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Home My WebLink AboutPermit M10-044 - SABEY DATA CENTERSABEY DATA CENTER 3355 S 120 PL M10 -044 City itif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspectio n Request Line: 206 -431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 1023049082 kddress: 3355 S 120 PL TUKW Project Name: SABEY DATA CENTER Permit .Number: M10 -044 Issue Date: 04/19/2010 Permit Expires On: 03/16/2011 Dwner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 contact Person: Name: EASA NOUROUZEE Address: 5005 3RD AVE S , SEATTLE WA 98134 Email: EASAN@MCKINSTRY.COM Dontractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98134 Contractor License No: MCKINCL942DW Phone: 206 - 391 -6926 Phone: 206 762 -23311 Expiration Date: 03/16/2012 DESCRIPTION OF WORK: NSTALL (2) RETURN FANS, (2) EXHAUST FANS /GENERATOR.EXHAUST STACKS, (2).AHU'S, :2) CHILLERS, (2) INTAKE HOODS AND (1) PUMP SKID REVISION #1: (2) EMERGENCY GENERATORS WITH ASSOCIATED FUEL AND EXHAUST SYSTEM Value of Mechanical: 590,000.00 Fees Collected: $14,476.69 Type of Fire Protection: International Mechanical Code Edition: 2009 Permit Center Authorized Signature: 1 hereby certify that I have read and e governing this work will be complied Date: 191,,T-1.-11/(7 ed this permit and know the same to be true and correct. All provisions of law and ordinances 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 performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Date: 41/12'// 0 Print Name: k S & 0 u O (ot Z.EE 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 suspended or abandoned for a period of 180 days from the last inspection. 11J.1 -J. AA nn n .■ A Parcel No.: Address: Suite No: Cityqf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us 1023049082 3355 S 120 PL TUKW MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: M10-044 04/19/2010 10/16/2010 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: SABEY DATA CENTER 3355 S 120 PL , TUKWILA WA SABEY CORPORATION 12201 TUKWILA INTL BLVD , 4TH FLOOR EASA NOUROUZEE 5005 3RD AVE S , SEATTLE WA Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA Contractor License No: MCKINCL942DW Phone: Phone: 206 - 391 -6926 Phone: 206 762 -23311 Expiration Date: 03/16/2012 DESCRIPTION OF WORK: INSTALL (2) RETURN FANS, (2) EXHAUST FANS /GENERATOR EXHAUST STACKS, (2) AHU'S, (2) CHILLERS, (2) INTAKE HOODS AND (1) PUMP SKID Value of Mechanical: 590,000.00 Type of Fire Protection: Fees Collected: $14,413.69 International Mechanical Code Edition: 2006 EOUIPMENT TYPE AND OUANTITY 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 Equipment0 * *continued on next page ** doc: IMC -10/06 M10-044 Printed: 04 -19 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M10 -044 Issue Date: 04/19/2010 Permit Expires On: 10/16/2010 Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied Date: V UA n d this p -rmit and know the same to be true and correct. All provisions of law and ordinances ether specified herein or not. The granting of this permit does not pres construction or the p formance of work. Signature: o give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this mechanical permit. Print Name: E I'i 'O -O u Z t; G" Date: 97/11/0 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 suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -10/06 M10 -044 Printed: 04 -19 -2010 City PTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: //ww w.cidukwila.wa.us 'arcel No.: 1023049082 iddress: cite No: 'enant: 3355 S 120 PL TUKW SABEY DATA CENTER PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10-044 ISSUED 04/02/2010 04/19/2010 : ** *BUILDING DEPARTMENT CONDITIONS * ** No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the tuilding Official. :: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center 206/431- 3670). :: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to tart of any construction. These documents shall be maintained and made available until final inspection approval is wanted. 1: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by . Washington Association of Building Official Certified welder. When special inspection is required, either the owner or the registered design professional in responsible charge, hall employ a special inspection agency and notify the Building Official of the appointment prior to the first milding inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. ': A final report documenting required special inspections and correction of any discrepancies noted in the inspections hall be submitted to the Building Official. The final inspection report shall be prepared by the approved special nspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection : pproval. 1: All construction shall be done in conformance with the approved plans and the requirements of the International tuilding Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 1: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary :ewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other :xcavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of his requirement. .0: Manufacturers installation instructions shall be available on the job site at the time of inspection. .1: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Wilding Department (206- 431- 3670). .2: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building department (206 - 431 - 3870). .3: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, my violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits 'resuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila :hall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the luilding Official from requiring the correction of errors in the construction documents and other data. loc: Cond -10/06 M10 -044 Printed: 09 -22 -2010 City bi 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 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the ollowing concerns: 16: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned n the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 17: H.V.A..C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be quipped with an automatic shutoff. Automatic shutoff shall be accomplished. by interrupting the power source of the sir- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors ;hall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the nanufacturer's installation instructions. (IIVMC 606.1, 606.2.1) 18: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 19: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 10: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 11: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire ' revention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC L04.2) 12: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 13: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated it one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry themical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 34: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or packets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation nstructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so hat its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross veight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.8 feet (1067 mm) above the loor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 nches (102 mm). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot Pe completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available or use. These locations shall be along normal paths of travel, unless the fire code official determines that the sazard posed indicates the need for placement away from normal paths of travel. (ffC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that ndicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the nspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these :squired surveys. (NFPA 10, 4 -3, 4 -4) 38: The installation of flammable /combustible liquid storage tanks, both aboveground and underground, requires a separate ire department permit for each tank. Permits can be obtained from the fire prevention office at 444 Andover Park East, L'ukwila, WA 98188. 206- 575 -4407. loc: Cond -10/06 M10 -044 Printed: 09 -22 -2010 City ITukwila 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 ): All flammable /combustible liquid tank installations and piping shall comply with 2009 International Fire Code Chapter and NFPA 30. ): Generator installation shall comply with NFPA 30 chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, and manufacturers stallation guidelines. .: A stamped licensed engineers letter may be submitted to the fire inspector at the time of inspection certifying >mpliance with the referenced code requirements. Contact The Tukwila Fire PreventionBureau to witness all required inspections and tests. (City Ordinances #2050 and W51) 1: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of .ch condition or violation. These plans were reviewed by Inspector 511.If you have any questions, please call Tukwila Fire Prevention Bureau at 08)578 -4407. * *continued on next page ** 1c: Cond -10/08 M10 -044 Printed: 09 -22 -2010 City o�Tukvvila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //wwwci.tukwila.wa.us hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing tis work will be complied with, whether specified herein or not. he granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating onstruction or the performance of work. ignature: rintName: e kS 4 N 0 Lou cczE Date: 1/2-1-(10 oc: Cond -10/06 M10 -044 Printed: 09 -22 -2010 Parcel No.: 1023049082 Address: Suite No: Tenant: • 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 3355 S 120 PL TUKW SABEY DATA CENTER PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10-044 ISSUED 04/02/2010 04/19/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: 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. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (2 431 - 3'70). 13: 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. doc: Cond -10/06 M10-044 Printed: 04 -19 -2010 • 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 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U. I,. central station supervision is required. (City Ordinance #2051) 17: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installa: on instructions. (IMC 606.1, 606.2.1) 18: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 19: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 20: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked ha °ardour condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition cr violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 M10 -044 Printed: 04 -19 -2010 • • 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 r the pi •: fnrmanc• of work. Signature: Print Name: 6M C Date: yX940 doc: Cond -10/06 M10-044 Printed: 04 -19 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.citukwila.wa.us MECHANICAL PERMIT APPLICATION 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.: 1v).3 014 — 6 Site Address: 3 3 SS- S. /Latta Place, 'g/(g Suite Number: Floor: I sr 3 "I Y ) °-F Tenant Name: Property Owners Name: S43PC1 M a i l i n g Address: I Z 2-0 ( rt ■)Gw t0. t V ( "d . New Tenant: ❑ Yes R No e City State 9 i7/‘8 Zip CONTACT PERSON Who do e contact hen your permit is ready to be issued Name: M k 6) o Mailing Address: 5-0 S 3 rd kv-e_ S. e, ctt; c -k Q wt S-f" r E -Mail Address: Day Telephone: City Fax Number: 2-04, - 3It -by Z6 t•J State Zip Z.4.76— ?lb -.744/4 MECHANICAL CONTRACTOR INFORMATION Company Name: M ck,(tt J try Mailing Address: cUO 5- 3 eck- Itv-c-- 3 , Contact Person: Toll (t Q.r l t. u E -Mail Address: +5' 11 y rite iik C44b1,J 1 y• c arYln. Contractor Registration Number: MC 161N C. li 9q2.- DU) City w.1 Sirr3K State Zip Day Telephone: 2 o6 . 8 3 Z - 1 496 Z Fax Number: 2-t26 — X 3 L - k6 G 2, Expiration Date: V/ &/,Z O r — ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Soul I 24) sth vb Weil bob. w,n lc., Aye s (n-1 2-y0o 9'77o / City Day Telephone: 2-A. - G L 3 - L(6‘.( Fax Number: State Zip - CZ- 3 -L(6LS ENGINEER OF RECORD - All plans mus et stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applications \Forms- Applications On Line\2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh City State Zip Day Telephone: Fax Number: Page 1 of 2 r• • • Valuation of Project (contractor's bid price): $ 1, Scope of Work (please provide detailed information): In shtI( (2) refuv -1 i A , 17-) . haul. & ,/ tae -1f tAauWII- s{- z,,dr-s , (2 krRu% l OA C(441(W , (z) t1I,t ke k.eedS (1) pks.p .Skit{ Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric ❑ Gas I" Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: ` Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM �7 - Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Fumace 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 2 Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/Cooling System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind PERMIT APPLICATION NOTES, 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. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building 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 0 1 R OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: tea{ 7 rk 11V'e- �- Day Telephone: City Date: /Ll i mob- 39/ -6R2-(4. cam* 13 ti State Zip IDate Application Accepted: Date Application Expires: • Staff Initials: h' 1 H: \Applications\Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 2 of 2 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 Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER RECEIPT Permit Number: Status: Applied Date: Issue Date: M10-044 ISSUED 04/02/2010 04/19/2010 Receipt No.: Initials: User ID: R10 -01888 JEM 1165 Payment Amount: $63.00 Payment Date: 09/22/2010 03:05 PM Balance: $0.00 Payee: EASA NOUROUZEE TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 05847Z ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 Total: $63.00 63.00 doc: Receiot -06 Printed: 09 -22 -2010 • 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 Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER RECEIPT Permit Number: M10 -044 Status: APPROVED Applied Date: 04/02/2010 Issue Date: Receipt No.: R10 -00662 Initials: User ID: Payee: JEM 1165 Payment Amount: $11,530.95 Payment Date: 04/19/2010 12:17 PM Balance: $0.00 MCKINSTRY CO, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 307789 11,530.95 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 11,530.95 Total: $11,530.95 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -19 -2010 • 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 Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER RECEIPT Permit Number: M10 -044 Status: PENDING Applied Date: 04/02/2010 Issue Date: Receipt No.: R10 -00566 Payment Amount: $2,882.74 Initials: WER User ID: 1655 Payment Date: 04/02/2010 01:25 PM Balance: $11,530.95 Payee: MCKINSTRY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 307159 2,882.74 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,882.74 Total: $2,882.74 V'\1ENT ECEI\IE doc: Receipt -06 Printed: 04 -02 -2010 • F 7 7.717,- ..- : i7 777.. r'.1 .A7. --• �..-.rr a -T: r'•u ..; .� rc..� -'r� ,r.- .'.i t. -r __ .. 'r: •. 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 /WO-641g , c I Project: ■4C3V6/ AA7-4 a{AtiF2 Type of Inspection: FJiVAL _3X53 S /? Pt Date C 1:j6 ,r,A. .44Address: Special Instructions: % / Date Wanted: y— g-' // •. Requester: _ Phone No: X04 -.2.55 - 36 7J Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1r== o itApt Inspect Date: Jp n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection •cP f • INS ECTI NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 14 • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prpect: i, Type ospectio4 i j iceje h A ^A, i Address: D 12,6 - 7 Date Called: Special Instructions: Date Wanted: . • .. _ c 3 P c al.m, Pin. Requester: Phone No: ZEi Corrections required prior to approvaL /*.,-:• Approved per applIcable codes. COMMENTS: tfrik et6 tok-- 14-10 c, p v ninspector: Date: 1 REINSPECTION FEE RE UIRED. Prio to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.:Catrto schedule reingpection. - • •g....•• t - - taz; ••47.. r- r • • INSPECTION RECORD Retain a copy with permit INS CTION NO. PERMIT NO *Z. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: A io /IA ,a,- -.-_,___. .s, • talful Type spection: .../ww--,---- Date Called: R/voc, Address: tit, special Instructions: _ - • • Date Wanted: • ----_ a...tib ri71- Requester: Phone No: 9A9 id —SS I - ...- - ElApproved per applicable codes. COMMENTS: 1 EJ k Cthections required prior to approYkal... - ik.rT-1M AfproJA-( r•• • S kdtre-e— siNt:1-430c1J,1 Aff_dt AA-6iv*-- 144A \_ff r;•[•••1531ESC•e-'• J A. REINSPECTION FEE REQUIRED:fat r to next inspection. fee must be y paid at 6300 Southcenter Blvd.; SUite 100. Call to schedule reinspection. i Date: t. __7 ----/J: "livame..41"—,•••••••••irt. '"FtliPs701-.•iza ••• • • •■••• -,••• • 141,16,1299., afr ' INSPECTION RECORD Mi ; I Retain a copy with permit INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Proje '("5.. 04 Type of 1psipection: A A Ad res: Date C ,�„ ` "` i0 c., Special Instructions: • . I. . Date Wanted: / ,o ' ( '"�J J a.n p.m. Requester: Phone No: - El Approved per applicable codes. Corrections required prior to approvalk COMMENTS: /0 t A-I 1 e ,sr,q ^fp"(^°P n, ve 4- it--eL,,z LA.4,e.k) cxs e 6 'If LAJ Inspctor: Y. Date: 1 i - • . . • REINSPECTION FEE QUIR - rior to next inspection, fee must be paid at 6300 Southcenter lvd.. Suite .100. cal' % schedule reinspection: rs ip:M31:1137..••• - ....p ... • .11•4 . ,. ar«.v..r. .ti :.+a' : ;t•.s'r • .+ 4 • .. J..ti INSPECTION RECORD Retain a copy with permit INSPEC cN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431e3670 Permit Inspection Request Line (206) 431 -2451 Project: • --, Type of Inspection: Address: 35S 5 12.0 '' I_ Date Called: . Special Instructions: Date Wanted: y. b Requester: . e • Phone No: ca. 0 4►_ -3 9 I --l.&' 2 t_,,_ ,:. pproved •per applicable codes.- , LL r• t Corrections required prior to approval. 6 COMMENTS: • i-U L% ? - Aai 4-1Nik. I 6 Of let F- PECTION FEE REQUIR ` ' . Prior to n t inspection, fee must be t 6300 Southcenter Blvd:: '.uite100. all to schedule reinspeciion. • 4I' A. -.+ - 41.......Z 1e?X^+r1- Se+Fo°"4"7 r err: r S: 1 •s INSPEMON NO. .,rte.fl4& go .. • •4.r INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVI ON �• 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project D Type of Inspection: ? (1% ; ?/ d g6 _) k-AC �,? p.051•411-<. Address: 3 r -5 -- ( ?, r L Date Called: ._ .- Special Instructions: ~ . ` `' - Date Wanted /� {�a.m.. Requester: 4 Phone N //o�� : A40.r- Tr qt r� Afiproved per applicable codes, DCorrections required prior to approval. COMMENTS: ' ? (1% ; ?/ d g6 _) k-AC �,? p.051•411-<. 1 . ,.....0 4-_ MA.; tU4 ✓ Ljc .- 3..). 4•--i - ts.•..) tie id 4 i J .,Pn S "' at/hq-1/ -P Sii.ut 1_.. 1t1 (cc r eiTk__•-.7,7:— 0<44 di ,. ii On WA t C4 6-13 t v. le--;:?, e k>tii, -01:tr . T- �e C"" l d.1 A L . n..J ,r g d a ...- cn C tIZ • _t` A f- • es/ I --„dg ' irtiO -. ._ .. .\ L. — - -L- 4AAI1 ). NSPECTION FEE42EQUI Date: [ ; D.°Prior D next inspection. fee must be id at 6300•Southcenter Blvd. Suite i 10. Call to'schedule.reinspection. Tars• �ea�`- N- �•�a�- #•�- -� �- �- .^•-,�s�• -: -'I 'AM: 9X422TSF, 7) INSPECTION RECORD Retain a copy with permit rA l 0- 0`4"/ INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projecs: Type�f Ins kA. ' L ` C-, d "lidys "WC / -f9 --A-7"r /CS Address: Date Called: Special Instructions: Date Wanted: > ii -7 %! C.a a.m. p.m. Requester: Phone No: ElApproved per applicable codes. X.... Corrections required prior to approval. COMMENTS: 0r{Pur5(fJ kC1ae -71.c) ,ae-l<i C-, d "lidys "WC / -f9 --A-7"r /CS 'vi /,7 %7e Inspecto Dat $ 0 ' REINSPECTION FEE 9EQUIRED. Pr 'r to inspection, fee must bed al at 6300 Southcenter Blvd., Suite 100. all to schedule reinspectior, . . Receibt No.: 'Date: L INSPECTION RECORD Retain a copy with permit M14- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct: Type of Inspection: e Aite Address: 33.55 s. I2� Yl. PL Date Called: E• IP-M( -c_16, 4 J/'Af Are 6.0 Ay Special Instructions: Date Wanted: � — 2 .x 4 0 �� p.m. Requester: Phone No Approved per applicable codes. El Corrections required prior to approval. Y. COMMENTS: (_„t- kA p(e )---e i\--k. ( 8 J / E• IP-M( -c_16, 4 J/'Af Are 6.0 Ay -C 6e.. r -r LA-L. a 3---- 0,3t_ \---( OK 6 ._ cAj dr Ai .f k 11 1 1 Inspec(or: Date: ( c) ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: -, i , „� `.f;.,. , c Type of Inspection: Address: ;, Suite. #: ^, ; Contact Person: NIA) Special Instructions: Permits: ; Phone No.: Approved per applicable codes. CCorrections required prior to approval. COMMENTS: , „� Sprinklers: Fire Alarm: � Hood & Duct: Monitor: Hrs.: Pre- Fire: Permits: ; Occupancy Type: 1 A' ii. 9 r � n y ! '✓. yfiv :' {±..•t..fa+.._.. f.-4 _. y9 fit♦ r r.. Needs Shift Inspection: , „� Sprinklers: Fire Alarm: � Hood & Duct: Monitor: Hrs.: Pre- Fire: Permits: ; Occupancy Type: _ Inspector: , „� � s � Date: ; Hrs.: $80.00 REIN'PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 740 e 1)c. z c e..,, r, lf. r.. Type of Inspection: 7-64 cA d '~ spe c f, --m, Address: -3 3 Suite #: 5 .17 ca PL Contact Person: C 000 c,. ;' +( Special Instructions: Phone No.: a /mAA 4 etc_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 44 d' //1 a /mAA 4 etc_ irt ,I Qklact. 4;P--. �k E -.{ 4- Oil e 6.... 1-0,.s djc Ta ti.,,k c'42,-, vv.; 1 dk_. 4( +0 1) E.- A et 4-- -7voc o it' cJ }_ G _,'' ! "cc_ e i JIQ6, C' �..-- CA - [- e .-._ tJ r. } ,4 Q ' l / C �1rt�/t � /4.�t 5 P°;' 19le i Zeofi /,„e �l7 4 ex I- i2 OKA PvIt c -- I-A ID f p 4-e ,,.4fij 1 (0,,, u, o, v + 4 c„-„c5 (e i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1, LA __rim 5 , Date: 717 3 j, 0 H rs.: ) 5 $80.00 REINSPCTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 v`‘C 5 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit IYM 1 0 ' U') `f PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT Wa. 98188 206 - 575 -4407 Project: 4 Ia e 1 O4 -r4- C .- " ktn Type of Inspection: Address: 315-5- 5 Suite #: 17 p. Contact Person: 64 S - Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fir • 0pew,,4 . 0 ce►m,.P I )o io / f/,fvrt,'ar it . t t%" Q p s,r C ed..: T e - `}„.4 7 edict% .5-i & d.. A 4. ✓7 //i 4itc, ✓ • .i/ ✓% e7 iCa - s'fJai r 4/,1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fir • Permits: Occupaanc Type: Inspector: f3 Date: Hrs.: rs.. / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspgction. