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Permit M07-043 - BOEING #11-14
BOEING #11 -14 11201 TUKWILA INTERNATIONAL BL EXPIRED 09-26-07 M07 -043 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: 0923049155 11201 TUICWILA INTERNATIONAL BL TUKW Value of Mechanical: 161,665.00 Type of Fire Protection: doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BOEING #11 -14 11201 TUKWILA INTERNATIONAL BL , TUKWILA WA THE BOEING COMPANY PO BOX 3703 M/S #1F -09 , SEATTLE WA HERB CRIMP 9410 DELRIDGE WY SW , SEATTLE WA MECHANICAL PERMIT Contractor: Name: SYSTEM HEATING AND AIR CONDITIONING CO INC Address: 9410 DELRIDGE WY SW , SEATTLE WA Contractor License No: SYSTEHAl21BO Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 01/20/2008 DESCRIPTION OF WORK: LIKE FOR LIKE REPLACEMENT OF ROOF PENTHOUSE MOUNTED COOLING TOWER PER PROJECT 556553 -01 SPECIFICATIONS. Steven M. Mullet, Mayor Steve Lancaster, Director M07 -043 03/30/2007 09/26/2007 Phone: Phone: 206 762 -4249 x106 Phone: 206 - 762 -4249 Fees Collected: $1,555.23 International Mechanical Code Edition: 2003 Boiler Compressor: 0-3 HP /100,000 BTU 0 3-15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30-50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 1 M07 - 043 Printed: 03 -30 -2007 Permit Center Authorized Signature: Signature: Print Name: doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us c(— Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M07 -043 Issue Date: 03/30/2007 Permit Expires On: 09/26/2007 Date: ') - -‘0719 7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the erformance of work. I am authorized to sign and obtain this mechanical permit. Date: ( 3 —30 — O T This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspender or abandoned for a period of 180 days from the last inspection. M07 -043 Printed: 03 -30 -2007 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 0923049155 Permit Number: M07 -043 Address: 11201 TUICWILA INTERNATIONAL BL TUICW Status: ISSUED Suite No: Applied Date: 02/26/2007 Tenant: BOEING #11 -14 Issue Date: 03/30/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 7: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 M07 -043 Printed: 03 -30 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: /` � 4 Print Name: C O C- C—f doc: Cond -10/06 Date: 30 - 0 M07 -043 Printed: 03 -30 -2007 E -Mail Address: 14. Company Name: Company Name: Contact Person: Contact Person: LEE M- X0AINAS bh CITY OF TUKWIL.r' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htip://www.ci.wkwilawa.us h./ /GL Building Per, i No. Mechanical Permit No. i Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: OQ Z304CI \55 Site Address: 1 � t. ! L r" _ Suite Number: leL Floor: CZ Tenant Name: liMp 1s New Tenant: ❑ Yes El „No Property Owners Name: 1 &G QP11-1.1.‘ ES Mailing Address: Po pne 3701 1YY5 lt) lO S tJ/� G ZLl City State Zip l 1-14N CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 1C.V<. FOR l7 Day Telephone: - 2r,G 854 - V :11 Mailing Address: eax M/5 1 l� - to SE�'(- rt_E, (�� , q 0 j 21 City State Zip Fax Number: Y••,�,. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: City Day Telephone: E -Mail Address: Fax Number: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 8c -1 \.\c S}- �1 -�Q�'� �F�J �C� F=5 l-�CI LITA DEPT , Mailing Address: City State Zip Day Telephone: 425 260 - S4e� E -Mail Address: t E 4 /\/s.. x-r F9CE ln4G • CO NA. Fax Number: "LOG 65S " SKIS Q:\ApphcationsWorms- Applications On LineU -2006 - Permit Application.doc Revised- 9 -2006 Page 1 of 6 Unit Type: Qty Un it Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /I00,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment 02 SO N �Z7 S RP Air Handling Unit <10,000 CFM Incinerator — Comm /Ind J ECHANICAL PERMIT INF MATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: f )F C 1-\EPT ( G c 1\11 CON 1T1a N 11.1G CO, I t \y C , Mailing Address: G4 10 C7t 1-P I DG E LJ' y S •F - L� C.c r q ire City State Zip Contact Person: tXOE CE Di N f Day Telephone: 2(e• ' 7 2 474 y_ E -Mail Address: UCFC)FQNAPSY.S TEkMAVszTl hiG,C N Fax Number.? 7 -6 7qF Contractor Registration Number: y5TE1— .xQD t)T Expiration Date: 0 /nZ /n3 Valuation of Mechanical work (contractor's bid price): $ I i> I I to , V t7 Scope of Work (please provide detailed information): Q� RC0F PE■T1 -4005 /V.t'u 4 CC `Tt7( )E PE—SR pQa kECT 7 I ci - k-T\Cx5, Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement Fuel Type: Electric 2 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:WpplicationsWorms- Applications On Lineli -2006 - Permit Application.doc Revised. 9 -2006 bh Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Print Name: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 :''ITHORIZED AGENT: Signature: - Date: '1' 2 - 0 Mailing Address: 41C) LELR\ OGE WAY SL..) Date Application Accepted: %JOE CE'C Day Telephone: -, - 7e 2 -424q X � oz Q: Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh O22rs ( Date Application Expires: 02it 1/1A SEA'CTL ) L)/ 9e lip City State Staff Initials: Page 6 of 6 Receipt No.: R07 -00469 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049155 Permit Number: M07 -043 Address: 11201 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 02/26/2007 Applicant: BOEING #11 -14 Issue Date: Initials: JEM Payment Date: 03/30/2007 11:41 AM User ID: 1165 Balance: $45.00 Payee: SYSTEM HEATING & AIR CONDITIONING CO., INC. TRANSACTION LIST: Type Method Description Amount Payment Check 23517 1,205.18 Account Code Current Pmts 000/322.100 1,205.18 Total: $1,205.18 Payment Amount: $1,205.18 doc: Receiot -06 Printed: 03 -30 -2007 Receipt No.: R07 -00474 Payee: SYSTEM HEATING AND AIR CONDITIONING ACCOUNT ITEM LIST: Description MECHANICAL - NONRES City of Tukwila Department of Community Deve 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049155 Permit Number: M07 -043 Address: 11201 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 02/26/2007 Applicant: BOEING #11 -14 Issue Date: Initials: BLH Payment Date: 03/30/2007 01:06 PM User ID: ADMIN Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 23518 45.00 Account Code Current Pmts 000/322.100 45.00 Total: $45.00 Payment Amount: $45.00 doc: Receiot -06 Printed: 03 -30 -2007 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Communit Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049155 Permit Number: M07 -043 Address: 11201 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 02/26/2007 Applicant: BOEIG #11 -14N Issue Date: Receipt No.: R07 -00278 Payment Amount: $305.05 Initials: JEM Payment Date: 02/26/2007 12:45 PM User ID: 1165 Balance: $1,250.18 Payee: SYSTEM HEATING & AIR CONDITIONING CO., INC. TRANSACTION LIST: Type Method Description Amount Payment Check 23396 305.05 Account Code Current Pmts 000/345.830 305.05 Total: $305.05 doc: Receiot -06 Printed: 02 -26 -2007 Mr. Herb Crimp System Heating Dear Mr. Crimp: RE: Your Purchase Order EVAPCO Serial 7- 308079 (1) LSTB 10618 Cooling Tower PROJECT RE Tower ENCLOSURE(S) cc: Johnson- Barrow - Larry Bonwell C. L FILE COpy PerItNo. EVAPCO; I C+1C._ P.O. Box 1300' _:Z@ Westminster, Maryland 21.158,--W Telephone (410) 756 -2600 March 09, 2007 FAX (410) 756 -6450 RECEIVED CITY OFTUKWILA MAR 26 7007 PERMITCBITETER Please find enclosed certified presubmittal data for the above referenced order. We have included a listing of items in the submittal package for your convenience. If we may be of further assistance please contact your local EVAPCO representative. Johnson- Barrow. We thank you for your interest in EVAPCO and look forward to being of service to you. Sincerely, EVAPCO, INC. Philip D. Collison Philip D. Collison Replacement Market Manager REVIEWED FOR CODE COMPLIANCE oponucn MAR 2 8 '1007 City Of Tukwila BUILDING DIVISION CORRECTION LT R# _ -- DESCRIPTION PERFORMANCE AND MECHANICAL SPECIFICATIONS UNIT CERTIFIED DRAWING STEEL SUPPORT CONFIGURATION HEATER LOCATION HEATER WIRING DIAGRAM GUARANTEE OF THERMAL PERFORMANCE EVAPCO® SUBMITTAL PACKAGE PROJECT RE TOWER CUSTOMER SYSTEM HEATING EVAPCO SERIAL NO. 7- 308079 ENGINEER UNIT P.O. SUBMITTAL DATA ENCLOSED March 13, 2007 (I) LSTB 10618 COOLING TOWER BOEING DOCUMENT NUMBER LSTA I OXST-ST TLBTM 1 836 -ERB -1 I TLTMI8ERBSL HLPCTMEI -DA -08 B 1AU0000 -ED AOS2636 EVAPCO...TAKING QUALITY AND SERVICE TO A HIGHER LEVEL! PROJECT RE Tower CUSTOMER System Heating ENGINEER Boeing UNIT: (1) LSTB 10618 Cooling Tower CUSTOMER P.O. CAPACITY 2303 GPM FAN MOTOR: (2) 50 (Inverter Duty) HP INLET PRESSURE: 3.4 PSIG EVAPCO SERIAL NO. 7- 308079 92 °F IN 82 °F OUT 68 °F E.W.B. ELEC. SPEC. 460/3/60 DRIVES SIZED FOR 0.13" ESP. UNIT TYPE PAN FAN SECTION MAKE UP FLOAT VALVE ASSEMBLY* PAN STRAINER* FAN DISCHARGE COWLS ACCESS FAN WHEELS FAN SHAFT FAN SHAFT BEARINGS PERFORMANCE AND MECHANICAL SPECIFICATIONS EVAPCO® COOLING TOWERS Date 3/9/21107 Stainless steel and hot -dip galvanized steel, factory assembled, counterflow blow - through. Pan section is Type 304 stainless steel up to overflow level. All panels above the overflow, including the fan discharge cowls and upper casing are constructed of G- 235 (2.35 ounces of zinc per square foot of area) heavy gauge mill hot-dip galvanized steel. During fabrication all panel edges are coated with a 95% pure zinc rich compound. All fan components are located in the dry entering air stream. Brass float valve with adjustable, unsinkable, foam - filled plastic float. All type 304 stainless steel with large area removable perforated screens. G-235 hot -dip galvanized steel cowls provided on each fan discharge extending within the pan to increase fan efficiency and prevent water from entering fans. Stainless steel circular access doors held in place by wingnuts. Fans are forwardly curved centrifugal type of hot -dip galvanized steel factory installed into the pan /fan section. They are statically and dynamically balanced for vibration free operation. Fan housings have compound curve inlet rings for efficient air entry. Heavy duty, hollow steel shaft with forged bearing journals, ground and polished after forging. Self- aligning, heavy duty grease packed ball bearings with eccentric locking collars and extended lubrication lines to grease fittings on the exterior casing. Page 1 of 2 FAN MOTOR FAN DRIVE FILL WATER DISTRIBUTION SYSTEM Precision molded ABS spray nozzles with large 1" x 3/8" orifice and internal sludge ring to eliminate clogging. Spray header and branches are Schedule -40 Polyvinyl Chloride for corrosion resistance with steel connection to attach external piping. ELIMINATORS FAN GUARD SCREEN HEAT TRANSFER CASING CONSTRUCTION *OMITTED ON UNITS FOR REMOTE SUMP OPERATION SPECIAL REMARKS: • Unit(s) to be supplied with Inverter Duty fan motor(s). • (3) 3 in MPT extra basin connection(s). • (2) 5 KW Pan Heater(s), 460/3/60, with thermostat and low water cutoff(s). • Unit to be supplied with the Wier opening and wier plate. - Unit provided with an Extra Float Assembly. • Unit provided with an Extra Heater Control(s). • Unit provided with an Extra Outlet Suction Hood Strainer. • Unit provided with water tight partitions. Evapco Serial Number: 7- 308079 Totally enclosed, ball bearing type with 1.15 service factor suitable for outdoor service. Mounted on an adjustable motor base. V -belt type with taper lock sheaves. Selected for 150% motor nameplate horsepower. Mounted and aligned at the factory. Polyvinyl Chloride (PVC) of cross -fluted design. PVC sheets are bonded together for strength and durability. Fill is self - extinguishing for fire resistance, has a flame spread of 5 under A.S.T.M. designation E- 84 -81a, and is resistant to rot, decay and biological attack. Constructed entirely of inert Polyvinyl Chloride (PVC) in light, easily handled sections. Three changes in air direction with hooked leaving edges arranged to direct discharge air away from fans. Hot -dip galvanized steel wire mesh screens. G-235 hot -dip galvanized steel panel construction, separable from pan section. 