the north line of Section 10; thence South 88' 41'25" East along said north line 330.47 feet, more
<br />or leas, to the north quarter comer of said Section 10; thence South 88' 41' 17" East along said north line of Section 10, a
<br />distance of 1320.62 feet to the northeast comer of the northwest quarter of the northeast quarter of said Section 10; thence
<br />South V 55' 48" West along the east line of said northwest quarter of the northeast quarter 1324.79 feet to the southeast
<br />comer of said northwest quarter of the northeast quarter, thence South 88' 39' 19" East 1324.11 feet to the northeast comer of
<br />the southeast quarter of the northeast quarter of said Section 10; thence South 88' 05' 18" East 2632.49 feet to the northeast
<br />co er of the southeast quarter of the northwest quarter of Section 11; thence South 0' 24' 43" West 1325.82 feel to the center
<br />of mmaid Section 11; thence South 0' 57' 32" West along the east line of the southwest quarter of said Section 11 a distance of
<br />2615.05 feel to the north margin of the county road; thence North 8T 41' 13' West along said mod margin 2635.63 feet to the
<br />true Point of Beginning, containing 26,398.936.70 square feet or 606.0361 acres
<br />And also the northeast quarter of Section 15 and a portion of the southwest quarter of the southeast quarter of Section 10, lying
<br />south of the southerly margin of the hereinbefore mentioned Air Force property granted to Snohomish County for road purposes,
<br />being mom particularly described as follows: Beginning at a concrete monument, maid monument being the comer common to
<br />Sections 10, 11, 14 and 15, Township 28 North, Range 4 East W.M.; thence South 1' 06' 18' West along the east line of Section
<br />15, a distance of 30.00 feet to the south margin of the county road and the true point of Beginning; thence North 88' 53' 28"
<br />West along said road margin 1719.77 feet to a intersection with a curve, the radius of which 9s 858.51 feet, and whose center
<br />bean North 9' 5V 40" East thence along said curve to the right through a control angle of 50' 19' 52', for an am distance of
<br />754.15 feet to a point of tangency; thence North 29' 48' 28" West 140.85 feet to a point of curvature; thence along a curve to
<br />the left having a radius of 778.51 feet through a central angle of 28' 14' 53', for an am distance of 383.82 feet to a point on the
<br />net line of the southeast quarter of Section 10; thence South 1' 04' 51" West along said west line 766.72 feet to the
<br />quarter comer common to Sections 10 and 15; thence South 1' 05' 52" West 2641.66 feet to the center of Section 15 thence
<br />south 88 45' 43' East 2666.18 feet to the east quarter comer of Section 15, thence North 1' 06' 18' East along the soot line
<br />of Section 15, a distance of 2617.66 feel to the true Point of Beginning. Containing 7,272,724.41 square feet or 166.9587 acres.
<br />PROJECT TEAM
<br />OWNER: BOEING EVERETT FACILITY
<br />3003 WEST CASINO ROAD
<br />EVERETT, WASHINGTON 98203
<br />PROJECT MANAGER: RAYMUNDO RIMORIN
<br />PRIME
<br />STRUCTURAL:
<br />ARCHITECTURAL:
<br />Nsaao -- - ' -- -- - - -
<br />EXIT WIDTH PROVIDED: 116 INCHES
<br />Above areas computed by 'Clary, DE 600' electronic computer.
<br />MAXIMUM ALLOWABLE TRAVEL DISTANCE (IBC 300'-0"
<br />TABLE 1016.1 SPRINKLERED):
<br />MECHANICAL: SAZAN GROUP, INC.
<br />PAINE FIELD
<br />MAXIMUM PROPOSED TRAVEL DISTANCE: 140'-0"
<br />FIRE EXTINGUISHERS: TYPE: AMEREX MODEL 461, RATED 3A:40B:C,
<br />600 STEWART ST, SUITE 1400
<br />6 LB. CAPACITY. MAXIMUM TRAVEL DISTANCE
<br />SEATTLE, WASHINGTON 98101
<br />TEL: 206.267.1700
<br />N
<br />TO EXTINGUISHER = 75 FEET, MAXIMUM
<br />FLOOR AREA PER EXTINGUISHER = 11,250 SF.
<br />CONTACT: CARRIE KRAUSE
<br />EMAIL CKRAUSEOSAZAN.COM
<br />ELECTRICAL: SAZAN GROUP, INC.
<br />600 STEWART ST, SUITE 1400
<br />SEATTLE, WASHINGTON 98101
<br />TEL: 206.267.1700
<br />CONTACT: ZACK OLSON
<br />EMAIL' ZOLSONOSAZAN.COM
<br />HANGAR DOOR:
<br />iA%
<br />G 0W
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />SYM
<br />REMON
<br />BY
<br />APPROVED
<br />DATE
<br />®
<br />m
<br />PETE UNAMEN
<br />�.s "� .,,=111
<br />ACCEPTABILITY
<br />THIS DESIGN ANDdoR
<br />SPECIFlCATION IS AP ROVED
<br />D
<br />DLR GROUP
<br />DATEsuB7
<br />07.10.07
<br />TLE
<br />TITLE SHEET
<br />CURRENT REVISION
<br />SYMBOL
<br />DATE
<br />11.13.20
<br />-
<br />RECORD DRAWING -HANGAR DOOR 10150876
<br />CP&A/TAH
<br />03.07.11
<br />LTP
<br />07.10.07
<br />SHEET
<br />/� O
<br />A
<br />EVERETT flRE PANEL REPLACEMENT W2640474
<br />SAZAN/JW
<br />03.04.20BOE/NG
<br />APPROVED BY
<br />DEPT.
<br />DATE
<br />MMWEER
<br />T"� EVERETT FIRE PANEL REPLACEMENT
<br />BUILDING 40-032
<br />ELECTRICAL MASTER EVERETT, WA.
<br />B
<br />SHOP DRAWINGS
<br />AGOW/HG
<br />11.13.20
<br />CHECKEDv
<br />q R y
<br />JOB NO.
<br />10150876
<br />COMP NO.
<br />- NO. 40-032-GO
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