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 DIESEL GENERATOR SET CATERPILLAR® FILE COPY Image shown may not reflect actual package. FEATURES STANDBY 2500 ekW 3125 kVA 60 Hz 1800 rpm 480 Volts Caterpillar is leading the power generation marketplace with Power Solutions engineered to deliver unmatched flexibility, expandability, reliability, and cost - effectiveness. FUEL /EMISSIONS STRATEGY • EPA Tier 2 DESIGN CRITERIA • The generator set accepts 100% rated Toad in one step per NFPA 110 and meets ISO 8528 -5 transient response. UL 2200 • UL 2200 listed packages available. Certain restrictions may apply. Consult with your Cat® Dealer. FULL RANGE OF ATTACHMENTS • Wide range of bolt -on system expansion attachments, factory designed and tested • Flexible packaging options for easy and cost effective installation SINGLE- SOURCE SUPPLIER • Fully prototype tested with certified torsional vibration analysis available WORLDWIDE PRODUCT SUPPORT • Cat dealers provide extensive post sale support including maintenance and repair agreements • Cat dealers have over 1,600 dealer branch stores operating in 200 countries • The Cat® S•O•SS" program cost effectively detects internal engine component condition, even the presence of unwanted fluids and combustion by- products RECEIVED CITY OF TUKWLA SEP202010 PERMIT CEN CAT 3516C -HD TA DIESEL ENGINE • Reliable, rugged, durable design • Field- proven in thousands of applications worldwide • Four - stroke -cycle diesel engine combines consistent performance and excellent fuel economy with minimum weight CAT EMCP 3 SERIES CONTROL PANELS • Simple user friendly interface and navigation • Scalable system to meet a wide range of customer needs • Integrated Control System and Communications Gateway REVIEWED FOR CODE COMPLIANCE Ste 2 2 111ft1 City of Tukwila BUILDING DIVISinm REJI$ION N0.! Mao -o�l� STANDBY 2500 ekW 3125 kVA 60 Hz 1800 rpm 480 Volts CATERPILLAR' FACTORY INSTALLED STANDARD & OPTIONAL EQUIPMENT System Standard Optional Air Inlet • Single element canister type air cleaner • Service indicator 11 Dual element & heavy duty air cleaners [ ] Air inlet adapters & shutoff Cooling • Radiator with guard • Coolant drain line with valve • Fan and belt guards • Caterpillar Extended Life Coolant* 11 Radiator duct flange 1] Jacket water heater Exhaust • Dry exhaust manifold • Flanged faced outlets [ 1 Mufflers and Silencers [ 1 Stainless steel exhaust flex fittings [ ] Elbows, flanges, expanders & Y adapters Fuel • Secondary fuel filters • Fuel priming pump • Flexible fuel lines • Fuel cooler* 11 Water separator [ ] Duplex fuel filter Generator • Class H insulation • CAT digital voltage regulator (CDVR) with KVAR /PF control, 3 -phase sensing • Winding temperature detectors • Anti - condensation heaters • Reactive Droop [ ] Oversize & premium generators Power Termination • Bus bar (NEMA or IEC mechanical lug holes)- right side standard • Top and bottom cable entry 11 Circuit breakers, UL listed, 3 pole with shunt trip,100 %rated, choice of trip units, manual or electrically operated (low voltage only) [ 1 Circuit breakers, IEC compliant, 3 or 4 pole with shunt trip (low voltage only), choice of trip units, manual or electrically operated [ 1 Bottom cable entry { 1 Power terminations can be located on the right, left and /or rear as an option. Multiple circuit breaker options Governor • ADEMTm 3 [ 1 Load share module Control Panels • User Interface panel (UIP) - rear mount (standard) • EMCP 3.1 Genset Controller • AC &DC customer wiring area (right side) • Emergency Stop Pushbutton 1 1 EMCP 3.3 [ 1 Option for right or left mount UIP [ 1 Local & remote annunciator modules [ 1 Generator temperature monitoring &protection Lube • Lubricating oil and filter • Oil drain line with valves • Fumes disposal • Gear type lube oil pump [ ] Oil level regulator [ 1 Deep sump oil pan [ 1 Electric & air prelube pumps [ 1 Manual prelube with sump pump [ 1 Duplex oil filter Mounting • Rails - engine / generator / radiator mounting • Rubber anti- vibration mounts (shipped loose) [ 1 Isolator removal 11 Spring -type vibration isolator Starting /Charging • 24 volt starting motor(s) • Batteries with rack and cables • Battery disconnect switch [ 1 Battery chargers (10 &20AMP) [ 145 amp charging alternator [ 1 Oversize batteries [ 1 Ether starting aid [ 1 Heavy duty starting motors [ 1 Barring device (manual) [ 1 Air starting motor with control & silencer General • Right -hand service • Paint - Caterpillar Yellow except rails and radiators are gloss black • SAE standard rotation • Flywheel and flywheel housing - SAE No 00 11 CSA certification [ ] EU Certificate of Conformance *Not included with packages without radiators Note Standard and optional equipment may vary for UL 2200 Listed Packages. UL 2200 Listed packages may have oversized generators with a different temperature rise and motor starting characteristics. 2 March 03 2010 17:19 PM STANDBY 2500 ekW 3125 kVA 60 Hz 1800 rpm 480 Volts SPECIFICATIONS CATERPILLAR' CAT GENERATOR Frame 1844 Excitation Permanent Magnet Pitch 0.6667 Number of poles 4 Number of bearings 2 Number of leads 6 Insulation UL 1446 Recognized Class H with tropicalization and antiabrasion Alignment Closed Coupled Overspeed capability 125% Wave form 2% Paralleling kit/Droop transformer Standard Voltage regulator.3 Phase sensing with selectible volts /Hz Voltage regulation Less than +/- 1/2% (steady state) Less than +/- 1/2% (w /3% speed change) Telephone influence factor Less than 50 Harmonic distortion Less than 5% CAT DIESEL ENGINE 3516C -HD ATAAC, V -16,4 stroke, water - cooled Bore 170.00 mm (6.69 in) Stroke 215.00 mm (8.46 in) Displacement 78.08 L (4764.73 in') Compression Ratio 14.7:1 Aspiration TA Fuel System Electronic unit injection Governor Type ADEM3 CAT EMCP CONTROL PANELS • EMCP 3.1 (Standard) • EMCP 3.2 / 3.3 (Option) • Single location customer connector point • True RMS metering, 3 -phase • Controls - Run / Auto / Stop control - Speed Adjust - Voltage Adjust - Emergency Stop Pushbutton - Engine cycle crank • Digital indication for: - RPM - Operating hours - Oil pressure - Coolant temperature - System DC volts - L -L volts, L -N volts, phase amps, Hz - ekw, kVA, kVAR, kW -hr, %kW, PF (EMCP3.2 /3.3) • Shutdowns with indicating lights for: - Low oil pressure - High coolant temperature - Low coolant level - Overspeed - Emergency stop - Failure to start (over crank) • Programmable protective relay functions: (EMCP 3.2 & 3.3) - Under and over voltage - Under and over frequency - Overcurrent (time and inverse time) - Reverse power (EMCP 3.3) • Options - Vandal door - Local annunciator module - Remote annunciator module - Input / Output module - RTD / Thermocouple modules - Monitoring software 3 March 03 2010 17:19 PM STANDBY 2500 ekW 3125 kVA 60 Hz 1800 rpm 480 Volts TECHNICAL DATA CITE R P1 LLAR' Open Generator Set - - 1800 rpm /60 Hz /480 Volts DM8266 EPA Tier 2 Generator Set Packa9e Performance Genset Power rating @ 0.8 pt Genset Power rating with fan 3125 kVA 2500 ekW Coolant to aftercooler Coolant to aftercooler temp max 50 ° C 122 ° F Fuel Consumption 100% load with fan 75 %load with fan 50% load with fan 655.9 L/hr 509.6 L/hr 372.3 L/hr 173.3 Gal /hr 134.6 Gal/hr 98.4 Gal /hr Cooling System' Air flow restriction (system) Air flow (max @ rated speed for radiator arrangement) Engine Coolant capacity with radiator /exp. tank Engine coolant capacity Radiator coolant capacity 0.12 kPa 2800 m3 /min 504.0 L 233.0 L 271.0 L 0.48 in. water 98881 cfm 133.1 gal 61.6 gal 71.6 gal Inlet Air Combustion air inlet flow rate 198,0 m3 /min 6992.3 cfm Exhaust System Exhaust stack gas temperature Exhaust gas flow rate Exhaust flange size (internal diameter) Exhaust system backpressure (maximum allowable) 494.4 ° C 539.4 m3 /min 203.2 mm 6.7 kPa 921.9 ° F 19048.7 cfm 8.0 in 26.9 in. water Heat Rejection Heat rejection to coolant (total) Heat rejection to exhaust (total) Heat rejection to aftercooler Heat rejection to atmosphere from engine Heat rejection to atmosphere from generator 830 kW 2478 kW 763 kW 161 kW 106.9 kW 47202 Btu /min 140924 Btu/min 43392 Btu /min 9156 Btu /min 6079.4 Btu /min Alternator' Motor starting capability @ 30% voltage dip Frame Temperature Rise 7736 skVA 1844 125 ° C 225 ° F Lube System Sump refill with filter 401.3 L 106.0 gal Emissions (Nominall' NOx g /hp -hr CO g /hp -hr HC g /hp -hr PM g /hp -hr 5.05 g /hp -hr .41 g /hp -hr .1 g /hp -hr .036 g /hp -hr For ambient and altitude capabilities consult your Caterpillar dealer. Air flow restriction (system) is added to existing restriction from factory. 2 UL 2200 Listed packages may have oversized generators with a different temperature rise and motor starting characteristics. Generator temperature rise is based on a 40 degree C ambient per NEMA MG1 -32. 3 Emissions data measurement procedures are consistent with those described in EPA CFR 40 Part 89, Subpart D & E and IS08178 -1 for measuring HC, CO, PM, NOx. Data shown is based on steady state operating conditions of 77 °F, 28.42 in HG and number 2 diesel fuel with 35° API and LHV of 18,390 btu/lb. The nominal emissions data shown is subject to instrumentation, measurement, facility and engine to engine variations. Emissions data is based on 100% load and thus cannot be used to compare to EPA regulations which use values based on a weighted cycle. 4 March 03 2010 17:19 PM STANDBY 2500 ekW 3125 kVA 60 Hz 1800 rpm 480 Volts RATING DEFINITIONS AND CONDITIONS CAATERPILLAR Meets or Exceeds International Specifications: AS1359, CSA, IEC60034 -1, IS03046, IS08528, NEMA MG 1 -22, NEMA MG 1 -33, UL508A, 72/23/EEC, 98/37/EC, 2004/108/EC Standby - Output available with varying load for the duration of the interruption of the normal source power. Average power output is 70% of the standby power rating. Typical operation is 200 hours per year, with maximum expected usage of 500 hours per year. Standby power in accordance with IS08528. Fuel stop power in accordance with IS03046. Standby ambients shown indicate ambient temperature at 100% load which results in a coolant top tank temperature just below the shutdown temperature. Ratings are based on SAE J1349 standard conditions. These ratings also apply at IS03046 standard conditions. Fuel rates are based on fuel oil of 35° API [16° C (60° F)1 gravity having an LHV of 42 780 kJ /kg (18,390 Btu/lb) when used at 29° C (85° F) and weighing 838.9 g /liter (7.001 Ibs /U.S. gal.). Additional ratings may be available for specific customer requirements, contact your Caterpillar representative for details. For information regarding Low Sulfur fuel and Biodiesel capability, please consult your Caterpillar dealer. 5 March 03 2010 17:19 PM STANDBY 2500 ekW 3125 kVA 60 Hz 1800 rpm 480 Volts DIMENSIONS CATERPILLAR Package Dimensions 'L'engtfi7 `'Y;': :17.i.:."';'f` °- 6973.0_mm: 274..53 in` Width 2569.2 mm 101.15 in Height;,':: °;,,_ , , 3017;7.mm: 118.81•in: . Weight 14 598 kg 32,183 lb Performance No.: DM8266 Feature Code: 516DE5Q Gen. Arr. Number: 2523946 Source: U.S. Sourced March 03 2010 16023025 6 NOTE: For reference only - do not use for installation design. Please contact your local dealer for exact weight and dimensions. (General Dimension Drawing #3292332). www.CAT-ElectricPower.com m 2010 Caterpillar All rights reserved. Materials and specifications are subject to change without notice. The International System of Units (SI) is used in this publication. CAT, CATERPILLAR, SAFETY.CAT.COM their respective logos, "Caterpillar Yellow," and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. 44 16 121.69 160.81 UFTING EYE FUMES DISPOSAL TUBES 57.2 [2.25] OD EXHAUST (SEE DETAIL SHEET) 100.59 75.14 98.43 OIL FILLER WATER DRAIN 1- 11 -1/2 NPTF THD FUEL PRIMING PUMP MAX. STROKE = 9.65 FUEL FILTER OIL FILTER RADIATOR CAP TERMINAL STRIP CONNECTIONS 00.55 6 HOLES CABLE ENTRY AIR CLEANER 21.51 14.29 1 kl■■1111 _Apr 11' dim; ,,..ir .�IIIr/� , _emipmals...4111-411,,,\ A ii ii 1 I■ - ■.. 1i.. ��.�AI� l. u,. I O, , i � ,,�: mmE J " 1 miiiiirarmiiiiier„hrhiLiiiiiiiirdrifi �I ! L L_i Il°71+�It�_i111 5.20-I 94 43 124.31 38 58 30 79 41 89 10 72 14 54 17.68 17 30 20 63 40.03 RADIATOR DRAIN VALVE WATER DRAIN 1/4 -18 NPTF THD OIL SCREEN 75.39 94.93 99.13 168.92 O RIGHT SIDE VIEW 290.61 13- Q 15- .10- SCALE: OIL DRAIN 1- 3/16 -12 THD - - REV DATE EXCESS FUEL RETURN 1- 3/16 -12 THD PRELIMINARY NOT FOR CONSTRUCTION FUEL INLET 1- 3/16 -12 THD Dm*� nelm v — w...H.. ra.11.n ...S,.. w Ws w.: M " p� W Y 1 J tl. "M. 1 IN H nK� lYgyiren�..n.rt Y re* ar11 le eat ..NH . HM_ et I ...1., . my elbow 01 ,.e... *ova. 1 .. =MI s :.:7.:..�- .,:.f1.. DESCRIPTION DWG. N0. DLX- 1050-(D1 TITLE: CATERPILLAR 35150 DIESEL DONE PACKAGE DENSET 2500 (W STANDBY POSER. 50NZ. 410V 903WN WITH OPTIMAL ATTAGIOIENTS SCALE 1.30 SHEET: I 01 a DRAM: G. aR : ALL DAZE: 3-11 -2010 DOt 1 .6 KA CHECKED: J. MCA A05: sABEY DATACENTEA N C POWER SYSTEMS CO. mg RADIATOR CAP FUEL PRIMING PUMP FUEL FILTER REMOVAL DISTANCE = 9.25 OIL FILTER - REMOVAL DISTANCE = 10.16 118.81 38.00 - 28.52- -26.1724.33 .c�. 101.15 Lei 18.59 17.30 24 30 OIL DRAIN RADIATOR DRAIN VALVE 1/2 -14 NPTF 11-ID OIL SCREEN 20.26 MI 0 FRONT VIEW OIL DRAIN VALVE EXHAUST MR CLEANER EMERGENCY STOP BUTTON 10.84 10.23 17.25 17.25 1.11 10.23 .._ RADIATOR CAP EXHAUST AIR CLEANER CIRCUIT BREAKER 49 63 42 92 29 13 124.31 101 16 67 20 44 UFTING EYE 03.00 CUSTOMER MOUNTING HOLES 30.06 50.58 101.15 REAR VIEW SCALE: 1'.30' D a- . er.r . - re�uan *e • aim dear* nwarriWira WTr • *Um .e•r Nww WO. lLMY II:N= r:s%I�L� , =Nr n wa ' ▪ ..al'rn°faa Y'Y t � r .%. =tylr•sy • exunc• .glLly, . Mar • r. _— l allW a ar •� a spalw�. Al• den* r mad a«!01. :: ••••••11. ,r Wr UFZING EYE 03.00 CUSTOMER MTG HOLES OIL DRAIN PRELIMINARY NOT FOR CONSTRUCTION REV DATE DESCRIPTION BY OWT. N0. DL1( -1050-( 2 01LE: CATERPILLAR 3515C DIESEL ENDNE PACHACE OENSET 25000(W STANDBY POSER 60N2. 4000 SIOM1 MIN OPTIONAL ATTACHMENTS SCALE: 1 -30 SKIM 2 of 0 CRAW G CURIF}00a DATE: 3-11 -2010 ENCR: J. JRKA CHECKED: J. MIA JOB: SAW( OATACENIER N C POWER SYSTEMS CO. Em EXHAUST (SEE DETAIL SHEET) RADIATOR CAP 54.21 21.51 REMOVAL DISTANCE 9.06 .1..., 11 II I !7 I [II Ilk 32.95 I/ imImIIIIII fi�w►.1li■it� II IP ��i� ••I- o�110r�%II111 dII/ will 1/ ` '� I I �/ � III woo 0V II11 - m'��.m•�"pxif�mrp'r:�.m > }� .I. IHHHHHHH�'I!!! 1 � N� ign iii ij i �A I ■ �-4- - -- -ri i'f tu�u Al >1�� M IIM�! 'i Chi rn i " 1 Y lii 511-411P : 124.31 2.31 FUMES DISPOSAL TUBES 2.25 OD UFTING EYE AIR CLEANER STARTING MOTORS RADIATOR DRAIN VALVE OIL SCREEN OIL DRAIN VALVE 167.32 290.61 LEFT SIDE VIEW 9 S W SCALE: I'.70' `� .� rent. wnt. r mn tr. n weryrR VYCM� • M. do I. * r win L 11iY.P .. n.tnnLd MP..� NC �o w .P.� 4 TV .n....0. W...n ana,.u. ar tr Nc r t .Ywt .....Y .enA.A er .. .v.. LIFTING EYE OIL DRAIN PRELIMINARY NOT FOR CONSTRUCTION REV I DATE DESCRIPRON (BY DWG N0. DLK- 10550 -- `( 3 TIME: CATERPILLAR 35160 PESO. ENGINE RAO(AHE CENSET 2500IXW STANDBY ROVER. 00X2. AAOV SHOW ,TN OPIIOIAL ATTAOOIENTS SCALE 1 ■330 SHEET: 3 of DRAYN: G GURKENDALL DAIS: 5-11 -2010 ENO* 1 mRA DIEORt J. ARRA 408: SABET DATADENTER N C POWER SYSTEMS CO. 0 TOP VIEW RADIATOR DRAIN VALVE RADIATOR CAP FUEL PRIMING PUMP OIL FILTER EXHAUST SCALE 1'30' r L b -- O.n � ore... eonwti ar Iw�..r.P ..�sW..Y r lewlli. pn}n w� a .+. ra 61 7M1: rwrvwr.N�=, 10 w O .eropi . aer w r rw�...a.�w.r.� r:.� goo ...r r r.0 It In �i =pH., ,rr1.. ' PRELIMINARY NOT FOR CONSTRUCTION REV DATE DESCRIPTION 0; mt. No. DLL(- IOW-CE A TITLE: CA7fl1ALL.1R 35160 01ESEL ENGINE PACKAGE GENSET 2500014 STANDBY POWER. 00142. 4805 010045 101H OPTIONAL ATTADOIENTS SCALE 1.30 DATE: 3-11 -2010 01EET: 4 of 0 DIOR: J. JIRKA DRAWN: G. CIRKENDALL CHEERED: 1 JRKA JOB: SABEY DATACENTER N C POWER SYSTEMS CO. • ISOLATOR MOUNTING HOLES 0.94 X 1.93 SLOT 4 SLOTS EACH SIDE MARKED X 25.11 22.75 17.24 100.41 39.98 21.95 — 91.20 25.11 22 75 17.24 77.87 150.71 FOOTPRINT 274.53 165.74 T 9 SCALE: 1 50 57 48 56 46 56 46 56 48 56 50 57 101.15 ISOLATOR MOUNTING HOLES 0.94 Da ..A.tl.=_~ s 4N..0..4014 . 14141144. e.aFM W tlb W. .tlA.. Z P. °�m.r�.�w�.Lriq.in:rai wiw -gut ie1 » w1eWa ..=..A ..1 4... n.m r w. ean.wl aem..Mr. r .1 PRELIMINARY NOT FOR CONSTRUCTION REV DATE OESCRPTION BT DWG N0. DU(- 1050 —D5 1111E: CAIERPPLLAR 3518C DIESfl. ENGINE PAGIUCE GENSET 25000(W STANDBY POWER 80112. 480V 3I10341I WTI 0P11021AE ATTACHMENTS SCALE: 1 -30 SNEET: 5 41 8 DRAWN: C. CURIKENOALL OATS 3-11 -2010 EN0R: .1 MICA CNECKE11 .1 2181.0 HOB: SABEY DATACEN1ER N C POWER SYSTEMS CO. BASE LEVEL ENGINE GP -1280 CAT 3516C HD 2500SC2 GLOBAL GENSET ATTACHMENTS SHOWN RJSDE5088 CALDYN VIBRATION ISOLATORS GC -3227 REAR MOUNT 4000A 3P UL RATED BREAKER 0250.9 [09.88] 0203.0 [07.99] 0280.0 [011.02] DETAIL OF EXHAUST 010.5 [00.41] 8 HOLES EQ SP OIL SCREEN REMOVAL DISTANCE DETAIL OF OIL SCREEN W M, tar: 1 - prww.�r k1....0 %- t.6 0 .. eon.. �i.44e �W b � M bL0.1.12 In W.p VI= w ft"IC Z C. My '''. 11M .004 11611 et I t by ■to I n ml IIJ. M►q b m.datn mil Y . M.ila b N r�W �amy�.br pw b ,▪ .IWYNa M. el Ybnollon.aa bal IrW 4w 11• i6.lb. Ab Om* b =pot .rl�i�1 PRELIMINARY NOT FOR CONSTRUCTION REV DATE DESCRIPTION DWG. N0. EMJC-1O50 -CID6 1111E CATERPILLAR 3510C DIESEL ENGINE PACKAGE GENSET 25000CW STANDBY POWER. 60112. 4000 SN011N WIN OPTIONAL ATTACHMENTS SCALE: 1 -30 SHEET: 6 61 6 DRAWN: C. CURNENDA . DATE 3 -11 -2010 ENCR: J. JRKA CHECCED:.6. JRKA JOB: SABEY DATACENIER N C POWER SYSTEMS CO. MI REVISION N PERMIT CENTER MOcY-1 VECA Electric PANEL: ,52C-L1 I TM 601094 �R _ : SOC 52 GENERATOR - •._... FEED -THRU: 1 LO ■ FRO : � - rt_41)) A B C RCPT 1T ' OP HEAT CKT DESCRIPTI PH AMP P KVA AMPS KVA AMPS KVA AMPS 1.5 1 GENERATOR C BLOCK HEATER , A 20 2 1.5 12.5 1.5 3 GENERATOR C BLOCK HEATER ' : 1.5 12.5 AMP: 100 0.5 6 GENERATOR C BATTERY CHARGER 20 1 0.5 4.2 VOLTS: 120 _ 7 SPARE A 20 1 0.0 0.0 208 0.5 9 DAY TANK 52C CONTROLS I' 20 1 0.5 4.2 PH: 3 _ - "J 4 C 20 1 , 0.0 0.0 WIRE: 4 -111111 ' 3 ' 1 1!i ' - C 3 �i • • RS /AC I° T- S A 20 1 1.0 8.3 BUS: AL 15 B 20 1 0.0 0.0 _ A.I.C.: 18K 17 C 20 1 0.0 0.0 MLO: YES 19 d A 20 1 0.0 0.0 MCB: . 21 0:- ;;� ® 8 20 1 0.0 0.0 3R: 23.4 sat ' ' �,�+ C 20 1 0.0 0.0 FLUSH: 25 • • A 20 1 0.0 0.0 SURF: - YES . 27 B 20 1 0.0 0.0 29 C 20 1 0.0 0.0 4- 31 A 20 1 0.0 0.0 • 1G GRND: 33 B 20 1 0.0 0.0 200% N: 35 C 20 1 0.0 0.0 FD THR NO 37 A 20 1 0.0 0.0 DBL LUG: 1.0 39 GENERATOR ROOM RECEPTACLES B 20 1 1.0 8.3 TO YES 41 C 20 1 0.0 0.0 BTM: 2 A 50 3 0.0 0.0 PANELT.C.L. 4 ----- _ B ' 0.0 0.0 LOAD (kVA) 6 B �HN REVIO N1D FOR C 1 0.0 _ 0.0 RCPT 1.0 8 CODE COMPLIANCE 0.0 0 -0 10 A 20 1 0.0 0.0 EQP s 0 12 APPROVED C 20 1 0.0 0.0 HEAT 0.0 14 A 20 1 0.0 0.0 1 16 SEP ;� J Cr 2 2 2u it B 0.0 0.0 TOTAL 6.0 18 C 0.0 0.0 r 2D A 0.0 0.0 FEEDER T.C.L. u 22 -y of idef a 8 0.0 0.0 LOAD (kVA) 0.0 0.0 RTG 26 BUILDING DIA!ISi iv A 0.0 0.0 0.0 26 B 0.0 0.0 EOP 5.0 30 C 0.0 0.0 HEAT 0.0 32 A 0.0 0.0 34 B 0.0 0.0 TOTAL 6.0 36 C 0.0 0.0 LG MTR 38 A 0.0 0.0 FEEDER DEMAND 40 B 0.0 0.0 kVA 6.0 42 C 0.0 0.0 AMPS 16.7 - A 0.0 0.0 - B 0.0 0.0 - C - • 0.0 0.0 1.0 0.0 5.0 0.0 KVAJAMPS: 2.5 20.8 3.0 25.0 0.5 4.2 Mfg/Type: Square D Hlcr� KECEIV,11 OF 7v th 0.0 0.0 2.5 0.0 A CB Type: 1.0 0.0 2.0 0.0 B Remarks: - C' 0.0 0.0 0.5 0.0 C SDC 52 CENTRAL PLANT PHASE!! :-TP 9 a ?AU REVISION N PERMIT CENTER MOcY-1 VELA Electric SWBD HDP -52C I ROOM: SIX 52 MAIN ELEC ROOM TM 601094 LOAD DISTRIBUTION FROM: UNIT SUBSTATION HVS C RCPT J LTG EQP HEAT DESCRIPTION AMP P kVA AMPS 372.0 UPS 52-C1 PRIMARY 1200 3 372 447 -1 UPS 52 -C1 STATIC BYPASS 1200 3 - - AMP: - 4000 MCP -52-C1 MAINT BYPASS 1200 3 - - VOLTS: 277 372.0 UPS 52 -C2 PRIMARY 1200 3 372 447 480 UPS 52-C2 STATIC BYPASS 1200 3 - - PHASE: 3 MCP-52-C2 MAINT BYPASS 1200 3 - - WIRE: 3 372.0 UPS 52-C3 PRIMARY 1200 3 372_ 447 BUS: CU UPS 52-C3 STATIC BYPASS 1200 3 v - - A.I.C.: _ 65K MCP-52-C3 MAINT BYPASS 1200 3 - - M.L.O.: 9.0 RF 52C 20 3 9 11 MAIN CB: YES 17.5 AHU -52C3 60 3 18 21 FUSE: 1 - - FLUSH: 2.9 0.0 1323.0 M52-C MECH 1600 3 1,326 1,595 SURF: YES 0.0 2.0 4.8 52C4-11 50 3 7 8 1.0 0.0 5.0 XFMR 52C SERVING 52C-L1 50 3 6 7 - - IG GND: 9.0 RF -520 (TEMPORARY FEED) 9 11 200% N: • - - FD THRU: - - D81. LUG: - - TOP: : _ . °% - - BTM: YES • - ' - - - PANEL T.C.L. " - - LOAD (kVA) c 11.71.t- , ! L� r` t N - - RCPT 4 NFP ;:: NEC - - LTG 2 - wFar. ! - - EQP - 2,484 _ _,...i, 1 ' R , +: " - - HEAT a 4V - - TOTAL 2,490 - - FEEDER T.C.L. NG s s - - LOAD (WA) + - RCPT 4 _ - - LTG 2 - - EQP 2,484 - - HEAT - - - TOTAL 2,490 - - FEEDER DEMAND - - kVA 2,491 TOTAL 2,490 2,995 AMPS 2,996 4 2 2,484 - MFG: SO D CB: NOTE: SWITCHBOARD HAS DUAL INPUT BREAKERS WITH AUTOMATIC TRANSFER FROM NORMAL Feeder T.C.L Is printed here horizontally TO GENERATOR POWER. to allow a block -paste -IIW to the 'Load Distribution- columns of 8 aub '� - `. feed panel or switchboard. I 1 1 Project SOC 52 CENTRAL PLANT PHASE II ;;7"'`ji 101/10 VECA Electric swBD MBP -52 -C1 ROOM: SDC 52 MAIN ELEC ROOM TM 601094 LOAD DISTRIBUTION FROM: HDP -52C RCPT LTG EQP HEAT DESCRIPTION AMP P kVA AMPS J 124.0 STS -CA1 SUITE 52 -03 , 400 3 124 149 124.0 STS-CB1 SUITE 52 -02 400 -3 124 149 AMP: 1200 124.0 STS -CD1 SUITE 52 -02B 400 3 124 149 VOLTS: _ 277 STS -AC1 ALTERNATE FEED 400 3 - - 480 STS -BC1 ALTERNATE FEED 400 3 - - PHASE: 3 STS -DC1 ALTERNATE FEED 400 3 - - WIRE: 3 _ - - BUS: CU . — - - A.I.C. 135K . - - M.I.O.: _, _ - - MAIN CB: YES _ - - FUSE: 1 - - FLUSH; - - SURF: YES - - IG GND: - - 200% N: - - FD THRU: - _ - DBL LUG: - - - TOP: - - BTM: YES - - PANEL T.C.L. - - LOAD (kVA) - RCPT - _ - LTG _ - - - EQP 372 - - HEAT - i - - TOTAL 372 - - FEEDER T.C.L - - - LOAD (kVA) - - RCPT - - - LTG - - - EQP 372 - - HEAT - - - TOTAL 372 - - FEEDER DEMAND - - kVA 372 TOTAL 372 447 AMPS 447 - - 372 _ - MFG: SQ D CB: SO D NOTE: Feeder T.C.L. is printed here horizontally to allow a block 'pastadiric'to the 'Load Distribution- columns of a sub- feed panel or svitehboard. 1 I I Project: ISDC 52 CENTRAL PLANT PHASE II 04/01/10 I VECA Electric swan MBP -52 -C2 ROOM: SDC 52 MAIN ELEC ROOM TM 601094 LOAD DISTRIBUTION FROM: HDP -52C a RCPT LTG EQP HEAT DESCRIPTION AMP P kVA AMPS 124.0 STS -CA2 SUITE 52 -01 400 3 124 149 124.0 STS -CB2 SUITE 52 -02 400 3 124 149 AMP: 1200 124.0 STS -0O2 SUITE 52 -028 400 3 124 149 VOLTS: 277 STS -AC2 ALTERNATE FEEDER 400 3 - - 480 _ STS-BC2 ALTERNATE FEEDER 400 3 - - PHASE: 3 STS -DC2 ALTERNATE FEEDER 400 3 - - WIRE: 3 - - BUS: CU - - A.I.C.: 65K - - ` M.L.O.: - - MAIN CB: YES - - FUSE: - - FLUSH: - - SURF: YES - - IG GND: - - 200% N: ., - - FD THRU: - - DBL LUG: . - - . TOP: - - BTM: YES - - PANEL T.C.L. - - LOAD (kVA) - - RCPT - - - LTG , - _ - - EQP 372 _ - - HEAT - - - TOTAL 372 - - FEEDER T.C.L. - - LOAD (kVA) - - RCPT - - - LTG - - - EQP 372 - - HEAT - - - TOTAL 372 - - FEEDER DEMAND - - kVA 372 TOTAL 372 447 AMPS 447 - - 372 - MFG: SQ D . -- � . -- — - CB: SQ D NOTE: Feeder T.C.L. le printed here horizontally to allow a block'pasteAnk' to the Load Distribution columns of a sib- teed panel a swttdtb card. I I i Project: SOC 52 CENTRAL PLANT PHASE II 04101/10 VECA Electric swBD "MBP -52 -C3 ROOM: SDC 52 MAIN ELEC ROOM TM 601094 LOAD DISTRIBUTION FROM: HDP -52C RCPT LTG EQP HEAT DESCRIPTION AMP P kVA AMPS _ 124.0 STS-CA3 SUITE 52 -01 400 3 124 149 124.0 STS -CB3 SUITE 52 -02 400 3 124 149 AMP: 1200 124.0 STS -CD3 SUITE 52 -03B 400 3 124 149 VOLTS: 277 STS -AC3 ALTERNATE FEEDER 400 3 - - 480 STS -BC3 ALTERNATE FEEDER • 400 3 - - PHASE: 3 . STS -DC3 ALTERNATE FEEDER 400 3 - - WIRE: 3 - - BUS: CU - - A.I.C.: 65K • - - M.L.O.: - - MAIN CB: YES - - FUSE: - - FLUSI t - - SURF: YES - - IG GND: - - 200% N: - - FD THRU: - - DBL LUG: - - TOP: - - BTM: YES - - PANEL T.C.L. - - LOAD (kVA) - - - RCPT - - - LTG - - - EQP 372 - - HEAT • - - TOTAL 372 - - FEEDER T.C.L. - - LOAD (kVA) - - RCPT - - - LTG - 1 - - EQP 372 - - HEAT • - - TOTAL 372 - - FEEDER DEMAND - - kVA 372 TOTAL 372 447 AMPS 447 - - 372 - MFG: SQ D - - - - - . -- CB: SQ D I NOTE: reader T.C.L. W printed here horizontally to allow e block 'paste- I to tha 'Load Distribution' columns at a sub- . teed panel or svdtchbonrd. I I I Project SDC 52 CENTRAL PLANT PHASE II 1 I 04101110 VECA Electric swab M -52C • I ROOM: 3RD FLOOR MECHANICAL ROOM TM 601094 LOAD DISTRIBUTION FROM: HDP -52C _ _ RCPT LTG EQP HEAT DESCRIPTION AMP P kVA AMPS 80.0 RF -5201C 2nd Floor 100 3 60 72 60.0 RF-5202C 2nd Floor 100 3 60 72 AMP: 1600 1 60.0 RF -5203C 2nd Floor 100 3 60 72 VOLTS: 277 243.0 CH-52-C1 Roof 350 3 243 292 480 243.0 CH -52 -C1 Roof 360 3 243 292 PHASE: 3 243.0 CH-52-C2 Roof 350 3 243 292 WIRE: 3 243.0 CH -52-C2 Roof 350 3 243 292 BUS: CU 24.0 CHP -52BC Roof 40 3 24 29 A.I.C.: 65K 64.0 AHU -52 -C1 3rd Floor 150 3 64 77 M.L.O.: YES 64.0 AHU -52 -C2 3rd Floor 150 3 64 77 MAIN CB: 2.9 Transformer 52C-L2 3rd Floor 50 3 3 3 FUSE: 19.0 25% of the Largest Motor 40 3 19 23 FLUSH: - - SURF: YES - - IG GND: - - 200% N: - FD THRU: - - DBL LUG: - - , TOP: _ - - BTM: YES - - PANEL T.C.L. - - LOAD (kVA) - - RCPT 3 - - LTG - - - EQP 1,323 - - HEAT - - - TOTAL 1,326 - - FEEDER T.C.L. - - LOAD (kVA) - - RCPT 3 - - LTG - - - EQP 1,323 - - HEAT - - - TOTAL 1,328 - - FEEDER DEMAND _ - - kVA 1,326 1,595 , TOTAL 1,326 1,595 AMPS 3 - 1,323 - MFG: SO D CB: NOTE: Project SDC 52 CENTRAL PLANT PHASE II 1 04/01/10 1 -R VECA Electric PANEL 52C -H1 TM 601094 1 OOM: SDC 52 GENERATOR ROOM FEED -THRU: LOADS FROM: HDP -52C A B C RCPT LTG EQP HEAT CKT DESCRIPTION PH AMP P KVA AMPS, KVA AMPS KVA AMPS 1 A 20 1 0.0 0.0 3 B 20 1 0.0 0.0 AMP: 100 5 C 20 1 _ 0.0 0.0 VOLTS: 277 7 A 20 1 0.0 0.0 480 9 6 20 1 0.0 0.0 PH: 3 11 C 20 1 0.0 0.0 WIRE: 4 13 A 20 1 0.0 0.0 BUS: CU 15 B 20 1 0.0 0.0 A.I.C.: 18K . 17 C 20 1 0.0 0.0 MLO: _ 19 A 20 1 0.0 0.0 MCB: YES 21 B 20 1 0.0 0.0 3R: 23 C 20 1 0.0 0.0 FLUSH: 25 A 20 1 0.0 0.0 SURF: YES 27 B 20 1 0.0 0.0 29 C 20 1 0.0 0.0 31 A 20 1 0.0 0.0 IG GRND 33 B 20 1 0.0 0.0 200% N: 35 • C 20 1 0.0 0.0 FD THRU: 37 A 20 1 0.0 0.0 DBL LUG: 39 8 20 1 0.0 0.0 TOP: 41 C 20 1 0.0 0.0 BTM: YES 2.0 2 GENERATOR ROOM LIGHTS A 20 3 2.0 7.2 PANEL T.C.L. 4 B " 0.0 0.0 LOAD (kVA) 6 C " 0.0 0.0 RCPT 0.0 0.8 _ 8 EXHAUST FAN 52C -1 A 20 3 0.8 2.9 LTG 2.0 0.8 10 EXHAUST FAN 52C-1 B " 0.8 2.9 EQP 4.8 0.6 12 EXHAUST FAN 52C -1 C " 0.8 2.9 HEAT 0.0 0.8 14 EXHAUST FAN 52D-1 TEMPORARY FEED A 20 3 0.8 2.9 R 0.8 16 EXHAUST FAN 52D -1 TEMPORARY FEED B " " 0.8 2.9 TOTAL 6.8 0.8 18 EXHAUST FAN 52D-1 TEMPORARY FEED C 0.8 2.9 ,. 