10 FT. WIDE LSTBI0XS1 -ST Page? oft Cooling Tower Data Sheet Herb Crimp System Heating Project: RE Tower Equipment Reference: Product Type: LSTB Cooling Tower Capacity (Tons): Capacity (MBH): Fluid: Flow (GPM): Entering Fluid Temp (F): Leaving Fluid Temp (F): Wet Bulb (F): # Fans: # Fan Motors @ HP: # Heaters © kW: Air Flow (CFM): Inlet Pressure Drop (PSI): Evaporated Water Rate (gpm): Options Selected: 3 -Probe Electronic Water Level Control Package Et. Heaters (OF / -18C ambient) (2) @ 5 KW External Static Pressure extra 3 probe EWLC Extra Basin Connection: up to 3 " /3- 3.00" Std Extra heater ccntrols Extra outlet hood and strainer Fan Motor: Inverter Duty Oversized Motor Stainless Steel Basin up to Overflow Level water tight partitions iES Version: February 2007 Selection Criteria 767.67 11,515.000 Water 2,303.0 92.0 82.0 67.0 Selection Qty Model Capacity Percent (Tons) Capacity 1 LSTB 10618 800.68 104.3 One or more parameters is outside of CTI certification limits. Larry Bonwell Johnson - Barrow Date: 02/16/07 All Weights, Dimensions and Technical Data 4 (2) @ 50.00 (460/3/60) (2) @ 5.00 124,700 3.4 Operating Weight (lbs): 18.4 Shipping Weight (lbs): Heaviest Section (lbs): are Shown per Unit Overall Length: Overall Width: Overall Height: Page: 1 18' 0.250" 9' 9.750" 15' 0.375" 21,050 12,080 7,830 Cooling Tower Data Sheet Page: 2 Sound Data (Sound Pressure Levels in dB(A)) Conn End Fan Side Opp End Back Top S.P.L. dB(A) at 5' 74 83 74 71 80 S.P.L. dB(A) at 50' 62 69 62 57 65 Note 1: Sound Data shown Is for 2 Cells operating at full speed. Note 2: The use of frequency inverters (Variable Frequency Drives) can increase sound levels. Note 3: Sound aption(s) selected: None Layout Criteria Recommended Clearances Around Units (Feet) Elevation: 0 Distance From Wall to Unit With Air Inlet Facing Wall: 8.00 Distance Between Units With Air Inlets Facing Each Other: 16.00 Refer to the Equipment Layout Manual or contact your Sales Representative for more details on layout criteria. Shipping Data Description Domestic Skidded Dimensions (in) Cubic Feet Total Cubic Gross Wt Total Gross Feet (lbs) Wt (lbs) Section Length Width Height Basin: 1 219 120 108 1,643 1,643 7,680 7,680 Casing: 1 219 120 82 1,247 1,247 4,400 4,400 Totals: 2 2,890 2,890 12,080 12,080 iES Version: February 2007 EVAPCO, INC. UNIT COOLING TOWER MODEL x I N sC!scam DWG R LSTB 10618 TLBTM1836- ERB -11 I REV. I DATE 3 /8/07 'SERIAL # 7- 308079 NO 5: 1 . M FAN MOTOR LOCATION 2. HEAVIEST SECTION IS LOWER SECTION 3. MPT DENOTES MALE PIPE THREAD FPT DENOTES FEMALE PIPE THREAD BFW DENOTES BEVELED FOR WELDING 4. ' WEIGHT DOES NOT INCLUDE ACCESSORIES (SEE SEPARATE DRAWINGS FOR ACCESSORIES) S. 3/4" WA. MOUNTING HOLES. REFER TO RECOMMENDED STEEL SUPPORT DRAWING 6. MAKE -UP WATER PRESSURE -20 psi MIN, 50 psi MAX (2) 2 MPT MAKE -UP (2) ACCESS DOORS 117 3/4 (2) 4 MPT OVERFLOW .y V 31 3 3J4 —1� (2) 3 MPT- --'1 - DRAIN 7 5/8 --- -•— 8 TL 17 5/8 -- OUTLET 371/4 9' -9 3/4" FACE 2 11 5/8 23 5/8 f 6 7/8 77 7/8 102 1/2 PLAN VIEW 9' -9 3/4" FACE 2 18' -1/4" FACE 1 SHIPPING WEIGHT 12080 lbs,-F1 OPERATING 21050 lbs. HEAVIEST SECTION WEIGHT 7680 lbs. I ND. OF SHIPPING SECTIONS 2 CONFIDENTIAL This document is the property of Evapco, Inc. It should not be copied or disclosed without prior written authorization. EVAPCO, INC. UNIT STEEL SUPPORT CONFIGURATION 1 4113.-1- 4 ALL 3MxI8 CENTRIFUGAL UNITSJ 1:40 1 OWE a TLTMLBERB -SL (SERIAL 4 5/16 13/16 115 5/16 C/L OF MOUNTING HOLES 15/8 UNIT OUTLINE r 1410 314" MOUNTING HOLES 18' -114" OA UNIT 207 5/8 REAR SIDE FAN SIDE 214 9' -9 314" OA UNIT -�— 11/8 UNIT C/L OF UNIT LOAD 0 3/4" �~ MOUNTING HOLE 1 5/8 0 3(4" MOUNTING HOLE VIEW B -B C/L OF UNIT LOAD VIEW A -A 15/8 13/16 UNIT NOTES: 1. BEAMS SHOULD BE SIZED IN ACCORDANCE WITH ACCEPTED STRUCTURAL PRACTICES. MAXIMUM DEFLECTION OF BEAM UNDER UNIT TO BE 1/360 OF UNIT LENGTH NOT TO EXCEED 1/2". 2. DEFLECTION MAY BE CALCULATED BY USING 55% OF THE OPERATING WEIGHT AS A UNIFORM LOAD ON EACH BEAM. SEE CERTIFIED PRINT FOR OPERATING WEIGHT, 3. SUPPORT BEAMS AND ANCHOR IARDWARE ARE TO BE FURNISHED BY OTHERS, ANCHOR HARDWARE TO BE 5/8 ". 4. BEAMS MUST BE LOCATED UNDER THE FULL LENGTH OF THE PAN SECTION. 5. SUPPORTING BEAM SURFACE MUST BE LEVEL 00 NOT LEVEL THE UNIT BY PLACING SHIMS BETWEEN THE UNIT MOUNTING FLANGE AND THE SUPPORTING BEAM. 8. ANCHORING ARRANGEMENT SHOWN HAS A MAXIMUM WIND RATING OF 30 PEE ON CASED VERTICAL SURFACES. 1. THE FACTORY RECOMMENDED STEEL SUPPORT CONFIGURATION IS SHOWN. CONSULT THE FACTORY FOR ALTERNATE SUPPORT CONFIGURATIONS. B. UNIT SHOULD BE POSITIONED ON STEEL SUCH THAT THE ANCHORING HARDWARE FULLY PENETRATES THE BEAM'S FLANGE AND CLEARS THE BEAM'S WEB, EVAPCO, INC. Tne HEATER LOCATION I LJWT: 3Mx18/24/36 FORCED DRAFT TOWER /CONDENSER /COOLER DWG. # HLPCTMEI -DA -08 FAN SIDE 121 2 t 316 f (2)THERMOSTAT 017- 0000SP (ONE EACH END) (2)BULB WELL 017- 00006P (ONE EACH END) OPP. CONN. END VIEW 41 1 10411 47 f 11941 f 68 61 (2)HEATER CONTROL PANEL (OPTIONAL, SEE WIRING DIAGRAM) (ONE EACH END) l- (2)LWCO COVER PLATE (INSIDE UNIT) (ONE EACH END) (2)LWCO 017- 00207PA (ONE EACH END) 6 (2)IMMERSION HEATERS (ONE EACH END) L 13 1J2 f 3431 t 1521 NOTES: 1. A MINIMUM OF CLEARANCE IS REQUIRED BETWEEN THE HEATER OUTLET BOX AND THE NEAREST OBSTRUCTION FOR REMOVAL OF THE HEATER. 2. ALL NIPPLES ON UNIT ARE NOT SHOWN IN ORDER TO CLARIFY HEATER COMPONENT LOCATIONS. 3. ALL HEATER COMPONENTS BY EVAPCO ARE FACTORY MOUNTED WHEN POSSIBLE. 4. DIMENSIONS LISTED AS FOLLOWS: ENGLISH IN [METRIC] [mm] NOTES; LI UNE VOLTAGE: L3 • 1110 ► i "I 4; 3 ►• •LIR• Z ► -- ALL HEATERS AND CONTROLS NOT PROVIDED BY EVAPCO TO BE INSTALLED AND WIRED BY OTHERS — ALL POWER WIRING BY OTHERS — ALL FIELD WIRING BY OTHERS U L2 L3 1. DASHED LINES INDICATE FIELD WIRING. 2. THE HEATERS HAVE BEEN SIZED TO MAINTAIN 40'F PAN 3. ALL COMPONENTS BI BY EVAPCO 4 ENCLOSURES. 4. AUXILIARY N.C. CONTACT INTERLOCKS IMMERSION HEATERS WITH SPRAY WATER CIRCULATING PUMP TO DE— ENERGIZE HEATERS WHEN SPRAY PUMP IS RUNNING. • 5. (1) CONTACTOR IS SUPPLIED FOR EVERY (2) HEATERS — CONTACTOR SHOULD BE WIRED WITH SEPARATE SUPPLY TERMINALS FOR EACH HEATER. 6. (1) CONTACTOR IS SUPPLIED PER CELL OF A MULTICELL UNIT — PROVIDES FOR INDIVIDUAL CELL OPERATION 1 KW IMMERSION HEATER UM' 1 OH A IF PUMP PITERLOGK USED, REMOVE JUMPER IMMERSION HEATER BY: LOW WATER CUTOFF /THERMOSTAT CONTROL BY: On) 120V (X2) • THERMOSTAT 0 BLUE RED a LOW WATER CUTOFF Eir EVAPCO 0 OTHERS ,..,/ I EVAPCO 0 OTHERS AUXILIARY N.C. PUMP INTERLOCK BY: Q EVAPCO MOTHERS HEATER CONTROL PANEL BY: ❑ EVAPCO 0OTHERS TRANSFORMER BY: ❑ EVAPCO 0 OTHERS HEATER CONTACTOR BY: ❑ EVAPCO DOTHERS FUSED DISCONNECT BY: (] EVAPCO ❑OTHERS a LTI - TERMIMI. POINT A - REJWTE DEVICE Guarantee of Thermal Performance by EVAPCO EVAPCO unequivocally guarantees the thermal performance of its equipment as shown on the certified drawings, when the equipment is installed in accordance with good engineering practice. If after Installation and start -up there is any question regarding thermal performance of the equipment, at the owner's request EVAPCO will send its engineers to the jobsite to conduct a performance test. This test may be observed by the owner and the consulting engineer or by their authorized representatives, If the results of the evaluation show the equipment to be deficient, EVAPCO will make the necessary repairs or alterations to correct the deficiency at no cost to the owner. If the equipment is found to be performing in accordance with its certified drawing, the owner is expected to reimburse the company for its costs associated with this performance test. +_+ Aos2636 -4 : 14- :47 , 474.:41 . 4:+:4..v.--4.4. .er t 4iil � h r ih� l l il rvfi3•�17i i 1�yj '.755 r 'r r 't ' '• i ir•, r 1' f1 . l�` Nj •" { i t 1Sj f�iC� { s. cr :VI! • _ ref rl Prepared By: Concurrence: Concurrence: Concurrence: BOEING FACILITt SERVICES- SEATTLE REGION SPECIFICATION FOR REPLACEMENT OF THE 11 -14N ROOF MOUNTED COOLING TOWER Lee M Thomas Boeing Duwamish Campus Building 11 -14N November 15, 2006 Job Number 556553 -01 Pi te COPP Pe -- -'t No L. M. Thomas, Mechanical Plant. Erring Wyman D Henckel W.D. Henckel, MechanN1`Pant'Engineering Lead. Steve S Hitchcock Z °" S.S. Hitchcock, Fteottipal Plant Engineering Paul Re ds Manager CAS Maintenance Boeing Shared Services Facilities Department Plant Engineering Seattle, Washington • Date: 11/ i 5/2006 Date: 11/15/2006 Date: 11/15/2006 Date: CODE REVIEWED OR COMPLIANCE -_ $Opfllocr MAR 2 2007 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 6 2007i \\ Fil nw 0 6\ facprojects\Projects \Seattle \I 1- Duwamish Park \I I - 014N \556553 -0I-Replace Cooling Tower \Meth \MSW\I I. PERMIT CENTER I4 wkscp I _CoolTwr V3.doc November 15, 2006 4:40:36 PM M O1o4A Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS 1.1 SCOPE OF WORK 1.1.1 General This specification establishes the requirements for the remova existing cooling tower and installation of a replacement unit l on the roof of the 11 -14N building as described in this specif al i p and referenced drawings. The building is located at 2925 Sot1tl 112th Street, Seattle WA. 98168. See Enclosure A for markqh6ing approximate cation of the building. '- 1.1.2 The Scope of Work includes but is not lim to Taking field measurements and insp s talled cooling tower CT- 1N and building interfaces as req - o •rovide correct fabrication of new s to be installer is the existing penthouse with a minimum of field rework A `�. Procuring a aceme f fohe existing cooling tower CT -1N per provided Boeing sp ei c'aion in Enclosure B. Provide dimensional data for any iiftga o s for fixed building structures such as roofing and support sA, + 'ethat must be modified to interface with the unit. t be capable of running from 460 volt 3 phase olt 1 phase control power. The replacement unit must to`i'ave heat rejection properties equal to or greater than the c installed unit. i, ti. ng the existing cooling tower for removal and transport down to ound level. Modify the roof structure on the cooling tower room as needed to provide lifting clearance. Remove existing utility connections as needed to allow the cooler to be lifted clear of the building and placed on the ground. Disassemble the existing cooling tower in place as needed prior to removal. Page 2 of 17 \\Fil-nw06-06 \facprojects\Projects\ Seattle\ 1 I -Duwamish Park \l I- 014N\556553 -0I-Replace Cooling Tower\Mech\MSW\ I I - I 4 wkscp I_CoolTwr V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued) . 1.1 SCOPE OF WORK ( Continued ) 1.1.2 The Scope of Work includes but is not limited to ( Continued ): Removing the existing cooling tower from the roof. Devices components removed shall remain property of the building disposed of in accordance with the instructions of the Boe' oject Ti e main and pony e fan motors shall } d over to Boeing Facilities Services at the building location& �. Transporting the new cooling tower to a stagi r? are (to be identified) at 11 -14N and preparing location for instaof the new tower. Verify all equipment interfaces are corm "t ° ly ed and positioned with the proper hardware available to maco e'ctions. Installing the new cooling tower in the cooling tower room on top of 11 -14N. Mount cooling tower to't* il'ding structure. Connect existing piping systems, electrical4fterfaces and, control systems to the new tower. Perform leak te, Cof` , stalled cooling tower and piping system back to first upstrea4 and downstream isolation valves. Performing n tti a rer's recommended start up and acceptance tests. Sup rB�eemg Facilitities Services in performing laser alignmen of motor and fan drive system. Re,(oration of the job site, staging areas, and other areas used to oz� cond after completion of each phase of the work and after tnpletion of the total job. Page 3 of 17 \ \ Fil - nw06 -06\ facprojects \Projects\ Seattle) 1- Duwamish Park \l I -014N\556553-0 I -Replace Cooling Tower\Mech\MSW \1 I- 14 wkscpl_CoolTwr V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.2 REFERENCES Autocad Release 2006 Drawings: Architectural Drawings: 11- 14N -A0 11- 14N -A1 11- 14 -A555 11- 14 -A556 11- 14 -A557 11- YRD -A3 Structural Drawings: 11 -14 -5503 Electrical Drawings: 11- 14N -E4A. 11 14 -ES 11- -,1.4N" PE 11 OR 144N - PE 110 Cover Sheet Drawing Index and Notes Building Exterior Elevations, Raster Conversion of Sheet A -18 Enlarged Yard Co>ioite,Plan Enlarged Penthouse Plan North Composite. and Plan — Duwamish Towers S1ab.Penetration Details • x.� One Line Diagram UPS and Emergency Power 1 -Line 208Y/120 Volt Power Main Feeders Removal 277/480 Volt System Page 4 of 17 \ nw06- 06 \facprojects \Projects \Seattle \I I -Duwamish Park \l 1 -014N \556553 -0I- Replace Cooling Tower \Mech \MSW\I I- I 4 wkscpI_CooITwr V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.2 REFERENCES (Continued) Mechanical Drawings: 11- 14N -RFM3 11-1 4N -RFM 1 OR 11- 14N -RFM 10 11- 14N -RFM 11 1 1- 14N -PM 1 OR 11- 14N -PM10 11- 14 -M310 11- 14 -M326 11- 14 -M328 11- 14 -M526 11- 14 -M540 11 14 - MS55 Controls"' Mechanical Drawings: "x171` 14N-PE210 Composite Roof Plan — North Tower Partial Roof Plan — North Half - Removal`., Partial Roof Plan — North Half Partial Roof Plan HVAC Systems — HVAC Systems 11- 14 -E500 -EMCS CMCS Trunk Riser Diagram 11- 14 -E504 -EMCS CMCS — MBC -4 Panel Layout — South Half Penure,- Removal u } ouse Control Diaggai 11 -14N Cooling Tower HVACP,iprlg "Schematic C:?ontroISequences 11 -14N Cooling Tower 1AC Piping Details — North Tower HVAC Schematic Control Diagram — North Cooling Tower 11 - 1.6' 11 -14N Cooling Tower Details CMCS Controls — Penthouse Plan Page 5 of 17 \\Fil - nw 06 -061 facprojects1Projects \Seattle \1I - Duwamish Park \11 - 0141\1\.556553 -0I-Replace Cooling Tower\Mech \MSW\ I I - 14 wkscpI_CoolTwr_V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.3 CODES, STANDARDS AND APPROVING AGENCIES 1.3.1 Applicable Codes All work shall comply with the requirements of: A) 1993 or Latest Edition of NEC B) All applicable State and Local Codes. C) OSHA Part 1518, Safety and Health Rulations for Construction Chapter XIII of Title 29. €4 e of Federal Regulations. 1.4 PERMITS 1.3.2 Internal Review A) All work shall ,;t t the approval of Boeing Plant En ineering e , g anent. 1.4.1 Contracto1 in A) ; Th ontractor shall give all necessary notice, obtain all its and pay all fees and other costs in connection with this work. D) UMC, latest edition. Contractor to Deliver to Owner's Representative The contractor shall file all necessary plans, prepare all documents and obtain all necessary approvals of all governmental departments having jurisdiction, obtain all certificates of inspection for the work and deliver same to the Owner's representative before request for acceptance and final payment for the work. Page 6 of 17 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \I I -Duwamish Park \11- 014N\556553 -0I- Replace Cooling Tower \Mech \MSW\I I - I 4 wkscp l_CoolTwr_V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.5. CONTRACTOR QUALIFICATIONS 1.5.1 Contractor Shall be Licensed 1.5.2 The Contractor shall be licensed to perform work in the locati ie installation. 1.5.3 Contractor Shall be a HVAC Installer 1.5.4 The Contractor shall be regularly engaged in the Systems and have the capability to service thi Contractor shall have demonstrated experie this scope. The contractor shall furnish list of installations that he has satisfa be complete with owner, name an the project. Contact phone n 1.5.5 Sub- Contractors .6 Site Supervisor taNtion of HVAC yste in the field. The ith installations of g Company with a ` s mpleted. The list shall tiari and date of completion of s fgr'each job shall be provided. J.a e The supplier of the liiig,tower shall be an authorized sales and service agent for 7 619ipment nt provided covering the installation location. The '. estbr may contract portions of the system to a subcontractb 'e Contractor will be accountable for the overall system p fo ce. The subcontractors selected by the Contractor shall e enced in the task being performed and be supervised by the y ;' s actor during installation. The Contractor shall submit a list of bcpactors to be employed during this project to Boeing at the time thi original bid. Boeing reserves the right to reject any subcontractor. The Contractor shall provide a competent supervisor during construction and testing to have full charge over the work. He shall make himself available to the Owner's representative. He shall have the authority to represent and commit for the contractor in the negotiation of all changes and modifications. Page 7 of 17 \\ FiI- nw06- 06 \facprojects\Projects\Seattle \I I -Duwamish Park \l 1 014N\556553 -01- Replace Cooling Tower\Mech\MSW\I I - 14 wkscpI_CoolTwrV3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.6 WORKMANSHIP 1.6.1 Skilled Workmen 1.7 SITE CONDITIONS The work shall be performed by workman, skilled in their particu trade. This includes all work necessary to properly complete file, installation in workmanlike manner, so as to present a neat � finished appearance to this job. 1.6.2 Licensed Workmen Where required by local governmental agen s the workman shall be properly licensed. 1.7.1 Drawings Diagrammatic The Contractor is advised`tlat4oeing's drawings are diagrammatic in nature and do not intatp slow all details. The Contractor is expected to provide all miscelatreous parts and labor required to install a complete workal e seem. The Contractor shall visit the site to verify utilities, dim nsi > s, and possible interferences. Should the content of id tict these sped ns and references fail to define the requirements q nts or actual siteonnditions to the extent that the system may not perform its intedJunction, the Contractor shall inform the Owner's representative. The Owner's representative will provide the necessary ireetion to resolve any deficiencies. Site Conditions The Contractor shall coordinate with the Owner's representative to define where the contractor can store tools, equipment and other materials for this project. The area shall be kept clean and neat at all times. Since the 11 -14N building is an occupied office building, the Contractor shall be responsible for restoring all construction areas to usable conditions at the end of each shift of work. This includes replacing any ceiling tiles removed for construction and returning construction materials back to the storage area. Page 8 of 17 \ \Fil nw 0 6 \facprojects \Projects \Seattle \I I- Duwamish Park 11 -01011.556553-01-Replace Cooling Tower\Mech \MSW\I 1- l4 wkscpl_CooITwr V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.7 SITE CONDITIONS ( Continued ) 1.7.3 Building Occupany Floor 2 through 5 of 11 -1 aN ire a normal office type occupan the bulk of the occupancy weekdays from 5 AM to 5 PM. floor of 11 -14N contains the Boeing CAS Operations Cen enw(iich is occupied 7 x 24 7 days per week. Work for the coolingwer replacement must be planned to have minimal impaon,the Operations Center. Work which will impact that aka m'tist be pre - palnned wnad approved with the Boeing Project,Maager. 1.7.4 Tower Replacement Schedule The 11 -14N cooling tower replac si` e v= mist be planned and scheduled to allow the installed and teste t wer tb be put into service before the anticipated cooling season s in "007. The first floor air conditioner will be capable of being c{o flr?nected to the 11 -14S fluid cooler afer installation of isolatio „ales m the cooling water loop planned under job 150689 -00. Thi ob ii- currently under construction and can be statused by conta �'`` Y i ts Boeing Construction Manager, Bill Printy, at (206) 544-67 1.7.5 Site Seci t • The 'so _ , actor will be responsible for the security of all items stored lc; - ea and complying with all Duwamish Site security ations. These security regulations may require US citizenship for itte access. Other Trades The Contractor is advised that other trades may be working in the same area at the same time. The Contractor shall coordinate his activities with those of the other trades to minimize interference with each other. Rework necessary due to this contractor's failure to coordinate his work with the other trades will be the responsibility of this Contractor. The Owner's representative will have final authority to direct the sequence of work of all trades. Page 9 of 17 \\Fil- nw06- 06 \facprojects \Projects \ Seattle \ I I - Duwamish Park\ I - 014N \556553 -01- Replace Cooling Tower\Mech\M S W\ 1 l - l4 wkscpl_CoolTwr V3.doc November 15, 2006 4:40:36 PM 1.0 GENERAL REQUIREMENTS ( Continued ) 1.8 PROTECTION OF UTILITIES 1.8.1 Locate Existing The Contractor shall locate and carefully protect all existing uti1itj and building services to prevent damage to such installatio s`tro n executions of this contract. Where necessary, reroute, remePor divert such installations so their use will be uninterrupte'R any damage occurs, the Contractor shall immediately reps jr`tp_ original conditions at no cost to the Owner. .. 1.8.2 Drilling of Structure Openings required in the building co tale, tion for the work shall be done by drilling. Use of jack ham >. s,specifically prohibited. Such drilling shall be done so as not tc ;detrac`t from structural or other characteristics of the building or'Its system or components. Refer to sheet 11 -14 -5503 for limitat'ionsron drilling the post tensioned slab. Drilling of conci eror other work which creates objectionable noise shall be con veto times approved in advance by the Owner's representative, 1.8.4 Site'toration rr , e:>Contractor shall do all necessary painting, patching and clearing of r l debris, surplus materials, etc., resulting from his work or operation, leaving the job and equipment furnished in a clean, operable and first - class condition. In addition daily housekeeping is required. 1.8.3 Drilling Times Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.8.5 Fire Penetrations Ft . y , If the Contractor penetrates or violates any building fire wall/barrier, the penetration must be made with U.L. listed devices, sealants, and methods or means approved by the Owner's representative. Page 10 of 17 \\ Fil- nw06- 06 \facprojects\Projects \Seattle\ 11- Duwamish Park \ 1 I - 014N\556553 -0I - Replace Cooling Tower\Mech \MS W\ 1 I - I 4 wkscpl_CoolTwr_V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.9 DOCUMENTATION 1.9.1 Submittals A) AP, CpAtractor shall submit with his bid: 1. List of subcontractors 2. List of previous installations. 3. Proposed Construction Schedule a W ` Sequence 4. Commissioning procedure on B) Other required submittal databe delivered to the Owner's representative within 30 a c,nrdaysafter award of contract. C) Submittals shall shovoplete system plans and details as required to clear ate the design, including a material list describing a11 posed materials by Manufacturer's name and catalog flu ' D) The sharLdr shall include schematic wiring diagrams slipWi gfiystem operation, functions and connections to ec} i lent provided under other portions of this contract. A escription of the system operation shall be included. The Contractor shall not start any construction prior to acceptance by the Owner's representative of the shop drawings. F) Submittal drawings shall be either be provided in electronic format on PC DOS format diskettes in Autocad Release 2004 file format or on mylar reproducible sheets. 5 sets of paper copies of prints and catalog cuts showing Manufacturers equipment shall be provided for paper submittals. Page 11 of 17 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \11 - Duwamish Park \1 1- 014N\556553 -01- Replace Cooling Tower \Mech \MSW \1 I 14 wkscpl_CoolTwr V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.9 DOCUMENTATION ( Continued ) 1.9.2 Operation and Maintenance Manuals A) The Contractor shall furnish 5 copies of operation and maintenance manuals in an indexed hard bound noteI pages shall be the same size, except for allowable pages for shop and wiring diagrams. The max' size of fold -outs shall be 11" x 22 ". A duplicate set sized prints of drawings in the manuals shall be provide B) The manual shall include the follo 1. Operating instruction w systems and equipment. 2. Maintenance ' s ?- coons and schedules for all new equipment dl ' ems. ``tom 3. As -b t sh 9p''drawings and wiring diagrams reduced for f g- 4. eproducible copy of the wiring diagrams. 