20 A 30 3 0.0 0.0 FEEDER T.C.L. r 22 B 0.0 0.0 LOAD (kVA) 24 C • " 0.0 0.0 RCPT 0.0 26 A 30 3 0.0 0.0 LTG _ 2.0 28 B - 0.0 0.0 EQP 4.8 30 C " 0.0 0.0 HEAT 0.0 32 A 0.0 0.0 34 8 0.0 0.0 TOTAL 6.8 36 C 1 0.0 0.0 LG MTR 38 A 30 2 0.0 0.0 FEEDER DEMAND 40 B _ 0.0 0.0 kVA 7.3 42 C 20 1 0.0 0.0 AMPS 8.8 - A 0.0 0.0 - B " "- 0.0 0.0 - C " " 0.0 0.0 0.0 2.0 4.B 0.0 KVA/AMPS: 3.6 13.0 1.6 5.8 1.6 5.8 Mfg/Type: Square 0 I 0.0 2.0 1.6 0.0 A CB Type: 1 0.0 0.0 1.6 0.0 8 Remarks: - 0.0 0.0 1.6 0.0 C SDC 52 CENTRAL PLANT PHASE 11 I ' VECA Electric PANEL: 152C -L2 TM 601094 ROOM: 3RD FLOOR MECHANICAL ROOM FEED -THRU: LOADS FROM: M52C VIA XFMR 1 T A B C RCPT LTG EQP HEAT CKT DESCRIPTION PH AMP P KVA AMPS KVA AMPS KVA AMPS 0.2 1 RECEPTACLE ON ROOF A 20 1 0.2_ 1.7 1.0 3 AHU -52-01 MOTORS/ACUATORS B 20 1 1.0 8.3 AMP: 900 1.0 ` 5 AHU-52 -C1 MOTORS/ACUATORS C 20 1 1.0 8.3 VOLTS: 120 7 A 20 1 0.0 0.0 - 208 9 B 20 1 0.0 0.0 PH: 3 11 . C 20 1 0.0 0.0 WIRE: 4 13 A 20 1 0.0 0.0 BUS: AL 15 B 20 1 0.0 0.0 A.I.C.: 18K 17 C 20 1 0.0 0.0 MLO: YES 19 A 20 1 0.0 0.0 MCB: _ 21 9 201 1 0.0 0.0 3R: 23 C 20 1 0.0 0.0 FLUSH: 25 A 20 1 0.0 0.0 SURF: YES ; 27 B 20 1 0.0 0.0 29 C 20 1 0.0 0.0 31 A 20 1 0.0 0.0 IG GRND 33 B 20 1 0.0 0.0 200% N :4 - 35 C 20 1 0.0 0.0 FD THR NO 37 A 20 1 0.0 0.0 DBL LUG: 39 B 20 1 0.0 0.0 TOP: YES 41 • C 20 1 0.0 0.0 BTM: 2 A 20 1 0.0 0.0 PANEL T.C.L. 4 B 20 1 0.0 0.0, LOAD (kVA) 6 C 20 1 0.0 0.0 RCPT 2.2 8 A 20 1 0.0 0.0 LTG 0.0 10 B 20 1 0.0 0.0 EQP 0.0 12 C 20 1 0.0 0.0 HEAT 0.0 _ 14 A 20 1 0.0 0.0 6 16 6 0.0 0.0 TOTAL 2.2 18 C 0.0 0.0 c 20 A 0.0 0.0 FEEDER T.C.L. N 22 B 0.0 0.0 LOAD (kVA) 24 C 0.0 0.0 RCPT 2.2 26 A 0.0 0.0 LTG 0.0 28 B 0.0 0.0 EQP 0.0 3D C 0.0 0.0 HEAT 0.0 32 A 0.0 0.0 34 B 0.0 0.0 TOTAL 2.2 1 36 C 0.0 0.0 LG MTR 38 A 0.0 0.0 FEEDER DEMAND 40 8 0.0 0.0 kVA 2.2 42 C 0.0 0.0 AMPS 6.1 - A 0.0 0.0 - B " 0.0 0.0 C 0.0 0.0 2.2 0.0 0.0 0.0 KVA/AMPS: 0.2 1 1.7 1.0 8.3 1.0 8.3 Mfg/Type: Square D I D.2 0.0 0.0 0.0 A CB Type: 1.0 0.0 0.0 0.0 B Remarks: - 1.0 0.0 0.0 0.0 C SDC 52 CENTRAL PLANT PHASE II I t instry Ito 01 Your Building 5005 3rd Ave South Seattle, WA 98134 Phone: 503.331.0234 Description: Fuel Tanks Supplier: Ace Tank Manufacturer: Regal Catalog/ Model # : Remarks: SDC 52 Ph. 2 McKinstry Job #: 8539 Perrnit Date:41197 'o. Reference: N/A Section: N/A REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2010 City of Tukwila BUILDING DIVISIN No Exceptions Taken Make Corrections Noted n Rejected, Revise and Resubmit Review is only for general conformance with the design concept and general compliance with the contract documents. Any action shown Is subject to the requirements of the plans and spedfications. The contractor is responsible for dimensions, which shall be confirmed and correlated at the job site; the fabrication process and techniques of construction; of his work with that of the other trades and the satisfactory performance of his work. McKinstry Engineering Date: 1 O1 By: '� /s� REVISION NO L RECEIVED CITY OF TUK N1IA SFP202010 PERMIT CENTER • • o 0 TECHNICAL SUBMITTAL SDC 52 CENTRAL PLANT PHASE 2 Fuel Oil System Tukwila, WA FOR: McKinstry Company 5005 3rd Ave S. Seattle, WA 98124 BY: & FUELING EQUIPMENT 6703 E. MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 PHONE: 206 - 281 -5000 FAX: 888 - 475 -1418 www.acetank.com 1. 250 Gallon Fire Rated Day Tanks FfREGUi4 LI W II V f I Lt W A L L 471.4 1j1.t -1 O AV TK I:Ne3 Y..I T >W ��l�LGh�. ''•.ib D77OT�,UBLE•_WALL FIRST Pi nat.() ABPYEGROUf tD STORAGE:,°TANK ;,• JER EEL ANK WITH UNIQUE LIGHTWEIGHT4HERMAI iNSUI`ATION' 1�`yL,�LOWED FIREGUT'O EXCEED THE ALL;PROVIDES _SUPERIOR WEATHERABILIV AtNJ • UL 2085 Listed as both a "Protected" and "Fire - Resistant' tank • Insulates product in tank from ambient temperature variations j.. r and thus reduces emissions • Insulating material is 75% lighter than concrete, reducing shipping, installation and relocations costs • Primary and secondary tank can be tightness tested on site with standard testing procedures Steel outer wall provides low cost maintenance and protection from weathering • Interstitial space can be monitored for leak detection • Support designs available for all seismic zones 'MOM"' • '•'L. `gyp 1, u4l ue a `` 1 tee!i0 si'• rim es uC Str ',a d r ae r on? A.gx (15 W� 1 Ta g UL Approved Steel Secondary Tank UL Approved Steel Primary Tank l € f T+ k eiFire guard° �rucators wh Isurance ram: ontroi >mspectors mak den g faliiicationgto s evade Lightweight Thermal Insulation "tt� ` }vi' I� erg +r nxque'Thermal Insu ati%ig�V1a erial • `is S°/ ght rem t as Concrete;; • Horizontal, vertical and rectangular designs available • Steel is the green choice - it is capable of being recycled after tank closure • Low cost compartments and customization • Capacities range up to 50,000 gallons • Built to nationally- recognized STI standards with strict third -party quality control inspection program • Available from a large network of STI licensed manufacturers ;yt.s3c`'li`r+��2�� b�f"t x cai rRi1 i unannol7u�unced, visits to �,ctTS✓��'t�r vtee�`z•,rrk�a+ ie highest possible standards ,yJi,`,�fi''}' om* cW'r �.. _ - .�3.s.- w3,?SSCtI✓�. r.*. ' Fireguard Double -Wall Fire - Protected Aboveground Steel Storage Tanks Inner Tank Outer Tank Optional Manway Monitor Pipe Lightweight Thermal Insulation • Steel Tank institute Fireguard® and UL Labeled. • Lightweight thermal insulation for fire: protection Variety of UL approved supports' available End View • Compatible with a wide range of fuels and chemicals • Capacities range up to 50,000 gallons • Easily relocated Fireguard' Guideline Specification A) General 1. Provide Fireguard' double -wall Fire- Protected lightweight steel aboveground storage tanks. B) Labeling 1. Tanks shall bear the Steel Tank Institute Fireguard' identification label. 2. Tanks shall bear Underwriters Laboratories UL 2085 label for Protected Tanks. Product Description 1. Tanks shall be manufactured in accordance with Steel Tank Institute, Standard for Fireguard' Thermally Insulated Aboveground Storage Tanks. 2. Tanks shall meet the requirements for "protected" tank as defined by the IFC and NFPA 30. 3. Tanks shall consist of an inner steel wall and an outer steel wall separated by at least 3 inches of insulation, 4. A lightweight monolithic thermal insulation material C) shall be placed in the tank's interstitial space by the manufacturer. The thermal insulating material shall allow liquid to migrate through the interstice to the monitoring point, shall not be exposed to weathering and shall be protected by the steel secondary containment outer wall. 5. Integral secondary containment shall be testable and provide access for interstitial leak detection monitoring. 6. UL listed supports shall be used for all horizontal, rectangular and vertical tank(s). 7. Primary tank to have vent and emergency vent. Secondary tank to have emergency vent. D) Manufacturer 1. Manufacturer shall be a licensed member company of the Steel Tank Institute and subject to Steel Tank Institute's Quality Assurance program. Use the STI Technology Guide online for your next Fireguard specification! teel ✓IIII Sank Institute All you need in tanks! A division of STI / SPFA 570 Oakwood Road Lake Zurich, IL 60047 Ph 847.438.8265 Fx 847.438.8766 Web www.steeltank.com 6/06 -5M -Item 4130 -50 -0001 4 "0 SUITABLE FOR STP 2 "0 c/w -� PLUG UL 2085 LABEL 0 TANKCL 0 2 "0 SECONDARY VENT OPEN vuo a z O U W W rn M W (7/) Z r 3 "0 FOR J INSULATION PORT I I1 11 r I I 41 I I I I 4 "0 c/w PLUG 1 u II II 3 "0 FOR INSULATION PORT II 11. L 0 TANK Q 0 5' -64" INSIDE PRIMARY 6' -6r INSIDE SECONDARY 4 "O EMERGENCY VENT (PRIMARY) (5) 4 "0 SCH.40 PIPE x 10" T.O.E. c/w PIPE CAP (TYP.) r) SIDE PRIMARY P LAN 2 "0 INSPECTION PIPE C/W CAP 4 °0 EMERGENCY VENT (SECONDARY) 4 "0 c/w PLUG 2 "0 PRIMARY VENT OPEN (5) 2 "0 SCH.40 PIPE x 10" T.O.E. c/w PIPE CAP (TYP.) I I I I II 1 1 1 I I • I I II I I " R PRIMARY & SECONDARY TANK -7 C4x5.4 x SUPPORT 6' -7" OUTSIDE SECONDARY ELEVATION 250 US GALLON FIREGUARD TANK CNC K: \MAIN \US138 \3 -16 PL PAINT NOTES SANDBLAST EXTERIOR & APPLY ONE COAT OF WHITE GLASSFLAKE PAINT OUTSIDE SECONDARY "MACE TANK & FUELING EOPT 255774 US138, US139 250 GALLON RECTANGULAR FIREGUARD TANK KING COUNTRY MAY 26, 08 SCALE: ;" =1' -0" 01 6.B 01 REGAL.- TANKS L_TID. M F4. BY TI C STEEL -FA ® LT O. PHONE 1604) 580 -9733 FAX (6 04) SB1:1-7 BB9 2. Tank Vents a. Emergency Vents b. Flame Arresting Vent Caps UL Listed Emergency vent (pressure relief only) used on aboveground storage tanks, as a code requirement, to help prevent the tank from becoming over - pressurized and possibly rupturing if ever exposed to fire. Vent must be used in conjunction with a "normal vent ". Correct application of this vent requires proper vent size and selection for the tank system in order to meet the specific venting capacity. SPECIFICATION OPTIONS: I.D. Number A B C D E F G H Diameter Height Weight 2440M -0020 AV 2 21.10 M 8 BR 0 BR N 3 1.4 1 2440MS -0020 AV 2 19.30 M 8 BR 0 BR Y 3 1.4 1 2440MI0050 AV 3 59.90 M 8 1 0 AL N 4.7 3.7 8 2440M -0050 AV 3 59.90 M 8 1 0 AL N 4.7 3.7 5.8 244M- -0100 AV 4 119.75 M 8 1 BR AL N 5.8 6.7 11.5 244MS -0100 AV 4 119.75 M 8 I BR AL Y 5.8 6.7 11.5 2440M -0100 AV 4 119.75 M 8 I 0 AL N 5.8 6.6 11.5 11`,1.ID IVI b I V HL T 3.6 D.0 I1.D L44VMJU IOU AV 4 2440MSB0100 AV 4 119.75 M 8 1 0 AL Y 5.8 6.6 11.5 2440M10100 AV 4 119.75 M 8 1 0 1 N 5.8 6.6 16.4 2440M -0150 AV 4 119.75 M 12 1 0 AL N 5.9 7.3 16.3 244M- -0170 AV 4 119.75 M 16 1 BR AL N 6.1 8.2 21.2 244MS -0170 AV 4 119.75 M 16 1 BR AL Y 6.1 8.2 21.2 2440M- -0170 AV 4 119.75 M 16 1 0 AL N 6.1 8.1 21.2 2440MS0170 AV 4 119.75 M 16 1 0 AL Y 6.1 8.1 21.2 2440M10170 AV 4 119.75 M 16 1 0 1 N 6.1 8.1 26.1 244 -- -0100 AV 4 119.75 8 1 BR AL N 5.8 4.5 10.6 2440- -0100 AV 4 120.00 8 1 O AL N 5.8 4.4 10.6 2440S -0100 AV 4 119.75 8 1 0 AL Y 5.8 4.4 10.6 2440SBSP0100 AV 4 119.75 8 1 0 AL Y 5.8 4.4 10.6 24401 -0100 AV 4 119.75 8 1 0 1 N 5.8 4.4 13.6 244 -- -0170 AV 4 119.75 16 1 BR AL N 6.1 6 21 2440- -0170 AV 4 119.75 16 I 0 AL N 6.1 5.9 21 2440S -0170 AV 4 119.75 16 1 0 AL Y 6.1 5.9 21 24401 -0170 AV 4 119.75 16 1 0 1 N 6.1 5.9 24 CHART KEY: A -Size: 2 ", 3" or 4" B- Venting Capacity /CFH (in 1000's) C- Mounting Connection: Female N.P.T. (BLANK); Male N.P.T.(M); Flanged (F) D- Pressure Settings: 8, 12,16 oz/in2. Pressure Required to Open Vent. E- Cover: Cast Iron Painted (I); Brass (BR); Aluminum (AL); Optional Iron Powder Coated (Consult Factory for Details); Bolt: Steel -Zinc Plated F -Seat Material: Brass (BR) or Viton 0-Ring (0) G -Body Material: Aluminum (AL); Iron (I) or Brass (BR) H- Screen: Yes /No (3 mesh); 2" = 4 Mesh Diameter- Dimension Across Vent Height- Dimension From Base to Top When Closed Weight- Shipping Weight NOTE: 2" Not UL Listed Conformance Including: NFPA 30, 30a, UL 142, UL 2244, API 2000 and PEI RP200. Additional References: NFPA 30, UL 142, Morrison Venting Guide Morison .Bros..oY. Established 1t55 P.O. Box 238 • Dubuque, Iowa 52004 -0238 563.583.5701 (teI) 800.-553.840.563.583.5028 (fax) w w w. m o r b r o s. c o m �t%'st7�11 5rC1,'910 Or'Ky�'tff,_Ii'f�' +/Rta! more Mushroom Vent with Circular Plate -Type Flame Arrester OBJECTIVE Protectoseal Series No. 670/6670 Flame Arresters are installed where it is not necessary to conserve vapor losses but where low flash point solvents must be protected against fire and explosion from exterior sources of ignition. In this type of installation, the Protectoseal flame arrester is an in- tegral part of the vent housing. The Series No. 670/6670 Flame Arresters are generally installed under conditions of moderate atmospheric exposures or limitations of space for installation. TECHNIQUE The Flame Arrester is mounted on the end of a vent pipe from the tank. Vapors are allowed to escape into the atmosphere and air can be drawn into the tank through the specially designed flame arrester grid assembly. If a pos- sible ignition source outside the tank is encountered, the flame arrester pro- vides protection for the tank contents. CONSTRUCTION Construction consists of a series of sturdy, round discs mounted on a dur- able collar casting: Standard: Lightweight cast Aluminum collar, weatherhood and flame arrester plates. Custom: Stainless Steel and other special metals or coatings to withstand the corrosive action of some vapors and atmospheric conditions are avail- _ able on request. Flame Arrester SERIES NO. 670/6670 listed ay llnrlew /niers' Laboratories in 1" sze. Catalog No 671. and 2" size. Catalog No 6672 SPECIAL FEATURES Easy Inspection, Installation and Main- tenance. Design and light weight of unit permit easy, convenient handling for inspection, installation and mainte- nance. The weatherhood is readily removable by loosening just a few extra large wing nuts. UL Listed. Listed by Underwriters' Lab- oratories in 1 inch size, Catalog No. 671, and 2 -inch size, Catalog No. 6672, in both Aluminum and Stainless Steel. Positive Flame Arresting. Precision emhossings on alternate plates provide correct air - spacing for flame arresting function. Plates are sturdily fabricated from 1/16" to 3/32" heavy gauge metal depending on material of construction to resist distortion and bending during cleaning, assuring correct reassembly to original factory standards. Numerous Sizes Available. 1- inch, 2- inch, 3 -inch and 4 -inch vents have standard N.P.T. threaded connections. Adapter flanges available in these sizes. Select the correct size vent necessary to relieve tank structure from pressure build -ups and provide adequate relief. Use chart on reverse side for ordering. Quality Assurance. Each unit is factory inspected prior to shipment to meet Protectoseal's high standards. MATERIALS OF CONSTRUCTION ? Senes. t':.. Flame,Rr s,terk Grid ?Assembly hf006 Y.= 670 Aluminum Aluminum 7',6 6670 I-biU FF6670 Alurninum 316 Stainless steel 316 Stainless Steel Alurninum 356 31b stainless Steel 316 Stainless Steel SPECIFIC .T O S SIDE VIEW Fl AMF ARRESTER c A Series , coa 670/6670 Flame Arrester WEATHER -IOOD DIMENSIONS SERIES NO. 670/6670 For Aluminum Weatherhood and Flame Arrester "6672 2" 45/8" 61 /a" V! / !d / '/2 4" O7 /t6 674 4" 63/4" 81/2" 51/2„ 'Add prefix "F" for all Stainless Steel construction. "'Add prefix "FF" for all Starless Steel construction. Check with Sales Department for availability and scheduled delivery. V -670 s 1985 the Piolectoseal Company THE PROTECTOSEAL COMPANY 225 Foster Ave., Bensenville, I1. 60108.1890 Ph: 1.630. 595 -0800 Fax: 1 -830- 595 -8059 ® SAFETY WITHOUTCOMPROMISE _ PRINTED IN U.S A 3. Mechanical Level Gauge a. Gauge Stick Port b. Clock Level Gauge '�a�4s �iiY dry' y �AIF� Tc �Gx tom. �1I aps'andVents y, P.-•• 1.r r �i,....t r y. .a- �• . 178ySelnes Threaded Style Fill Cap Tight -seal style cap with threaded cover. For fill port of small storage tanks. Lockable with a padlock. Body is available in iron (IB) or brass (BB) Cover is available in iron (1C) Of brass (BC) Buna -N gasket Fig 178DT ..made for a drop tube with 2" straight pipe threads and Buna -N gasket • Serie "s d iNs Fig. 178 Fig. 178GSP...2" brass body, aluminum cap labeled, "Gauge Stick Port." Fig. 178 Fill Cap Options Size IB -IC Weight 2" NPT 2.0 Ibs 21/2" NPT NA 3" NPT 4.5 Ibs 4" NPT 6.75 Ibs IB -BC Weight 2.0 Ibs NA 4.25 Ibs 7.0 Ibs Fig. 178DT Fill Cap Options Size BB -BC Weight 2" NPSF 2.25 Ibs BB -IC Weight 2.0 Ibs 2.25 Ibs 4.25 Ibs 7.0 Ibs BB -BC Weight 2.25 Ibs 2.25 Ibs 4.25 Ibs 7.0 Ibs Loose -seal hinged cove storage tank padlock. Aluminum or cast it available with male or threads. Cast iron caps painted black. 2' iron caps available powder coated bl ented style cap with r. or fill port of small tanks. •ckable with a Fig. 179 Also ernale ailab Custom labeled caps av upon request. Fig. 179 Fill Cap 'iptions Fig. Mat • rial 179 al inum 179 uminum 179 aluminum 179 aluminum 17 aluminum M aluminum 179C1 cast iron 179MC1 cast iron BB -IC Weight 2.0 Ibs SizelMounti 2" NPT female 21/2" NPT female 3" NPT female 4" NPT female 2" NPT male 21/2" NPT male 2" NPT female 2" NPT male Fig. 179M Weight 0.75 Ibs 1.0 Ibs 1.0 Ibs 2.0 Ibs 75 Ibs 1 Ibs 2.5 •s 2.75 Ibs Fill Ca and Pro Adaptor Cap Brass fill cap and chain. Available as a unit, brass adaptor p a brass cap and chain separa Buna -N gasket. Fig. 307P...2 r2" cap drilled and tapped NPT hole for p aptor with mplete se • te, or MUM hill in T -sty 'ent used primarily on sm fuel oil storage tanks. Outlet ports on either side of the inlet with 20 me • stainless steelscre•• eeps • debris out of t • airway. Fig. 155. readed (NPT) Fig. 5S. ..slip -on w /set screw •y- rth 3/8" 0 Fig. 307 34" 1V" 1'h" 3" Fig. 155 Weight .25 Ibs .5 Ibs .5 Ibs .75 Ibs 0 Ibs ze Complete Adaptor . ap, Chain with Cap an • asket 2" 1.751bs 0.5 Ibs 0. Ibs 3" 3.75 Ibs 1.25 Ibs 1.2 .s 4" 5.5 Ibs 1.75 Ibs 1.5 lb Combina Cap and Vent Fill cap and open style vent used on small storage Aluminum with Oil an Valve olasses Gate "Syracuse" brand manually operated shutoff valve designed t c us with heavy oils. Iron bod nd brass gate construction _ock Fig. 215AS...spring .a Fig. 215AN...wi ss screen. Size Weight 2" ' 'T 1.25 Ibs Fig. 379 /4" lewith padlock. ded (3/4" and ocknut (3/4'', 2 ") Size 11/2" 2" 3" 4" Weight 1.5 Ibs 2.0 Ibs 2.33 Ibs Fig. 215A Weight 3.0 Ibs 4.0 Ibs Ibs WARNING! Tank fill caps must not be used as a substitute for proper normal and emergency venting on tanks. It is essential that proper venting be provided in compliance with all applicable codes for every tank system. 17.5 Page 4 LA Morrison Bros. Co. 800.553.4840 E Not to Scale IN 'Ff _ r7F1:71 SPECIFICATION / DETAIL OPTIONS A— Overfill Alarm: Yes /No B —Body Connection: Male (M), Female (F) C —Float Device: Standard 2" Drop Tube Float (2 ") or No Float (NO) D —Face Plate: Standard (S), Metric (M), Floating Suction (I) E— Height: (Inches) F— Width: (Inches) G —Clock Diameter: (Inches) H— Shipping Weight: (Ibs) —Body: Aluminum with 2" NPT or BSP (Metric) Connection Float: Stainless Steel; Cable: Stainless Steel The Morrison Fig. 818 Clock Gauge is used for mea- suring liquid level in aboveground storage tanks. Readout format is on a standard 12 hour clock face. Small hand represents feet and the large hand inches. Gauge can be read up to 20 -30 ft. away to within 1/8". Maximum measurement capability is 12 feet. The gauge can be rotated 360° after mounting. The stan- dard float will pass through a 2" opening. Patent # 5144836 I.D. NUMBER AB CD E F G H I 818F - -0100 AG N F 2" S 9.62 3.48 6.06 4.5 NPT 511RMFFl11M An Al F 7 IAA 9 R9 4 AR R OR A 5 NPT 818 -- -0100 AG N M 2" S 8.42 3.48 6.06 4.5 NPT 818MET0100 AG N M 2" M 8.42 3.48 6.06 4.5 NPT 8181- -0000 AG N M NO 1 8.42 3.48 6.06 4 NPT 818SS -0100 AG N M 2" S 8.42 3.48 6.06 4.5 NPT 81SMEB0100 AG N M 2" M 8.42 3.48 6.06 4.5 BSP Face Plate Options: Floating Suction Face Plate Metric Face Plate Morrison BrosCo. P.O. Box 238 • Dubuque, Iowa 52004 -0238 Established i£�'� 563.583.5701 (tel) •1300.553.4840.563.583.5028 (fax) w w w. m o r b r o s. c o m 4. Overflow Return Pumps '4 TANDARD » Smooth operation, low maintenance, and long life » Backed by Red Jacket's commitment to service and quality RED JACKET PUMPING SYSTEMS DELIVER SMC From installation to service requirements, these pumps are designed to keep pumping longer with less maintenance. Vapor locking is eliminated. Our track record speaks for itself. For over 30 years, Red Jacket has provided the highest quality products and services for the petroleum industry. This dedi- cation and experience is in every product — because you deserve the best. Red Jacket's commitment to service is unparalleled in the petroleum industry. Behind every Red Jacket product are quality minded people. Motors are available in single phase 200 -250 volt 50 cycle, 208/230 volt 60 cycle and three phase 380 -415 volt 50 cycle. Single phase units carry U.L. Listing. » One small assembly contains all the functional elements of the pump: the check valve, air eliminator, expansion relief valve, siphon nozzle and venturi, siphon check valve and the pressure test screw. This entire assembly can be removed as a unit by removing two machine screws. These, plus the capaci- tor and electric disconnect, can easily be reached by removing the manhole cover. Optional Red Jacket Leak Detector detects pressure leaks between the pump and the dispensers. Fits conve- niently in top of pump. A special hous- ing is available so that the leak detector may be used in line for manifolded pumping. All models fit standard 4" NPT, or BSP tank openings. Bayonet type electrical connector pro- vides a safe, explosion -proof electric disconnect without separating any wires. Pressure testing lines are easy because the relief valve and check valve can be isolated. » » Tank test port and line test port used in testing are conveniently located on top of the discharge manifold. Discharge seal design feature directs product leakage back into the storage tank. On winding thermal overcurrent protector prevents premature motor failure due to overheating. The permanent split capacitor motor for single phase gives you the option of using a control box or wiring direct. Red Jacket's impellers and diffusers are manufactured to reduce vibration and wear, provide longer pump and motor life, thereby reducing maintenance costs. Hydraulically balanced impellers float on a 16 tooth, stainless steel, splined shaft, providing a positive and evenly distributed drive. Red Jacket Davenport is an ISO 9001 quality company. OTH OPERATION, LOW MAINTENANCE AND LONG LIFE. A single phase control box is available. The control box allows convenient access to the submersible pump wiring and includes the following features: Either a 110 or 220 volt line contactor relay to carry full motor current. A run light which indicates the pump is running. A lockable on -off toggle switch to electrically "lock" pump power in the off position. A general purpose NEMA type 1 enclosure. A control box with or without capacitor. Your choice. All control boxes are U.L. approved. A Red Jacket _Pump _is the heart of the system. e. -VI: Eft. Si B.,. LE.--- -.I I C h . 60 Hz Performance Curves TOTAL HEAD IN FEET 160 150 140 130 120 110 100 90 BO 70 60 50 40 30 20 10 0 0 10 25 30 40 50 60 70 CAPACITY IN GALLONS PER MINUTE 50 Hz Performance Curves 40 35 30 CO 25 2 20 65 2 ;.'c. 15 5 80 90 100 40 80 120 160 200 240 280 CAPACITY IN LITERS PER MINUTE p REDJACKET 320 360 Providing Solutions...through listening to customers. Red Jacket products are manufactured and marketed by Red Jacket. Direct product inquiries to: ISO 9001 Certified Davenport, Iowa www.redjacket.com Red Jacket reserves the right to make design improvements and pricing modifications as necessary and without notice. ©Red Jacket 2000 Printed in USA Red Jacket USA P.O. Box 3888 Davenport,IA 52808 Tel 563.391.8600 800.262.7539 Fax 563.445.3315 Red Jacket Europe Gijsbert Stoutweg 8 4005 LE Tiel, Holland Tel 31.344.617909 Fax 31.344.622408 Red Jacket Asia 46 East Coast Road #04-02 EastGate Singapore 428766 Tel 65.345.4960 Fax 65.345.4843 400 RJP-11991 2/01 5. Valves and Hardware Accessories a. Main Tank to Day Tank i. Isolation Ball Valve ii. Wye- Strainer iii. Normally Closed Inlet Solenoid Valve iv. Normally Open Overflow Solenoid Valve v. Fusible Emergency Valve vi. Swing Check Valve vii. Flow Sensor viii. Flexible Connector b. Day Tank to Generator i. Foot Valve ii. Duplex Tank Bushing iii. Isolation Ball Valve iv. Solenoid Anti - Syphon Valve v. Fusible Emergency Valve vi. Swing Check Valve vii. Flexible Connector s095 NPT full port 1/4 " -4" hot forged brass ball valves Features and Specifications: * Hot forged sand blasted, unplated brass body and cap sealed with Loctite. * Approved by Canadian standards Association (CSA for- merly AGA and CGA), Underwriters Laboratories (UL), Canadian Underwriters Laboratories (cUL), Factory Mutual (FM), IAPMO (UPC) and meeting WW -V -35C Federal U.S. Specification, Suruhanjaya Tenaga (MY), * Finest brass according to EN 12165 and EN 12164 (for- merly DIN 17660 and UNI 5705 -65) specifications, * Full port to DIN 3357 for maximum flow, * 24h 100% seal test guaranteed, * Pure PTFE self - lubricating seats with flexible -hp design, * Dual sealing system allows valve to be operated in either directions making installation easier, * Chrome plated brass ball for longer life, * No metal -to -metal moving parts, * Blowout -proof nickel plated brass stem, * Two Viton O -rings at the stem for maximum safety, * No maintenance ever required, * Handle stops on body to avoid stresses at stem, © rated ses 1/4" through 1" * Handle removable with valve in service, * Dacrotized carbon steel handle with thick PVC dip coating. * Handle clearly shows ball position, * NPT taper ANSI B.1.20.1 Female by Female threads, • Silicone -free lubricant on all seals, * 600 PSI up to 2 ", 450 PSI over 2 ", non -shock cold work- ing pressure, * -40 °F +350 °F temperature. Options up to 2" size: * Stem extension, * Oval lockable handle, * T- handle, * AISI 430 stainless steel handle, * Patented locking device for valves up to 4 ". Upon request: * AISI 316 stainless steel ball and/or stem, * Glass filled PTFE seals, * Custom design. NOTE: Approvals apply to specific configurations only. Page 1.1 c APPRovED gY UPC Navar�„� ■.1 MIMPAILWAIM INEMMI• AU 4I11MEMMINI/I.1l7UMIM�il4.E.I,1,1I ��WUV11111�/1 /.■T II�AWMA■ flUIII ��uuIuIllIII/II■ uI ar /.�►IUIII IMII IIIIIIIM% /1 /1111MPFAVIIIII ��1111111 ®�4,�11111� ®a��lllil ��. . ■ ■0,��.....I.1E1 /-.