1.9.3 Project Sauling Ai P1"or th a start of construction, the Contractor shall identify major J i nbustiuction milestones and submit a project schedule for Customer .view and approval. During construction, the Contractor shall provide a weekly update on the project progress to the Customer including progress on completing construction milestones. J 1.9.4 Commissioning Procedure A) Prior to the start of construction, the Contractor shall provide a written outline of the steps to be used in verifying proper installation and operation of the new cooling tower. Page 12 of 17 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \I I -Duwamish Park \11- 014N\556553 -01- Replace Cooling Tower\Mech\MSW\1 I - 14 wkscpl_CoolTwr_V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 1.0 GENERAL REQUIREMENTS ( Continued ) 1.10 GUARANTEE 1.10.1 Guarantee The replacement HVAC system shall be guaranteed for one year,; against defective equipment, materials, and workmanship. Th of the Contractor under this guarantee shall include repairroi replacement of defective equipment, materials, or worlship including motors under VFD control., 1.10.2 Guarantee Start The guarantee period is to begin on the d to '" \ &-equipment is placed in operation at the Customer's request f venience or from the date of acceptance which ever oc 1.11 FINAL ACCEPTANCE 1.11.1 Final acceptance and p n rri -will be based on completion of the following: dam, A) Compl approval of acceptance test. '% B) C thip1i of punch list items. C) elivery of as -built drawings and manuals. l Cleanup of installation site to the satisfaction of the Customer's representative. • Page 13 of 17 \\ FiI nw06- 06\ facprojects\Projects \Seattle \11 - Duwamish Park \l I -014N\556553-0 I -Replace Cooling Tower\Mech\MSW\ I I - 14 wkscpI_CoolTwr_V3.doc November 15, 2006 4:40:36 PM i' ity 2.0 PRODUCTS 2.1 GENERAL All products shall be U.L. listed for the proposed use. 2.2 MATERIAL AND EQUIPMENT 2.2.1 Existing Cooling tower CT -IN Specification for Replacement of Roof Mounted EVAPCO Cooling Tower A) The currently installed cooling tower is an ETqo'Iodel LSTA -10 -187, Serial Number 883091. It ws procured and installed as part of the building original design and construction. The shipping weight of • "t was 13,010 pounds. The operating weight w {{ a:. 2 I pounds. FF i B) The ratings for the unit w asJis ed: Flow Capacity — 2,303 gpm, Water Inlet 91F, Water Outlet 81F, Air Wet Bulb 67F. Fan Ratings: Main (e as hp ), Pony (2 each 15 hp ). 2.2.2 Replacement Cooling A) The contrah' CT -1N pE tow e-T-1N ictail procure a replacement for cooling tower (Boeing specification provided in Enclosure B. Page 14 of 17 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \I 1- Duwamish Park \I 1- 014N\556553 -01- Replace Cooling Tower\Mech \MSW\1 I - 14 wksepl_CoolTwr V3.doc November 15, 2006 4:40:36 PM 3.0 EXECUTION 3.1 GENERAL The purpose of this section is to describe the replacement of the Evapco cooling tower located on the roof of the 11 -14N building. 3.2 ELECTRICAL INSTALLATION Connections to the existing field sensors and newly installed fe units, shall be made using methods which comply with the a p1icatile electrical codes. All wiring shall be legibly marked at both terminal dso correspond with wire numbers indicated on the Contractor provi. .ings. All wiring shall be per National Electric C 4anaWAC codes. All stranded wires terminated on a t7iiiival.strip shall be attached by means of wiring lug. All wiring shall be neb*lied and secured with the enclosures. All HVAC control system shall be in conduit. All conduit used indoo 11- e EMT, except where flex is specified. Conduit shall be seer as provided by the applicable codes. Lateral runs of plenum rated cab's e located above any ductwork or piping in the area. Conduit and wirh shall be parallel to the building axis. Conduit and cabling sha .- outed to provide at least 12 inches of clearance from the top of suspe Ted tiles and grid, and lighting fixtures. Winng electrical and control panels shall be grouped and bundled in tie - f �. wr,appedwire bundling. "'`Connections to the existing field sensors and newly installed field interface units, shall be made using methods which comply with the applicable electrical codes. Specification for Replacement of Roof Mounted EVAPCO Cooling Tower Page 15 of 17 \\Fil- nw06- 06 \facprojects \ Projects \ Seattle \I 1- Duwamish Park \l 1- 014N\556553 -01- Replace Cooling Tower\Mech\MSW\11- 14 wksepl_CoolTwr_V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 3.0 EXECUTION ( Continued ) 3.3 MECHANICAL INSTALLATION The contractor shall provide a safety plan prior to starting work. The plan shall be subject review and approval by the Boeing Project Manager. The contractor shall dismantle the existing cooling tower as needed, disconnecting piping and control interfaces, and removing any waste material gPP g contained inside the existing cooling tower. The contractor shall be responsible for providing a meansppf lifting the existing cooling tower from the penthouse down to greiu id coordinating the transport with the Boeing Project manager to Okideparking level space as reqired for staging the lift equipment, the ex's ' " over, and the new The contractor shall be responsible for gin (he lifting equipment at the scheduled date and time in the pace,iviii4ed, for relocating the exsitng cooling tower down to ground levvLarfd.inoving the new cooling tower from its ound level staging locati �' g� g installaed position in the 11 -14N penthouse. The contractor shall kac011bnsible for any necessary rerouting and reconnection of a, ljqpf4geand control systems needed to place the new cooling tower in tery ce The contractor shall also contracto for an authorized Seimens B 'gology controls installer to revise the building control ( CMCS ) needed to control and operate the new cooling tower. i Page 16 of 17 \ \Fit- nw06- 06 \facprojects \Projects \ Seattle \l I -Duwamish Park \I 1- 0I4N\556553 -0I- Replace Cooling Tower\Mech\MSW\11- 14 wkscpl_CoolTwr V3.doc November 15, 2006 4:40:36 PM Specification for Replacement of Roof Mounted EVAPCO Cooling Tower 3.0 EXECUTION ( Continued ) 3.4 INSPECTION AND TESTS The Contractor shall arranged and pay for the permits and inspection as necessary to obtain complete project. The Contractor shall deliver certificates of all such inspections to the owner's representative. Any tests called for by the manufacturer shall be witnessed by the' Owner's representative. The replacement cooling tower shall be inspected and t t by factory trained technicians prior to being into service. A. The Contractor shall prepare system commissi m procedures for Boeing review and approval then execute those co ' sdling procedures. The final r � s i commissioning procedures shall check test the completed cooling tower and prove that it is fully operati al in all details and levels. Page 17 of 17 Fi l nw06- 06 \facprojects\projects \ Seattle \11 - Duwamish Park \ 11- 0 I4N'556553 -01-Replace Cooling Tower\Mech\MSW\I I- l4 wkscpl_CootTwr V3.doc November 15, 2006 4:40:36 PM Enclosure A: General Location of Work Page A l of 1 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \11- Duwamish Park \11- 014N\556553 -01- Replace Cooling Tower\Mech\MSW\ 11- 14_wkscp 1_CoolTwr_V3. doc November 15, 2006 4:40:36 PM Enclosure B: EVAPCO LSTA COOLING TOWER REPLACEMENT SPECIFICATION Furnish an direct replacement for an EVAPCO Model LSTA -10 -187 cooling tower. The unit shall have the capacity to cool 2,303 GPM of water from 91F to 81F with a 67Fentering wet bulb temperature. Unit height shall not exceed 16'. The unit shall be used to replace an existing Evapco LSTA -10 -187 in the 11 -14N roof mechanical penthouse. The new unit shall be configured to replace the existing unit with minimal modification to the building. Seisimic Criteria The cooling tower shall be designed, fabricated, and installed as a 2003 IBC imic Group 1 Category D system component per the parameters identified on a4ng sheet 11- 14N -A0 in the code summary. f., The tower and its attachments to the building shall comply wi99.1aV003 Section 1621. Attachment points for the new cooling tower shall include seirnirestraints sized to resist the loads identified. g The intent of this criteria section is to ensure the new w as the same general seismic resistance as the building itself and that the towern "wilding interfaces will survive normal regional seismic activity with minimal a Basin and Casing .A The casing shall be constructed -235 hot -dip galvanized steel for long life and durability with a straight side ood. The sump basin shall be stainless steel. The pan/fan section shall include fan41d,clrives mounted and aligned at the factory. These items shall be located in the dry ge " fig' air stream to provide maximum service life and easy maintenance. Stanrdsin accessories shall include circular access doors, Type 304 stainless steel strain wastewater bleed line with adjustable valve and brass make -up valve with h ,c4 robe electric water sensor. The fan inlets shall be equipped with safety screens for` " rsonnel protection. 11/15/06 4:40:36 PM Page B1 of 4 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \11 - Duwamish Park \11 -014N \556553 -01- Replace Cooling Tower \Mech\MSW\11- 14_wkscpl_CoolTwr V3.doc Fans Fans shall be forwardly curved centrifugal type of hot -dip galvanized construction. The fans shall be factory installed into the pan/fan section, and statically and dynamically balanced for vibration -free operation. Fans shall be mounted on either a solid steel shaft or a hollow steel shaft with forged bearing journals. The fan shaft shall be supported by heavy -duty, self - aligning bearings with cast iron housings and lubrication fittings for maintenance. Drive The fan drive shall be V -belt type with taper lock sheaves desidr.150% of the motor nameplate horsepower. Drives are mounted and aligned at t1p fa Fan Motor a Two 50 HP TEFC ball bearing fan inverter _ > ors with 1.15 service factor shall be furnished suitable for outdoor service on ,&6dvol L s, 60 hertz and 3 phase shall be provided as the high speed fan motors,` Ss 'shall be mounted on an adjustable base. Enclosure B: EVAPCO LSTA COOLING TOWER REPLACEMENT SPECIFICATION Split Casing The casing shall be d to allow operation of the tower as two independent halves to allow maintenancq,0 be performed on one half without impacting the operation of the other. This shall inc`de an internal partition to split the tower into two halves, independent terdistribution system and media, and two independent basins. 11/15/06 4:40:36 PM Page B2 of 4 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \11 - Duwamish Park \11- 014N\556553 -01- Replace Cooling Tower\M ech\MS W\ 11- 14_wkscp 1 _CoolTwr_V 3. doc Fill Eliminators Tower Dampers Enclosure B: EVAPCO LSTA COOLING TOWER REPLACEMENT SPECIFICATION The cooling tower fill shall be PVC (Polyvinyl Chloride) and shall be self - extinguishing for fire resistance with a flame spread rating of 5 per ASTM E84-81a. It shall also be resistant to rot, decay or biological attack. The fill shall be able to withstand a water temperature of 130 °F (54.4 °C). Water Distribution System 6 4 4 The spray header and branches shall be constructed of Schedule 40, pG1 'vinyt`Chloride (PVC) pipe for corrosion resistance and shall have a steel connection to attach the external piping. The water shall be distributed over the fill by pry molded ABS spray nozzles with large 3/8 by 1 inch (9,5 mm by 25,4 mm) ci`ri i •penings and integral sludge ring to eliminate clogging. The internal tower watt i bution piping shall be removable for cleaning purposes. (1 The eliminators shall be constructed enTyttinert polyvinyl chloride (PVC) that has been specially treated to resist ultra YO. l'ght. They shall have a hooked leaving edge to direct the discharge air away fro di - • s to minimize recirculation. Tower dampers and°amper drive motors shall be used to open and close the damper based on wate cirffulation or fan start up. 11/15/06 4:40:36 PM Page B3 of 4 \\Fil-nw06-06\facprojects\Projects\Seattle\ 1 1-Duwamish Park \11- 014N\556553 -01- Replace Cooling Tower\Mech\MSW\11- 14_wkscp 1_CoolTwr V3.doc Accessories Dual 5kw rated basin heating system shall be provided operating at 460 volts, 3 phase for each basin. Finish All pan and casing materials shall be constructed of G -235 heavy gauge mitl t -dip galvanized steel for maximum protection against corrosion except the sump asps which shall be stainless steel. During fabrication, all panel edges shall be coated 'ti a 95% pure zinc -rich compound. -k. System Operation Enclosure B: EVAPCO LSTA COOLING TOWER REPLACEMENT SPECIFICATION 1 `t3� i The cooling tower shall be configured to allow opr the following sequence of increasing heat rejection: 1) Stage 1 — Water S • y`vnty 1 st half, 2) Stage 2 — Water Spray only 2nd half, 3) Stage 3 — fan #1 on . e r 'iodulates to maintain set point, 4) Stage 4 — fan #2 on and modulates to maintain set.. ' if fan #1 reaches switch point. When either a fan is on, the associated tower dampers are commanded open. 11/15/06 4:40:36 PM Page B4 of 4 \\ Fil- nw06- 06 \facprojects\Projects \Seattle \11 - Duwamish Park \11- 014N\556553 -01- Replace Cooling Tower \Mech\MSW \11- 14_wkscpl_CoolTwr V3.doc 4,, i II a �yiiry LSTB SERIES FORCED DRAFT COOLIN EVAPCO, Inc World Headquarters Research /Development Center EVAPCO, Inc. P.O. Box 1300 Westminster, MD 21158 USA Phone: (410) 756 -2600 Fax: (410) 756 -6450 E -mail: marketing @evapco.com EVAPCO, Inc. 5151 Allendale Lane Taneytown. MD 21787 USA Phone: (410) 756 -2600 Fax: (410) 756 -6450 E -mail: marketing@evapco corn EVAPCO Midwest 1723 York Road Greenup. IL 62428 USA Phone: (217)923 -3431 Fax' (217) 923 -3300 E-mail: evapcomwi?rr1.net EVAPCO West 1900 West Almond Avenue Madera. CA 93637 USA Phone: (559)673 -2207 Fax. (559) 673 -2378 E -mail contact @evaperwest.com EvapTech, Inc. A wholly owned subsidiary of Evapco. Inc 8331 Nieman Road Lenexa. KS 66214 Phone: (913) 322-5165 Fax: (913) 322.5166 E relit: rnarketag@evaptechInc.com PA, Rigging and Assembly Instructions EVAPCO Products are Manufactured Worldwide EVAPCO Asia /Pacific EVAPCO China Suite D. 23rd Floor. Majesty Building 138 Pudong Avenue Shanghai, 200120, P.R. China Phone: (86) 21-5877-3980 Fax. (86) 21-5877-2928 E -mad: evapcochina @evapcochina.com Rooftop Air: Units Sales Office EVAPCO Iowa 1234 Brady Boulevard Owatonna, MN 55060 USA Phone: (507)446 -8005 Fax: (507) 446-8239 E -mail: evapcomn @evapcomn.com Refrigeration Valves & Systems Corporation A wholly owned subsidiary of Evapco. Inc. 1520 Crosswind Dnve Bryan. TX 77808 USA Phone: (979) 778 -0095 Fax: (979) 778-0030 E -mail: rvs @rvscorp.com McCormick Coil Company, Inc. A wholly owned subsidiary of Evapco. Inc. P.O. Box 1727 6333 S.W. Lakeview Boulevard Lake Oswego. OR 97035 USA Phone: (503) 639 -2137 Fax: (503) 639 -1800 E -marl: mac(nmmccoil.com EVAPCO Iowa 925 Quality Drive Lake View. IA 51450 USA Phone: (712) 657.3223 Fax: (712) 657 -3226 Tower Components, Inc. A wholly owned subsidiary of Evapco. Inc. 5960 US HWY 64E Ramseur, NC 27316 Phone: (336) 824 -2102 Fax: (336) 824-2190 E -mail: lowercomp@earthrink.net EVAPCO Europe EVAPCO Europe, N.V. Heersterveldweg 19 Indusliezone.Tongeren -Oost 3700 Tongeren. Belgium Phone (32) 12- 395029 Fax: (32) 12- 238527 E -mail: evapco.europe @evapco.be EVAPCO Europe Sales Office EVAPCO Europe, GmbH Bovert 22 0-40670 Meersbusch, Germany Phone: (49) 2159-69560 Fax: (49) 2159-695611 E -mail: sluries@evapco.de EVAPCO Europe, N.V. Heersterveldweg 19 I.ndustriezone, Tongeren -Ocst 3700 Tongeren, Belgium Phone: (32112-395029 Fax: (32) 12-238527 E -mail: evapco.europe @evapco.be EVAPCO Europe, S.r.l. Va Crro Menotti 10 1-20017 Passirana di Rho Milan. Italy Phone: (39) 02-939-9041 Fax (39) 03 - 935 -00840 E -marl: evapcoeurope @evapco.it EVAPCO Europe, S.r.l. Via Dosso 2 23020 Piateda Sondrio. Italy Evapco S.A. (Pty.) Ltd. 18 Quality Road Isando 1600 Republic of South Africa Phone. (27)11 392 -6630 Fax: (27)11 392 -6615 E-mail: evapco@iicon.co.za Bulletin 121A EvapTech, Inc. Field Erected Division EvapTech, Inc. A wholly owned subsidiary of Sconce. Inc. 8331 NiemanRoad Lenexa. KS 66214 Phone: (913) 322-5165 Fax: (913) 322-5166 E -mail: marketing @evaptechinc.l•.om Tower Components, Inc. Components Division Tower Components, Inc. A wholly owned subsidiary of Evapco. Inc. 5960 US HWY 64E Ramseur, NC 27316 Phone: (336) 824 -2102 Fax: (336) 824.2190 E -mail: toweroomp @earthlmk.net EVAPCO Products are Manufactured Worldwide Beijing EVAPCO Refrigeration Equipment Co., Ltd. Van Qi Industrial Development District Huai Rou County, Beijing, P.R. China Postal Code 101407 Phone: (86) 10-6166-7238 Fax: (86) 10-6166-7395 E -mail: evapcobj @evapcochina.cam Shanghai Hezhong EVAPCO Refrigeration Equipment Co., Ltd. 855 Yang Tar Road Bab Shan Area. Shanghai. P.R. China Postal Code 201901 Phone: (86) 21-5680-5298 Fax: (86) 21-5680-1545 E -mail: evapcosh @evapcochina.com Aqua - Cool Towers (Pty.) Ltd. 34-42 Melbourne Street P.O. Box 436 Riverstone. N.S.W. Australia 2765 Phone: (61) 29 627 -3332 Fax: (61) 29 627 -1715 E- mail: sales @aquacoolingtowers.com.au Tiba Engineering Industries Co. 92 Asma Fahmi St. ARD EI- Golf - Heliopolis, Cairo. Egypt � RECEIVED Fax: (202) 290-0892/(202) 414 11 n OFF TaKwILA E -mail mansgroup @tedata.neLegMAR 2 6 7007 IT'CENiER CORRECT •, m .4: An • LSTB Cooling Towers Method of Shipment LSTB Series units are usually shipped in two sections, with the top section(s) separate from the bottom section(s). These sections have mating flanges and will join together with a water tight seal when rigged and bolted together as described in the following instructions. Miscellaneous items such as sealer, self- tapping screws and any other items required for assembly are packaged and shipped inside the pan for shipment. Storage Do not place tarps or other coverings over the top of the units if the units are to be stored before installation. Excessive heat can build up if the units are covered, causing possible damage to the PVC eliminators, PVC louvers, or PVC fill. For extended storage beyond six months, rotate the fan and fan motor shaft(s) monthly. The fan motor and fan shaft bearings should also be purged and regreased prior to start-up. Structural Steel Support Two structural "I' beams running the length of the unit are required for support of the units. These beams should be located underneath the outer flanges of the unit as shown in Figure 1. Mounting holes, 3/4" in diameter, are located in the bottom flange of the unit to provide for bolting it to the structural steel. Refer to the recommended structural steel support drawing and certified print for exact bolt hole location. Bolt the bottom section to the steel support before rigging the top section. Beams should be sized in accordance with accepted structural practices. Maximum deflection of the beam under the unit to be 1/360 of the unit length, not to exceed 1/2 ". Deflection may be calculated by using 55% of the operating weight as a uniform load on each beam (see certified print for operating weight). The supporting "I" beams should be level before setting the unit. Do not level the unit by shimming between the bottom flange and the beams as this will not provide proper longitudinal support. Support beams and anchor bolts are to be furnished by others. Always refer to certified print for unit weights, dimensions and technical data. Figure 1 - Structural Steel Support 2 Rigging Bottom (Pan /Fan) Section 12' and 18' long bottom sections have four lifting points located at each of the four inside corners as shown in Figure 2. All 24' long bottom sections have six lifting points located in each of the four corners and at the center of each side rail as shown in Figure 3. All 36' long bottom sections have eight lifting points located in each of the four corners and at two locations on each side rail as shown in Figure 4. The hook of the lifting crane must be a minimum distance "H" above the top of the section being lifted to prevent undue strain on the lifting devices and on the section being lifted. See Table 1 for minimum "H" dimensions. These lifting devices should not be used for extended lifts or where any potential safety hazard exists unless safety slings are employed under the section. (See "Extended Lifts" on page 5 for proper arrangement.) Bolt the bottom section to the steel support before rigging the top section. Figure 2 - Rigging 12' and 18' Long Bottom Sections Figure 3 - Rigging 24' Long Bottom Sections UNIT MIN. H 12' Long Units 11 Feet 18' Long Units 16 Feet 24' Long Units 21 Feet 36' Long Units 32 Feet LSTB Cooling Towers Figure 4 - Rigging 36' Long Bottom Sections Table 1 - Minimum H Dimensions for Unit Sections. Application of Sealer Tape Once the bottom section has been set on the supporting steel and bolted in place, the top flanges should be wiped down to remove any dirt or moisture. Sealer tape should be placed over the mounting hole centerline on the side flanges. Apply two strips of sealer tape, one partially overlapping the other, on the end flanges. The sealer tape should overlap on the corners as shown in Figure 5. Do not splice the sealer tape along the end flanges. Do not splice the sealer tape on the side flanges if it can be avoided. Always remove the paper backing from the sealer tape. Figure 5 - Sealer on Flange of Bottom Section. 24' long units will have two top sections and 36' long units will have three top sections. On these units, sealer tape must be applied to all internal flanges. See Figure 6. Figure 7 - Rigging Top Section Figure 6 - Sealer Detail for Center Joint of Units with Two or More Top Sections. Rigging Top (Fill) Section "U" bolts are provided in the four corners of the top section for lifting and final positioning (See Figure 7). The hook of the crane must be a minimum dimension "H" above the top of the section being lifted to prevent undue strain on the "U" bolts. See Table 1 for minimum "H" dimensions. 3 Fasten all four corners. Install the remaining fasteners, working from the corners toward the center, using drift pins to align the holes. Fasteners must be installed in every hole on the side flange. None are required on the end flanges. Galvanized units will use 5/16" self tapping screws and stainless steel units will use 5/16" nuts, bolts and washers. For units with two or three top sections, mount the first as described and then follow the same procedure for subsequent sections. 4 LSTB Cooling Towers Assembly of the Top Section to the Bottom Section Before assembling the top section to the bottom section, remove any loose parts shipped in the pan. On small centrifugal drive units, the motor guard is normally shipped in the pan to avoid damage. It should be attached to the unit with the self- tapping screws or (for stainless steel units) with the stainless steel nuts, bolts and washers provided. Wipe the flanges on the bottom of the top section. Check to see that the water distribution connection on the top section is in the correct position relative to the bottom section (see certified print). Lower the top section to within several inches of the bottom section making sure the two sections do not touch and that the sealer is not disturbed. Using suitably sized drift pins to assure proper alignment, lower the top section down onto the bottom section. On 18' long units, drift pins should be used midway along the sides as well. Figure 8 - Mating Upper Section to Bottom Section. Rigging Complete Units Units that are shipped fully assembled may be lifted into final position as a complete unit. U -bolts or lifting points are provided for this purpose in the fill section below the eliminators as shown in Figure 9. The hook of the lifting crane must be a minimum distance "H" above the top of the section being lifted to prevent undue strain on the lifting devices and on the section being lifted. See Table 1 for minimum "H" dimensions. Figure 9 - Rigging Complete Units LSTB Cooling Towers Rigging Discharge Hoods / Attenuators Some units may be supplied with an optional discharge hood or discharge attentuator section. This section will either ship as a separate item, or it will ship mounted on top of the pan! fan section to reduce freight charges. Each hood section is equipped with U -bolts located at the four corners for lifting and final positioning as shown in Figures 10 and 11. The hook of the lifting crane must be a minimum distance "H" above the top of the section being lifted to prevent undue strain on the lifting devices and on the section being lifted. See Table 1 for minimum "H" dimensions. Figure 10 - Rigging Straight -Sided Hood Figure 11 - Rigging Tapered Hood / Attenuator Assembling Discharge Hood / Attenuator Once the top section has been secured to the bottom section, inspect the top flange to ensure the foam tape is in place and not damaged. Remove any shipping blocks or other obstructions. Lower the hood onto the top flange of the top section. Install the retainer clips in all four corners as shown in Figure 12. For 18' long hoods, two additional clips are provided and are to be fastened in the middle of each side. Note: Always lift the hood separately and follow the rigging sequence shown. Figure 12 - Mating Discharge Hood / Attenuator to Top Section 5 LSTB Cooling Towers Rigging Intake Sound Attenuator Some units may be supplied with an optional intake sound attenuator. These sections are shipped separately and must be rigged separately after the top section has been completely assembled to the bottom section. All 12' long units will use a single intake attenuator section. 