�....IIUulI , 4� ■ ■■■1,1.M.rauR �►1I/•...■■■.IIII /t ■■ ■141 % /,� ■Ii■ /,11'1 / /I ■■ ■11111 II R■11l1I1I/I ••11, 11/ / / ■■IIIIIII iiiuiiiuiriiinhiiiI RUBINETTERIE UTENSILERIE BONOMI sRL VIA PADANA SUPERIORE, 27/29 - FRAz. CILIVERGHE, 25080 MAZZANO (BS) - ITALY V K A S 001- 1.1/4 " -2" hollow ball Fax +39 030 2629498 Phone +39 030 212441 http://www.rubvalves.com email: sales.director @rubvalves.com PART DESCRIPTION Material Q.ty 1 S.95 unploled NPT body C017NRUB001 1 2 Seat 00 -84 Pile RUB008 2 3 Chrome plated ball CW617NRUB001 1 4 S.92 unploled NPT end cop C01617NRUB081 1 5 Nickel plated stem 0 -Ring design CW'614NRu9001 1 6 Docrotized nut C10 RuB003 1 7 Green D -Ring Viton RUB009 2 8 Yellow, docrotized steel handle Fe50 RUB003 1 Code 595841 S95C41595114159510169514159504 995841 395141 S95L41 951441595N41 D (inch) 1/4 3/8 1/2 3/4 1 11/4 11/2 2 21/2 3 4 DN (inch) 0.314 0.393 0.590 0.787 0.984 1.259 1.574 .968 2.559 3.149 3.937 1 (inch) 0.472 0.472 0.610 0.669 0.826 0.905 0.905 .043 1.260 1.377 1.633 L (inch) 1 771 1 771 2 322 2519 3.188 3.661 4.015 .763 6.141 6.968 8.504 C (inch) 0.885 0.885 1.161 1.259 1.594 1.830 2.007 ?.381 3.070 3.484 4.252 A (each) 3.228 3.228 3.937 4.724 4.724 6.220 6.220 c.220 10.03910.03910.039 H (inch) 1.496 1.496 1.692 1.968 2.125 2.874 3.110 5.385 5.196 5.511 6.062 CH (inch) 0.787 0.787 0.984 1.220 1.574 1.929 2.125 1.696 3.346 3.897 4.921 DN shows the nominal flow diameter.. Actual .flow diameter complies with full port DIN 3357 part 4. Stem configuration of valves over 2" is slightly different. Ask for details at our Service Center. Pressure - Temperature chart ,,I■■■■■■■■■■■■■■■■■■■■ 1,1i■■■i`.1■■■■■■■■■■■■ II ■::::■ ■■. ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1■■■■■■■■i;!\C■■■■■■■ I■■ ■■■■■■■■■u11•`!'■■ 1■■■■■■■■■■■■■■■■■n11\ -10 0 i� 200 30) 400 T(F) a. t m m m m 10 Pressure drop chart 9 89RBYi Kv (m' /h) 11,0 Ask for additional information on the whole range of RuB valves and consult with your supplier for special applications. 1 1 H 1111111 PRINTED ON RECYCLABLE PAPER - April 03 - The company reserves all rights for the infirnmtion contained heron. Products may be changed at any dine without notice. Any undated reference 10 0 code or standard shall he interpreted as rete'ring is the latest uh,lhn. XCES95 - Revision: 1985 y 450 •. Valves Cast Iron Y Line Strainers Cast iron body, female x female NPT ends 304 stainless steel screen Graphite gasket 400 PSI WOG, 250 PSI working steam pressure Replacement Screens NPT Size Description Part # Price / E Part # Price / E 1/4" 20 x 20 mesh 3/8" 20 x 20 mesh 1/2" 20 x 20 mesh 3/4" 20 x 20 mesh 1" 20x20 mesh 1 -1/4" 70 Y 7(1 meth 1 -1 /2" 20 x 20 mesh 2" 20 x 20 mesh Y001 $21.35 Y002 21.35 Y003 25.60 Y004 31.30 Y005 39.10 YOOR 55 45 Y007 68.25 Y008 102.35 Bronze Y Line Strainers Cast bronze body, female x female NPT ends 304 stainless steel screen PSI WOG, 300 PSI working steam pressure P183000 $21.20 P183000 21.20 P183000 21.20 P180600 25.85 P185800 21.60 P187600 21.35 G3231 -00 13.70 P191700 80.00 Replacement Screens NPT Size ► = cription Part # Price / E Part # Price / E 1/4" 50 x 50 •• "- 59 -001 $36.20 G3271 -00 $4.55 3/8" 5 0 mesh 59 -002 36.20 G2457 -00 4.80 1/2" 50 x 50 mesh • : . 36.20 G2457 -00 4.80 3 +' 20 x 20 mesh 59 -004 68.65 G3224 -00 4.35 20 x 20 mesh 59 -005 • G3225 -00 9.75 1/4" 20 x 20 mesh 59 -006 163.65 3231 -00 13.70 1/2" 20 x 20 mesh 59 -007 181.50 G = -00 14.70 2" 20 x 20 mesh 59 -008 297.55 G3230 -0 I 11.55 Polypropylene Y Line Strainers Protects and prevents clogging of pipelines, pumps and spra ass - filled polypropylene body, female x female NPT e tainless steel screen eaning 90 40m- Easy access Maximum working NPT Size pr Description 70 °F /a" 40 mesh PYLS7540 1" 40 mesh PYLS10040 36. 11/1" 40/20 mesh PYLS15040 77. 2" 40/20 mesh PYLS20040 77.15 61509 Replacement Screens Price / E Part # Price / E 75 61450 $11.25 3 61746 13.95 15 �9 38.55 1509 38.55 T Line Strainers e polypropylene allows easy inspection ale NPT ends I screen Fema e 40 mesh stainle Maximum working pres ze 3�^ 1" • . ..Ill SI at 70 °F Replacement Screens Description Part # I E Part # Price / E 40 mesh PTLS7540 $20.85 • + '5 $8.90 40 mesh PTLS10040 20.85 6140 8.90 Dixon Valve & Coupling Co., Call 877 - 963 -4966 DPL108 BULLETIN 3006 -A VALVE CORP. MAX. FLUID TEMP. 212° F MAX. STATIC PRESSURE 300 PSI Except valves listed for 500 P51 BRONZE SOLENOID VALVES Dependable • Packless , TYPE "A" FULL PORT - NORMALLY CLOSED 1/2 "TO3 "PIPE SIZE OPERATION: Valve opens when energized and closes when de- energized. When the coil is energized the pilot valve opens, relieving the pressure above the piston, which is then lifted from its seat by the plunger. Upon de- energizing the coil, a spring closes the pilot valve and opens a bleed passageway to permit pressure to build above the piston and seat it. CONSTRUCTION: (* Wetted parts) *Valve Body - Cast Bronze, Globe Pattern - NPT ends *Piston - Bronze Coil Enclosure - Malleable or Cast Iron, 1/2" NPS conduit conn. *Plunger - 430 Stainless Steel *Pilot Valve - 303 Stainless Steel *Bonnet Tube - 304 Stainless Steel *Spring - 302 Stainless Steel *Body Seal - Buna N or Non Asbestos Gasket *Orifice Seal - Buna N (Viton or Glass Filled Teflon available) *AC Shading Coil - Copper *Stem Pin - Inconel Coil - Encapsulated Class B, 18" leads - (Class H available) APPLICATION: To control the flow of Water, Oil, Air, Gas, Solvents, Brine, Vacuumandanyotherfluidsnotreactivewithconstruction materials and free of sediment. Valve operates from zero to maximum differential pressure indicated in table. Valve must be mounted in horizontal pipe with solenoid enclosure vertical and on top. Pipe Size Inches Max. Diff. PSI Type No. Watts AC Amps Hold 120 -60 Amps Inrush 120 -60 ,„, as tt DC wt. Lbs. Dimensions In Inches A B C D 1 /2 110 18A42 200 18A32 300 18A52 25 0.4 1.2 18 8 7 5 -7/8 2 -3/4 3 -1/4 500 E33A62 45 0.8 2.4 23 16 I 8 6-7/8 4 -1 /8 3 -1/4 3/4 50 18A23 110 18A43 25 0.4 1.3 18 8 7 -1 /8 1 6 2 -3/4 3 -1/2 160 118A43 40 0.6 2.0 28 200 33A33 300 33A53 45 0.8 2.6 23 12 8-1/8 7 3-1/2 3-1/2 500 E133A63 65 1.2 3.9 33 17 8 -1/8 7 4 -1/8 3 -1/2 1 50 18A24 110 18A44 25 0.4 1.5 18 10 7 -7/8 6 -5/8 2 -3/4 4 -1/8 160 118A44 40 0.6 2.3 28 200 33A34 300 33A54 45 0.8 2.8 23 14 8 -7/8 7 -1/2 3 -1/2 4 -1 /8 500 E133A64 65 1.2 4.2 33 19 8 -7/8 7 -1/2 4 -1 /8 4 -1 /8 1 -1 /4 50 18A25 90 1 8A45 25 0.4 1.6 18 12 8 -3/8 6 -3/4 2 -3/4 4 -1/2 150 118A45 40 0.6 2.4 28 200 33A35 300 33A55 45 0.8 3.0 23 16 9 -3/8 7 -3/4 3 -1/2 4 -1/2 500 tt 40A65 60 1.2 6.2 N/A 20 10 -3/8 8 -3/4 4-1/2 4-1/2 t --- -00' 1 -1 /2 1 115 35A46 45 0.8 3.2 23 20 10 8 -1/8 4 4 -7/8 b� 1.2 4.0 �� -0 60 i.2 6.7 35 'w� 9,AJC 2.4 11 9 1/0 4 1/2 4 7/t3 500--+ fl66 96 2 G 1 D G 44 50 36A27 100 36A47 45 0.8 3.5 23 31 11 8 -3/4 5 -3/8 6 150 136A47 65 1.2 5.0 33 200 42A37 300 42A57 60 1.2 7.4 35 36 12 9 -3/4 5 -3/8 6 500 142A67 85 2.0 11.0 45 2-1 /2 50 43A28 200 43A38 60 1.2 8.0 35 43 12 -7/8 10 -1/8 5 -7/8 7 -1/4 300 143A58 85 2.0 12.0 45 3 50 44A29 100 44A49 200 44A39 60 1.2 8.8 35 56 13 -3/4 10 -1/2 6 -5/8 8 -3/8 300 144A59 85 2.0 13.0 45 GNATROLI/ALVE CORPOR-ATI O. Box 17; 67 Fifth Avenue Ha;uvth one9 :73' -,427 -4341 • Fax:973 427`7'" FOR OPTIONS & ACCESSORIES SEE PAGES 24 & 25 Strainers are recommended for use with solenoid valves (See page 19) When you order please supply the following: • Pipe Size • Valve Type • Voltage (AC or DC) • Hertz • Fluid • Fluid Temperature • Max. Diff. Pressure • Optional Features (See pages 24 & 25) tt Not available for DC operation BULLETIN 3006 -AR RONZE SOLENOID VALVES Dependable Packless TYPE "AR" FULL PORT - NORMALLY OPEN 1/2" TO 3" PIPE SIZE OPERATION: Valve closes when energized and opens when de- energized. When the coil is energized the plunger presses the poppet, closing the pilot orifice, and opens a bleed passageway to permit pressure to build above the piston and seat it. Upon de- energizing the coil, the pilot orifice is opened, relieving the pressure above the piston allowing it to leave its seat. The bottom spring allows the valve to operate at zero pressure drop. FOR OPTIONS & ACCESSORIES SEE PAGES 24 & 25 Strainers are recommended for use with solenoid valves (See page 19) When you order please supply the following: • Pipe Size • Valve Type • Voltage (AC or DC) • Hertz • Fluid • Fluid Temperature • Max. Diff. Pressure • Optional Features (See pages 24 & 25) tt Not available for DC operation CONSTRUCTION: ( *Wetted parts) *Valve Body - Cast Bronze, Globe Pattern - NPT ends *Piston - Bronze Coil Enclosure - Malleable or Cast Iron, 1/2" NPS conduit conn. *Plunger - 430 Stainless Steel *Poppet - 303 Stainless Steel *Stem - 303 Stainless Steel *Bonnet Tube - 304 Stainless Steel *Spring - Inconel and 302 Stainless Steel *Body Seal - Buna N or Non Asbestos Gasket *Orifice Seal - Buna N (Viton or Glass Filled Teflon available) *AC Shading Coil - Copper *Stem Pin - 304 Stainless Steel Coil - Encapsulated Class B, 18" leads - (Class H available) APPLICATION: To control the flow of Water, Oil, Air, Gas, Solvents, Brine, Vacuum and any other fluids not reactive with construction materials and free of sediment. Valve operates from zero to maximum differential pressure indicated in table. Valve must be mounted in horizontal pipe with solenoid enclosure vertical and on top. MAX. FLUID TEMP. 212° F MAX. STATIC PRESSURE 300 PSI Except valves listed for 500 PSI Pipe Size inches Max. Diff. PSI Type No. Watts AC Amps Hold 120 -60 Amps Inrush 120 -60 Watts DC Ship Dimensions In inches wt Lbs. A B C D 1/2 110 200 300 18AR42 18AR32 18A952 25 0.5 1.5 18 8 8 -1/8 7 2 -3/4 3 -1/4 500 E33AR62 45 1.0 I 2.7 23 16 9 -3/8 8-1/4 4 -1/8 3 -1/4 3/4 50 110 18AR23 18AR43 25 0.5 1.6 18 9 8 -1/4 7 -1/8 2 -3/4 3 -1/2 200 300 33AR33 33AR53 45 1.0 2.9 23 13 9 -1/4 8 -1/8 3 -1/2 3 -1/2 500 E133AR63 65 1.5 4.3 33 18 9 -1/2 8 -3/8 4 -1/8 3 -1/2 1 50 110 18AR24 18AR44 25 0.5 1.8 18 11 9 7 -3/4 2 -3/4 4 -1/8 200 300 33AR34 33AR54 45 1.0 3.0 23 14 10 8 -5/8 3-1/2 4 -1/8 500 E133AR64 65 1.5 4.5 33 19 10 -1/4 8 -7/8 4 -1/8 4 -1 /8 1 -1/4 50 90 18AR25 18AR45 25 0.5 1.9 18 13 9 -3/4 8 -1/8 2 -3/4 4 -1/2 200 300 33AR35 33AR55 45 1.0 3.2 23 17 10 -3/4 9 -1/8 3 -1/2 4 -1/2 500 tt 40AR65 60 1.7 6.2 N/A 21 11 9 -3/8 4-1/2 4-1/2 p. 1-1 / 45 1.0 3.8 23 21 11 -3/8 9 -1/2 4 4 -7/8 50 115 75A1126 35AR46 60 1.7 6.5 35 '33C n6 05 3.5 7.7 45 2 50 100 36AR27 36AR47 45 1.0 4.2 23 31 12 -3/8 10-1/8 5 -3/8 6 200 300 42AR37 42AR57 60 1.7 7.3 35 36 12 -5/8 10 -3/8 5 -3/8 6 500 142AR67 85 3.5 11.0 45 2-1/2 50 125 0 20 43AR28 43AR48 43AR38 60 1.7 8.0 35 45 13-1/2 10-3/4 5 -7/8 7-1/4 300 143AR58 85 3.5 13.0 45 3 50 100 200 44AR29 44AR49 44AR39 GO 1.7 8.8 35 57 14 -3/8 11 -1/8 6 -5/8 8 -3/8 300 144AR59 85 3.5 13.0 45 4AGRt.ATROt VALVE-CORPORATI' =F O Box 17 * 67 Fjfth Avenue Haw e:973-4274341''..` f ax: 973-42777 agnatrol info @r'nagna` DESCRIPTION The Morrison Fig. 346 Series External Emergency Valve is for installation at the outlet of an AST or in a liquid transfer line where product flow must be stopped in the event of a fire. Fig 346 flanged external emergency valves conform to ANSI B16.42 specifications for class 150 raised face ductile iron flanges Cold non - shock pressure rating is 200 P.S.I. W.O.G. for sizes 1.5 ", 2 ", 3" and 250 P.S.I. W.O.G. for the 4 ". Ductile iron valves are painted green and stainless steel valves are painted blue for designation purposes SPECIFICATION / DETAIL OPTIONS A - Size: In inches B - Mounting Connection: Flanged (F) or Female (Blank) C - Body / Cap Material: Ductile Iron (DI) or Stainless Steel (SS) D - Gasket Material: PTFE (TFE) E - Poppet: Ductile Iron (DI) or Stainless Steel (SS) 0 -ring: PTFE Encapsulated Flourocarbon Elastomer Spring: Stainless Steel Seal Nut/Plug: Stainless Steel Handle: Brass Fulcrum Shaft: Stainless Steel Groove Pin: Steel Hold Open Hook: Stainless Steel F - Lever Arm: Ductile Iron (DI) or Stainless Steel (SS) G - Fuse Link: 165° F STD. (212 °F Optional) H - Height of valve (inches) - Length of valve (inches) J - Bolt Circle Diameter: (Flanged only) in inches K - Shipping Weight (Ibs.) Morrison Bros. Co. Established-1B55 I .D . t•I J M B E R AB CD E F G H I .I K 346F00200 A1r 2 F DI TFE D DI 165 3.18 65 4.75 15 c46F-00300 AV 3 F DI TFE D DI 166 4.37 8.63 6 27 44t fl1 -1afln AV 1 6 nl TFF n nl 186 10 :5 44 4 ri SS TFE SS SS 1136 2.78 6 6 46SS•0100A.L' 1.5 4801-J500 AV 2 DI TrC D DI 185 0.10 5.44 8.5 .46SS•0200AV 2 SS TFE SS SS 166 3 55 7 413D1-31300 AV 3 DI TFE D DI 165 4.37 8.31 15 46FSS0200 AV 2 F SS TFE SS SS 165 6 65 4.75 8 P.O. Box 238 • Dubuque, Iowa 52004 -0238 563 .583.5701_.(tel)_•800.553.4840 • 563.583.5028 (fax) www.morbros.com The Swing Check Vavle is used for single - directional flow in a horizontal pipeline and /or to isolate product in a multi - product handling system. Poppet and seats are metal and allow some seepage over long periods of time. Expansion relief is available (except in the 246 AL). Cold, non -shock pressure limit is 200 PSI WOG in Fig. 246A and 125 PSI WOG in Fig. 246AL. SPECIFICATION OPTIONS: I.D. NUMBER A B C D E F G Weight 246A - -0100 AV 1.5" THD BR N/A N/A 3.875 5.125 3.5 246A - -0200 AV 2" THD BR N/A N/A 4.625 5.1875 6 246A - -0400 AV 3" THD BR N/A N/A 6.5 7.25 13.2 246A - -0900 AV 1.5" THD BR TEF N/A 3.875 5.125 3.5 246A - -1000 AV 2" THD BR TEF N/A 4.625 5.1875 6 246A - -1200 AV 3" THD BR TEF N/A 6.5 7.25 13.2 246A - -0500 AV 1.5" THD BR N/A 25 3.875 5.125 3.5 246A - -0600 AV 2" THD BR N/A 25 4.625 5.1875 6 246A - -0800 AV 3" THD BR 'N /A 25 6.5 7.25 13.2 246A - -1300 AV 1.5" THD BR TEF 25 3.875 5.125 3.5 246A - -1400 AV 2" THD BR TEF 25 4.625 5.1875 6 246A - -1800 AV 2" THD BR TEF 50 4.625 5.1875 6 246A - -2100 AV 1.5" THD BR N/A 50 3.875 5.125 3.5 246A - -2200 AV 2" THD BR N/A 50 4.625 5.1875 6 246A - -2400 AV 3" THD BR N/A 50 6.5 7.25 13.2 246A - -2800 AV 3" THD BR TEF 25 6.5 7.25 3.5 246A - -2900 AV 3" THD BR TEF 50 6.5 7.25 6 246ADI0500 AV 2" THD DI N/A N/A 4.625 5.1875 5.5 246ADI 0600 AV 3" THD DI N/A N/A 6.5 7.25 12.5 246ADI 0300 AV 2" THD DI N/A 25 4.625 5.188 5.5 246ADI0400 AV 3" THD DI N/A 25 6.5 7.25 12.5 246ADI0900 AV 2" THD DI N/A 50 4.625 5.188 5.2 246ADI0800 AV 3" THD DI N/A 50 6.5 7.25 12.5 246AL -0200 AV 2" THD AL N/A N/A 4.625 5.188 3 246DRF0100 AV 3" FL DI N/A N/A 8.5625 8.3125 26.75 246DRF0200 AV 3" FL DI N/A 25 8.5625 8.3125 26.75 246DRF0300 AV 3" FL DI N/A 50 8.5625 8.3125 26.75 246DRF0400 AV 4" FL DI N/A N/A 11.75 11.5 71 246DRF0500 AV 4" FL DI N/A 25 11.75 11.5 71 246DRF 0600 AV 4" FL DI N/A 50 11.75 11.5 71 3" 246DRF: 4 - 3/4" Diameter Holes on a 6.00" B.C. 4" 246DRF: 8 - 3/4" Diameter Holes on a 7.5" B.C. Morrisor Bras. Co. Established e55 CHART KEY: A -Size B- Threaded (THD), Flanged (FL) C -Brass (Brass), Ductile Iron (DI), Aluminum (AL) D- Teflon (TEF) E- Expansion Relief Setting (PSI) F- Height of Valve (Inches) G- Length of Valve (Inches) Weight- Shipping Weight MEMBER LJ,Ij P.O. Box 238 • Dubuque, Iowa 52004 -0238 - - 563:583:5701 -(teI) • 800.553.4840.563. - 583.5028 (fax-) - w w w. m o r b r o s. c o m m Sensors FS -200 Series — General Purpose, Straight - Through Flow Path Flow Rate Settings: Fixed: 0.5 GPM to 100.0 GPM Adjustable: 1.0 GPM to 15.0 GPM Port Size: 1-NPT to 2 "" NPT Primary Construction Material: Bronze or Stainless Steel Setting Type: Fixed or Adjustable The FS -200 Series offers accurate flow detection, with 1% repeatability, over a broad range of flow settings and port sizes. Its durable construction delivers long -life reliability in either water or oil. Generous flow paths keep pressure drop low. These switches are ideal for detection of improper flow rates in high volume lubrication, cooling or process systems. FS -200 Adjustable Series switches offer the same accuracy and are as rugged as those with fixed settings, but provide one additional feature: external adjustability. With these versatile switches your choice of flow settings is diverse within a given range. An ordinary, flat -blade screwdriver is all that's required for the actuation adjustment Specifications Wetted Materials Housing FS -200 Bronze FS -200 Adjustable Bronze Shuttle Teflon° Bonnet Bronze er Ctoindese -6teo Spring 316 Stainless Steel Other Wetted Parts Vitone, Ceramic Pressure Rating Operating 400 PSIG © 100 °F (37.8 °C) Proof 800 PSIG © 100 °F (37.8 °C) Operating Temperature FS -200 -20 °F to +300 °F ( -29 °C to +148.9 °C) FS -200 Adjustable Repeatability 1% Maximum Deviation Set Point Accuracy ±10% Set Point Differential 15% Maximum Switch* SPDT, 20 VA Electrical Termination No. 18 AWG, 24"L., Polymeric Lead Wires `See "Electrical Data" on Page X -5 for more information %rs »�tF =18��F www.gemssensors.com FS -200 Series U.L. Recognized File No. E31926 CSA Listed — Fae No LR30200 and LR22666 FM.- Approved — File No. 0A8A3.AE and 1H3A2.AX U L. Approved — Fae No. 183854 900 Adjustable CSA Listed — File No. LR22666 FM Approved — Fde No 002AB AE Dimensions #18 AWG.. 24' L.. POLYMERIC JACKET Si B � Ali IIIIIIIiW =1 11111911 �111�I 1/2' -NPT BONNET SWITCH HOUSING - -INLET PORT NPT PORT Model Port Size NPT A inch (mm) B inch (mm) C Hex inch (mm) FS -200 and FS -200 Adjustable . . 1 -1/2" 4 -1/2 (114.3) 3 -1/2 (88.9) 2 -1/2 (63.5) Adjustable versions available in 1 inch port sizes only. How To Order — Standard Models Specify Part Number for the FS -200 Series based on desired housing material, port size and flow setting, or based on flow setting range for FS -200 Adjustable versions. FS -200 Series Port Size NPT Flow Setting GPM 0.5 Part Numbers Bronze Stainless Steel 27051 / 27059 f 1 27052, 27060 27061 3 27054, 27062 4 27055 / 27063 2 27053, 5 27056f 27064 1 -1/4 " 6 8 1 27057 27065 27058 27066 27067, 27076 2 27068 27077 4 6 8 10 27069 27070 27071 27072 27078 27079 27080 27081 12 27073 27082 16 1 27074 27083 20 i 27075 27084 FS- 'stable Port Size NPT Port Size NPT Flow Part Numbers Setting GPM Bronze 1.5 1 27085, Stainless Steel 27093 3 5 7.5 10 27086 27094 27087 27088 27089 15 27090 20 27091 27095 27096 27097 27098 27099 30 27092 27100 I 2 271011 27109 4 27102 27110 5 27103 27111 2" 10 27104 27112 15 1 27105 27113 25 27106 27114 35 27107 27115 1 50 27108 27116 w Setting Adjustment 0 5.0 -15.0 Part Numbers 26615, 26616, 2.0-8.0 Notes: 1. Flow settings for fixed versions are calibrated using water at +70 °F on increasing flow, with units in a horizontal position (lead wires up). Consult factory regarding special flow setting calibration, or liquids other than water. Temperature changes will slightly affect the flow settings listed. 011 flow settings will vary with viscosity. 2. Adjustable units that are set to customer specification are subject to GEMS test stand accuracy 3. Use of 150 micron filtration is recommended. 4. Minimum 5 PSI line pressure required. — Stock Items. Pressure Drop - Typical 1 "NPT and 1 -1/2 "NPT Ports PRESSURE DROP (PSID) 4 3 2 Part No. 27051 Pad No 27085 0 5 10 15 20 25 30 FLOW RATE GPM 2- NPT Ports 2.0 35 40 Part No. 27101 —. 0 0 10 20 30 40 50 FLOW RATE • GPM Tests conducted wdn units in horizontal position (lead wires up) with water at +70 °F (21 °C). 60 70 80 FS -200 Series Flow Switches are U.L. Approved tor Class I, Division 2, Groups A, B, C, D hazardous areas. They are also available with FM- approved, explosion -proof junction box for Class I, Division 1, Group D hazardous locations. Units must be completely assembled at GEMS. For Remote Alarms — Sce Page D -33 • Adjustable Volume • Indoor Outdoor • Solid -State www.gemssensors.com 'F= 19 -r-4 Hose Master's Fire- Shield connectors are the safest, longest basting, and most flexiblle metal hose connectors manufactured today Hose Masters unique "hydrolorming" process makes the difference by rrur?rmzing residual stress points created in the hose during the manufacturing process. Hose Masters prcpristaty tube seam yield technology resists aroniatic vapor perme- ation and Hose Master's precise ASME certified welders follow specified procedures to insure the Strongest fitting . ttc^hments Hose Master's extensive array of available end fittings offer the quickest and most cost - effective solutions for connecting fiberglass or flexible pipe to the submersible pump and shear valve. Hose Master's Hre- Shield connectors mir:innze threaded connections. which means fewer leak points and reduced installation time and labor: Hose Master's Fire - Shield connectors meet all specifications for aboveground and underground piping applications, and comply wi ?h NFPA and ',AFC codes. They are rated for full vacuum and ciao' available with BSPF or BSPT threaded fittings. Connectors are designed to accept approved secondary containment systems. 4 Call 1-800-221-2319 Male x Male Ho.. Working Minimum andard Diameter ressure Bend Lengths (inches) .1.) Radi (inches) (11 es) 3/4 150 -3/4 12. 15, 18. 24. 30 4 12, 15, 18. 24. 30 1 -11/2 150 4 -1/2 15. 18, 24 30 150 n 12.1. 24 30 150 9 12.15.18. - 0 - Male x 2" Female Hose Working minimum andard Diameter are Bend Lengths (inches) (p.s.i. - • s (inches) 1 -1/2 150 4 -1/2 15. 18, 24. 30 150 6 12, 15. = 24. 30 FSMS - Male x Male Swivel Hose Working Minimum Standard Diameter Pressure Bend Lengths (inches) (p.s.i.) Radius (inches) (inches) 1 -1/2 50 4 -1/2 12, IC, 10, 21. 00 rp C 1 ? 'r\ 1� "l IA r:i�nr ;i. "10 r. wi71; llr_•(i/ (, A ;r)l, -.,31: C.7P7 be svpp,,yi in ier!J'Irz, ;o 5 !,'et. nitt Model 50 -201 rass Foot Valves EBW's foot valves are used to maintain the prime in suction system fuel lines. The Foot valves are installed at the bottom of the suction pipe at the bottom of an underground storage tank. EBW's single poppet foot valves are typically used where easy access to the valve is available. Double poppet models offer twice as much protection for maintaining the prime. Both 1 1/2 inch models can be used with EBW's model 320 extractor fittings. Thread Part no. Size Poppet Weight Type Lbs. Kg. Double Poppet Dim A Dim B in. mm. in. mm. 50- 105 -01 1/2" Single .75 .34 1.44 37 2.75 70 51- 100 -01 1/2" Double 1.18 .54 1.44 37 4 102 75- 105 -01 3/4" Single .94 .43 1.69 43 2.75 70 76- 100 -01 3/4" Double 1.31 .60 1.69 43 4 102 1100- 105 -01 1" Single 1.12 .51 2 51 1U1- 1UU -01 1'• Uouble 1.56 ./1 2 51 150 - 202 -01 11/2" Single 3.12 1.42 2.75 70 4.25 108 151 - 200 -01 1 1/2" Double 4.38 1.99 2.75 70 5.38 137 200 - 200 -01 2" Single 4.38 1.99 3.44 87 4.88 124 3 76 4.25 1 Utf 201 - 200 -01 2" Double 6.44 2.92 3.44 87 6.75 172 ' BSPT thread available - consult factory Features • Metal to metal poppet seating • 24 mesh screen protects the valve from debris • All valves are pressure tested to ensure accuracy Materials Body: Brass Poppet: Brass Screen: 24 Mesh Brass 320 EXTRACTOR 151 FOOT VALVE EBW Inc., 2814 McCracken Ave, Muskegon MI 49441 - Sales Desk 1- 800 - 475 -3291, Sales Fax 1- 800 - 475 -4329 - lara, V417, Shown with optional compression fittings. Shown with optional compression ratings US,._ 'fed CGS art No. Size PEI Ibs Thds Th A 0 0121 -• Optional 0122 -02 -0370 0122 -02 -0050 -01 -2030 2" x 3/8" x 3/8" .75 -2050 2" x 1/2" x 1/2" .75 vectors: 3/8" Features Cast Iron Bushin, or fuel oil 3/8" or 1/2" ' taps for supply an. eturn lines. Coppe onnectors available se. • ately. 2" 3/8" 1/2" ks. 2" NPT with Part No. Size Ibs A B 0122 -01 -3076 3" x 3/4" x 3/4" 3.25 3" 3/4" 0122 -01 -3001 3" x 1" x 1" 3.2 3" 1" 0122 -01 -4075 4" x 3/4" x 3/4" 5 8 4" 3/4" 1 0122 -01 -4001 4" x 1" x 1" 5.7 4" 1" Optional Connectors: 0122 -02 -0750 3/4" 0122 -02 -1000 1" Features Cast Iron bushing for fuel tanks. Allows 1 open- ing to act as the In /Out port No. Size Ibs Cast Iron bushing fo ing to work as the port. tanks. Allows l open- 3/4" Shown with optional compression fittings. P.O. Box 8026_6401_E_400h St___Kansas.City, Missouii 64129 _ _ .___ -- � `�'� _ 1-816-924-3900_ _ J- 801.821,6581 - _FAX: 1 -R16- 924 -3903. _ CQ9 muta3 aif9 M(fq.Cs. s,95 NPT full port 1/4 " -4" hot forged brass ball valves Features and Specifications: * Hot forged sand blasted, unplated brass body and cap sealed with Loctite, * Approved by Canadian standards Association (CSA for- merly AGA and CGA), Underwriters Laboratories (UL), Canadian Underwriters Laboratories (cUL), Factory Mutual (FM), IAPMO (UPC) and meeting WW -V -35C Federal U.S. Specification, Suruhanjaya Tenaga (MY), * Finest brass according to EN 12165 and EN 12164 (for- merly DIN 17660 and UNI 5705 -65) specifications, * Full port to DIN 3357 for maximum flow, * 2411 100% seal test guaranteed, * Pure PTFE self - lubricating seats with flexible -lip design, * Dual sealing system allows valve to be operated in either directions making installation easier, * Chrome plated brass ball for longer life, * No metal -to -metal moving parts, * Blowout -proof nickel plated brass stem, * Two Viton O -rings at the stem for maximum safety, * No maintenance ever required, * Handle stops on body to avoid stresses at stem, /6\'‘ rated saes 1/4" through 1" * Handle removable with valve in service, * Dacrotized carbon steel handle with thick PVC dip coating, * Handle clearly shows ball position, * NPT taper ANSI B.I.20.1 Female by Female threads, * Silicone -free lubricant on all seals, * 600 PSI up to 2 ", 450 PSI over 2 ", non -shock cold work- ing pressure, * -40 °F +350 °F temperature. Options up to 2" size: * Stem extension, * Oval lockable handle, * T- handle, * AISI 430 stainless steel handle, * Patented locking device for valves up to 4 ". Upon request: * AISI 316 stainless steel ball and/or stem, * Glass filled PTFE seals, * Custom design. NOTE: Approvals apply to specific configurations only. Page 1.1 APPROVED BY Pressure drop chart w n RUBINETTERIE UTENSILERIE BONOMI sRL VIA PADANA SUPERIORE, 27/29 - FRAZ. CILIVERGHE, 25080 MAZZANO (BS) - ITALY 1.1/4 " +2" hollow ball Fax +39 030 2629498 Phone +39 030 212441 http: //www. rubval ves. com email: sales.director @rubvalves.com PART DESCRIPTION Material Q.ty 1 S.95 unploted NPT body Cw617NRUB001 1 2 Seat 00 -84 Pife RUB008 2 3 Chrome plated boll CW617NRUB001 1 4 5.92 unploted NPT end cop CW617NRUBee1 1 5 Nickel plated stem 0 -Ring design 04614NRuB0et 1 6 Docrotized nut C10 RUB003 1 7 Green 0 -Ring Viton RUB009 2 8 Yellow dacrotized steel handle Fe50 RUB003 1 Code 595841 S95C41 595041 S95E4' S95E41 t95C41 59.5841595141 S951.41 S99,441595N41 0 (inch) 1/4 3/8 1/2 3/4 1 11/4 11/2 2 21/2 3 4 DN (inch) 0.314 0.393 0.590 0.787 0.984 .259 1.574 1.968 2 559 3 -149 3937 I (inch) 0.472 0.472 0.610 0.669 0.826 .905 0.9051.043 1.260 1.377 1.633 L (inch) 1 171 1 771 2322 2.519 3.188 1.661 4.0154.763 6.141 6.968 8.504 C (inch) 0.885 0.885 1.161 1.259 1.594 .830 2.007 2 -381 3.070 3.484 4252 A (inch) 3.228 3.228 3.937 4.724 4.724 '.220 6.2206.220 10.03910.03910.039 H (inch) 1.496 1.496 1.692 1.968 2.125 .874 3.110 3.385 5.196 5.511 6.062 CH 6nch) 0.787 0.787 0.984 1.220 1.574 .929 2.125 2.696 3.346 3.897 4.921 DN shows the nominal tow diameter. Actual .flow diameter complies with full port DIN 3357 part 4. Stem configuration of valves over 2" is slightly different. Ask for details at our Service Center. Pressure - Temperature chart „111111111111111111111 151111121111111111111 IU�:::.!l�.�!1■111111 1/11111111111111111111 1111111111111111M11 111111111111111111111111E am .100 400 -10 0 100 1110111111/11WAI mwamermirser --- ..v..r tttttttttttttt� f111111 = n 1111 fr. a MI M M III u o n MIMMIIII/AMII1IMMINMAU rM•IINi=IINIAM/.I =W1111/111l11111M1W /W/UNIIIIIIMWMA iI II MMOrA. IIII1111•11IIIII■AIIIIIIIEMIP lhI 111111111111117/1115111111111111 WMII ME1.1•III--II NI111111111II1111 ,rn I��.UI■I�%�I/II..IlIIIV 1 4•�IluIII VAVAINEMIEVAIVNIIINIMMVIEllafilIVAIIIIM11111111 %/111111111112115MMI INIM I ■■1111111 ��1 ►1�I�i %�1� ►,II��/I�11111111 Fi 9 8 B RUC; Kv (ms /h) 0,0 Ask for additional information on the whole range of RuB valves and consult with your supplier for special applications. fi e B 11 VAIN PRINTED ON RECYCLABLE PAPER - Aril 03 - The company a all rights Jar the in ormalion contained herein. Products may be changed at any time without noecr. P Pan��rescry g l ) Anrundatai reference to a code or standard shall be inicrpreled as referring to the laOst edition. XCES9S - Revision: 1985 BULLETIN 3006 -A 111agn a #rya VAMM COPP MAX. FLUID TEMP. 212° F MAX. STATIC PRESSURE 300 P51 Except valves listed for 500 PSI BRONZE s n'iL VALV Depedable • Packless rE _ ENOID TYPE "A" FULL PORT - NORMALLY CLOSED 1/2 "TO3 "PIPE SIZE OPERATION: Valve opens when energized and closes when de- energized. When the coil is energized the pilot valve opens, relieving the pressure above the piston, which is then lifted from its seat by the plunger. Upon de- energizing the coil, a spring closes the pilot valve and opens a bleed passageway to permit pressure to build above the piston and seat it. CONSTRUCTION: ( *Wetted parts) *Valve Body - Cast Bronze, Globe Pattern - NPT ends *Piston - Bronze Coil Enclosure - Malleable or Cast Iron, 1/2" NPS conduit conn. *Plunger - 430 Stainless Steel *Pilot Valve - 303 Stainless Steel *Bonnet Tube - 304 Stainless Steel *Spring - 302 Stainless Steel *Body Seal - Buna N or Non Asbestos Gasket *Orifice Seal - Buna N (Viton or Glass Filled Teflon available) *AC Shading Coil - Copper *Stem Pin - Inconel Coil - Encapsulated Class B,18" leads - (Class H available) APPLICATION: To control the flow of Water, Oil, Air, Gas, Solvents, Brine, Vacuumandanyotherfluidsnotreactivewithconstructionmaterials and free of sediment. Valve operates from zero to maximum differential pressure indicated in table. Valve must be mounted in horizontal pipe with solenoid enclosure vertical and on top. Pipe Size Inches Max." Diff. PSI Type No. Watts AC ' Amps Hold ' 120 -60 Amps Inrush 120 -60 " " Watts DC Ship Wt. Lbs. Dimensions in Inches 1 /2 110 200 300 18A42 18A32 18A52 25 0.4 1.2 18 8 7 5 -7/8 2 -3/4 3-1/4 500 E33A62 45 0.8 2.4 23 1 16 8 6 -7/8 4 -1/8 3 -1/4 3/4 50 110 18A23 18A43 25 0.4 1.3 18 8 7 -1/8 6 2 -3/4 3 -1/2 160 118A43 40 0.6 2.0 28 200 300 33A33 33A53 45 0.8 2.6 23 12 8 -1/8 7 3 -1/2 3 -1/2 500 E133A63 65 1.2 3.9 33 17 8 -1/8 7 4 -1/8 3 -1/2 �y W" 1 Su 110 1 ° »G4 18A44 25 0.4 1.5 18 10 7 -7/8 6 -5/8 2 -3/4 4 -1/8 10 0.6 2.3 20 iuu i ion44 LUU .].. 54 �6+ 4,J u.o L.o LJ I`t 0-710 7 -if J-l7 4-I /o E13) /64 65 11 4.2 33 13 0 7/0 7 1/2 4 1/0 4 11B' 1 -1 /4 J00 50 90 18A25 18A45 25 0.4 1.6 18 12 8 -3/8 6 -3/4 2 -3/4 4 -1/2 150 118A45 40 0.6 2.4 28 200 300 33A35 33A55 45 0.8 3.0 23 16 9 -3/8 7 -3/4 3 -1/2 4 -1/2 500 tt 40A65 60 1.2 6.2 N/A 20 10 -3/8 8 -3/4 4-1/2 4-1/2 1 -1 /2 50 115 35A26 35A46 45 0.8 3.2 23 20 10 8 -1 /8 4 4 -7/8 160 135A46 65 1.2 4.8 33 200 300 41 A36 41A56 60 1.2 6.7 35 24 11 9 -1/8 4 -1/2 4 -7/8 500 141A66 85 2.0 10.0 45 2 50 100 36A27 36A47 45 0.8 3.5 23 31 11 8 -3/4 5 -3/8 6 150 136A47 65 1.2 5.0 33 200 300 42A37 42A57 60 1.2 7.4 35 36 12 9 -3/4 5 -3/8 6 500 142A67 85 2.0 11.0 45 2 -1/2 50 125 43A28 43A38 60 1.2 8.0 35 43 12 -7/8 10 -1/8 5 -7/8 7 -1/4 300 143A58 85 2.0 12.0 45 3 50 100 200 44A29 44A49 44A39 60 1.2 8.8 35 56 13 -3/4 10 -1/2 6 -5/8 8 -3/8 300 144A59 85 2.0 13.0 45 AOIVAT -ROL V4VE'ORiP0,RATION t�atro aIy rporat on RO. Box 17 h+' rn 67 F1fth Avenue • Hawte .com; %`Phone:973 -427 4341 `* ;Fax :973 427 -7611 www7rlagnatrdl`coc FOR OPTIONS & ACCESSORIES SEE PAGES 24 & 25 Strainers are recommended for use with solenoid valves (See page 19) When you order please supply the following: • Pipe Size • Valve Type • Voltage (AC or DC) • Hertz • Fluid • Fluid Temperature • Max. Diff. Pressure • Optional Features (See pages 24 & 25) tt Not available for DC operation Brass gate valve used to shut off product flow in the event of fire. Fusible element in handwell automatically closes valve when in contact with 165° Farenheit. 1OPSI max operating pressure. UL listed through 1/2" size. 200° available. The inlet and outlet are Female NPT Threads. To open the valve, the handwheel is turned in a counter - clockwise direction. To close the valve, a clockwise direction. Recommended for fuel oil and kerosene service. Morrison Bros. Co Estab sW 85 Size Weight 1' 0.50 lbs 3 /s" 0.50 lbs 1/" 0.75 lbs 3/4" 1.00 lbs I 1" 2.25 Ibs P.O. Box 238 • Dubuque, Iowa 52004 -0238 563.583.5701 (tel) • 800.553.4840 • 563.583.5028 (fax) www m rbrOs co -m T,O1RETURNTOhECA1 PRESS }ALT TABBKEY; INDEiX gagi29114 ml{ nlmumts ,ySeepagesA2 }Al2fordeta Ise, S�. `.',/{ ;# 'itr,a fe.4 `i..• '' .es `•'Yt/.F vff! },..s3+ Yb fktt'.. - #,x� =control devices inc. No. 6X271 14 13 A TANK MANIFOLDS All -in -o lutlet fitting for air compressor pressor. Airflow through tanks comb' safety valve, outlet valve, from the air receiver i fittin . Fitting si Pn'eu matt cs� AiroTfeatment tank mount fitting, ing user's air gauge Model for air carry tat „ua ire-type filler valve in place t switch fitting Safety valve is factory set for 150 P to 180 °F temperature range N for accepting discharge dir d fittings for mount- an -ensure switch. tanks is si r but has a of sure No. 6X272 No. 6D914 14 FOR USE WITH IRON PIPE National Pipe Thread (NPT) On Inlet and Outlet No. 6X213 FOR USE WITH TUBING National Pipe Thread on Outlet, Thread for Compression Fitting on Inlet No. 5X783 Key A Max. CFM 21 Compressor Carry Tank v must be e tank -mount g : tank mount, 1/2" ( M)NPT; pre e switch mount (not on No 6X2 /4" (M)NPT; gauge mount and out /4" (F)NPT. 4 H x 312 W x31/2" D ass body External threads coated with 'te® Vibra-SeaI0' 516 dry type thread als most fluids at temperatures 1 °F (300° intermittent) unable sealan from com from -65" to Tank Mount tin 1 Pressure Switch Control Devices Stock Mount (In ) Model No. 1/2 (M)NPT 1/4 (M)NPT 1/2 - ACM 6X271 58.92 CIM 6X272 8.92 Each SWt. 0.4 6.63 6 4 B COMPACT CHECK VALVES Compact II : body check valves, stainless steel spring and brass viton 0 -ring. Low . ing pressure with bubble -tight seal in ba used in pneumatic circuit . - also suitable for small a Max pressure 250 PSi Max temp e 250 °F Stock Shpg. ngth (In) Hex (In) Moe No List Each M. 1.31 9/16 M2525 60914 36 56.11 0.1 1.44 11/16 P2525 60917 8. 6.48 0.3 Key 8 Inlet (In 1 Outlet (In (M) NP1 1/4 (M) NPT n - seating on direction Widely pressors (less than 1 HP). COMPRESSOR IN -TANK CHECK VALVES Econo .'cal. reliable brass in -tank check valves for compressors. water or oil to s. For industria nd commercial applications. Fluoropolymer poppet, stainless ster springs. Check valv have been tested to 400° F for water or oil; rated 450 PSI . pressure. External threa s coated with Loctite® Vibra-Seal® 516 dry type threw. sealant Seals most fluids at te eratures from -65° to 250 °F (300° intermittent). Nos. 6X207, 6X208, . ?09, 6X210. 6D918, 6D919, 6D916 and 6X21 lave fernale National Pipe Thread (NPT) inle and male NPT into tank Nos. 6X213 214. 6X215, and 6X216 have inlets threaded for co . 71ession fitting, no adapter for .lpe thread -to- compression fitting thread needed. All ch k valves have 1/8" (F)N tapped unloader port; with removable plug for pressure sw1 h unloader connect' Inlet Outlet Key ( F)NPT (In.) (M)NPT (In.) Length (In.) fr. Size (II . Model Stock No. Shpg. List Each t. VALVES FOR IRO ` P NPT BOTH ENDS C 3/8 1/2 1/2 1/2 3/4 3/4 3/4 1 3/4 1' /: 1 1 1'/. 17, 1'/2 1'/2 1/2 OD 3/4 OD 3/4 OD 1/2 1/2 3/4 1 2'/4 /8 P38 . EP 3 1 P5050- 3'/. 1'/16 P1575.1EP 37 . 1V16 P 1510.1E P Ie 2' /e P7515.1EP 3'/e 112 P1010-1 EP 3'/e 17e P1212.1EP 3' /e 2' /e P 1515 - l E P 68207 6X208 6X209 60918 19 6X2 6X211 6D916 VALVES FOR TUBING - INLET THREADED FOR COMPRESSION FITTING 2'/8 3 31/8 3' /a 7/8 1 11/46 C5050 -1 EP C7550 -1 EP C7575 -1 EP C7510 -1EP 60213 6X214 68215 61216 59 33 9 33 1341 22 68 46 09 23 05 4201 47.14 56 78 6.78 9.89 17.85 36.15 18.11 32.55 36.75 02 0.3 0.4 0.8 0.5 0.8 1.2 0.5 8.87 6.• 0.3 9.18 6.73 0.3 11.88 8.62 1.5 17.64 13.21 BRONZE AIR CHECK VALVES Noiseless, dome - shaped, positive seating Fluoropolymer discs for maximum air flow. Valves open at less than 3 PSI, withstand up to 250 PSI back pressure, temperatures up to 450 °F. Valves may also be used on water or oil lines. Globe valve body with threaded cap: both ends tapped. All models have 1/8" tap for pressure switch unloader connec- tion. Vertical or horizontal mounting. (F)NPT Key Sue (In.) Mfr. Model Stock No. List Each Sg. 1/8 1/4 3/8 1/2 1/4 1 1'N 1'/2 2 C8 -13 CB -25 C8 -38 CB -50 CR.75 CB -10 6b -I4 C8.15 CO -20 60906 5X780 5X181 58782 5070'4 2A165 L01bb 60907 60908 512.54 12.54 15.65 20.09 7d 17 55.33 /4.1b 82.72 144.84 59.28 9.28 11.58 15.91 17 AS 46.70 63.10 69.40 121.40 0.5 0.3 0.4 1.0 1 2.0I L. t1 3.1 4.1 GRAINGER 1 2913 Hose Master's Fire-Shield connectors are the safest, longest lasting, and most flexible metal hose connectors mann factun:.,:d food: Hose Master's unique "hydro-forming' process makes the difference by minknizing residua/ stress points created thh hose during the manufacttinng process. Hose Master's proprietary tube seam weld technology resists aromatic vapor perme- ation and Hose Mastelt precise ASIVE certified welders follow specified procedures to insure the strongest fitting .aftarThrnerii.s. Hose Master's extensive array of availanle end Pttings offer the quickest and most cost-effective solutions for connecting fiberglass or flexible pipe to the submersible purnp and shear valve. Hose Master's connectors tnThitni7.e threaded connections, whiCh means fewer leak points and reduced ristallation time and labor Hose Master's Fire-Shield connectors meet all specifications for aboveground arm underground gibing applications, and comply with NFPA and UFC codes. Tf;ey are rated for full vacuum ,9nd are available with BSPP or E3SPT threaded :fitting& Connectors ,9re designed to accept approved secondary containment systems. 4 Call 1-800-221-2319 FSMM - Male x Male Hose Working Minimum Standard Diameter Pressure Bend Lengths (inches) Radius (inches) (inches) 1 150 4 12,11ii, •; 8, 21. 3C 1 7/2 21 12, 1E,, 18, 2 i. 3C 2 i, i .,,,• , 10, i o. zci-. ot,.. 2 150 2 12, 14E. 18.21 3C FS - Mail x 2" Female Hose ,,forking Mini. Standard Diameter ire end Lengths (inches) (P.s.I Radius (inches) ches) 1-1/ 150 4-1/2 12, 15, 18, 24. 30 2 150 6 12, 18,24 30 - Male x Male Swivel Hose Diameter (inches) orking Minimum Standard Lengths (inches) Pre ed i us (in 50 4-1/2 12, , 24. 30 50 6 12, 15, 18, 2 Conocctor;; with t1LAIL.0 Ar,proteak--: co); be ;:i77-.).))//r) lei)gths 7) feet. 6. Day Tank and Pump Control Panels a. Duplex Supply Pump Controller b. Day Tank Level Controller c. 5 -Level Float Switch A Pump controls available for duplex, alternating and lead lag pumps. Panels may include relay contacts for pump control and remote annunciation, disconnect switches, pump failure and running indicators, tank selector switches, HOA (hand off auto) switches, motor starters, local alarm horn and lights. All panels are built with U.L. recognized components. Enclosures available in NEMA 4, 4X, 7, and 12. Controllers based on PLC (programmable logic controller) technology. Pump In/Pump Out Control Alternating Pump Control Lead Lag Pump Control Duplex Pump Control .43 Tank Drain Control Tank Fill Control 4 Valve Control orsiN'n:c 111fg.. Inc. 1993 Pond Road Ronkonkoma, NoN York 11779 Phone: i031) 9S1 -2001 Pax t t)? 1) (M1-2007 Email: ronnzrcr,r r nnut e rom Web Site u'W%% nnnurC.e0n1 Doc.90011S — .... • Liquid Level Float Sensors > Stainless Steel or Brass Mountings > 1 to 6 Actuation Levels > Lengths to over 11 feet > U.L. Recognized, CSA Listed LF series float sensors have multiple options including material of construction, mountings and float sizes. This allows for the LF sensor to be extremely versatile in a wide range of applications such as water, oils, chemicals and corrosive liquid. LF -2 ifications BUNA N Stainless Steel Operating Temperature Water: to 180 F Oil: -40 F to +230 F -40 F to +300 F Stem & Mounting Material Brass 316 Stainless Steel Max Length (Lo) 120" (305 cm) Float Stops" Beryllium Copper 316 Stainless Steel Units greater than 72" overall length are supplied with collars with setscrews (made of same material as stem and mounting) in place of float -stop rings. Collars are optional on units less than 72" overall length. Units requiring 316SS float stops must be special ordered with 316SS collars instead of grip rings. In some instances the use of concentration of chlorine and other corrosive compounds in the media require the use of collar type float stops. Consult factory for details LF -' switches are U.L. Approved for Class I, Division 2, Groups A, B, C, D hazardous locations. FM Approved explosion proof junction box must be installed for Class I, Division I, Group D hazardous locations Group 1 Switch (N.O. or N.C.): SPST: 20 VA Group 2 Switch (N.O. or N.C.): SPST: 20 VA For clarity, only two actuation levels are shown in each group diagram. Wiring Coloring:Code , ME ! Level1 L LF -* Liquid Float Sensor 1•7/8" •- DIA. BUNA N Float Stainless Steel Float 10' Sensor cable (supplied by OMNTEC) 1/2" NPT Brass Nipple (supplied by others) 2" NPT Brass Bushing (supplied by others) - 1/2" NPT Extension Nipple (supplied by others) Actuation Levels green /white green /white black/orange blue /orange yellow /brown • Consult factory far materials other than stainless steel and BUNA N. * Consult factory for compatible controllers. 1/2" NPT Brass Coupling (supplied by others) 1/2" NPT Brass Nipple (supplied by OMNTEC) LF -' (supplied by OMNTEC) BUNA N Floats Doc.900114 OMNTEC Mfg., Inc. 1993 Pond Rd., Ronkonkoma, NY 11779 pg 1 of 2 www.OMNTEC.com Phone 631 - 981 -2001 Fax 631 -981 -2007 OM TEC®\ LF Actuation Levels L L6 L5 L4 L3 L2 10' Sensor cable (supplied by OMNTEC) 1/2" NPT Brass Nipple (supplied by others) 2" NPT Brass Bushing (supplied by others) — 1/2" NPT Extension Nipple (supplied by others) 1/2" NPT Brass Coupling (supplied by others) 1/2" NPT Brass Nipple (supplied by OMNTEC) LF -• (supplied by OMNTEC) BUNA N Floats _* Liquid Float Sensor Switch actuation levels are determined following the guidelines below: All units 72" or fess L5 with Stainless Steel or Buna N floats. A = 1 -1/2" (38.1mm) minimum distance to highest level L (2 ", Type 5 only) B = 2" (50.8mm) minimum distance from end of unit to I. lowest level C = 3' (76.2mm) minimum distance between levels D = 1/4" (6.3mm) minimum distance between actuation 1. levels (Note: One float for two levels can be used only when low level is N.C. dry and high level is f N.O. dry) '1 Actuation level distances and L0 (overall unit length) b are measured from inner [ surfaces of mounting plug or flange '1 Length overall L0 = L1,+ Dimension B. See mounting 1 Types for Maximum Length values Notes: 1. A, B and C dimensions based on a liquid specific gravity of 1.0 2. One float for two levels can be used only when 20VA switch is used 3. Actuation levels are calibrated on descending fluid level, with water as the calibrating fluid, unless otherwise specified 4. Tolerance on actuation levels is +I- 1/8' (3.2mm) Units greater than 72" overall length are supplied with collars with setscrews (made of same material as stern and mounting) in place of float -stop rings. Collars are optional on units less than 72" overall length. Units requiring 316 SS float stops must be special ordered with 316 SS collars instead of grip rings. In some instances the use of concentration of chlorine and other corrosive compounds in the media require the use of collar type float stops. Consult factory for details. Doc.900114 OMNTEC Mfg., Inc. 1993 Pond Rd., Ronkonkoma, NY 11779 pg 2 of 2 www.OMNTEC.com Phone 631 - 981 -2001 Fax 631 - 981 -2007 Type 1 1/2" NPT Type 2 1 -1/4" NPT Type 3 2" NPT Type 4 3 ", 150# Dia, Flange r 112" NPT 1/2" NPT 1" SQ. (25.4mm) _ 112" NPT 1 -114" SQ. -.-.- - r , , 6" i�' ' f-.0 - _ BOLT CIRCLE (152.4mm) 314 "DIA. (19.0mm) NPT - - 7.112 DIA. (190.5mm) 112" N (31.8mm) _ w (25.4mm) Stem and Mounting Material Brass or 316 Stainless Steel Flange: Carbon Steel or 316 S.S. Stem: 316 S.S. Max Length 36" (91.4 cm) I 60" (152.4 cm) 140" (355.6 cm) Mounting Position Vertical 30 Inclination Float Stops' Brass Units: Beryllium Copper Grip Rings, Stainless Steel Units: S.S. ARMCO PH- 15 -7M0 Grip Rings Units greater than 72" overall length are supplied with collars with setscrews (made of same material as stern and mounting) in place of float -stop rings. Collars are optional on units less than 72" overall length. Units requiring 316 SS float stops must be special ordered with 316 SS collars instead of grip rings. In some instances the use of concentration of chlorine and other corrosive compounds in the media require the use of collar type float stops. Consult factory for details. Doc.900114 OMNTEC Mfg., Inc. 1993 Pond Rd., Ronkonkoma, NY 11779 pg 2 of 2 www.OMNTEC.com Phone 631 - 981 -2001 Fax 631 - 981 -2007 FILE COO Date: 8/23/10 �,�fa Kff0(104,- Tukwila Fire Department OPERATIONAL PERMIT 484 -10 485 -10 By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, McKinstry Company located at 3355 South 120th Place having made application in due form, and as the conditions, surrounding, and atTangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, .section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS FERMTT IS VALID FOR - NINETY DAYS- This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall reauire a new nerrnit. Fire Marshal RECEIVD CITY OF TUKWILA THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. SEP 2 0 2010 PERMIT CENTER T.F.D. /F.P. #2 REV1SIO N00 MVJ O14'4 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 460-7-myttoPrx SABEY DATA CENTER S DC-52b Intergate East Building 5 Tukwila, Washington STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION April 2, 2010 ENW Project No. 99- 136041 M 10‘0'1u RECEIVE APR 0 2 2010 PERMIT CENTER • O • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com von LETTER ©E T ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVENUE N.E., SUITE #205 SEATTLE, WASHINGTON 98115 PHONE - (208) 525 -7560 / FAX - (208) 522 -6698 HaliflOTTAL TO: CALLISON 1420 FIFTH AVENUE #2400 SEATTLE, WA 98101 -4625 DATE: April 1, 2010 JOB NO: 99136041 ATTENTION: BOB WINFREY RE: SABEY DATA CENTER - CENTRAL PLANT PHASE 11 SDC-62b WE ARE SENDING YOU ID Attached El Under separate cover via COURIER the following items: ❑ Shop drawings ® Prints ❑ Copy of letter ❑ Change order ❑ Plans 0 ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 4 04/01/10 SET WET STAMPED BOND PLOTS - STRUCTURAL 2 04/01/10 SET WET STAMPED STRUCTURAL CALCULATIONS THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use ® As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US if enclosures are not as natal kindly nom us at once. ** ❑ Approved as submitted ❑ Approved as noted REMARKS: None COPY TO: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Retum corrected prints i J MSIGNED. ' / �. sir: r� 1. 't `•,,,r . Mech. Upgrade lat. 1 -UP 7 -UP Roof Mechical loads 1 -Mech. 17 -Mech. 3r' floor Mechanical loads 1 -3rd 10 -3n' Generators 1 -Gen 4-Gen. UiGf4 ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS } PROJECT # SUBJECT 6869 WOODLAWN AyE. N. E. #205, Arrl.E, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT V� V�j�/ DATE �D V �'`� SHEET _ -LOF _� ( j BY (11) UNITS ® 15.5K 2 i6 b 40 a5i 39 6 • c? 2. 4$ 1 �S at t mss - 1(19 C— Afte 1.7. '' �n 6K (8) UNITS (6) UNITS 0 36K (E) 7.5K CURRENT & FUTURE ROOF TOP HVAC DESIGN ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT Ors 1X41 P-s'1r Vt�= I7'p f (. = oo psf 8 i pi = 1, s6 �f b Aim purwh Tnai ckI 6869 WooDI.AwN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 tom (t411. Sbv e) car 270. F/c r tL. -44 DATE _ T '/646 A SHEET OF1!� By _ iAt t er hat, •1 0p lq(D = 0.23 • 64-51)) RRA)ise nevi (C,cWr4+,4 ()Se? ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 DATE SHEET BY � PSF kn1ii4 flE7' (peof 91° eoui6w0) P5F Ow_ E140P\ 90FF (zn(l 3il) Pl* riztoviitiCel 1.92 f (A114445.19 ITT roof `Lh 1 novn _,_ OO k cutuot. . 1 124,r (tqR c�ItiI�ry �o X2 tX1190-toR wAwti (421% 100 %itger) 3�� ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No q611/(01,0 JOB NAME UV7 ( im C UJ`!5 DATE SHEET1.P__OF BY SUBJECT 1.,..A.411M, 3' f , M 4A. 00 eiltwiWf °q1 t cA* 1 (tuR't)') ?' r by to iMt Iai mom: co Foot: ail per rU ri o -. c, (tu use) 1/1,<- ! 4 ptif t,6111-q1- R901 fu= c F 5 ,2117 F 10 vji kmrtAri.o9 Toyai6k1 -17e44.1 t701102 9I lob tot.= 11//WW Reif cm � Art)tom 3h2 Its ktu/0 Wevireotovatt5Q ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 qt/l) SHEET OF 524107 ••• Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ••• AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.6.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7-06 for Sections, PROJECT NUMBER: 89136030 Figures, Tables & Equations PROJECT NAME: Sabey Data Center - tang County Data Center LOCATION: Tukwila , WA DESIGN BY: DML PROGRAM LIMITATIONS 14 Tile bidldbiig heigt M SJ Or Si eed#he iengtt#'nor width:(a digid stru 2.