5' wide x 18' long units will also use a single intake attenuator section. 8' wide x 18' long units, 10' wide x 18' long units and all 24' long units will use two attenuator sections. All 36' long units will use three intake attenuator sections. All intake attenuator sections have four lifting points. These are located on top of the unit at each of the four corners as shown in Figure 13. The hook of the lifting crane must be a minimum distance "H" above the top of the section being lifted to prevent undue strain on either the lifting points or the section being lifted. See Table 1 for minimum "H" dimensions. The air intake side of the unit has a mouting bracket running the length of the unit face near the top. Each of the attenuator sections has a mating flange running along the back face of the attenuator near the top. The attenuator section should be lowered onto the main unit so that the attenuator flange interlocks with the bracket. The attenuator section should be adjusted along the length of the bracket until the securing holes in the attenuator flange match those of the bracket. Drift pins may be used to assist with this alignment. Self- tapping screws or stainless steel nuts and bolts should be used to secure the attenuator flange to the bracket. See Figure 14. Note: Intake attenuator sections may be supported by the main unit and do not need to be supported from underneath by structural steel. Figure 13 - Rigging Intake Sound Attenuator 6 Figure 14 - Detail of Intake Attenuator Attachment Extended Lifts The recommended method for extended lifts is to use slings under the unit as shown in Figure 15. Spreader bars should always be used between the cables at the top of the section to prevent damage to the upper flanges. Safety slings, spreaders and skids should be removed before final positioning of the unit. The hook of the lifting crane must be a minimum distance `H" above the top of the section being lifted to prevent undue strain on the lifting devices and on the section being lifted. See Table 1 for minimum "H" dimensions. Note: The U -bolts or other lifting points should be used for final positioning only and for lifting where no danger exists. If they are used with extended lifts, safety slings and spreader bars should be provided under the sections as shown. Figure 15 - Proper Rigging Method For Extended Lifts LSTB Cooling Towers Motor Installation (5' Wide Units Only) The motor on 5' wide LSTB units is mounted externally. It usually ships mounted, but may require mounting or alignment in the field. The following instructions outline assembly and alignment of externally mounted motors. 1. Refer to Figure 16 before installing the motor base(s). 2. Insert the lifting device into the lifting hole A provided in the motor base . 3. Lift the motor / motor base assembly and align holes B to B1 and C to C1. Insert the 1/2' diameter pivot bolts with flat washer D. Install flat washer, nut and jam nut E on the pivot bolt. DO NOT OVERTIGHTEN. 4. Insert the J -bolts F into holes G. Install flat washers and cotter pins H. Place nuts, lock washers and flat washers J on the threaded portion of the J- bolts. These will be located behind the motor base. 5. Insert the J -bolts into the holes K in the motor base. Install flat washers, lock washers and nuts L. Remove the lifting device from the motor base and position the motor base toward the unit for belt installation. 6. Install the belts M around the fan sheave and motor sheave as Shown in Figure 17. Tighten belts by adjusting nuts on J- bolts. Do not over tighten the belts. When the belts are properly adjusted, the deflection at the center of the belt should be approximately 1/2" with moderate hand pressure. 7. Measure the distance from the motor base to the J- bolt mounting angles to ensure that both sides of the base are located the same distance from the unit. This should ensure that the sheaves are properly aligned since they were pre -set at the factory. 8. As a final check, lay a straight edge from sheave to sheave as shown in Figure 18. There should be 4- point contact. Adjust the position of the motor sheave if necessary. 9. To install the motor guard N. line up the holes and fasten with self- tapping screws or stainless steel nuts, bolts and washers (for stainless steel units) P. Check to ensure that the motor guard does not make contact with the drive sheave or belts. Figure 17 - Motor Guard and Powerband Belt Installation Figure 18 - Sheave Alignment Check G Figure 16 - Motor Installation 7 • LSTB Cooling Towers Final Assembly and Start-Up Shipping Materials Remove any wood chocks, spare parts or miscellaneous items that have been placed inside the unit for shipping purposes. Clean all debris from the basin. Bleed - Off Line Make sure that a bleed -off line and valve are properly sized and installed on the discharge side of the system pump. Strainer Check the basin strainer to ensure that it is in its proper location over the pump suction. Screens Protective air inlet screens are provided across the front of the fan section on all models. Screens are typically not provided on the bottom of the fan section since most units are mounted on steel beams, either on the ground or at roof level. If units are installed in an elevated position , bottom screens are recommended for safety reasons and should be installed by the installing contractor. Float Valve Adjustment The float valve is pre -set at the factory. However, adjustment should be checked after rigging. The float valve should be adjusted so that the center of the float is 1" below the center of the overflow connection when the valve is in the fully closed position. Raise or lower the float by using the wing nuts on the vertical threaded rod. Do not adjust the horizontal rod. The water level will drop 5" to 6" below the overflow during normal operation. Fan Rotation Bump Start and check the the fans for proper rotation. Directional arrows are placed on the outside of the fan housings. Eliminators The eliminators should be placed so that the discharge air is directed away from the fan side. See Figures 19, 20 and 21. ti Figure 19 - Eliminator Detail 8 Figure 20 - Eliminator Orientation on 5' Wide Units Figure 21 - Eliminator Orientation on 8' and 10' Wide Units Maintenance Once the installation is complete and the unit is turned on, it is important that it be properly maintained. Maintenance is not difficult or or time consuming but must be performed regularly to assure full performance of the unit. Refer to the Maintenance Instructions Bulletin supplied with the for proper maintenance procedures. 2.5M/0105/YGS ITEM DESCRIPTION PROGRAM TEST PROCEDURE DATA PASS /FAIL REV /ADJ 1 Sequence of operation - North tower condeser water cooling system - VFD configuration 2 The revised cooling system is arranged for 24 hour operation. NOTE 1 OPERATIONAL SEQUENCE TEST 3 Cooling tower consists of a 2 cell tower. Each cell has a designated spray pump, and variable speed drive equipped fan with volume damper. Each tower cell is connected to a water to water heat exchanger. ,r OPERATIONAL SEQUENCE TE, 4 P OPERATIONAL . `J `Q 4 Pump 5 is for low demand and emergency power operation. Pump 5 is connected to Cell 1. rr C. OPERATIONAL SEQUENC�•TEST • 5 Tower fan motors are inverter rated and each equipped with a variable speed drive. Both fans are programmed to run at a low speed when on standby power. Fans lead lag with associated tower pumps based on operator command. On pump failure lag pump becomes lead. NOTE 1 OPERATIONAL SEQUENCE TEST . S/ 6 Building condesor pumps P -3, P-4, P-6. P -3 and P-4 run continuously except on Mammoth DX lockout or emergency power. During DX lockout or standby power P -6 runs. P -6 is on standby power. NOTE 1 OPERATIONAL SEQUENCE TEST . y , - a34 7 Lead /lag operation is by operator command. NOTE 1 OPERATIONAL SEQUENCE TEST 8 When system returns from emergency power pumps P -5 and P-6 must be released to normal operation before CMCS system will stop pumps. NOTE 1 OPERATIONAL SEQUENCE TEST TOWER MODE r Tower mode effects only cooling tower pumps. Cooling tower mode is controlled by building condenser discharge water temperature. NOTE 1 OPERATIONAL SEQUENCE TEST OD - i U I- oR I Rya �iTit Q MODE 0. COND DICH TEMP < 78 DEG F. NOTE 2 RECORD DATA py MODE 1. COND DICH TEMP 78-80 DEG F. NOTE 2 RECORD DATA 5 a 0.s MODE 2. BLDG COND DICH TEMP 80 -82 DEG F. NOTE 2 RECORD DATA UM ■ , MODE 3. BLDG COND DICH TEMP 82 -84 DEC F. NOTE 2 RECORD DATA i = I MODE 4. BLDG COND DICH TEMP 84 -87 DEG F. NOTE 2 RECORD DATA MODE 5 BLDG COND DICH TEMP .87 DEG F. NOTE 2 RECORD DATA 1 EMERGENCY POWER MODE el • rIIIM ! ,L Pump 5 (on emergency power) is on. NOTE 3 OPERATIONAL SEQUENCE TEST II k'L MI! Pump 6 (on emergency power) is on. NOTE 3 _ OPERATIONAL SEQUENCE TEST Tower fan 1 slow if needed. NOTE 3 OPERATIONAL SEQUENCE TEST Tower fan 1 speed modulates to maintain temp setpoint of 82 deg F. NOTE 3 OPERATIONAL SEQUENCE TEST MODE 0. Pump 5 is on. NOTE 1 OPERATIONAL SEQUENCE TEST i ECERED F1��/ MODE 1. -�J^I� f — Lead tower pump is on. NOTE 1 OPERATIONAL SEQUENCE TEST MeR 7 210 7 System Heating & Air Conditioning Confidential BOEING 11 -14N COOLING TOWER REPLACEMENT PROJECT, SIEMENS CONTROL COMMISIONING REPORT FORM , PRELIM -' 3/23/2007 CORRECTION I TRit PERMITCEMTER Page iA TA- 2 ITEM DESCRIPTION PROGRAM TEST PROCEDURE DATA PASS /FAIL REV /ADJ MODE 2 Lead and lag tower pumps on. NOTE 1 OPERATIONAL SEQUENCE TEST MODE 3 Lead and lag tower pump on. NOTE 1 OPERATIONAL SEQUENCE TEST Lead tower fan is on. NOTE 1 OPERATIONAL SEQUENCE TEST Lead tower fan speed modulates to maintain lead temp setpoint 82 deg F. NOTE 1 RECORD DATA MODE 4 Lead and lag tower pumps on. NOTE 1 OPERATIONAL SEQUENCE TEST Lead tower fan is on. NOTE 1 OPERATIONAL SEQUENCE TEST Lead fan speed modulates to maintain lead setpoint 82 dg F. NOTE 1 RECORD DATA Lag tower fan on. NOTE 1 OPERATIONAL SEQUENCE TEST Lag fan speed modulates to maintain lag temp setpoint of 85 deg F. NOTE 1 RECORD DATA MODE 5 Lead and lag tower pumps on. NOTE 1 OPERATIONAL SEQUENCE TEST Lead tower fan on. NOTE 1 OPERATIONAL SEQUENCE TEST Lead fan speed increases to 100% NOTE 1 RECORD DATA Lag tower fan is on. NOTE 1 OPERATIONAL SEQUENCE TEST Lag fan increases to 100 %. NOTE 1 RECORD DATA BOEING 11 -14N COOLING TOWER REPLACEMENT PROJECT, SIEMENS CONTROL COMMISIONING REPORT FORM , PRELIM ti System Heating & Air Conditioning Confidential 3/23/2007 Page 2 WATER DATA DESIGN ACTUAL Ent.; Lvg. Water Press. Water Press '. P Ent. /Lvg. Water Temp. Duct Outlet S.P. Water Temp. z'_ T CODCOMPLIANCE GPM Bleed GPM A13pnOI►ICn Avg. Lvg. W.B. - IAR 2001 Voltage T 1 " 2 Amperage T T2 T3 .r V Voltage I iT 3 2 T1 T2 " City 7. 1LDIN ukwila TVISION AIR DATA DESIGN ACTUAL Duct CFM Duct Inlet S.P. Duct Outlet S.P. Avg. Ent. W.B. Avg. Lvg. W.B. Ambient W.B. Fan RPM Voltage I iT 3 2 T1 T2 " Amperage T1 T2 T3 PROJECT LOCATION MANUF. NOM. CAPACITY FAN DATA No. of Fan Motors Motor Make /Frame Motor H.P. /RPM Volts /Phase /Hertz Motor Sheave Diam. /Bore Fan Sheave Diam. /Bore Sheave t. Distance No. Belts /Make /Size REMARKS: TEST DATE TAB 14-82 , Capyrght. SMACNA. 