} T#le tg111d rµ� AfUST.AlOT ex 3.)11.1etarot f USr9NOfexceeit.45: BUILDING AND SITE INFORMATION INPUT 490.00 ft. 463.00 ft. 58.00 ft. 58.00 ft. 025 InJfL Gable 68.00 ft. (EL a-0" to T.O.W.) •85 mph (3 second gusts only 1111) B Section 6.5.6.3 1.15 See table to the right 1.00 Figure 6-4 & Eq. 6-3 BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, a = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1936 degrees rtance Factor - I Category Importance Table 1 -1 pg.4 Factor Table 6-1 11 1.00 Ili & IV 1.15 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building internal pressure oondition = ENCLOSED Determines GCpi in Figure 6-5 * Note:- III = Public Assembly &/or Hazardous • ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility OUTPUT MEAN ROOF HEIGHT, hmr = 68.00 ft. DESIGN HEIGHT, hd = 58.00 ft. (WIND PERPENDICULAR TO RIDGE) DESIGN HEIGHT, hd = 58.00 ft. (WIND PARALLEL TO RIDGE) Design fight for (qh) = 58.00 ft. MAIN W)ND-FORGE RESISTING SYSTEM (MWFRSt FROM ASCE 7 Figure 65 ( Input From - °Building internal pressure condiion" above) INTERNAL PRESSURE COEFFICIENTS - GCpI ENCLOSED = 0.18 -0.18 Kz = 0.8458 qh = 0.00256 Kz Kzt Kd V2 I (Eq. 6-15) qh = 15.29 psf EL.58 ft. Section 6.5.12.2.2 Low -Rise Buildings p = gh((GCPf) - (GCpI)) (Eq. 6-18) Case B - Parallel to ridge Zone GCpf Case A - Perpendicular to ridge Zone GCpf Load 1 0.40 6.12 psf 2 -0.69 -10.55 pet 3 -0.37 -5.66 psf 4 -0.29 -4.43 psf 5 -0.45 -6.88 psf 6 -0.45 -6.88 psf 1E 0.61 9.33psf 2E -1.07 -16.36 psf 3E -0.53 -8.10 psf 4E -0.43 -6.58 psf Windward Parapets = 22.94 psf Leeward Parapets = -15.29 psf a= 23.20 ft. 2a = 48.40 ft. 1 0.40 2 3 4 5 6 1E 2E 3E 4E -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 1 Load 6.12 psf -10.55 psi -5.68 psf -4.43 psf -6.88 psf 5.88 psf 9.33 psf -16.36 psf -8.10 psf -6.58 psf IJB = 0.94 B/L = 1.08 hmr/B = 0.118 hmr/L = 0.125 Internal pressure = +1- 2.75 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 12/102008 Copy of ASCE7- 05WindMeth2ids ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 "' Property of Engineers Northwest, Inc., Seattle - Use by others unlawful "' PROJECT NUMBER: 99136030 PROJECT NAME: Sabey Data Center - King County Data Center LOCATION: Tukwila . WA WIND LOADS PER ASCE 7-05 Method 2 - Section 6.512.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 58.00 ft. BLDG. RIDGE HEIGHT, hr = 68.00 ft. BLDG. EAVE HEIGHT, he = 68.00 ft. MEAN ROOF HEIGHT, hrnr = 58.00 ft. Distance diaphragm is below roof = 29.5 in. Wall Support Elevation at Ridge = 55.44 ft. Wall Support Elevation at Eave = 55A4 ft. 2a = 48.40 ft. a =2320ft. Loads to MWFRS Lotion Walls ft corners = Walls Windward roof = Leeward roof = Windward roof = Leeward roof = Walls parallel to the wind = Windward Parapets = Leeward Parapets = Joist depth rfle MBS buildings For MWFRS Comer design load For Wall °Comer design load Zola Loft 1E84E 15.90psf 1 &4 10.55psf 2 -13.30 psf 3 -8.41 psf 2E -19.11 psf 3E -10.86 psf 5 &6 0.00psf All 2294 psf All -15.29 psf ALSO SHEET OF (Dior Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check this load case as an independent case and do not combine with the load case at the left. MWFRS - Dlaohnaam loading Daratel to the rida e Corner load (up to) 48.4 fL from comers = 490 pit Non-comer load (more than) 464 fl from corners = 330 plf MWFRS _- Diantmaam loading aeroemliwlar to the ridoe Comer load (up to) 46.4 fL from comers = Non-comer load (more than) 48.411 from corners = tONENAlsglitilifts Roof uplift load up to 48A ft. from exterior walls = Roof uplift load more than 46.4 ft. from exterior walls = Components & Cladding 490 plf 330 pif -19.2 psf -13A psf Wall Design 1028 sq.ft. trib. (Inward) _ Wall Design 1028 sq.ft. trib. (Outward) = Wall Design ra 1028 sq.ft. trio. (Outward at Corners) Wall Design s 180 sq.ft. trib. (Inward) Wall Design 180 sq.ft. trib. (Outward) _ Wall Design @ 180 sq.ft. trib. (Outward at Corners) Parapet only Design at Comers = Parapet only Design NOT at Comers = Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = Roof overhang & canopies uplift (Zone 2) = 12A psf -13.8 psf -13.8 psi 13.5 psi -14.8 psf -15.9 psf 24.8 psf 24.8 psf 0.60 inift. 500.0 sq.ft. -11.0 psf -16.1 psf 4--- USE 4-- USE �--- -- USE a-- USE f- USE 4- USE 4--- USE 4- USE 4-- USE Q-- USE 4---- USE 4- USE 4- USE a-- USE 4---- USE 4- USE 5124/07 2 12/10/2008 Copy of ASCE7-05W'mdMeth2.rds SDC -52 Central Plant Date and Time: 12/10/2008 11:04:58 AM (� j MCE Parameters - Conterminous 48 States Latitude = 47.488839, Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 MCE Parameters - Conterminous 48 States Latitude = 47.488839, Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv =1.52 Period SA (sec) (°fig) 0.000 056.2 0.4FaSs 0.105 140.6 To 0.200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T =1.0, FvS 1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 --L Sce on., St 276.104) : 0,9373 3� (a•bi) 2* 0. 3z33 ]ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEA'rn ,, /WA 98115 (206) 525 -7560 FAx (206) 522-6698 PROJECT # � �o O � 3 PROJECT, S A6 Ey Dj C{ / St/ c - J Z^ b DATE 4-1-ID SUBJECT C 47./11 24 L f 4/(f 7 SHEET OF Agog UPON A, F_OE sT- By 4v 4-7 O) K• c. tm s3 wormy 7 Jcr %'tE' .s,. .✓ c.4. op ?V/< 1L 4 (zoto) 431- 3 (07-0. .4LLE7J J o Cg — ZOo6 IBC Ai /A/0 — rApoloy k-7V S,4row - a S Pd F -t 6=f- St7.sn1 tE - Fin ✓JG, s 'Mau Sire' CMS/ D -L Date and Time: 12/12/2007 3:08:30 PM • MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 sos -1- ��' °�� 1.0 048.5 Map Value, Soil Factor of 1.0 : 0. y 3 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv= 1.52 .1g,s I Period SA 1� (sec) ( %g) - ) l r �� 0.000 056.2 0.4FaSs /�� 1) z o. 1) ('3b �� 0.105 140.6 To l /° 0.200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0.600 122.8 , O, 0.700 1 05.3 0.800 092.1 s Oei (- 0.900 081.9 1.000 073.7 T =1.0, FvS1 • 5psf 1.100 067.0 1.200 061.4 • 72. o'- 1.300 056.7 1.400 052.6 (,4.) rp = o. tiff? z=1) (o .?-\ 2 1.500 049.1 1.600 046.0 a 2294 -� 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 E ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # 9,I36 p V, PROJECT SUBJECT 6869 WOODLAWN AVE. N. E., #205, SFArrly.., WA 98115 (206) 525 -7560 FAX (206) 522-6698 arg d T DATE S- $ -D Et SHEET 3 0 BY /a', G. 4 2 (f(o 2 )('r'o) • _' (/ ?9)2.1 o) - CZS, Z ° s )6,3. Se2.s PL 4 / /ow6a Pd/ /8 l 1((01( #45 Dile(_7 70 OW 40 @ /5, 6-00 z G 2,o/ OW 416-1i! cW gdf0P 6zo 2 of 8i 5 K ONO 4fe- cokes 1/ PaF 41% o/ j2E ENGINEERS- NORT t 4 6869 WOODLAWN AVE. N. E. - SUITE 205 SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 622 -6698 Joe No qqoatiO Joe NA SUBJECT fkfliVIAA, ME p N ivi j" 1 Vprmws Cootium 15 v r1 u i ci4iel 1 cuRt 6) ?cif &r t1 hi 40 WV* moor= Cv cm 15r -I.26 pt/I NVO DATE 00 SHEETT_ OF BY (d/ ( I$Iif 'FMK la 1/V- 11 P4f fAuttr RE01-';1P5f Fes= ciq p7F )) AmotAirutl, R- ,Siat COO ENGINEERS -NORTH EST II C- . 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6d98 . geve 0 r l ;r.'e.L q PSF FwNi14 11 Pt* (ReOf ro� MutwwuT) DATE SHEET BY ri,po , 91? 5F (tint) 4 rd) c1 PSI` F Pk?4 IN,C 1 M..9? (Au144w9 A151 purfuj 1710, fi r t lit tittel nom I°- ONMAtt- (rut-aRt*- a01,04% tX1-1912-lbR wit14/4 (`21X RV\id't (-48er) t'&Q °°*:/2 /' 7 iS 9/meg at Area sion DA-ta • • Throat Curb Cap Width x Width x Length Length Optional A Damper Width x Length B lgoo,Awfx' tilmossesse ............. ......., tgtgV.Mq.t.MaS. tttiM VOSAstiemShIPP:dieci 0.Mc 0.047 : 0.071 0.089 0.119 : 0.149 0.196 Height*. 4:401.041#4#144K:f0Matinakrif,,Agg 1 'mat: 0.065 u.1zr 0.158 0.2i2 ! 0.267 0.35 01141;4111tikeAfeiliiklagt‘***Vt1fiaiii1ViRae 235/475297/600:384/735:4013/820470/950527/10656W12201 ;20.25: 54x54 62162 '22.50 54 x60 62x68 24.75 ' 54 x 66 62 x 74 27.00. 54 x.72 62x80 29.2554x38. 62x86 31.50 54 x 34 62 x 92 33.75 54 x90 62x98 36.00 54 x 96 62x104 38.25 54 x 102 62 x 110 40.50 54 x 108 62x 116 42.75 54 x 114 62 x 122 pact)._ 60x60 68x68 27.50 i30.00 60x72 68x80 132.50 60 x 78 68x86 35.00 60x84 68x92 7.50 60x90 68x9860x90 113l4429. 5 17802 60x66 68x74 54 54X60101.,;9626 54x66 90. 10826 54 x72 120: 2 54 x.114:110 168: 26 42474. 10681 1327 11749 14879 7,3.* 60 x 60 10010829.5 5 11868 60 x 66 11010829.S 5 .13055 60 x 72 108 12029.5 5 14242 60 x 73 10613220.5 5 15428 14881 . 15598: .19 .16534 .. 18442 21 18188 20286 ...... 23975 27771 , . 000 25819 2997:. 33563 .240127430*: *04 5961 .41173 26455 29507 34130. si.:36358 •:" 43917 •00 6‘..,*(t66 • <543i 01 15030 16533 18038 Galvanized Unit Weight B.:. ".24704 ...... .74148 .... : 314135Q40.4o589 .5: 18371 20491 • 23736 20209 22048 22540 24689 26110 28483 45550 .521 26638 30498 29301 33548 31965 36598 No 379 60 x 84 115 132296 5 16615 21 .00 42.50 [45.00 47 150.00 25720 : 22544 ! 27567 29 39648 30737 60x96 68x104i 60x 96 111 15629.5 5 M8989 60x102 68x 110 60x10211815629.6 5 20176 60x108 68x 115 80x 108116 16829.6 5 I 21362 60 x 114 122 16829.5 5 x 1 24047 29394 25550 27 31231 33068 37978 37293 _.42697 3996¢- 45747 42620 48797 404 429 473 5 34835 34908 40351 42725 45284 51847 47948 54897 50811 947 : 6 733 2 53275 60996! ' 0c: .03-'72x72 72 x 78 72x84 80x92 142.00 asko [54a 1.00g .00 ..... ....... x 102129156 ‘*•:11)0077, •x 114125.11 .x 120 131 1 .. • . x 70)k .. . . 28721 80 x 80 72 x 72 130 12029.6 5 17090 21 80 x 86 72 x 78 128 13229.6 5 18514 23446 72 x 84 126 14429. 5 7 19938 25250 72x90 80x9872x90 13215629.6 5 21362 27053 72 x 96 80 x 104: . 72 x 96 132 16829.5 5 s 22787 72 x 102 80 x 11Di 72 x 102 131 16829.6 5 24211 30661 72 x 108 80x 116 72 x 108 132 18029.6 5 25635 37478j41802 39682 : 44261 54341 62216 51270 57537 65876 791 811 .,..:(f 44459 49589 67441 6446? 73308 No ‘26455 : 29507 34180 : 38358 43917 : 28659 31966 37028 41555 47577 25 35273 f 39343 39876 42725 44751 51237 47948 54897 587 641 670 733 45573 51144 58556 ..00 72 x 114 80 x 122 72 x 114 132 19229.5 5 27059 : 34268 60.00 72 x 120 80 x 128 72 x 120 132 20429.6 5 28483 36071 63.00 72 x 126 80 x 134 72 x 126 132 204,36.5 12 29907 37875 i66.00 72 x 132 80x140 72x 132132 21636. 12 4., 332 39878 169.00 72 x 138 80x 146 72 x 138 132 216,36.5., 12 32756!41482 72.00 72 x 144 80x152 72 x 144 132 228365 12 34180 75.00 72 x 150 80 x 158 72 x 150 132 228G6.6 12 78.00 72 x 156 80 x 164 72 x 156 132 24036.6 12 's 37028 46893 81.00 72 x 162 80 x 170 72 x 162 132 24036.5 12 '4.00 72 x 168 80 x 176 72 x 168 132 25236.5 12 39876 72 x 174 80 x 182 72 x 174 132 25236.5 12 41301 52303 .00, 72 x 180 80 x 188: 72 x 180 132 26436.6 12 1 42725 54107 85 41887 44091 49179 46296 54118 60734 69536 51638 56988 59815 63930 73196 67127 76855 848 886 50705 52910 96 55114 82663 70323 80515 59016 65511 68360 61474 71208 73520 84175 76716 87835 79913 91495 57319 50500 8 63933 92 74056 78905 61728 : 68851 63932 : 71310 79753 83109 95154 86306 98814 89502 102474 0 66137 : 73768 82601 92699 106134 854501 95895 109793 41reigh 3 976 10l54 1116 elti/emae 122E1 1351 1486 1634 1798 t k A 0 W91/12 P86t / t131tUVf10 ISti I O EQUAL ANGLES HIGH STRENGTH STEEL 152ksi1 N7714p41L1 1830 MICR- NI7t latlannaL 78816NT FOOT 49I 0(IT4184Tl010A081 MI MI 1 Mot 0E0 .9CTION 47 7 1P*N$ 10 MIT in in lu 2 4 5 8 10 12 74 20 25 Si 8 1 91.0 49.3 49.3 47.0 35.0 27.9 8o 90 2w 8A" 8 19.5 13.2 10.1 0.07 0.05 0.17 0.30 0.48 091 1.96 2.9 1 45.0 38.8 386 38.8 31.1 24.7 17.4 11.7 815 0.01 0.04 0.16 0.29 0.48 0.91 1.90 29 1 389 29.3 29.3 29.3 27.1 213 15.1 10.2 7.79 0.01 0.04 0.13 0.29 0.40 090 7.90 29 1 32.7 21.0 21.0 21.0 21.0 182 12.7 9.55 5.51 0.08 0.07 0.11 0.27 `15 097 1.87 29 1 28.6 13.8 13.8 13.9 13.8 139 102 5.82 5.74 0.00 0.03 0.00 • 0.22 0.64 007 7.07 3.7 3} t 34. 1 13.3 8.05 5.33 3.95 1....-.. 2.54 2.13 1.30 0.92 �..,-.. - 0.77 439 6 it 6 1 37.9 45.9 38.5 25.5 19.0 15.1 12.4 10.5 6.98 5.10 2.55 2.00 1.75 0.02 010 0.27 041 0.63 091 935 20 4.0 7.55 1 35.1 36.3 34.E 22.9 17.0 13.5 11.1 9.42 8.07 438 1,34 064 069 002 0.70 0.21 1640 0.83 091 1.24 26 4.o 40 1 29.7 27.7 27.7 19.8 14.0 11.6 9.52 7.99 5.30 346 0.48 . 005 0.00 022 0.39 031 0.69 120 2.5 29 1 24.2 20.0 20A 76.8 12.4 9.81 8.09 5.84 4.49 138 016 0.01 0.08 0.22 049 1681 0.88 120 25 19 11.4 1A 21.9 181 182 15.0 11.1 8.85 7.38 9.00 4.08 3.70 0.21 047 1663 1601 0.00 122 0.39 061 1688 1.20 25 19 3.18 } 19s 13.3 13.3 13.3 10.0 797 8.57 9.49 3.64 2.74 1681 120 983 0.01 0.07_ 0.32 0.39 091 0.89 7.30 2.5 10 1.41 ti 172 102 702 102 8.78 0.98 568 4.79 3.18 2.38 .81 25 5.2 0.01 000 0.19 0.39 0.65 689 1.19 2.5 40 080 } 143 7.77 7.71 7.77 7.50 595 4.90 4.15 2.75 2.06 SI 5.3 0.07 049 0.57 019 051 0.88 1.20 2.5 4.0 5115 1 23.8 28,5 20.4 13.8 101 7.90 0.55 533 153 2.81 1} 3.7 0.02• 0.12 0.27 0.48 1678 1.00 1.49 3.0 4.e 1 199 19.2 17.0 11.3 8.38 661 5.4S 4.60 202 L23 0.02 16/2 0.27 0.47 0.74 1.07 5.46 10 4.7 } 15.1 12.9 12.9 9.20 8.96 5.41 4.45 3.78 2.47 5.79 401 0.17 0.20 0.47 373 148 945 30 4.7 . 1 122 7.59 7.50 7.01 5.21 4.13 3.39 2.88 1.83 1.38 0.07 409 0.26 0.40 973 7.08 1.45 3.0 169 III 10.4 5.41 5.41 5.41 4.37 3.48 2.95 2.40 1.53 7.00 0.01 0.07 124 547 074 147 7.40 17 S7 0456et61w vales 70 tl5e right at 6e 705y line s 1707 1/199 N to 50wh. Lace 1*008 a 04 Not d 7716 mama lire we row on fee epeity. and en Ne sae 6e teanMaWl9 11w111 si Ind Safe Load Tables for Laterally Uns ipported Angles Normal-Strength Steel -36 hsi yield stress BASED ON AS CA1 1968 Loading area 4103419141 114104 4110 NdNNAI 444 FOOT 1'AM 0t8/a18VTI0 7.0408 IRM O 7 MAX DOFl9CTI0N (iO 18 aY no 7847 n in lb 2 • 8 8 10 12 74 20 25 4 t 4 1 15.7 P P! A !o A_ -- P}a P� A`� P,~' AP PP P!+� `� Pw P!� `1 8 6 YSS a 8� as gs g$ $a Quo QN as go 8g 8" gM 10.6 7.14 5.30 4.10 3.43 2.82 1.81 1.29 0.15 0.34 0.61 0.95 7.37 1.88 18 60 f 12.7 8.69 5.75 4.27 3.37 2.78 2.32 149 1.08 0.18 0.33 0.50 0.87 1.34 1.84 18 60 1 9.7 6.69 4.43. 3.29 2.59 2.13 1.79 1.15 0.80 0.54 0.33 059 0.02 5.34 5.82 19 60 it 8.1 5.10 3.87 2.73 2.15 1.75 1.48 0.04 0.65 0.73 0.33 0.56 0.92 7.34 1.05 3.0 6.3 1 86 3.48 3.00 2.23 1.78 1.44 1.19 0.73 0.51 OM 7 0.33 0.59 094 1.37 7.87 10 67 3} t 34. 1 13.3 8.05 5.33 3.95 3.11 2.54 2.13 1.30 0.92 0.77 439 0.70 1.10 1.50 22 4.4 7.0 4. _ 11.8 8.70 4.43 3.28 2.55 2.00 1.75 1.05 0.76 0.11 0.39 0.00 1.07 7.55 2.1 4.4 7.0 1 8,4 5.13 319 2.31 1.90 1,32 1,34 064 069 0.71 0.35 0.66 1.00 1.54 z 40 7.7 14 7.1 428 2.83 2.10 165 132 1.11 0.69 0.48 0.17 038 0.66 5.07 1.52 21 4.4 7.2 1 5.7 140 233 1.58 1.37 1.08 0.89 0.55 138 016 036 ' 097 1.05 1.34 27 4.3 "-r.8 3 t 3 1 11.4 5.72 3.77 2.79 2.10 1.79 1.49 0.91 061 0.21 047 1663 1.30 7.177 2.5 3.3 62 1 9.3 4.79 3.18 2.34 1.84 1.47 122 0.75 151 0.20 1646 1681 120 983 25 . 3.2 • 62 1 1.1 3.67 2.42 1.79 1.41 1.13 .0.95 0.58 0.40 0.20 ON 0.70 1.25 .81 25 5.2 02 1i 0.0 3.07 2.03 *40 7.76 - [1 0.86 080 0.49 0.32 1619 0.44 1679 1.24 •190 23 SI 5.3 1. 4.8 2.53 1:67 1.23 0.97 0.79 0.69 0.39 ' 0.26 079 • 0.44 0.79 7.24 162 2.5 1.1'"• 6.7 1} 3.7 1.92 127_ 0.94 0.73 0.58 0.47 027 0.17 0.19 0.44 0.80 5.27 7.84 26 50 0.0 The 1061.s are eaeelag• lar 10800 a UNI eMMMr6 within /1160 41661166726 on shirr dee et the veer 0009- 546 Ile. 1. • ENGINEERING JOURNAL 1 AMERICAN INSTITUTE OF STEEL CONSTRUCTION Y X Loading area EQUAL ANGLES MOMU L MOCK- WAS 4tOMK *82017 PaA 900T 7i1,1 O16T91SU►QO LOAM WPM / 4444 046LEC11014 041 29a141 m aw in i in lb 2 4 6 9 10 12 14 20 25 12.6 7.45 PP P P; P� P• ow Pta P- p� pn' PP PP r� r �g� a,: a� �a a aQ ak ak - - s Na / 2.31 1.93 1 ;0 p.1 ;5 ;5 55 ;1 Pi 53 53 !d 59 ! 3 3 .110 $a I 0.81 0.03 5 It 1 51.0 34.1 34.1 32.9 24.5 16.0 13.5 5.93 6.59 1.80 0.99 0.84 000 0.93 a 12 0.20 046 0.63 1.30 2.0 4.1 j. 43.0 289 26.9 252 21.8 142 12.0 7.95 5.96 0.02 000 031 0.11 020 0.411 0.61 2.29 2.0 3.53 1 389 20.3 20.3 20.3 19.0 12.4 10.5 634 5.06 022 1.25 2.8 0.00 303 0.10 `020 0.40 0.113 1.29 1.90 0.49 1 32.7 14.5 143 143 14.5-1 10.2 8.61 5.89 428 000 102 0.00 .0.19 045 0.61 1.26 2.96 1 29.3 937 9.57 937 9.87 822 896 4.60 3.44 11.2 8.58 1.71 am 002 am 0.25 0.49 0.41 1.27 2.0 2.00 1.48 11 48 - - 8.28 413 1.43 1.18 6 ■ 8 1 37.5 31.7 263 r... 17.8 13.1 3.47 7.12 1 4.80 3.35 } 8.4 0.01 0.07 0.16 0.26 0.63 146 1.75 2.1 1 33.1 252 233 152 123 739 6.38 4.13 100 3.02 0.89 0.74 00* 0.07 a16 020 463 0.3 1.74 2.7 2.44 1. 227 191 192 132 10.3 8,65 530 3.62 2.84 024 001 005 013 026 162 015 1.13 2.7 1 1 243 132 138 113 6,75 5.67 4,77 309 L14 0.04 0.14 1.29 0.01 0.06 411 0.27 Met 034 1.73 2.7 1.00 13 219 11.4 11.4 102 733 5.00 4.23 2.69 1.90 16 16 001 0.06 0.16 0.27. 060 an 1.72 17 1 19.5 9.20 520 920 0.92 4.40 327 2,44 2.74 8.0 3.41 2.18 001 0.011 416 017 0.60 067 1.70 3.7 0.24 1i 172 735 7.08 7.08 6.03 322 3.29 2.13 121 0.43 0.25 0.16 001 0.04 0.13 027 0.60 092 1.70 22 • 1 748 5.20 0.01 5.30 0.00 536 0.11 1 11.-.211- 036 , 3.40 0.60 2.88 092 1.85 121 131 2.6 5 • 5 1 23.6 10.4 14.1 9.37 6.91 445 3.72 2.37 1.68 0.01 040_ 419 033 0.78 1.02 2.1 13 1 19.9 13.3 12.1 738 531 321 3.19 2.03 1.45 0.01 020 0.19 033 0.79 212 21 2.3 f 10.1 8.82 822 6.58 4.88 3.13 223 1.87 1.19 001 0.07 019 037 0.74 161 2.1 32 . 123 5.26 5.28 4.89 332 223 1.98 1.24 5.87 0.01 0.06 GAO 032 0.72 1.06 21 23 . 11 10.4 3.75 3.75 3.75 338 1.90 1.64 1.04 0.71 0.01 106 416 012 473 LOD 11 12 OsIketiest mews 09 the Melt of the Imam Oro 32.96434 than tine 6E1a94ml Lora 404144 10 6h9 1542 54 019 b19ka/ 1k14 im b419d on /197 emeehv. 490 4r9 lam taw t1994nromthM flan• 1 Safe Load Tables for Laterally Unsupported Angles fiigh.Strasgth Steel -$2 ftsi yield stress NORMAL STRENGTH STEEL (36 ksi) BASED ON AS CAI 1968 Y 1 - Loading area X --x 440440,61 roger. 1411017 4014 Mt 913099 J FOOT mat 025 8151750 LOADS 110111 /945 DEFLECT:Om um 0241! 1N 8197 :n in ro 2 4 6 4 ID 12 14 20 23 4 0 4 f 15.7 12.6 7.45 PP P P; P� P• ow Pta P- p� pn' PP PP r� r �g� a,: a� �a a aQ ak ak - - s Na 2.31 1.93 1.19 0.81 0.03 010 094 1.29 226 4.2 1 12.7 8.53 8.17 1.92 1.80 0.99 0.84 0.02 0.20 0.93 2.27 25 4.1 1 9.7 5.08 4.78 1.46 1.21 0.75 0.49 0.02 0.20 0.9r 1.25 24 41 4 8.1 3.53 3.33 121 1.00 0.62 0.41 0.01 0.09 022 1.25 2.8 4.2 1 6.6 L39 2.39 0.99 0.83 0.49 033 001 0.07 022 1.26 2.8 41 r • 3} 4 if f 13.5 11.2 8.58 1.71 1.43 0.65 0.59 ' 003 0.12 2.00 1.48 11 48 } 11.0 8.28 413 1.43 1.18 0.71 5.42 063 0.12 1.07 1.47 3.0 43 } 8.4 4.95 3.61 1.11 0,92 5.54 0.35 0.02 027 1.07 Lae 10 4.7 7.1 3.48 3.02 0.89 0.74 0.43 039 002 0.12 1.06 2.44 2.9 4.5 1 5.7 2.35 2.39 0.73 0.81 0.37 024 0.01 0.22 2.06 1.44 10 4.9 3 It 3 1 11.4 7.98 395 1.19 0.98 0.57 0.35 0.04 0.14 1.29 1.75 15 27 1 9.3 8.87 3.31 1.00 0.82 0.48 0.30 004 0.24 1.27 1.73 16 16 1 7.1 4.80 2.59 0.79 0.85 0.38 0.23 0.07 014 2 2s 2.7? 3.9 15 11 8.0 3.41 2.18 038 034 0.30 0.19 002 0.24 1.24 2.79 15 SS i 42 2.30 1.74 032 0.43 0.25 0.16 0.02 0.13 1.21 2.89 13 11 1i 3.7 1.35 132 0.40 032 0.18 0.11 002 0.13 r 21 2.86 3.7 2.9 1714 rotors -v a1 A.15A ?9r 10104 49•048 339443331vaTetb, nails 1R Im1991 on 4it o. lid9 of 028 ales aware- tut fig, 1. DIAGONAL BRACE SCHEDULE MASK 1 SI7E REMARK; F64 6x6xi T.S. T66 ( ! 6x6 xi T.S. R3 T68 6x64 T.S. R4 T88 8x8x/ T.S. R5 1 ROOF BEAM SCHEDULE MARK R1 SIZE REMARKS W16x26 r- R2 W18x35 R3 W21x57 w f 6x6x 4 T.S. BELOW R4 W24x55 R5 W21x57 w /8x84 T.S. BELOW R6 W21 x44 R7 W24x68 R8 W21x57 (tc.14g._ JOB NAME SDC -52 300T w /walkway LOCATION .USTOMER PACKAGED CHILLER ENGINEER ARCHITECT CONTRACTOR Multistack Order Number Customer P.O. Number Sales Representative Craig Center Submitted by Quote # Approved by Craig Center / MO QMO031220083 Date: Total Number of Modules: Overall Helght(In): 77 13/16 CHILLED WATER DESIGN Master Module ASP-30A (MF) Slave Front ASP -30A (SF) Slave Front ASP -_A (SF) Slave Rear ASP -30A (SR) Slave Rear ASP -_A (SR) 1 4 0 5 0 Chilled Water: 20 % Propylene Glycol Entering Temperature Sj.Q F Leaving Temperature 4011 °F Now Rate 620.7 GPM Evaporator SP a Feet AMBIENT AIR TEMPERATURE Design: 9- ;0 ..F Low: 0_0 ''E' (Dimensions Do Not Include J- Boxes) Width: 72 6' Length; 1K a PART LOAD DATA wi ARI RELIEF v FULL LOAD CHILLER PERFORMANCE Cooling Capacity: 268.1 Tons Power Input 304.4 KW EF.R: 10.6 % Load KW /ton EER 100% 1.14 10.57 75% 0.81 14.75 50% 0.59 20.25 25% 0.54 2234 ti PI V = 0.68 17.54 ACCESSORY MODULES 180 Gallon Tank Module(*) AST -00T Glycol Feeder Module(s) ASP -00G Pump Modules) ASP -00P PI -NIP DESIGN Pump Size NIA How Rate Pump 2 Total Head N�1/ GPM hp Feet Q 2 Q Wet Weight: 21.750 lbs CHILLER FEATURES • Stainless Steel Evaporator • /.,cad Compressor Sequencing (24hrs) • Autr .natie Internal Rescheduling If Fault Occuxa • Automatic Logging Of Any Fault Condition • Electmnic Chilled Water Control • Multiple Independent Ref Systems • Quick Interconnect Modular Design • Aluminum FidCoppkz Tube Condenser Coils • Dual Condunser Fans Per Module Designed For Quid Operation • Pressure Controlled 1 140 RPM Fan Motors • Fitters In Evaporator Supply Ileaders • Stainless Steel Inlet Header • R407e. Refrigerant • Two Points of Pnner • 2 Lifting Frames, Bolt Together w/2" n a tkway • 2 Maerr anti w/ M . P.mur soy Swop Seers • Interoperability Web Portal Per Master - BACNet • Fail to Run Controls • 1st Yea: Labor War rarey • PPM per Module • External Walkway Header w /S&R lsovaives per M ELECTRICAL DATA MAIN POWER SUPPLY ELECTRICAL CIRCUIT(S) CAPACITY Minimum Circuit Ampacity (arms) Maximum Over Current Protection (MOP) 460/60 /3 FRONT CIRCUIT' Z2 *All chillers require completion of at least one of these columns. REAT CIRCUIT* FANS: 3.5 FLA per fan motor ASP -30A: 25 RLA per compressor " Compressor MA's are obtained at ARI Conditions M— Mastcz Griller Ivkrduio S Slave ('hiller Module P-Pump Module F Free root Module - Glycol Feeder Module Second Letter F- Front Module R Rear Module CHILLER LAYOUT SR SR SR SR SR ti I( 11 MF 11 11 SF SF IMPORTANT: To assure full equipment design performance, life and reliability, the MULTISTACK chiller must be piped in accordance with Installation Manual unless specifically authorized otherwise by I IULTlSTACK in writing. SDC -52 Bus C Chiller Submittal 3-25 -10 3/17 • CHILLER MODULES FRONT MODULE Front modules contain 4" water header distribution pipes and have a slave control board. A front module will bolt together with a rear module. ASP3O modules utilize 5" headers. One master module for each chiller is designated at the factory. This module contains the master controller with microprocessor display. SDC-52 Bus C Chiller Submittal 3-25-10 REAR MODULE Rear modules will be attached to front modules by vertical frame bolts. The evaporators are connected by crossover pipes connected to the front module headers. Rear modules contain a slave control board. 8/17 1 UNIT WILL SHIP IN TWO SEPARATE SKIDS 6-MODULE SKID WEIGHTS: 12,000 LBS DRY 12,750 LBS WET 4-MODULE SKID WEIGHTS: 8,500 LBS DRY 9,000 LBS WET ---------- ON '. o ‚a.o ASP-30A (SR) TOP VIEW ASP-30A (SR) ASP-30A (SR) ,e/ASP-30A (SR) reM Rai LW 24, IOW WIN a. MUMPS real QIPU ASP-30A (MF) ASP-30A (SF) ASP-30A (SF) ASP-30A (SF) ASP-30A (SF) SIDE VIEW gRONT VIEW .3/ — et NOTE: ALL DIMENSIONS ARE FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGE UPON FINAL DESIGN HEADER LOCATIONS TO BE DETERMINED ONCE JOB HAS BEEN DESIGNED 1 1 1 3 1 6 1 1- 7 7 1 1 1 SDC-52 Bus C Chiller Submittal 3-25-10 1 1 14 11 il ft i 1 SIDE VIEW gRONT VIEW .3/ — et NOTE: ALL DIMENSIONS ARE FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGE UPON FINAL DESIGN HEADER LOCATIONS TO BE DETERMINED ONCE JOB HAS BEEN DESIGNED 1 1 1 3 1 6 1 1- 7 7 1 1 1 SDC-52 Bus C Chiller Submittal 3-25-10 1 1 14 L1 ■1• .... . FOR CHILLER CONNECTION OETAO. SEE . ' CH-52D2 1. /-1 FuTURE r CH-S2C2 R 9 GE17.]17 jr7F )4) - :4911 rn 171 ■1 •I r_. TO; FOR OM POO MINI SEE Nt" co% 'Lc 464 'f 1 c31-1A-- E ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # 99/36C PROJECT 6869 WooDLAwN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 DATE _� SUBJECT SHEET t OF fVW BY /I�t 5.)5 Ltd ttom,: '0.Z% Szy�� -L w = v — + $ (014 .634 it-Le eetOr 15 L.- Lam/ ?Vg /Sr fl z ZvO- ' 0 5. ) L (3 0') Z • iT gt ,Alfrj 1, fr )36 PL,P '4 k a kr Z c.cg/8e} S 4S leftr't 1 T 1 1.4.1,_ , 5 8 6 > s`- - <o • Y3?-Ce•,C ,.y y 4 Fr K 36 L ® jr. J 2_ � $ f Ok -904 w ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS qq / 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522 -6698 PROJECT # ,/g /3( 0, PROJECT s4cy f Gaiii _ coc -,s - DATE /N ,/CW-7Z. 4_ot- SHEET_ 'f OF Aka By ,A1Cci SUBJECT a D,icr(zI) o/. s g(b )(7 • 'L s 4 mL #2 � w Ub 3.L.r a 9. 4 /c .S1 6 T; c 2.�. CL .) • r1Lr <J't'd k- filler (�.icz J '/4,,) 1 30� L "1,4%) ENGINFFP.S NORTHWEST INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 4 -16 -09 SEATTLE. WA. 98115 Property of Engineers Northwest. Inc., Seattle - Uso by others unlawful Job number 99136041.000 1 Job name !SABEY DATA CENTER - CENTRAL PLANT UPGRADE PHASE It ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Input Component Definition ASCE 7 -05 Table 13.6 -1 = ME -2) Wet -side HVAC, boilers, tumaces, atmospheric tanks and bins, chilie Table 13.6 -1 Category = }Mechanical and Electrical Components 1p = 1.5 :Sectia.► 13.1 3 Equipment weight = Wp = 1.2 kips Is equipment mounted on a roof or on ground ?- R input (R or G) SpectrL! acceleration = Sds = 0.938) Autcmaticly Input from tab "IBC EQ." Output apiR = 0.400 Tabe 13.6 -1 7'h = 1 0000 at roof level (Eq. 13.3 -2) Fpu= 1.6 *Sds`lp`Wp = 2.2512 *Wp Upper bound (Eq 13.3 -1) Fpu= 0.4 *ap *Sds'ip /Rp*(1 +2z/h)Wp = 0.fr 'Wp Calculated (Eq. 13.3 -3) Fpu= 0.3 *Sds *?p`Wp = 0.4221 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) r! QQV Htd Fpu desirr, = 0.6754 *W (U.S.D.) Fp design = 0.4728 *W (A.S.D.) Working ( 0.7 factor ) Fp design = 0.567 kips See footnotes below NOTE: 1.) Anchors In concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenon toad applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sen. 13.6.5.5) 3/26/2010 Elect Mech.Ccmponents Copy .,` ASCE ASC.:7 05: Filmic roof top ur'r to /6 WELL stoaf Tre iturCied406e11 Z OfreAtir )/ lkit'i 10"MEADER W/INA1ER 1642 Ib. 8l1EADER W/WAMER 300 Ib. if-READER W/WATER 427 Ib. /MEADER W/WA1ER 500 Ib. 8"NEAOER W/WA1ER 300 tb. B&G MODEL ¢JN -3 290 Ib. SPRINGS PER HOSKINS 4x4x P) FRAME WEIGHT 11199 )b. 4$ OF8c COMMIX ,Q(, - c Hos fC<°„ I A'5 Q /40i14( //IC. com. B&G MODEL %6x8x1.1 A LH ROTATION 1950 Ib. 6x64x I2"ARCLE 19.6 Ib. PER FOOT(lyp) B&C MODEL &H -3 290 Sabey SDC 52 pump skid CUT SCALE: 3/8" a 1. -0" OSobey SDC 52 pump skid PLAN SCALE: 1/2° d 1. -0" ENGINEERS - NORTHWEST, INC.P.S. 6869 \'+OODLAWN AVE_ N.E. (SUITE 205) SEAT ri L E. WA 98115 Property of Engineers Northwest, inc., Seattle - Use by others unlawful Job number 999136041.W 1 i Job name CENTRAL PLANT UPGRADE PHASE II SHEET__ \ 'IF L Rev. 4 -16 -09 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Vibration Ip = 1.5 Equipment weight = Wp = 21.8 Is equipment mounted on a roof or on ground ? R Spectral acceleration = Sds Input VI -1) Com nents and systems isolated using neoprene elements and neop Isolated Components and Syblema Section 13 1.3 kips input (R or G) Automaticly Input from tab "IBC EO." 4 (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) ap/Rp z/h = Fpu= 1.6`Sds•Ip*Wp = Fpu= 0.4 *ap'Sds'lp /Rp *(1 +2z!!h)Wp = Fpu= 0.3'Sds'ip'Wp = Equipment Lateral Load Anchorage force (WSD) Output 1.000 Table 13.6 -1 1 0000 at roof level 2 2512 *Wp Upper bound 1.6884 'Wp Calculated 0.4221 *Wp Lower bound Fpu design = 1.6884 'W (U. S.D.) Fp design = 1.1819 "W (A.S.D.) Worktna (0.7 factor) Fp design = 25.765 kips See footnotes below 2- 12 , NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASDILRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used tor tenion toad applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.8) 4.) Expansion anchors shall not be used for non vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect.Men` Components 3/26/2010 Copy of ASCE7 -05Selsm'r roof top uni'c ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 6869 WOODI.AWN AVE. N. E., #205, SEAriu , WA 98115 (206) 525 -7560 FAx (206) 522 --6698 PROJECT # _.S 13C Of! PROIl:Cr - e DATE 3 - 2 S -/ 0 Sum :Cr /401=- 7% C/' L OF Lc SHEET I Q) OF415 qi By 30' r t, v.ir, 22'' LA 00 1 -M CA-So !2 I1-I_. 3IF3 ____ _.__ __.. ( _ _ -_ ______,. OTri1 Z (2 2 S L) 2 5 g ; -le" g•333a'i 9 p, 5-, 3 P 7 9 (.0 ) rr . 4-, 7s' 4, G i ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 6869 WOODLAWN AYE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 i % 0 4-1 PROJECT g aG & Ctviek. f. r ufaot• i `< ..il DATE 3 - 2.4, -lJ SUBJECT SHEET Pi OF ►►'1d (4 W (o x fS Pf4.7E A re)/0 /d) _ r— 1._ a• cif y 3,r" r 42s b' L_044 Ai /s 2 - 9 %a )J OL- 1• Nb i : LJH' L E pw >~ 141 -7? rAc t S 2v D- J3A /6-)2 Ol4pff/r n ff • /8 /a K/ -z A. el-, %'='ate' P ,F BY 4,411 L CF(� C C 67: APD /7.4<cr 644/c.; dF /® 0000Z F�/s (.,jt = 2/,7,5 4O$ 22x 0� 1 cl"g'.' ��r175)(3a�� x 2,5411 c •�i �l {y.! ._, l8.'4' zt,"� fir t (f,' : er, B S w SA) wJ fitt, ( zJ ZOCcr M V`,qr cIL Lo o (6 '17'14) OW = 9()u) ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 6 5 13 G 0 4,( / PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, Wa 98115 (206) 525-1560 Fax (206) 522 -6698 SOC - S C W1L PcJr o 4c Pt/ DATE 3 -'LC -/ SUBJECT SHEET Olt BY ../ /ea* fas Lf (z. zs) 3 7 3 f < . Sr- 7 L'-.; 11-) .L (3c) USF S" s ,`f'? r 7 (rL) •6(46) 434 %43 3,391 .%I' .S.buoY- 0. i5 • :1 (1 25.5 su c • 4/ : (o,; A .-ft Jr� 6_ ? ,<i0' ) Q 1 iTt USE P//°e. Ai,.i 23 -7 J Company : Engineers Northwest. tnc , PS Designer : DML Job Number : 99136041 SDC-5 Central Plant PHASE II Mar 26. 2010 I-1 /Wii) 1:53 PM Checked By: Global !Display sections for Member Calcs '26 Max Internal Sections for Member CMGs -139 Include Shear Deformation ; Yes Include Warping •1. No Area Load Mesh (inA2) 1144 IMerve Tolerance (in) .... i -i !P-Delta Analysis Tolerance ... . 10 50% •Vertical Axis ; Y ;Hot Rolled Steel Code . !MSC : ASD 13th :Cold Formed Steel Code AISI 01: ASD . _ _ rWoocl Code _ 'I4 Kb-ggeis:---ASti Mood Temperature ' < 100F . — Concrete Code i AC l 2005 asonry Code MSJC 05118C 06 ASD _J __ __.... . 'Number of Shear Regions ' 4 ;Region Spacing Increment (in) 4 . . .. 'diaxial Column Method Exact Integration Parrne Beta Fatter (PCA) 65 . . T ;Concrete Stress Block ; Rectangular I Use Cracked Sections Yes ;Bad Framing Warnings No ;Unused Force Warnings Yes Joint Coordinates and Tem • - 1 2 Label Ni N2 Member Prima Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules ROOF BEAM I Beam ;Wide Flange!A572 Gr.501 Typical ratures X [ft] 0 30 ataA rg-rts7- t...le3y s- RA mail. athrei c xitv-s 2 11:47 i.pht Awg- 5/-"Ic/vg Y [ft) 0 0 Z [ft] 0 0 Temp [F] nf7tPr-il From Dap.. 0 0 1 ; M1 I Ni N2 Hot Rolled Steel Section Sets Label _ Shape Type Design List Material Design Rules _ _pprg) !yy Tina] _ final J 11n41 1 !ROOF BEAM W18X35 Ram !tiltide FlangdA572 Gr 50 Typical I 10.3 15.3 510 ; .51 1 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu , Them, (11E5 F) Density[kfttA31 Yiekl[ksi] 1 4 I A36 Gr.36 I 29000 11154 .3 i .65 L .49 _ ; ; . 36 2 : A572.Gt.50 29000 11154 3 65 49 3 I , 11154 .3 I A992 I 29000 I .65 , I .49 50 , ; 1 4 I A500 Gr.42. 29000. 11154 1 •...3 . • :65 - I , .,49. 42 5 : A500 Gr.46 : 29000 1 11154 1 .3 I 65 ' 49 ' 46 RISA-3D Version 8.1.0 P:1....1...1...lcalcs1exist roof bm w chiller.r3d] Page 6 Company : Engineers Northwest, Inc., PS Mar 28 2010 Designer : DML 1:53 PM Job Number : 99136041 SDC -5 Central Plant PHASE 0 Checked By: Hot Roiled Steel Design Parameters Labe_I Shape Length .. _ Lbyy[ftl Lbzzjft] Lcornp to_.. Lcomp bo... Kyy Kzz Cm- yy_Crn -72 Cb , y_swayz sway_Function M1 IROOF B..., 30 ; i 1 2 ! I 1 I 1 i i Lateral , Joint Boundary Conditions I....1 ....2 .i Joint Label N1 N2 Basic Load Cases X [kin] Y (klnj Z fkliinl X Rotjk- ft/rad] Y Rot.[k- ft/radl, Z Rotk- ft/rad)_ Footing Reaction 1 Reaction 1 Reaction ( Reaction 1 Reaction ( Reaction Reaction BLC Description Category X Gravity Y G r a v i t y Z Gravity _ Point Distributed A r e a (Me... Surface L ._ , 1 DL None 1 1 -1 1 1 1 I 1 I 2 SNOW Ncuw 4 � 3 MECH 1 None 4 4 1 SEISMIC I None 8 5 __seis otm forces None 1 i I_ 4 i Member Distributed Loads (BLC 1 : DL) Member Label t)irrction Start Magnihrde[kfR .End Megnihrdejk/flyd_,_ Start Locativn[ft,%1 ._ End Lor tiuntft 96] ;_1 I M1 ( Y -.24 ( . -.24_ 0 1. 0 Member Distributed Loads (BLC 2 : SNOW) Member Label Direction Start Magrirtide[k/ft,... End Magnitude[k/ft,d... Start Location[ft, %) End Location[ft %) 1 1 M1 1 Y i -.2 ( -.2 I - - a--- -- - --_1 4.514 2 ( M1 1 Y • -2 -.2 13 17 3 1— f M1 Y j -.2 -.2 ( 25.417 ( 0 1 Member Point Loads (BLC 2 : SNO W) Member Label 1 1 M1 2 ` M1 3 M1 _ 4. M1 Member Point Loads (BLC 3 : MECH) Direction, _ _. Magnitudejk.k -ft1 Y j -.85 Y -.85 Y ; -.85 -o5 Location[ft, %1 __ -_- 4.583 13 17 2L J.41 f 7 Member Label _ Direction — Magnitudejk,k -ft] 1 I M1 1 Y -2.94 2 Rli1 Y -2.94 3 M1 i Y I -2.94 1 4 1 M1 Y -2.94 Member Point Loads (BLC 4 : SEISMIC) nrationjft %1 4.583 I . 17 25.417 1 Member Label Direction Magnitude{ k k ft1 Location[ft,%I 1 . MI j X i 3.47 4.583 2 M1 X 3.47 13 3 M1 ; X ; 3.47 1 17 RISA -3D Version 8.1.0 (Q:l...l...l...lcalcslexist roof bm w chiller.r3d1 Paae 7 Company : Engineers Northwest Inc., PS Designer . DML Job Number : 99136041 SOC-5 Central Plant PHASE II Mar 26. 2010 ci.itlfe, 1:53 PM 1. Checked By Member Point Loads (BLC 4 : SEISMIC) (Continued) Member Label Mi M1 M1 M*1 M1 Direction Mconitude[ic, k-ft] X 3.47 MZ _ _ 7.81 7.81 M. 7.81 M2 Member Point Loads LC 5: seis otm forces 1 Locationfft,%] 25417 4,583 _ 13 17 25.417 2 3 4 Member Label M1 M1 M1 M1 Load Combinations Direction 1 Maonituderk,k-fti Loca1ionfft,%1 4.75 1 4.583 4 75 13 4.75 r 17 -4 75 i 25.417 Description Solve PD... SRSS BLC Factor BLC Factor BLC Factor BLC Facto BLC Factor BLC Factor BLC Factor BLC Factor • 1 ;DL+SNOW+,.iYeS 1 Y ■ 1 1 i 1 ! 2 ! 1 1 3 1 1 1 1 .1 1 1 2 PL+.75SN+... ;Yes 1 Y 1 i 1 1 1 1 2 L.75 3 1 • 4 .75 , 5 , .75 3 DL+MECH+..:Yes Y , , 1 , 1 ; ; , 2 ' 4 1, 1 1 5 1 1 ! I I . 4 idl+rnech-seislYes Y 1 1 - 1 3 1 4 1 , 5 -1 • , 5 _icfl+5sn-seislYesi Y _1 [ 1 . 1 _1 2 1.75 3 : 1 j 4 1 .75 1 5 1-.75 1 1. Envelope AISC 13th ASD Steel Code Checks Member Shape Code Check Look. LC Shear..1pci..DirLC PnVom...Mnyy/o..,Mriz z/o...Cb Eon_ _1 7 . LW18X351 .643 112.6.T-:158T 0 "ly :5157-i.74-1.368.38i' 20.11 165.918111H1-1b1 Envelo • - Member Section Deflections Member Sec x [il LC _ y rinl LC z[in] LC x Rotate fr... LC (n) Uy Ratio LC (n) Uz Ratio LC . 1 1 M1 1 1 'maxi 0 1 1 1 0 1 1 0 1 1 0 1 1 1 NC 1 1 NC 1. 1 ,_ 2 _ . .___ _ ,min ` 0 _ . _ .14 10 1 0 : 1 0 1 N.0 • 1 . NC. . I 3 1 2 max1 0 1 3 1 -2 1 3 0 i 1 0 , 1 12530.5881 3 1 NC 1 4 1 . , min. 0 1 -.187 1 0 1 0 .11 1920.365. 1 NC • 1. 5 i I 3 `maxi 0 I 3' -.281 .11 3 0 j 1 0 1.11282.141' 3 NC ! 1 min 0 1 -.369 1 0 ; 1 0 1 975.224 ' I NC . li 7 , 4 imax.1 .001 1 3 i -.412 13 0 1 1 i 0 1 1 1 873.747 3 NC " 4 1_ I-77' min „ . 1 • 54 1 0 1 Q 1 667 187 . . NC 1 I. 5 Imax. .002 .1 3 1 -.534 13 0 .1. 1 . 0 1.1 1674.45_ ._i 3J NC _ ±L1 10 1 m , in 0 i . -.694 1 0 1 1 0 i . 518.721 1 NC 1 1 11 i 6 1max .002 ' 3 ! -.643 ! 3 1 0 1 1 1 0 1 1 1 559.804 1 3 NC 1 1 12 1 .min 0 1 -.829 1 0 . 1 0 1 434.201 1 NC 1 1 13 1 7 __pax! .003 1 3 1 -.736 1 3 1 0 1 1 1 0 1 1 1 489.024 1 3 NC ! 1 114 - ,min 0 17.942 1 0 ' 1 . 0 1 38_2 191 1 NC 1 _ 154 8 1max1. .003 1 3 1 -.809 L3 1 _ 0 1 1_1 0 1 1 _L444.764 .3 NC 16 'min : 0 1 103 1 0 1 0 ' 1 • 349.593 1 NC • 1 , 17 ( , 9 !maxi .004 1 31 -.859 1 3 1 0 1 1 0 1 1 418.865 3 1 NC 11 L min 0 1 -1.09 , 1 0 1 0 1 330.25 1 _NC i 1_ 19 i 1 10 .max .004 3 1 -.884 ; 3 1 0 1 11 0 1 1 1 407.218 3 1 NC ' 1 z0 ; i . min 0 1 -1.121 . 1 , 0 i , 0 'i 321.234 i NC • 1 _ 21 j,.. , 11 :pax, .004 31 -.882 1 4 1 0 1 1 i. ..1_ 1 I 42,8.114 , 4 _,_ NC _1_1 RISA-3D Version 8.1.0 [Q:\...\...1...talcs\exist roof bm w chiller.r3d) Page 8 • Company : Engineers Nn-t' west. Inc.. PS Designer : DIAL Job Number : 99136041 SOC -5 Centrzl Plant PHASE II Mar 26, 2010 ri-14 pia .! 1:53 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec , LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) h z Ratio LC 22 1 ' ,min! x Cl 0 1 -1.121 . 1 0 . 1. 0 1 1321.2311 1 I NC 11 1 23 1 12,maq .005 3 -.853 1 4 1 0 : 1 0 ' 1 1 421.898 1 4 1 NC 1 1! j 24 1 , min l 0 • "1':. - -1 04...1 4 0 • 1 0' .. _ ..1...1.330:239 ' 1 • . NC t 1 1 '7 25 ! 13 maxi .005 3 -.801 4 1 . 0 1 1 1 0 1 1 `449.563.4 NC ! 1 26 1 1 min; 0. 1 -1.03 1 1 0 1 0 1 1 349.572 11 NC 1 1 27 1 j 14 l_max1 .006 3 -.727 -4 ! 0 1 1 4 0 1 1 1.495.04 4.1 . NC _ 1 1 28 ' min; 0 1 -.942 1• 0 1 0 1 382.159 1 NC _1 1 29 f 1 15 maxi .006 3 -.635 4' 0 1 1 1 0 1 1 1 566.905 1 4 1 NC • 1 1 30 I i min: o a -.829 1 0 :4-1: 0 L 1 . 4 3 4 . 1 5 4 1 - : : NC ......_i 1 31 L 16 max _007 3 -.527 4i 0 1 1 t 0 1 1; 683.311_ .4 1 NC 1 : 32 i min 0 , 1 -.694 1 0 1 0 1 518.653 1 NC 11 1 11_13_ ; 17 max, .007 1 3 L -.406 j 4 1 0 1 1_1 0 1 1 1 887.783 1 4 i NC 1 1 34 i rni;Y 0 1. : -.54 1 0 1. 0 1 687_084 1 NC. i 35 _ 1 1 18 I max I .007 1 3 1 -.275 1 4 1 0 1 1 1 0 1 1 ;1309.778: 4 NC , 1 1 36 1 . _1 min 0 1 -.369 1 0 , _1.: _ 0___ ! 1 , 975.058 1 _.__ _ NC 1 J 37 ' 19 max .008 13 ! -.139 1 4 ' 0 ' 1 ' 0 ' 1 1 2593.32 1 4 ! NC ! 1 38 min •• 'O. i 1 -.187 1 0 : 1 0 11 11920.022! 1 1 NC 1 1 39 1 20 pax' .008 j 3 1 0 1 1 i 0 1 1 i 0 11 1 NC j 1 1 NC i 1 40 : 1 1rnin! 0 1 0 1 0 1 0 . 1 , NC 1 NC 1 Envelope Joint Reactions Joint X [k] LC . Y [k] LC Z [k] LC MX [k -ft] LC MY [k -ft] LC MZ [k -ft] , LC 1 1 ! N1 !maxi 0 ;1 1 15.039 ;5 I 0 11 ! 0 11 ! 0 11 1 0 I1 , 2 mini -13.88 1 3 1. 6 382 ' 3 0 1 0 1 0 , n i 3 N2 1 max 0 11 . 13.485 1 2 0 1 1 0 : 1 1 0 i 1 1 0 1 1, 4 imin i 0 . 1. 6.299 ':1 4.1 0 1...1..... 0 1 i 0 1 0 1 5 Totals: ,maxi 0 : 1 26.031 ; 1 0 ; 1 , 1 1 ! 6 • min 1 -13.88 . 3 20.011 ; 4 0 1 1 Envelope Member Section Forces Member Sec Axial[k] LC y Shear[k] . LC z Shaar[k] LC Torque[k -ft] LC v -v Monier+ .: LC z -z MevrmPn LC 1 1 M1 1 !max, 0 1 1 15.039 1 5 . 0 1 1 1 0 1 1 1 0 1 1 1 0 ,1 2 1 min 1 -13 88 3 8 382 3 0 1 0 10 1 0 1 3._ __ __ -- _ _2 _ lmaxl 0 1 1 ( 14.368 J 5 1 0 ! 1 1 0 .1- 1 0. 1 1 1- 12.892 1.3 • •4 _ Amin 1 -13.88 ; 3 ; 7.947 3 0 1 0 1 _ __0__ - 1 _ - 23.217 _ LI _5 3 ;max' 0 1 1 1 13.697 15 0 1 1 1 0 _1.1 ! 0 _ 1:- 25.097 3! r 6 _j _ I min . -13.88 � 3 7.513 3 0_ __1 0 : 1 0 1 - 45.374 5 i 1 1 ; 4 !maxi 0 1 .1 I 9.046, j 2 0 1 1! 0 i 1 '_ 0 ; 1 - 29.085 i 3 8 .. mint -10.41 • 3 T 4 719 ' a 0 1' 0 1 1 0 1 1 -59 521 5 • 9 ; 5 1max1 0 -1.1.1 8.612 1 2 i. 0 1 1 1 0 1 1; Q ? 1 - 42.778] 3 1 10 : HMI , -10.41 ? 4.285 : 4 0 1 0 ' i 0 1 i 1- 68.524.1 5. ' 11 ' ' 6 'max: 0 1 I 8.178 1 2 0.. . 1 1 0 1.1 0 ' 1 ;- 55.784 ' 3 1 12 1 1 !mini - 10.41. 3 1 3.851 1 4 0 1 .1 0 ' 1 1 0 ..... 1 1- 76.842 1 5 [ 13 7 _max 0 1 1 7.744 1 2 0 1 1 0 J. 1 0 ; 1 .1._-68.105 1 3 1 14 __ j ' min ? -10.41 3 417 4 0 1 0 1 0_ 1 _I_- 85.866 1 t. 15 � Y 8_ max. 0 1 1 1 7.309. _1..2 0. 1 1 1 0 1 1. • 0 ., 1:- 77.198 ' 4_ 16 ;nit -10.41 2 082 4 0 U 1 1 94 542 1 17 9! max' 0 1 1 1 6.875 1 2 0 1 1...1 1 1' 0 ' 1 i- 81.564. 4' ' 18 ; __ _.min. , . -10.41 3 2.548 4 0 1 . 0 1__1 _ 0 1 -1 04 525 : 2 19 ; 10 !max: 0 ..; 1 . 3.924._ _1_4 _. _ 0 1 1 1 .0 1 1 j 0 1 , - 79.626 , 4 I RtSA -3D Version 8.1.0 [Q:1...\... \...\calcs\exist roof bm w chiller.r3d] Page 9 Company : Engineers Northwest, Inc., PS Designer : DML Job Number : 99136041 SDC-5 Central Plant PHASE II Mar 26, 2010 'L '' 1:53 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear(kj LC z Shear(kj .. LC Tcraue[k -ft] LC y -y Momen... LC z -z Momen... LC 20 1 min; -6:94 3 1 -1.407 1 3 0 1 0 • i 1 l 0 ! 1 I- 105.1031 1 1 121 1 , -11 I max 1 0 t4.1 ,1 3.489 1 4' 0 1 IF 0 11 1 0 1; -81.27 3 22 1 :min -6.94 13 -1.841 : 3 0 . 1 0 1 1 0 1 1- 105.107 i-_j 23 12'maxII 0 1 1 -.465 _ 13 . 0 1 1 0 1 0 11 1- 70.877 i 3 24 I , min I_ -3 47 : 3 -5.31 5! 0 _1 1 0 11; 0 ' 1 -102.5431 1' 1 25 ! 13 ! max 1 0 4 1 ; -.9 i 3 1. __ 0 _ -1 -1 I 0. To 1 4 ., I I - 69.799 T3 26 _ __ _�_ i min 1 -3.47 f 3 -5744 5 0 1 0 1 0 1 - 94.559 1 127 ! 14 !max: 0 i 1 I -1.334 1 3 0 ! 1 0 1 1 0 1 1!- 63.994 ' 4' 28 , 1 ! m i n 1 -3.47 1 3 1 -6.178 5 ' .0 1 1 0 _1 -1 1 0 1 1 -85.889_1 1 I 29 ' 1.15 max 0 1;- 1.768 4 3 0 1 J- 0 1 1 0 i 1 1- 54.962 4 ' 30 : 1 min! -3 47 1 3 -6 613 5 i 0 1 0 1 0 1 -76 534 1 1 31 16 max' 0 1 1 -2.203 1 3.i 0 1 1 1 0 ' 1 0 J 1 j -45.244 4 -,. min -3 47 3 -7 047 5 0 1 0 1 0 1 -70 401 2 1 33 1 1 17 ' maxi 0 1; -2.637 1 3 I 0 1 1 1 0 1 1 0 i 1 -34.84 4 34 -- - - - -j min -3.47 3 -7.481 5. 0 • 1 ,_ 0 . 1. 0 1 - 63.869 2 35 ' 18 `max; 0 ' 1! -5 431 ! 4 0 1 1 1 0 1 1. 0 1 -18.52 ' 4 E 36 L_ 1 'min' 0 1 1 - 12.142.2 Q _. _ 7-1 a 1 a 1 -_ 40.464 t. 37 1 119 .max 1 0 1, -5.865 f 4 I 0 1 1 I 0 1 1 1 0 + 1 1 -9.603 4 I ■ 38 ,min ! 0 1 - 12.813 2 0 1 0 1 0 1 -20 762 2 39 i 20 lmax' 0 1 1 1 -6.299 1 4 0 ' 1' 0 , Li 0 ! 1 1 0 , 1 40 , j min ; 0 1 -13.485 2 0 1 0 •i 0 i 0 RISA -3D Version 8.1.0 fQ:1.,.1...1...lcaicslexist roof bm w chiller.r3d] Page 10 ENGINEERS- NORTHWEST, INC.P.S. SHFFT _ OF 6869 WOODLAWN AVE. N.E. (SUITF 205) Rev. 4 -16 -09 SEATTI E. WA. 98115 Property of Engineers Nortinvest Inc., Seattle - Use by others unlawful Job number `[[ 99136041.000 Job name ESABEY DATA CENTER - CENTRAL PLANT UPGRADE PHASE II 1 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = 1.5 Section 13 1 3 Equipment weight = Wp = 12 kips is equipment mounted on a roof or on ground ? R Input (R or G) Spectral acceleration = Sds = 0.938 Automaticiy Input from tab "IBC EQ." In•ut ME -2) Wet -side Mechat ical HVAC, boilers, and Electrical furnaces, atmospheric tanks and bins, chille Components (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Output ap!Rp = 1400 Table 13.6 -1 7/h = 1 0000 at roof level Fpu= 1.6 *Sds *Ip*Wp = 2.2512 'Wp Upper bound Fpu= 0.4'ap *Sds *ip /Rp *(1 +2z/h)Wp = 0.6754 'Wp Calculated Fpu= 0 3'Sds'Ip'Wp = 0.4221 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.E S4 *W (U.S.D ) Fp design = 0 4728 'W (A.S.D.) Working (0.7 factor ) Fp design = 5.673 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASDILRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenlon load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non-vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect Mech.Ccrriponents 3/26/2010 Copy of ASCE7•05Seis'nuc roof top unit.: ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 Cg l r 1c� N DATE SHEET 3 - Z \O j F PROJECT # PROJECT DC ,c---, /709,1 s!^% SUBJECT BY 2 PeAts 2. - J-I-3 /OA ftiebOtn. 3 "/'/t ✓t. 5`. ite004 in /SC, 4 z ( /9 So) i J 3 9 Ov Lb /500 • 3-60 /442 ▪ GOO fd z 5-00 13 ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS x^6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522 -6698 PROJECT # 1 13% . PROJECT J DG-- 5 Z DATE _ SUBJECT (t t ' ft(JV1Z SHEET OF BY Drn l_ L, i 13 C6 w 33 Ktts (E) W Z 4-X(0 e tit X -covr; 2449,;(a 6 -5 5 AHU-2A P{All YAR t 5~ PPM Or OTTOSS OW Sala t trooSS piar cow mu tats MOMS II -- 14.ftittuw t ttli' ROL an =act *maim turan IT Salle( t>a t? u.' OP TO 2j WPM WRNS MO WM= It MOM DUI =MI6 A sus Stow( let MACO t ONLY RCM. Owl & OIOOIw OTONE=011 LOCATION TO OE =mum KO SEC k a COTS LIMO ILO =Una MN WWI Wit /t'aonr NIA aq gptr[tosrawas,. vq wpa itpo p»• v p "•SEE NOTES SECTION Innovent Ab Handling Equipment ENGINEER( DESCRIPTION: lfi DRAWING SABEY TUK 5 DATA CENTER Fl AMEt jbATE: AHU -IA 03/20/08 TAO (/ AHV -2A. AHU -2B MOD L E—CAHU-1B/SP — 115000 — FC/CW/DM/VS— 1 —G dr 74111 ;I Ili rs—, 5~ PPM Or OTTOSS OW Sala t trooSS piar cow mu tats MOMS II -- 14.ftittuw t ttli' ROL an =act *maim turan IT Salle( t>a t? u.' OP TO 2j WPM WRNS MO WM= It MOM DUI =MI6 A sus Stow( let MACO t ONLY RCM. Owl & OIOOIw OTONE=011 LOCATION TO OE =mum KO SEC k a COTS LIMO ILO =Una MN WWI Wit /t'aonr NIA aq gptr[tosrawas,. vq wpa itpo p»• v p "•SEE NOTES SECTION Innovent Ab Handling Equipment ENGINEER( DESCRIPTION: lfi DRAWING SABEY TUK 5 DATA CENTER Fl AMEt jbATE: AHU -IA 03/20/08 TAO (/ AHV -2A. AHU -2B MOD L E—CAHU-1B/SP — 115000 — FC/CW/DM/VS— 1 —G r 2� PLAN VIEW OUTSIDC 1 Ae lr N 12- 11 1/t I 3 . i t a i t P J t 1 0 11 0. • V d *2 W M �— Sr 1/2 �� 117 1/2 / SECTtOt1 A S[LOON 0 S4,I0N C 2 FACTORY SPLIT FACTORY SPLIT W 1 I/4• DEC MAN (IMP. OF 2) (0) 1 1 /I12MZATICIW DAN (NP. Or 2) (C) 3/4` MAKEUP WATER (TYP. OF 2) ***SCE NOTES SECTION A MOO VIM 110 SECTION 8 FACTORY SPLIT � +r COMPONENTS: 1. COIL CONDENSATE DRAIN 1 4' IAPT, TYP. OF 4 PER SIDE) 2. OUTSIDE AIR RIMPER (IMP. 01 �2) 3. 4'. 40% MIXED NR PRE–ALTER FRONT ACCESS. TYP. OF 2) 4. iY. 8SR MEMO NR FINAL FILTER (PROM ACCESS. TIP. OF 2) 5, paRLED WATER COIL (TIYSRp OF 8) 8. DIRECT EVAPORATIVE ODOUNG S CDON (TYP. OF 4) 7. SUPPLY BLOWER TOR ASSEMBLY (TYP. OF 2) 8. RETURN AIR (IMP. OF 2) 9. SUPPLY FAN VFOs (TYP OF 2) 10.) BYPASS DUCT INLET (lSP OF 2) 11.) BYPASS DUCT OUTLET WITH SHUTOFF CAMPERS (TYP OF 2) 12.)- 13.) — 14.) MOTOR REMOVAL/1 -8EW LIFT RAIL 6 � 15.) ELECTRICAL PANEL/DSCONNECT 18.) OR SERVICE OUTLET (TM OF 3) /UlE SWITCH (TYP OF 1) a 17.) SE Q 4e)epo L5 NOTES, BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT IACATION5 & SIZES SHOWN ARE PREUMINARY ONLY ACTUAL DRAM A OVERFLOW CONNECTION LOCATIONS TO 85 DETERMINED FOR DEC & CV/ CO UFHNG WO LOCATIONS NOT SHOWN DIj DMV1 , 11 ' 1 1iii A. _ 1 11 11 j Tit t }i tt II ,. H .0 Jr�t� ' a S 1 1i J t �r [ 1 - h ppI / ,o 1 1 J J , a` Tr J _ / 11 t i 111 / jJ Fti u �� i `�� 1 r- -- a � 1 a t ..43 t 11 -+1- -w - r t:� .= !~. I 1 144 A2 wLwY AM 0177 r IV 2� PLAN VIEW OUTSIDC 1 Ae lr N 12- 11 1/t I 3 . i t a i t P J t 1 0 11 0. • V d *2 W M �— Sr 1/2 �� 117 1/2 / SECTtOt1 A S[LOON 0 S4,I0N C 2 FACTORY SPLIT FACTORY SPLIT W 1 I/4• DEC MAN (IMP. OF 2) (0) 1 1 /I12MZATICIW DAN (NP. Or 2) (C) 3/4` MAKEUP WATER (TYP. OF 2) ***SCE NOTES SECTION A MOO VIM 110 SECTION 8 FACTORY SPLIT � +r COMPONENTS: 1. COIL CONDENSATE DRAIN 1 4' IAPT, TYP. OF 4 PER SIDE) 2. OUTSIDE AIR RIMPER (IMP. 01 �2) 3. 4'. 40% MIXED NR PRE–ALTER FRONT ACCESS. TYP. OF 2) 4. iY. 8SR MEMO NR FINAL FILTER (PROM ACCESS. TIP. OF 2) 5, paRLED WATER COIL (TIYSRp OF 8) 8. DIRECT EVAPORATIVE ODOUNG S CDON (TYP. OF 4) 7. SUPPLY BLOWER TOR ASSEMBLY (TYP. OF 2) 8. RETURN AIR (IMP. OF 2) 9. SUPPLY FAN VFOs (TYP OF 2) 10.) BYPASS DUCT INLET (lSP OF 2) 11.) BYPASS DUCT OUTLET WITH SHUTOFF CAMPERS (TYP OF 2) 12.)- 13.) — 14.) MOTOR REMOVAL/1 -8EW LIFT RAIL 6 � 15.) ELECTRICAL PANEL/DSCONNECT 18.) OR SERVICE OUTLET (TM OF 3) /UlE SWITCH (TYP OF 1) a 17.) SE Q 4e)epo L5 NOTES, BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT IACATION5 & SIZES SHOWN ARE PREUMINARY ONLY ACTUAL DRAM A OVERFLOW CONNECTION LOCATIONS TO 85 DETERMINED FOR DEC & CV/ CO UFHNG WO LOCATIONS NOT SHOWN RIGHT END VIEW 143 `r L D ) nnovent A l r Ha n d l in g Equipment ENGINEER: M. ENNENGA DESCRIPTION: UNIT DRAWING DRAWN BY: MAE PR OJE CT: SABEY TUK 5 DATA CENTER JOB # 208082 FILE NAME: AHU -1A TAG # AHU -1A REV #: DATE: 03/20/08 MODEL # E— CAHU -1 B /SP -1 15000— FC /CW /DM /VS -1 —G DIj DMV1 [1..T1 .0 .....„.......„ „:„ f' ,1 /I1 i1 SJJ [ 1 RIGHT END VIEW 143 `r L D ) nnovent A l r Ha n d l in g Equipment ENGINEER: M. ENNENGA DESCRIPTION: UNIT DRAWING DRAWN BY: MAE PR OJE CT: SABEY TUK 5 DATA CENTER JOB # 208082 FILE NAME: AHU -1A TAG # AHU -1A REV #: DATE: 03/20/08 MODEL # E— CAHU -1 B /SP -1 15000— FC /CW /DM /VS -1 —G ■ CCNG0:7ISM2 DIWtM 1 r' 20.2. TP. OF 4 PER Ski e�o>4v sks4-2141ER �rie,P 2) SIRS RY AR i . �� Or 2) • 0 SUPPXY FM =a (YYP OF 2) 10. BYPASS WC[ OUT (FM OF 2) 114 BYPASS 000'f OUOLF Nom BNUTOFF 040PER8 OP OF 2) ta) -- 16)Y01Sft ROMMA/1- 00= WT RM. 1 • ELECMICAL P MC SIBYOH (nP of t) OF AS Y TTIS OF g 1) NINON toms 11NC1800 150D WITCO A 111.814.L20 OOCr LOCUMS a tN»S 11WONN ARE P OLNINARr W0 POR0. 5 e OYERFI.CW CONNECTION 1.00411010 10 02 11211211040 FOR OEO 1t 02 005.5 LIMO) WO 1OQA5R1Ns rw1 SHOWN 7"' ENGINEER, ESCRIPTUON: 53 1� VW MC ORIY, (W. OF 1) Sd +N' 1F11IUr, tP. OF 2, "•SEE NOTES SECTION Innovent Alf Handling EquIpinsnI SABEY TUK 5 DATA C it R TAG .• DA 1 p. ANU -TA 03/20/05 E- CAHU -1 B /SP- 115000 -FC /CW /DM/VS -1 -G fit? i {" , / 4 t if 1 - l c ► �-+ � #► I, . * into �- �.. a ..... 4 IIL:irF1i pi 1 CCNG0:7ISM2 DIWtM 1 r' 20.2. TP. OF 4 PER Ski e�o>4v sks4-2141ER �rie,P 2) SIRS RY AR i . �� Or 2) • 0 SUPPXY FM =a (YYP OF 2) 10. BYPASS WC[ OUT (FM OF 2) 114 BYPASS 000'f OUOLF Nom BNUTOFF 040PER8 OP OF 2) ta) -- 16)Y01Sft ROMMA/1- 00= WT RM. 1 • ELECMICAL P MC SIBYOH (nP of t) OF AS Y TTIS OF g 1) NINON toms 11NC1800 150D WITCO A 111.814.L20 OOCr LOCUMS a tN»S 11WONN ARE P OLNINARr W0 POR0. 5 e OYERFI.CW CONNECTION 1.00411010 10 02 11211211040 FOR OEO 1t 02 005.5 LIMO) WO 1OQA5R1Ns rw1 SHOWN 7"' ENGINEER, ESCRIPTUON: 53 1� VW MC ORIY, (W. OF 1) Sd +N' 1F11IUr, tP. OF 2, "•SEE NOTES SECTION Innovent Alf Handling EquIpinsnI SABEY TUK 5 DATA C it R TAG .• DA 1 p. ANU -TA 03/20/05 E- CAHU -1 B /SP- 115000 -FC /CW /DM/VS -1 -G A a ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS : 4,1 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT # 9� 0 6 , PROJECT S ! �,jS� �, l DATE _ � /_� SUBJECT A1-10- j, Q) 3 ' I fii. SHEET OF 04014_ t J 1. 3 Of rm jJr G°' Oc. — gS Air 4) aio-u W/G PI; E s' 5 ~, 7 2. O 5L 2. 2 • & p oiwT wiepj BY Doti v < 99 fee S .067/6.. GJ (30(24) F : 9.23— o) .5-6 O P,= (te-) �i '' .54 as-) ' 673 r3 -c 4 ,.( P4 7 ,,l (c) 3 A ft- P3 /' i/ zo. ti 5 )L1 4 9.2,s- ,- 7-.r 7'4 �. 4U 3u e 5 , cgra. a I Sf. Title:' - .. Dsgnr. Description : Scope: Job# Dater 6:16PM, 8 MAY 08 r Rev. 580001 Use KW-06068s8, Ver 5.8.0,1`aeo-2003 (c 19832009 ENERCALC - . meaning Software Description Composite Steel Beam typical floor joist for SDC - 52 third floor [Design Input Section Name Beam Span Beam Spacing Slab Thicess Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location Page 1 Nag1.ecNr.Celculaticns W18X35 30.000 ft 9.250 ft 6.500 In 2.000 in 12.000 in 5.000 in Perpendicular Slab Both Sides Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc Concrete Density Stud Diameter 52.00 list 3,000.00 psi 145.00 pcf 0.750 In Stud Height 3.500 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Dead Loads (appHad before 75% curing) Y.+ /Y! /!AC/FFNI /l.Gf lllFi% dFFV.O.•%YIFilFdil Y A'lll vl. 100YnE00. dlA0LYJJJt/. 61HJ. 4' H1. 1' 1J, C15Yv% JJ.+. i: 4.- J1J//.!• i0!!!/ J/! iN% J/L• SN:!! 2NC! C-: vJs:- i%iLN.!FUSSi:J!:�vriiitwSivJiiu% lulu' ivvW. L :t{!tµ't!tiviii<J.v!- %Ji. ^YS:vii " Full Span Uniform Loads... # 1 0.690 k/ft #2 kfft Point Loads-. # 1 5.600 k #2 5.300k 11.000ft 20.250ft Live Loads (appied after 75% curing) Full Span Uniform Loads... #1 0.200k/ft Point Loads -. #1 Using: W18X35, Span = 30.00ft, Slab Thickness = 6.5001n, Deck Rib Ht= Stress Checks for Shored & Unshored Cases... Bottom of Beam Actual = 22,820.2 psi Unshored DL Stress Actual = 28,793.3 psi Actual Shear Stress Actual = 3,673.4 psi Unshored Stress Check.... (Mdi/Ss + MII/Strans) Mil Strans(top) Actual = Actual = 31,987.2 psi 68.6 psi Alternate Unshored Stress Check : (Mdi + Mil) / Ss Shored Concrete Stress Check....