1982 sYs r r MODE REFRIG. READINGS BY Make /Model Pump Serial No. Motor Make /Frame Motor H.P. /RPM Volts /Phase /Hertz GPM PUMP DATA Sheet Metal & Air Conditioning Cont National Association P ULIIVU 1 UWL1� UK EVAPORATIVE CONDENSER TEST REPORT PILE COPP SERIAL NO. ,_'ate WATER TREAT. 1; RECEIVED CORRECTION CITY OFTUKvvm MAR 2 6 7007 LTR# tT ITCENTER W Mp DI OF 0.19 Motor Sheave Fan Sheave Belts Gear Fan Motor Fan Shaft Bearings WATER /AIR SYSTEM Fill Media Pump Motor Strainers Make -up Assembly Louvers Distribution Boxes Eliminators Spray Header & Branches Nozzles (Type) Casing & Seals EVAPORATIVE COOLING EQUIPMENT INSPECTION SHEET Bldg. No DATE MODEL NUMBER. Serial No.: Job Name and Location- Report prepared by Photograph on File Yes No Owner's Representative' Owner's Phone No • Owner's email GENERAL OBSERVATION Labels Intact/Legible /Current Representative Label in Place Unit Operating Satisfactorily (Sound, Vibration, etc.) Water Leaks Unit in Satisfactory Condition (Exterior & Interior Casings, Basins) Fan & Drive System Rotates Freely Sheaves Properly Aligned Corrosion Protection System PowerTrain Drive System Laser Alignment of Drives VFD SPECIFIC COMPONENT OBSERVATIONS EXISTING PART DRIVE SYSTEM (YES /NO) YES /NO COMMENTS COMPONENT CONDITION /COMMENTS ACCESSORIES Sound Attenuation Air Inlet/Discharge Screens Extended Lube Lines Fan System Electric Water Level Control Basin Heaters Sump Sweeper Piping Hot Water Basin Covers Vibration Cutout Switch Positive Closure Dampers Service Platforms Internal Walkways SPECIFIC PROBLEMS WITH THIS UNIT Part of Lhit (YES /NO) CUSTOMER INTERVIEW re: OPERATING HISTORY DESCRIPTION OF EQUIPMENT OPERATION (Year- Round, Seasonal, 24/7, etc.) MAINTENANCE HISTORY (Motor, Belts, Sheaves, Bearings, Shafts, etc.) CUSTOMER INFORMATION PROVIDED Operating and Maintenance Instructions Quick Reference Maintenance Check List Genuine Parts Reference Guide Equipment Inspection Sheet ACCESSOR' CONDITION /COMMENTS 07 -31 -2007 HERB CRIMP 9410 DELRIDGE WY SW SEATTLE WA 98106 RE: Permit No. M07 -043 11201 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinif and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/26/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall, Permit Technician xc: Permit File No. M07 -043 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 21, 2007 Herb Crimp 9410 Delridge Wy SW Seattle WA 98106 RE: CORRECTION LETTER #1 Mechanical Permit Application Number M07 -043 Boeing #11 -14N —11201 Tukwila International BI Dear Mr. Crimp: This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Je fer e 't Te encl arshall hnician xc: File No. M07 -043 cizyf Tukwila 04 a P:VennifenCorrection Letters \2007\M07 -043 Correction Ltr #1.DOC jem low Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: March 9, 2007 Project Name: Boeing #11 -14 Permit #: M07 -043 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide Manufactures Specifications and installation documentation for the new mechanical equipment. Documentation shall identify type of inspections i.e. smoke control, emergency shut down etc... (IBC Section 909) 2. Provide documentation identifying system commissioning with specifications per WSEC 1416.4. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. ACTIVITY NUMBER: M07 -043 DATE: 03 -26 -07 PROJECT NAME: BOEING #11 -14N SITE ADDRESS: 11201 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building DI ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete r0 Incomplete Comments: TUES/THURS ROUTING: Please Route T1 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing stip.doc 2 -28 -02 •PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Planning Division ❑ Permit Coordinator DUE DATE: 03-27-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 04-24-07 Approved ❑ Approved with Conditions Ei Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M07 - 043 DATE: 02 - -07 PROJECT NAME: BOEING #11 -14 SITE ADDRESS: 11201 TU KWI LA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 3, r b1 Bui i j ng P ivision Public Works ❑ Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: Ottin- Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required C Planning Division ❑ Permit Coordinator No further Review Required DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg X Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 02-27-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03-27 -07 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Not Approved (attach comments) W( Notation: REVIEWER'S INITIALS: DATE: Date: 04141D#1- Contact Person: 5 Entered in Permits Plus on sly City of Tukwila \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster; Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: Boeing #11-14N Project Address: 11201 Tukwila International B1 Received at the City of Tukwila Permit Center by:/ Plan Check/Permit Number: M07 -043 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Cfry MAR 26 20Q7/ P oe CQCke / u Phone Number: 7,0 6 - 76 2- L i Z y t) o Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of r ision E SYSTEM Heating and Air Conditioning March 26, 2007 Allen Johannessen, Plans Examiner Tukwila Building Division 6300 Southcenter Boulevard, Ste. 100 Tukwila, WA 98188 Re: Correction Letter #1 Mechanical Permit Application M07 -043 Boeing Bldg. #11 -14 - 11201 Tukwila International Boulevard Contract CNT -S- 07005- 071015N Dear Allen, The letter together with enclosures is intended to provide complete and comprehensive response to the plan review comments per Correction Letter #1. 1. Manufacturers specifications and installation documentation for like replacement cooling tower EVAPCO LSTB 10618 is enclosed. IBC 909 Smoke Control Systems does not apply to this type of equipment. The cooling tower does not produce products of combustion or deliver air to or from the building. The cooling tower rejects air from the condenser water loop only. 2. Contract CNT -S- 07005- 071015N cooling tower and Siemens Building Technologies, Inc. control commissioning report forms are enclosed. Please do not hesitate to call if you have any questions. Sincerely, Herb Crimp System Heating and Air Conditioning 206 762 -4249 x106 herb Encl.: 1. EVAPCO LSTB 10618 Cooling Tower Submittal 2. EVAPCO Installation Instructions 3. Contract CNT -S- 07005- 071015N Cooling Tower Commissioning Reports Page 1 of 1 License Information License SYSTEHAl21BO Licensee Name SYSTEM HEATING & A/C CO INC Licensee Type ELECTRICAL CONTRACTOR UBI 600383522 Ind. Ins. Account Id AGENT Business Type CORPORATION Address 1 9410 DELRIDGE WAY SW Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2067624249 Status ACTIVE Specialty 1 LIMITED ENERGY Specialty 2 HVAC/RFRG LTD ENERGY Effective Date 1/20/1988 Expiration Date 1/20/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License CRIMPHV96INK Business Owner Information Name Role Effective Date Expiration Date CRIMP, MAXINE F 01/01/1980 CRIMP, HERBERT JR AGENT 01/01/1980 Washington State Department of Labor and Industries Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Master Electrician Information License Name Status CRIMPHV96 INK CRIMP, HERBERT V JR ACTIVE I Bond Information j i https://fortress.wa.gov/lnilbbip/printer.aspx?License=SYSTEHA1 21 BO 03/30/2007 REPLACE COOLING TOtER MINN • LOCATION e� 556553 -01 T' • DOE 11.15.06 (a © BUM VICINITY i HEX 11 -14N BUILDING REPLACE COOLING TOWER PROJECT # 556553 -01 NN PROJECT AREA AP IFISPEAIIV* BUILDING CODE: SEISMIC DESIGN: GROUP = 1 CATEGORY = D LATITUDE = 47,33 LONGITUDE = -122.5 OCCUPANCY GROUP: CONSTRUCTION TYPE: TYPE 1 TOTAL BUILDING AREA: 189,064 SQ FT CONSTRUCTION AREA: 1,600 SQ FT BUILDING HEIGHT: 103 FT STORIES: 5 CODE SUMMARY B -2 OFFICE, B -1 PARKING ACCEPTABILITY TRS Imo, Rva /vR SPEGFK :A1) N 6 APPROVED APPROVED RV DM I WE IBC INTERNATIONAL BUILDING CODE 2003, AS ADOPTED BY THE CITY OF TUKWILA LEGAL DESCRIPTION I SPECTRAL ACCELERATION: 1 SHORT PERIOD Ss= 1.25g 1 1SEC. S1= .42g THAT PORTION OF GOVERNMENT LOT 2, SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 2 AND THE WESTERLY MARGIN OF STATE ROAD NO.1; AND RUNNING THENCE ALONG SAID WESTERLY MARGIN OF STATE ROAD NO.1. S 18d57'20'1N. 972.08 FEET MORE OR LESS, TO THE NORTH BANK OF THE DUWAMISH RIVER; THENCE WESTERLY, NORTHWESTERLY, AND NORTHERLY ALONG SAID BANK OF THE DUWAMISH RIVERTO ITS INTERSECTION WITH THE NORTH LINE OF SAID GOVERNMENT LOT 2; THENCE N 89d30'S0"E ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 2, 845 FEET, MOE OR LESS, TO THE TRUE POINT OF BEGINNING. ORMIN .M THOMAS 10.19.06 CNEOCED t:NEOCE0 APPROVED \4D1- 043 DESCRIPTION OF WORK: CONTRACTOR: SITE ADDRESS: OWNER: BOEING COMMERCIAL AIRPLANE SEATTLE DISTRICT P.O. BOX 3707, M /S: 1W-10 SEATTLE, WA. 98124 -2207 OWNER CONTACT: RICK FORD (206) 854 -1881 KINK COUNTY PARCEL NO. 0923049155 PROJECT SUMMARY pap •013 flan review appnorai N subject to errors and wisdom Approval of ccnstructlon don:marts does not Outhouse the violation cf zny ccoep;'°d cafe or ordlrhanc2. Receipt of approval ^ F :; / c:.d mrxiMosz is acknowledged: l COVER SHEET REPLACE COOLING TOWER City of lidcwila BUILDING DMSION BUILDING 11 -14N REPLACE EXISTING ONE CELL OPEN CIRCUIT COOLING TOWER WITH NEW TWO CELL UNIT. CURRENT UNIT HAS REACHED END OF SERVICE LIFE. NEW UNIT WILL NOT ANY ADDITIONAL SEISMIC QUALIFICATIONS ADDRESS AND TELEPHONE NUMBER (WHEN KNOWN) 11201 TUKWILA INTERNATIONAL BLVD. Reason shall be made to f::3 f: c^;. Giva:.:xt. COTE.: C v::.:cns wai will require a new Van ti ��� I ISSUE FOR CONSTRUCTION I I 1/17106 ARCHITECTURAL VASTER COL X -X/X -X DUWA.vf hSH • SWEET 408 NO. SEA ,A ` PERMIT L=f,IZ REO FOR: eectkat IF Plunking di Qs Piping City of Tbkwila BUILDING DIVISION MIMED �►h CODE COt KAR 2 8 2081 C ityty Of T 8 BUILDING DIVISION . MO wawa REvisayi I swam. 556553 -01 AO 11- 14N -A0 FEB 2 6 2007 *n: 11.15.06 556553 -01 A.u�SH_COVER.OWG C C C 3 t • a 1 r A 8 INCLUDE IN SET DRAWING NO. • 11 -14 –AO • 11-14–Al • _ 11- 14 –A555 • 11- 14 –A556 • 11- 14 –A557 • 11– YRD –A3 • 11- 14N –S503 • • 11- 14N –PM 1 OR 11 -14N –RFM 1 OR • 11- 14N –PM10 • 11- 14N –RFM3 • 11- 14N –RFM10 • 11 -14N –RFM 11 • • • • • • • 11- 14 –E500 –EM'S • 11 11- 14 –M310 11 -14 –M326 11 -14 –M328 11- 14 –M526 11- 14 –M540 11 -14 -14555 11 -14 -11556 11- 14N –PE210 RECORD ORAN.G CAS °PERON:706 CENTER oPS RAR PM REP[ACE COOLi+G TC/IMER SHEET NO PM 10 RFM3 RFM10 DRAWING TITLE ARCHITECTURAL AO COVER SHEET Al DRAWING INDEX AND NOTES A555 BLDG EXTERIOR ELEVATIONS A556 ENLARGED YARD COMPOSITE PLAN A557 ENLARGED PENTHOUSE PLAN NORTH A3 COMPOSITE YARD PLAN – DUWAMISH TOWERS STRUCTURAL S503 SLAB PENETRATIONS RESTRICTIONS MECHANICAL PM 1 OR HVAC PARTIAL PLAN – PENTHOUSE RFM 1 OR HVAC PARTIAL PLAN – ROOF LEVEL – NORTH END HVAC PARTIAL PLAN – PENTHOUSE COMPOSITE ROOF PLAN –NORTH TOWER HVAC PARTIAL PLAN – ROOF LEVEL – NORTH END M310 UNIT CONTROLS – CONTROL DIAGRAM – COOLING TWR N M326 HVAC PIPING SCHEMATIC M328 CONTROL SEQUENCES 11 -14N COOLING TOWER M526 NORTH COOLING TOWER DETAILS M540 HVAC SCHEMATIC M555 CONTROL DIAGRAM – NORTH COOLING TOWER M556 11 -14N COOLING TOWE DETAILS PE210 NORTH TOWER PENTHOUSE CONTROLS PLAN E500 –EMC CONTROL TRUNK RISER DIAGRAM 14 –E504 –EMCS (504–EMU CMCS MBC -4 PANEL LAYOUT J1982191 -00 Hp /FOR 556553 -01 E LM D O RS WOH • i 150550 -00 FOA ! 9.805 150685 -02 FOIL I j. BURT 6817.06 11.15.06 INDEX OF DRAW REV 0 C REF ONL RCF ONL REF ONL RIF ONL 0 C F 0 A DATE 11/17/06 11/17/06 Y Y Y 11/17/06 11/17/06 11/17/06 Y 11/17/06 IMF ON_Y 11/17/06 11/17/06 11/17/06 11/17/06 11/17/06 11/17/06 RFM11 HVAC PARTIAL PLAN – ROOF LEVEL – SOUTH END P,EF OIr LY11 /17/06 11/17/06 11/17/06 11/17/06 REF ONLY 11/17/06 11/17/06 0 11/17/06 11/17/06 11/17/06 A 11/17/06 A 11 17 06 INCLUDED IN SET DRAWING NO. • 11- 14N –E4A • 11 -14 –E5 • 11- 14N– PE11OR • 11- 14N –PE110 erf NGS WHIM • SHEET NO. ELECTRICAL E4A ONE LINE DIAGRAM E5 UPS & EMER POWER 1 –LINE PE11OR 208Y/120 VOLT POWER MAIN FEEDERS REMOVAL PE110 277/480 VOLT SYSTEM I1( OTHER DRAWING TITLE O fir.17EZAW° � REV L R DATE 11/17/06 11/17/06 11/1 11/17/06 I PPPROWD 8 GENERAL SYMBOLS TAKEN FROM SHEET TAKEN FROM SHEET - -� TAKEN FROM SHEET TAKEN FROM SHEET ACCEPTABIUTY DES DESK 1 BIND /OR SPEOFnCATION 6 iPPRO D FLOOR NUMBER ROOM IDENTIFYING NUMBER WALL (N,S,E,W) oCM. eATE SYMBOLS LEGEND FLOOR SEQUENCE w THOMAS afco a�o o APPROWO BUILDING AND WALL XXX XXX SECTIONS SHOWN ON SHEET XXX XXX SHOWN ON SHEET XXX XXX SHOWN ON SHEET INTERIOR /EXTERIOR XXX XXX ELEVATION �— SHOWN ON SHEET ROOM NAME xxxx 1 (7 SEQ DETAIL SECTION — ERENCE TO DETAIL P P N ROOM NAME AND NUMBER COLUMN LINE INTERSECTION (TO NORTHWEST) INTERIOR DOOR NUMBER COLUMN LINE INTERSECTION (TO NORTHWEST) M01.01[5 EXTERIOR DOOR NUMBER WALL TYPE SEE DESCRIPTION ON SHEET A508 ISSUE FOR CONSTRUCTION 7t1174 DRAWING INDEX & NOTES REPLACE COOl TOWER BUILDING 17 -74N IIECIIPtAL MASTER GENERAL NOTES 1. THE CONTRACTOR SHALL SCHEDULE ALL WORK TO AVOID, AS MUCH AS POSSIBLE, ANY INCONVENIENCE TO EXISTING BUILDING OCCUPANTS, ESPECIALLY DURING DEMOLITION OF EXISTING FACILITIES. AREAS UNDER CONSTRUCTION SHALL BE PROPERLY SCREENED OFF BY TEMPORARY SCREENS OR PARTITIONS. 2. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE BOEING CONSTRUCTION MANAGER. 3. THE CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH SURROUNDING FINISHED CONDITIONS OR AS INDICATED ON THESE DRAWINGS. 4. THE CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE EXISTING CONSTRUCTION AND THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE BOEING CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 5. ALL WORK SHALL CONFORM WITH ALL APPLICABLE CODES AND REGULATIONS. 6. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 7. PRIOR TO INSTALLING FINISH FLOORING, INSPECT, PATCH AND REPAIR ALL SURFACES TO PROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT. 8. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. PLANS WHICH APPEAR AS BACKGROUNDS ON CML, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS, ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 10. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CML, ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. 11. THE DRAWING CONSTRUCTION NOTES APPLY ONLY TO THE DRAWING SHEETS ON WHICH THEY ARE WRITTEN. 12. WHERE COLUMN ENCLOSURES OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THIS ROOM UNLESS NOTED OTHERWISE. ALL WORK SHALL BE PREFORMED TO THE HIGHEST TRADE STANDARDS. 13. ALL WORK SHALL BE PERFORMED TO THE HIGHEST TRADE STANDARDS. 14. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER IN ACCORDANCE WITH O.S.HA. & W.I.S.HA 15. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED MATERIAL UNLESS HAZARDOUS MATERIALS ARE DISCOVERED OR SUSPECTED, IN WHICH CASE THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE BOEING CONSTRUCTION MANAGER. THE SUSPECTED MATERIALS SHALL NOT BE HANDLED OR DISPOSED OF UNTIL DIRECTED BY BOEING. 16. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONSTRUCTION MANAGER IF ASBESTOS IS DISCOVERED OR SUSPECTED ON THIS PROJECT. THE SUSPECTED MATERIAL SHALL NOT BE DISTURBED UNTIL IT HAS BEEN INSPECTED AND REMOVAL HAS BEEN APPROVED BY BOEING. 17. DO NOT ANCHOR INTO CONCRETE SLAB WITHOUT X- RAYING SLAB. SEE REF. DRAWING S -503 a DUWa3+FiSH, W o =; ±I E1,}jEO fOR CODE COMPLIANCE I A non /wen SHEET tyC Of 'Tu k' 3 l BUILDING DIVISION a+ SYMBOL MG NO. 556553 -01 Al 556553 -01 11- 14N –A1 CAT( 11.15.06 COvP t 6 1 r sv 10.20.06 556553 -01 CATE 10.20.06 - ., • . _ • • • I sr 0 0 ma ..... ,„: , ,,. 1 grommunimumuirardwournard I II NH 1111 � ��� ■ ■1111■ ■1111■11111111■1=WIL Iffil imilli vii ,.. iLatimi llIUMMIll LI11111111111lininill I- II ih Li, • umiummiimmirmiummumullulla ram /4 ' /U/ilWuhII UU111 I ■UIU�ri - - II 1II i11 11.11 Eir �1i ®1NZ llIii111INIWt11®1ii®■i 1,///Illir 111101111;r11�n_ 11 111 ltt�111Iu1 t1I1� � mo I v w w ■r1■r■ , I II•!i. 1 . MOON • 153111.004 110/1 a1 •. • -€ .st'k •tt 21k. tees 81 I r 'n . 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I 1 In111111111111151411111,101 0 m nd EAST ELEVATIO .7. • IM1010' PH MO Maur ' N ___,... 4411 11.601 •a.soe MD R S Sad 12a° root I � el.23d Ist "WON .. s.a o - "moo a.loa, P.*t. roof 'o ti b b 11,42.0 ■ CIli�r tl����i�1Wllllllgllllllllil - 1HME�MM�I�INI i��lI�BL��ENR�WIII1�11li1111 i Nun Ili' � 11111=111111111111111111111111111111 111 linsrommumuuil11111111111111I nRIQ/IU111■#u uu.1un1 I I , . I . .: .,.. • 0 Rk 0 i C =eiiCli CiiiC,iC„u a i � � °° Wu! 111111 =Xi I 11 ���■ i11Imul iiumanin mi 1HUM ■r111I11•IiiIIIR■ i■iN1i11.l1111iMIUr11H111111111f11 l. Et. no' : PK loan 'ft - tOP • rim SAM 'v v a 0 . t_ I iii • i.. 1 � :�� = SOUTH ELEVATION ail • � Q i zr-cf T I i ACCEPTAB1U Y THIS OESIGN N40 /cR sPF rlos 6 *PROW APPRCNED BY oEPT. Roof Sral RA0R 41a1 ri‘Vit Sao Most &r• Awe 131 ruCat INOa•re 41k 1%A sap Rsat\ INS uYN11Yoinnup ■nmnM NNl1 �Mr ii - i►_1111111■1111 � IllmuldWifirairvard Inumitinisinnuainini WHIUMENIUMUMEN I I � 2� h ! Mil I1■wn■rn■11i H� I11 ln1 �■ 1�i ■n■ ■i1�i ■ ■ ■iil ■ ®■� a ,il&IIIl�L111InNI ■1nn1 ■11.I■ uIII■img U {ui1111 ■u ■i1 i,n111111� W//I1/ ■■■ ■IIEl ►��n1�1111UI 11Il1111111,� 1 ■n �> ■�■aimmu ui1 taz 4 Way 1a a■n ■M. /■ 1�n$iiW4i Iii ilinnu0i11NNi n ■Ii■i nnli�i�li nnews: U \ \� ■■ II1ii1811111t 1�l�15 at i=WiIi I ii ■�■ 11111111111111111111[311111116 a.tid PH IOW S IW* !� THON6 OCID APPROPAM • • • 10.20.06 BUILDING EXTERIOR ELEVATIONS RASTER CONVERSION SHEET A-18 IEW LEGEND REVIC D' O R F 1 CODE CO1��PLINNC_ popo ,R 2s CAY 01 Tukwila W11.0%6 01\11500 GENERAL NOTES 1) UNKED TO RASTER FILE 11_14_A 8.TIF REFERENCE ONLY 1 JOB 556553-01 11 -14N TOWER 11 -14S TOWER 11 -14L LOBBY AND CAFETERIA 11 -140 PARKING STRUCTURE 9 TWO LEVELS REFERENCE DRAWINGS CONSTRUCTION NOTES A555 Joe No. 556553 -01 FEB 2 - rg • AFISFALSFAIC' 10.20.06 REPLACE cooicrc TOWER BUILDING 71 -74 ARCHITECTURAL VASTER COL. X —x/x —X • OUW'AUMSH, W Ooti IYQ 11- 14 —A555 I 1 i 11 -14 EYEWASH 11 -14 EYEWASH PLENUM RM 10' HYDRONIC RISER 3/4' CW BLDG SIDE I B CONTR CT -1N SIDE BLDG SIDE ROUTE SUCTION DI CONNEC AT PUMP SER NTER U DRAIN FO BY PLUMB CONTR COOLING TOWER RM _ 1:11.11005C0 TIC CT -1N SIDE B.F.P. 11- 14N -PM 10 M529 30* x 30'H LOUVER BY OTFIERS NOTE: SEE ARCH PLANS SHT A -.31 FOR RELIEF ADM() fF -14N & UODIWD FAN SYSTEM ADDED CONCRETE PLYNTHS,, COND PPE OTII ADM KITCHEN MUST FADS mo DETAILS • 571035 571035 Br 72111x72"H LOUVER BY OTHE - t • AMMO i DAR 03/10/88 04/06/88 10/27/88 12/14/93 02/10/94 SYM C =] F AS -BU LT REPLACE COOEOIG TOWER INTAKE LOWER r BY OTHERS NORTH PENTHOUSE ENLARGED PLAN SCALE: 3/16 =1'0` INTAKE LOUVER BY OTHERS 60% FREE AREA TYP UNO. 571035 556553 -0 • LS DUE 03/09/94 11.15.06 EMERGENCY EYEWASH 3/4' CW SEE DETAIL FUTURE PUMP PM1 I M526 ROUTE PIPING A GWB ENCLOSURE SEE ARCH PLAN STAR 'B' SHT A -36 TOILET 7211Vx3 BY OTHE B Q�OE /N ' o • ACCEPTABIL TTY MS DESIGN We SPEOFICATIOR 4 ,PPROW.O PPPR NEO BY CEPT. • DATE MO3O 01 1408 SuEF+nE I ISSUE FOR CONSTRUCTION I 11117106 MESCAL MASTER v, ►a 5% CONSTRUCTION NOTES D> DRAIN COOLING TOWER WATER SYSTEM AND DRAIN SUMPS t::::a DISCONNECT COOLING WATER, MAKE UP WATER, AND SUMP DRAIN CONECTIONS FROM EXISTING COOLING TOWER AFTER DRAINING UNIT. 1>b DISCONNECT POWER AND CONTROL CONNECTIONS TO THE TOWER STAGE CRANE IN PARKING LOT RATED TO PICK UP TOWER. PROVIDE LIFTING CONNECTIONS RATED AS NEEDED TO SAFELY PICK ENTIRE TOWER AND MOVE TO GROUND N::> LIFT COOLING TOWER FROM INSTALLED POSITION IN PENTHOUSE AND RELOCATE TO GROUND LEVEL. PREPARE TOWER FOR TRANSFER TO SURPLUS SALES HVAC SYSTEMS - PENTHOUSE REPLACE COOLING TOWER BUILDING 77.14N COL c -oN -o wnxMIvi. WA • LEGEND GENERAL NOTES COLUMN LOCATIONS BASED ON ORIGINAL BUILDING CONSTRUCTION COLUMN LOCATIONS BASED ON REVSION TO STANDARD BOEING COLUMN DESIGNATION REFERENCE DRAWINGS 11- 14N —RFM10 PARTIAL ROOF PLAN — NORTH HALF 11- 14N —RFM11 PARTIAL ROOF PLAN — SOUTH HALF 11- 14 —N500 DETAILS, SECTIONS, & ELEVATIONS, PENTHOUSE CIAREPOROASON 556553 -01 5 SWIM. PMIOR xe 556553 -01 DATE 11 14N- PIIEIM LNG. C 2 2CF 11.15.06 1 1 r � A B C D Ifit a • • 55 GAL. DRUM INTIK TO SPRAY PUMP SYMBOLS P &T TAP REAM --� 1--- CAPACITY CONTROL FAN DAMPERS TO DRAIN / \ / \ / \/\ n c -IWt>4 c-aa AIR SEPARATOR W /AUTO VENT, HOFFMAN /79 SEE DETAIL THIS SHEET HOSE BIB, 3/4" BUTTERFLY ISOLATION VALVE NORMALLY OPEN BUTTERFLY ISOLATION VALVE NORMALLY CLOSED BIMETAL DIAL -TYPE THERMOMETER SILENT CHECK VALVE SHUT -OFF VALVE EXPANSION TANK, AMTROL Sx3OV COMBINATION SUCTION DIFFUSER, STRAINER BUTTERFLY WITH MEMORY STOP CONTROL BULB WELL FOR PIPE SIZE NOTED VERIFY W /HNWL SYSTEM FILL PRESSURE REDUCING /RELIEF VALVE, WATTS, SET 0 12 PSI, RELIEF SET 0 30 PSI FLEXIBLE CONNECTOR, MASON TYPE MFNC SINGLE SPHERE WITH CONTROL RODS PIPING, SCHEDULE 20 MIN GROOVED, 2 1/2" AND UP CHEMICAL FEED CONTROLLER, LAKEWOOD INSTRUMENTS MODEL 151 CHEMICAL PUMP - LIQUID METRONICS INC. A- 15192T CHEMICAL HOLDING TANK - 55 GALLON DRUM OF TREATMENT CHEMICAL POT FEEDER, J.L. WINGERT CO. MODEL DB -12HD BOTTOM DOME WITH LEGS BALANCING VALVE HOSE END DRAIN VALVE SCHEMATIC POINT OF CONNECTION X SHOWN ON SHEET Y !l c! 4 --- ----- - -- i • I- t----- - - -_ -_ SHOP FABRICATED AIR SEPARATOR SCALE: NONE As BUILT J# 989082 COVENSER WATER INTERNE 4 989082 Co[IEASER WATER INTERNE - -AS BUST 49890882 E0 REPLACE MID COOLER CAS OPS CENTER MECH 712303001LA! THOWS 150683 -00 hN TIt0WS • TO DRAIN SPRAY PUMP 07.01.99 07.01.69 09.13.99 06/06/01 07/27/06 6l' TYP 4" CONN 8' t MM TYP 4" CONN 1 1/2" 101 I- 2 -WAY CONTROL VALVE, TYP 4 11r lac -31 s CWS --10, 4" F • CWR —isfl MECH PUMP ROOM —\ TO CONTROL DAMPERS 1 1 /2 "CW TO REDUCED PRESSURE BACKFLOW PREVENTER 4 o-° ‘- 4"A 4' REFUGE COOLING TOWER 5565553 -01 CWS U r� 3 U fl MAS : IV -4 --- 101- -- �--- 8" 4" U) U 315 GPM I t 4" 1 r -"•-•°--CWS _,yam_ -_. __ h ` 4 4---j V -3 1 315GPM ,. � ' - 4 f ' : s - I G T csai 11.15.06 V -2 U V — _•41111••••••. -- LWS _ 8 " ROOF 5th FLOOR 4th FLOOR 3rd FLOOR 2nd FLOOR 3/4' 0.W19V--4,q ;� --3/4' DRAIN PIPING SCHEMAT!C SOUTH TOWER SCALE: NONE 1st FLOOR TO DRAIN CWS CWR V -5 �`— 5 GPM . - 3/4" BYPASS FILL UNE MECH PUMP ROOM —\ INTERTIE LINE BETWEEN NORTH AND SOUTH TOWER ANZEZAW • 2 1/2"—‘ 2nd FLOOR : CWR t - CWS 1 CWR 4 - 1 1/2" DRAIN ROOF 3rd FLOOR C) CC U L IV -i iI- 1st FLOOR • 9 • I P -3N 1 I P -5 N I Li 21 t J 10" HXC -1 N •-- 3/4" 1 5 GPM F 3/4" PIPING SCHEMATIC NORTH TOWER SCALE: NONE artgus OK D ACCEPTABILITY Tt35 CE9GN PNO/CR SPECIFICATION 6 APPACKD PPPROVI D HT I DEPT. I DATE TO DRAIN 6 10 6" I 4 7 lEIATE O C} TO DRAIN - 3/4" 2 WAY CONTROL VALVE, TYP 4 2 1/2" TYP UNO SUOMI sn--- CWS 4' #1---- CWR 3 -WAY VALVE 8 1 k CONNECTION POINT 2 1/2" TO AC -1N COMPRESSORS MEC,HN1CAL MASTER Ik CONNECTION POINT TO RAISED FLOOR COMPUTER ROOM AIR CONDITIONERS INTLK TO P -1 N k T TO CONTROL DAMPERS I P -2NI I P -1N l 1E1 I ; orF— I P -6 N I - 1 1 /2 "CW TO REDUCED PRESSURE BACKFLOW PREVENTER BY PLUMBING CONTRACTOR. 8 "- HVAC PIPING SCHEMATIC REPLACE COOLING TOWER BUILDING 11 -14 I I I �--- -- VERFI.OW r i- RAIN 1/2" I CT -1N I DRAIN IN DECK CAPACITY CONTROL FAN DAMPERS I I I I I I I I 55 GAL DR 10" • p. GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM PIPE ROUTING PRIOR TO JOB START. CONDENSER WATER INTERTIE BETWEEN NORTH AND SOUTH TOWERS. SEE SHEET M533 FOR SEQUENCE OF OPERATION AND AS -BUILT ISOMETRICS OF PIPING IN NORTH AND SOUTH MECH ROOMS. MANUAL AIR VENT (1 1/2") AND AUTO AIR VENT. SEE DETAIL 1, SHEET M532, TYP. CONSTRUCTION NOTES REPLACE EXISTING COOLING TOWER SPECIFIED AS CALLED OUT ON SHEET 11- 14N -RFM 1 O WITH NEW COOLING TOWER AS CALLED OUT ON DRAWING 11- 14N- RFM10. USE INTERTIE TO SUPPORT AC-1N IF NEEDED AFTER CLOSING NEW ISOLATION VALVES INSTALLED ON 11 -14 MECHANICAL UPGRADE JOB. JOB MUST BE COMPLETED AND COOLING TOWER COMMISSIONED BEFORE THE NEXT COOLING SEASON STARTS. NEW TOWER WILL EQUIPPED WITH VARIABLE SPEED DRIVE TO REPLACE ORIGINAL H1GH /LOW SPEED FANS AND SCROLL DAMPER L INSTALL NEW RISER ISOLATION VALVES AND BYPASS UNE AT TOP OF COOLING WATER RISER LINES TO ALLOW FLUSHING OF SYSTEM PRIOR TO CONNECTING AIR CONDITIONERS TO SYSTEM 5) SEE SHEETS 11- 14 -M450, M451, AND M452 FOR PARTIAL PLANS OF EACH MECHANICAL ROOM ISSUE FOR CONSTRUCTION 1 11 ros DUWAM1SH 0.11MEXi REVI9Ors SniSOL F DIM 556553-01 11_15.06 JOB 1■13. DieG .OE M326 I icew 556553 -01 11- 14 —M326 2 0 .f J