(MdI + Mil) / (Strans:top • n) k ft OK Shored & Unshored 2.00in, Rib Spec= 12.00In, Rib Width= 5.00In w/ Slab Both Allowable = Allowable = Allowable = Allowable = Allowable = 33,475.2 490.3 34,666.3 psi 34,666.3 psi 20,800.0 psi OK OK OK 46,800.0 psi OK 1,350.0 psi OK 39,520.0 psi 1,350.0 psi Shear Studs & Shear Transfer .... /..... �i .. M�' xs' Mw5 \�aN +\`M+�Niax• /.witS�w.i'nK} \ 4' RC ti\ mYM \V%vvNtivxV.\��•Mti`CN`ItY1x.W. .YBrS. \\twt nayRN. vGKW ?.YhtitiiVM.v.VN.vwn'+.^K,•,`nYl. Actual # Studs Total req'd 1/2 Span Zone 1 from Zone 2 from Zone 3 from Zone 4 from Zone 5 from Zone 6 from 8 per 1/2 beam span Stud Capacity 6 studs Vh @ 100% 0.000 ft 4.867 ft 9.733 ft 14.600 ft 19.733 ft 24.867 ft 11.50 k 267.80k to 4.867 ft , Use 3 studs to 9.733ft , Use 3 studs to 14.600 ft , Use 2 studs to 19.73311 , Use 2 studs to 24.867 ft , Use 3 studs to 30.000ft , Use 3 studs Vh:min Vh : Used �J 66.95 k 92.00 k A Title : Sahel! Sancks Intergate E. Building Job # Dsgnr. Date: 6:16PM, 8 MAY 08 • Description : check exsMUng stresses in Berkey roof framing system. Scope : Rev.. 880001 User KW-0808898 Ver 5.5.0.1 -Dec-2033 c)1983-2003 ENEIRCALC Engineering Software Composite Steel Beam Page 2 intergatee bldgtecw.Calculstlons Description typical floor joist for SDC - 52 third floor Deflections : Transformed 2,017.13 in4 1: Effective 1,393.38n4 Shored Unshored Before 75 % Curing 0.555 In (after shores removed) 1.517 in Construction Loads Only 0.000 in 0.000 in After 75% Curing 0.090 in 0.090 in Total Uncured Deflection 0.555 in : L / 648.5 1.517 in : L / 237.4 Composite Deflection 0.646 in : L / 557.6 1.607 in : L / 224.0 Reactions /•1F•N { {Nh6:`ytS &V .. ...YM+i. .1dd:L%.X{ {.':J: {.;:{bnw ( ::: Y:•KK, K% Y1 X. 2. 54'w+RS?n:'QCL R7PW., K•inn YV Y. Load Combl marts... Dead + Constuction Composite Max DL + LL Anal is Values Left 16.14k 3.00 k 19.14k ft Right 16.51 k 3.00 k 19.51 k Y vRl'h tn: `+\ F�•=: S% x. VV^ AKKSK SS IK S. 5, 65K 3T3R{ 4.' 3R• Y. W6dYR�YA6YhvwYXt+ iU.•/ bl�+ H•{..+[I .'!.'.'{.:v::.5:•:fd'JlIaYJ.WJ� Maxhnum Moments Dead Load Alone Dead + Const Live Load Only Dead + Live Support Shears Shear @ Left Shear ft Rlght 138.27 k -ft 138.27 k -ft 22.50 k-ft 160.76 k ft 19.14 k 19.51 k KS.K.SK.KS Y.K.Sa KSKSSKK.K+sr+.:.sNKSOZS as SSYKKY.KKKKSKSSKX.SKvaaaxucv sK.K KSF. .;L Effective Flange Width... Fb : Allow 34.32 psi Based on Beam Span 7.500 ft n : Strength 9.29 Based on Beam Spacing 9250 ft n : Deflection 9.19 Effective Width 7.500 ft Section Pro .: rties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel : top S steel : bottom W18X35 17.700 in 6.000 In 0.425 in 0.300 in 10.300 in2 34.986 Mt 510.00 1n4 57.63 In3 57.63 Ina bot : Steel Section 510.001n4 i transformed 2,013.3911'44 Strans : top 423.58 in3 Strans : bat 103.53 in3 Shane : eft @ bot 84.53 in3 n'Strans ; Ef @ top 2,527.7 in3 X -X Axis from Bot 19.45 in Vh @ 100% 267.80k 8 29 /60 Z " 193 7/8 1196/16 1 27314 -1 • II I I. n II II II u II II II u JOB d' Ekes.. 4V v\ • COMPONENTS ti• 1 MIXING 13O Reairc (H0/):31x77 Outside (HxW):29x66 2 PANEL FILTER 3 CARTRIDGE FILTER 4 DIRECT EVAPORATIVE CODLING, 5 CIIILLBD WATER COIL 6 FAN ' 7 OUTLET (Hx W) :27.75x67.75 8 CONTROL PANEL UNIT WEIGHT 6,100 Lt3S nnovent 9U Handling EqUIpment ENGINEER. l I DESCRIPTION: • Elevatlon W CAVVP1 e►Y: ACT 2.0 vtau tt- UPS Roan FOIV7 MS4- 010 -AHU -1,2,3 um= 16 Apdt 2008 t ALi AMU-1,2,3 IUDDEL CAHU -1 A- 0607- 13000•FCDMCW -A-1 QV #: ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT 99( 03,3 PROJECT' SA r A 'X C, SOC ' 5-2.1 DATE SUBJECT A /'� V" s-2.4 Z 0,11s0d) 2 211(0 u Cu -r) z /6--; 2 Ai 544) SHEET OF BY ti ENW ]ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT DATE SHEET L. r OP = • ✓ G I-l!L Go< Q n 7-ir Wa 7z' ,e x30,_4, wt= 20,000c.b BY • OUTLINE DRAWING — FIGURE 2 10.88 (276.4) 7.50 typ. (190.5) 0 P0017•10 03,20 -03 t! P6 h- P12 G P9 Wel J4 2.87 (72.9) .2.81 4714) . . 0.59 (15.0) 0 0.16 (4.06) iEHE3225 5.50 typ. (139.7) 00 c,7 NV" S fat POI Ox as yyK �liti::.i._ l ACEMIMUNT CATALOG NO. 83 A -170 -O SE 1 S 30 SPRING ISOLATORS for SEISMIC ZONE 3 & ZONE 4, MARINE, & MOBILE APPLICATIONS Type "631" Extra Strength Housing Design: All welded steel housing with unique structure design provides the extra safety for the seismic. marine and mobile applications. Superior Isolation Eftidency: Series "630". spring isolator provides static deflection of 1 inch. As a result, it effectively reduces the vibration and Improves the over all equipment performance. Effective Noise Reduction: The resilient washers interrupt the structure -borne noise transmission paths to prevent noise amplifications caused by sounding -board effect:: :. :. :... Seismic Applications: Designs meet UBC, BOCA, and worldwide codes. Material Specifications Housings: A -36 Steel Threaded Parts:. Grade 5 Steel Springs: ASTM -229 & A 401 Elastomec Neoprene Type "632° Laterally Stable: Elastomer cushioned housing provides damping and controls excessive horizontal movement. Vertically Secured: Vertical restraints with resilient grommets prevent the housing from being pulled out from the anchored base. Easy to install Built -in leveling bolt eliminates shimming In all applications, and saves installation cost. Variations Available: Internal level adjustrment, high strength ieveling.bolt and- epeciai modifications are available. ACE t' %,'AUNT N s Coop Mc. 11 Cross Avenue South Amboy, NJ 08879 Tel: (732)721 -6200 Fax: (732)721 -5005 Email: aoemounteatinet Websko: www.ecemount.com h1P950003 R3a-G (H) 920,482-14 $134-0 Chi 92A-762-14 uuro v2A- rc2-i4 f3441 T2A-7132-14 REAR FACE OF CYLINDER BLOCK erub,0 0,41 92P-762- a BSCO 9'4) 92A-762-7 -ear Spring Isolator Layout ror Caterpflar 3516C Gen. Set (Cat. Layoula 2844051) Drawing No.: Dm-1784 r F4 Dater OS-IR-2009 Acn Mountinps Co . Inc. 17" 14321 12" 13051 8" 12031 (2)- 1 5/1 6 1241 Dia. holes in base plate a" [10) �(21- 7/8 " -9 UNC Taps Le eling nut 1-- F:e•4nforced resilient pad - Resilient washer Resilient washer Self locking nut 5/8" Dia. vertical restraints 7 -3/16" 1183) Free & oper. hgt. Type Color of Spring Spring Rate lb./in. Max. Load in lbs. Defl. in inches A Gray 400 600 1.5 8 Tan 800 1040 1.3 C Yellow 1340 1740 1.3 D Green 2000 2200 1.1 E Red 3120 3120 1.0 F Silver 4280 4280 1.0 G Brown 5600 5600 1.0 H Black 7200 7200 1.0 K BI k &Yel 10000 10000 1.0 esilient pad A 1 -6 -2006 1 —7" (1781 -- Free height REV !DATE CHANGES •---7" 11781 Note; All dimensions are in inches (mm). PURCHASER: ORDER NO.: PROJECT: FILE NO.: Type "634" Spring Mount with Internal Leve'ing For Seismic, Marine & Mobile Applications DWN BY [SCALE Nana IDATE 17 -27.05 ACE MOUNTINGS CO., INC. DWG NO. 92A -762 -7 1 REV A '4 ►gar w :: City of Tukwila k #£4d " "� �M�� 1.1.9,os..: Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 04 -01 -2011 EASA NOUROUZEE 5005 3RD AVE S SEATTLE WA 98134 RE: Permit No. M10 -044 3355 S 120 PL 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/02/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 05/02/2011, 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, ---zO RI_ Bill Rambo Permit Technician File: Permit File No. M10 -044 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 110 PE 2�yT C''D } COPY. 71 wlCr: PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M10 -044 PROJECT NAME: SABEY DATA CENTER DATE: 09/20/10 SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPAR ENTS: :in din: rivision Public Works Gq Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete XI Comments: Incomplete ri DUE DATE: 09/21/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route EP, REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 10/19/10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PE T ; �''' ` Y�e 7 �9 PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -044 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # DATE: 04 -02 -10 Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: C, 4— —r0 ilding ivision Public Works ❑ ' Ffl`e` zenttio V ( 0 Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-06-10 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit CenterUse Only . 1 l INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route -Irj Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 05 -04 -10 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: `( ie SITE ADDRESS: £ 1117 (J L PERMIT NO: Ili ORIGINAL ISSUE DATE: REVISION LOG tA REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE (707,-(1-1 10 Qt1u , STAFF INITIALS tr- 1 M OA P 1r24A Summary of Revision: App O.) 6 a,•.1 Cy�-61.A1VVLg lCCQ fib, •Flike .'1, A /nAS4- S`I wy'ti Received by: A-SA- JUocUZotLZEC REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUB1VMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i'2b/iO Plan Check/Permit Number: t4 10 — 041- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: S Dc 52- P h 2. � � a ` o ' PL 4454 iklocei Z er4gomilk 5202010 Phone Number: 3 e v Summary of Revision: A000,01‘14 11 Mlrf. n�tiJ(& t1 ? -&M11— FM( l►•�C.t 1s 1 of 4MM6 caf-oL3/ l (2rye t_. 6ac 4V' Sti £G ul , P1eAkeaS1g S14004, / D Scl6Mtrm -i' o ti kAw4fallte xt. k o ecum6bAL3 mu.kfr ihuivi ,its, AftevciexikKIrw m6 ' 1 x-40, 6Y M4 /alt . AAA u . TIA t) M a Affigloa., r? it'-'oa2. 1 2-� M6 t&iJw1/41_, `Pkt(as : l(v,o, M2,1, M3.I Mix I WI ,I 3) UMe 9 M.F. -.{. 0114: MPO.o, M'2,1 MP 3,1 1M?,10 MP-1,o 4) k. Vki q L t Q t . M r ,1134.1- to 4- /g.5'•-- i, Ott e.g-Wc:CL. Poi2Mti g•L10 - 0263(I14Gw %S tasdS -tr2s) 10)'r 5'61'41 1Cl t. Wrap (R,2. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the .City of Tukwila Permit Center by: Entered in Permits Plus on Oil 0 H: Applications\Forms-Applications On Line 12010 Applications \7 -2010 - Revision Submival.doc Created: 8-13-2004 Revised: 7 -2010 1 Contractors or Tradespeople *ter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Mckinstry Co Llc UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State Wa Expiration Date 3/16/2012 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLydig+ Mckinstry Llc Construction Contractor General Unused 4/13/2010 4/13/2012 Active WESTVI *121RF Westvent Inc Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN" 372ND Mckinstry Co Construction Contractor General Unused 8/20/1963 1/2/2008 Relicensed Business Owner Information Name Role Effective Date Expiration Date Pedersen, Jamie D Agent 03/16/2006 Amount Allen, Dean C Partner /Member 03/16/2006 CP0399990301 Moore, Douglas J Partner /Member 03/16/2006 Allen, David E Partner /Member 03/16/2006 ZURICH AMERICAN INS CO Teplicky, Joseph Partner /Member 03/16/2006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS & SURETY CO 104702039 01/03/2006 Until Cancelled $12,000.00 03/16/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.0012 /07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 CHARTER OAK FIRE INS CO DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 04/19/2010 12x12 2 "SL -• ABBREVIATIONS GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND CONN CONSTR CONTR CTL DET D1A DIAG DIM DISCH DN DN DS DWDI DWG DWV (EA EC EL ELEC ELEV ESP EXH EXIST (F) FA FCO FDC FDN FIG FIN Flo FLEX FLG FLR FO FP FPM ET FTG FURN GA GALV GC GEN GPM GWB HP HR HS EfIG HR ID LAB LF MAU MAX MPH MED ME4Z MFR MH MIN MISQ MID N/A NC NEG NIC NO NOM NTS OA Oc OD OVHD ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRMSH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER LINE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DMSION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD ' HIGH HORSEPOWER; HIGH PRESSURE HEATING RETURN HEATING SUPPLY HEATING HEATER INSIDE DIAMETER /DIMENSION LABORATORY LINEAL FOOT MAKE -UP AIR UNIT MAXIMUM 1000 BRMSH THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD POC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PS1G POUNDS PER SQUARE INCH GAUGE QTY QUANTITY R RELOCATED RAD RADIUS REQD REQUIRED RPM REVOLUTIONS PER MINUTE SECT SECTION SF SQUARE FOOT SIM SIMILAR SPEC SPECIFICATION SQ SQUARE STD STANDARD STRUC STRUCTURAL TBD TI TOC TOS TYP UG UNO VAV VD VER WD VSD W/0 HVAC AC ACT AHU BDD BOD CC CRU CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WEER WITHOUT AIR CONDf1TONING ACOUSTICAL CEIUNG 111E AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HR HVAC HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDIITONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECHANICAL CONTRACTOR MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP RTU SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP UH WB WC WG RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND UNED SOUND UNED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING, AD AREA DRAIN CO CLEAN OUT; CARBON MONOXIDE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DSP DRY STANDPIPE EWC ELECTRICAL WATER COOLER FD FLOOR DRAIN IE IN WC LW INVERT ELEVATION INCHES WATER COLUMN IONIZED WATER; INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WH WATER HEATER WSP WET STANDPIPE PIPING BP BACKFLOW PREVENTER CD CHW CHR CHS CT EWT FHV LWr TOP CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE ENTERING WATER TEMPERATURE FIRE HOSE VALVE LEAVING WATER TEMPERATURE TOP OF PIPE PIPING IDENTIFICATION HVAC PLUMBING A COND- -CDR- CDS CHS -CHR - G -HR- HS RL RS ST GRW GAW ID ERR NP ORL PW PSD RWL —RWL D SS UD-- -V- W W FIRE PROTECTION DSP' FDC F FP FW WSP PIPING FITTINGS 1�1 i 0 D Pe ' X 1} + It' I +1 It1 91 VALVES 194 A 16 I III PIPING ACCESSORIES 4W 4" VW/ 4 1r i RPBP 1 Y 0 Q WATTS /LF A COND CDR CDS CHS CHR HR HS RL RS ST CW GRW GAW HW HWC ID ERR NPCW ORL PW PSD RWL RWL SD SS UD V w W DSP FDC FP Fw WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON - POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45' ELBOW 45' ELBOW 90' ELBOW 90• ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 -WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES J 0 CO TAD L- J AD 12x12 SL R LJ re. DUCTWORK RECTANGULAR DUCT x RECTANGULAR DUCT f RECTANGULAR DUCT RECTANGULAR DUCT 7 i i, P CED BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER•THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY UNED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS IO THERMOSTAT SENSOR CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT - WALL MOUNTED GRILLE/REGISTER /DIFFUSER DOUBLE LINE 1 t CEILING SUPPLY AIR DIFFUSER -• CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) Permit' No LINEAR DIFFUSER (WALL Flan review approval is subject to errors and Omission. . X A ` ro;ial of construction documents does not authorL l.ho violation of any adopted code or ordinance. Receip of approved Field Copy and conditions is acknowledged: GENERAL INFORMATION SYMBOLS XXXXXXxxXXxxx COPY VD —01'0 LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) HVAC - ANNOTATION VAV BOX TAG 1 -23 S- C8 -09 -A 000 000 S- C8 -09 -A 1 11 DUCT WORK By E/ Date:. (1/7/0 D City Of Tukwila BUILDING DIVISION FLOOR I - DISCRETE BOX II SEE BELOW PRIMARY CFM FAN CFM ACOUSTICAL ACCESSORIES (IF REQ'D) KW OF AUX. HEAT. VAV BOX SIZE; SEE SCHED. SERIES FAN. POWERED BOX (S) PARALLEL FAN POWERED BOX (P) 0 ROUND DUCT SYMBOL $ FLAT OVAL DUCT SYMBOL EQUIPMENT TAG EF -2 -1 EQUIPMENT TAG -- CONSECUTIVE EQUIP. 1 PROJECT DESIGNATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG DT5 -618 CF1�1 EACH SIZE TYPE CODE LD5 /3 -300 UN R DIFFUSER GRILLE ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. TYPE CODE LOUVER TAG 81 -1 LOU 1 CONSECUTIVE TAG LOUVER 1. PROJECT DESIGNATION LOUVER DESIGNATION LEGAL DESCRIPTION SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical ,Electrical 121/;Plumbing Das Piping City of Tukwila , BUILDING DIVISION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOV'T LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. LOCATION / SITE MAP REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. GENERAL NOTES NEW MECHANICAL WORK FUTURE 11 SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF DETAIL REFERENCE OUTLINE WTtH NUMBER AND SHEET LOCATION MATCHUNE PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) KEY NOTE POINT OF CONNECTION AND ii r n, -9 sstir��r'a rseEivll REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 201 ACI-Nv DATE City &Tukwila BUILDING DIVI4111N CHANGE POINT OF DEMOLITION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) MOTOR 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 - GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITNIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14 -5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. OR AS ATTACHED. DRAWING INDEX SHED NUMBER SHEET TITLE SCALE MO.O DRAWING INDEX, SYMBOLS AND ABBREVIATIONS NONE ' - -,., . .. - . ....: : , : i, .. 11.11•6 _ e... .; M2.1 HVAC 1ST FLOOR PLAN 1/32" = 1' -0" M3.1 HVAC ENLARGED 1ST FLOOR PLAN 1/8" = 1' -0" -117 Mam RRAI HVAC C . , M7.0 HVAC SCHEDULES AND SPECIFICATIONS NONE M7.1 HVAC SCHEDULES AND SPECIFICATIONS NONE KVA SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 -331 -0234 www.mckinstry.com OAN PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE I! 3355 S 120th Place Tukwila, WA 98168 at, nft, '$ , , , � i s�. -�z; m`rl l�f 'SF#4:i`i`"'a' +y, b w ' REGISTRATION! REVISIONS: 04/02/10 PERMIT SET '/ISIOM X0,1. NO. DATE DESCRIPTION .,, i " •ti4y s4o n, a(�kr�i�F rPh� :,::.<< < �,r.;b SCt�1:?S%ki �b�tr`ti, McKINSTRY DMSION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN DRAWING INDEX, SYMBOLS AND IAA ABBREVIATIONS • Wik SHEET NUMBER: -tYA N!a RECEIVED 'VA CITY OF TUKWILA 'NWA SEP 2 0 2010 14* PERMIT CENTER • Ati Orchl MP VgAiltiCIS for. (E4-. f& M� c�— otL1 r ® 1 CD ® 0 0 ED (7.5) v v • —1 IIIIIIIi- y...— . „.,,r... - 4 ;#VIEWED FOR COMPLIANc:: SL? 222010 � City ofTukayila UILDING DIVISifll 0 v 0 J 10 l•-o• Y JS -f.• WO Ctt S1LRAa.. 570 iE �3 11 �lhIflaIIIf o-- PHA L2 - I►!!!!!!!L!!!!! 11111 VA • ' . -I 0 0 ® 1 HVAC 1ST FLOOR PLAN 0 SCALE: 1/32' = 1' -0” RECEIVED CITY OF TUKWILA SEP 2 0 2010 PERMIT CENTER 1 4 -',44P•1 rtil�.x'F'Yt<�.Q1 i1AD)�di rt4 ?�t)�4vr k�i: PROJECT: e Of Your Building. SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 -331 -0234 www.mckinstry.com A DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 A s 3 ?a dagniEUESEEMEM REGISTRATION:-1, REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION �r V' d.). ��Si�1�+P.��H�...��v1$i,VK�.7Y. !'�:'n i� ♦ r. 4{taido{ . McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC 1ST FLOOR PLAN SHEET NUMBER: GBDD -1 I 18" STACK. TERMINATE WITH RAIN CAP. MATCH EXISTING MATERIALS. PROVIDE DRAIN SECTION AT EXTERIOR ELBOW. PROVIDE WALL SUPPORTS SPACED TO MATCH EXISTING. 18' STACK. TERMINATE WITH RAIN CAP. MATCH EXISTING MATERIALS. PROVIDE DRAIN SECTION AT EXTERIOR ELBOW. PROVIDE WALL SUPPORTS SPACED TO MATCH EXISTING. 18' STACK. TERMINATE WITH RAIN CAP. MATCH EXISTING MATERIALS. PROVIDE DRAIN SECTION AT EXTERIOR ELBOW. PROVIDE WALL SUPPORTS SPACED TO MATCH EXISTING. EF -1 EF -2 ftlttbtk+ t : • tl • 1attsa:tlholt rE PROVIDt`SHEETMETAL SCREEN FULL HEIGHT (±17') TO PROTECT CONDUIT & J —BOXES FROM POTENTIAL WATER LEAK -1 1 4' CHW SUPPLY & RETURN 1 AHU -52B2 ( ABOVE BELOW AHU -52A3 96x36 OSA INTAKE W/ SCREEN rri.Wrrriiir�sr 11 MINN I !1'� I�l h"11� : =o *m Lime law un— y m= II n0 J! — EXISTING ELECTRICAL EQUIPMENT OSAD -1 .NW OSAD -2 • 96x36 OSA INT E — WITH SCR EN-, u u CAP 4 "CHW SUPPLY & RETURN 6 "CHW SUPPLY & RETURN AHU -52D3 AHU -52C3 ABOVE BELOW l- 48x48 .4051►rir r,� BLANK —OFF HOOD FACE WHERE UPS IS NOT INSTALLED BY THIS PROJECT PHASE (TYP) SOUND CELLS AND SCREEN (120 SF MIN) SEE NOTE #2 FD— 5 48x28 DMG 6,750 - FD -3 HOOD 6600 (TYP 6) 36x20 ---. (TYP 6) 48x48 48x48 BYPASS DAMPER 48x28 DMG 36x28 3,375 RD -1 MI 36x28 - BELOW 46x46' / RF -52A 48x28 DMG 6,750 CD CD M Art 10. Asmi CO N x CO N) 20x46 \\ 30x46 Mir It RFD -1 z 48x48 • 48x28 DMG 6,750 SHEET METAL HOOD (TYP) 40x48 _., / _ , 46x46 RF -5 8 DMG 3,375 MI RFD -2 B� CO CO M S. co M RF -52C 48x28 DMG 6,750 CO CO 36x92 FD -6 r TC; -- »��`� 14" INLET, 18" OUTL T, "Y" FITTING FD -1 EAD -1 ee1mm1r' + +! +''•4i�+ i�i'i�i�i !+! ifi`i*i ±�sfitit;r� �.�.�.ri+*t►t. **�► *two + +.r�� i +i�i`i IA _ MUFFLER PROVIDED BY OTHERS, ►� +O �� T SEE PLAN NOTE #1 ► *.♦ mill mom limi SOUND CELLS AND SCREEN (120 SF MIN) f 111111111111 • bt1,1 �l EF-3 EF -4 I 14' INLET, 18' OUTLET, 'Y' FITTING (TYP) 4,+ 4.4.4.4. ,•••,, 0 +4 +•. .4,+4, �. j FD -2 EAD -2 ADD BACK DRAFT DAMPERS AT SOUND ATTENUATORS SOUND CELLS AND SCREEN (288 SF MIN) �' GENERATOR_ 111III 111 111 11 0 11 ID 1111 111 108 GBDD -2 11 INSULATE EXPOSED RETIIIRN DUCTW RK RF -52D l INSULATE EXPOSED REBIRN DUCTWORK 6" CHW SUPPLY & RETURN UP ` + ° +'' 111 114,4,+,••, 111 ADD BACK CRAFT DAMPERS AT SOUND ATTENUATORS + 04 111 ..+•+•+ +. ►. ++• +•. +. +4+.11t . +•+ + + +++ + + +j ++ •+ � +� + + + +. +. +. + + +1 + + +. +.+•++ +++` `+ ++ • + +.`i`i +.`.•i►+`.`.�i+.4,.`+++` NN `i II ►. +4,.+.+ .....4,...... + +... + +1� ++ + +.+++ +4,11.4..+++.. 114 .......J..+ +......414.. ♦. 4,...4,...4,......114,...... ++•...s� ►....++.+..+..++.+..++ .4,.4,.4,4,.+.+4,..+..►+4,..+.......% ►i i4,i•i «f`•••`• +•.•r••`••` i 4.0..!`! *!* * * *, i!4,`± +!•!4,.4∎ ∎ •!• *i! + ±• +.41!�!�! +!.. * i! *! +!* * 4. a■ �`'`'`•`i ` 11 SOUND CELLS AND SCREEN (288 SF MIN) 11 • ►••.:41. : +� ~. *►•i.� +.w + :•M•M+i• :• :. +...A.w41 +1 :1• :•.. • •,. +.�i+.. •�•i4,i +. •r•w...•w•ia•i t.t • r 1 MUFFLER PROVIDED B OTHERS (TYP) ail NOTE: FOR FUEL OIL PIPING SEE � DRAWINGS HVAC ENLARGED 1ST FLOOR PLAN SCALE: 1/8' = 1' -0' 0 4' ' 8' 16' RVIEWEp F`� COOS COMPLIAN E JEP 2 2 2010 C of Tutuila i lIL ! NG I 0 RECEIVED CITY OF TUKWILA SEP 2 0 2010 PERMIT CENTER fe Of Your Duilding SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 PROJECT: www.mckinstry.com SA 8 • EYDATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: °A! rig,' '; }4P,TARi ''s+ ! i '1900,''0:PY 9, tom ":4TI A i xep4 , - ri REVISIONS: 04/02/10 PERMIT SET • NO. DATE DESCRIPTION izriRic ,Dl! ;94Ys;•. McKINSTRY .DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC ENLARGED 1ST FLOOR PLAN SHEET NUMBER: 1 AIR HANDLER SCHEDULE . CENTRAL PLANT DAMPER SCHEDULE . ET -52 -1 (EXISTING) SERVES CHILLED WATER Tag Location Damper Type QTY GENERAL: INNOVENT INNOVENT INNOVENT INNOVENT INNOVENT BASIS OF DESIGN, MANUFACTURER Act Posision AHU -52A1, —52A2 (EXISTING) AHU -52B1 (EXISTING) AHU -52A3, —52B2 (EXISTING) AHU -52C1, —52C2 AHU -52C3, —52D3 1 TAG # 2 1 2 2 2 QUANTITY CONSTRUCTION INDOORS INDOORS INDOORS INDOORS INDOORS AF -24 3RD FLOOR MECHANICAL ROOM 1ST FLOOR 3RD FLOOR MECHANICAL ROOM 1ST FLOOR LOCATION 3RD FLOOR MECHANICAL ROOM SERVES 2ND FLOOR DATA CENTERS 2ND FLOOR DATA CENTERS 1ST FLOOR UPS ROOM 2ND FLOOR DATA CENTERS 1ST FLOOR UPS ROOM OVERALL HEIGHT 143" 143" 121" BOTH UNITS STACKED 143" 121" BOTH UNITS STACKED OVERALL WIDTH 156° 312" . 128" 156" 128" OVERALL LENGTH 373" 373" 254" 373" 254' OVERALL WEIGHT 27,250 Ibs 48,000 Ibs 15,300 Ibs COMBINED WEIGHT 27,250 Ibs 15,300 Ibs COMBINED WEIGHT FACTORY•STRUCTURAL STEEL BASE YES YES YES YES YES INSULATED THROUGHOUT 2 IN 0 3 LBS THROUGHOUT 2 IN © 3 LBS THROUGHOUT 2 IN 0 3 LBS THROUGHOUT 2 IN 0 3 LBS THROUGHOUT 2 IN 0 3 LBS THROUGHOUT EXTENT OF DOUBLE WALL CONSTRUCTION SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID UNER THROUGHOUT SOLID STAINLESS STEEL INNER WALL 0 EVAPORATIVE SECTION YES YES YES YES YES FAN CONFIGURATION DRAW— THROUGH DRAW— THROUGH DRAW — THROUGH DRAW— THROUGH DRAW — THROUGH FAN TYPE DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS FAN QUANTITY PER AIR HANDLER 1 2 1 1 1 COMBINED FAN TOTAL DESIGN AIRFLOW 57,500 CFM 115,000 CFM 13,500 CFM 57,500 CFM 13,500 CFM 1170 RPM 1,170 1,540 1170 RPM 1,540 FAN RPM 2 YES, PIPED TO BOTH SIDES • YES YES, PIPED TO ONE SIDES YES CHILLED WATER COOUNG COIL (INCLUDE DRAIN PAN) YES, PIPED TO ONE SIDES ENTERING 91T DB / 70T WB; LEAVING 50T DB ENTERING 91•F DB / 70'F WB; LEAVING 50'F DB ENTERING 95T DB / 76T WB; LEAVING 64'F DB ENTERING 91T DB / 70'F WB; LEAVING 50'F DB ENTERING 95'F DB / 76T. WB; LEAVING 64'F DB DESIGN COOLING AIRFLOW CONDITIONS DESIGN COOLING CHILLED WATER CONDITIONS ENTERING 40T LEAVING 51T ENTERING 40T LEAVING 51'F ENTERING 40T LEAVING 51'F ENTERING 40'F LEAVING 51'F ENTERING 40'F LEAVING 51'F GLYCOL PERCENTAGE IN CHILLED WATER 20% 20% 20% 20% 20% 1 YES YES YES YES YES SPRING ISOLATION WITH CUSHIONED FAN SEISMIC SNUBBERS YES YES YES YES COUNTERBALANCED DISCHARGE (FLOOR) DAMPER YES FRONT TOP DISCHARGE FRONT TOP DISCHARGE FRONT BOTTOM DISCHARGE FRONT TOP DISCHARGE FRONT BOTTOM DISCHARGE UNIT DISCHARGE INTERNAL AIRFLOW MEASUREMENT DEVICE YES YES YES YES YES DESIGN FAN TOTAL STATIC PRESSURE 4.63 4.63 3.56 4.63 3.56 NO, DUCTED NO, DUCTED NO, DUCTED NO, DUCTED NO, DUCTED PLENUM LOUVERED INLET YES YES YES YES YES LOW —LEAK MIXING DAMPERS ACTUATORS — FACTORY MOUNTED OUTSIDE, RETURN, COOLING BYPASS OUTSIDE, RETURN, COOLING BYPASS OUTSIDE, RETURN OUTSIDE, RETURN, COOUNG BYPASS OUTSIDE, RETURN DAMPER MERV 8 (N30 %) flat filter bank MERV 8 (N30 %) flat filter bank MERV 8 (-30%) flat filter bank MERV 8 (N30 %) flat filter bank MERV 8 (N30%) flat filter bank PREFILTERS — V BANK CARTRIDGE FILTERS MERV 11 (N65 %) 12" MERV 11 (N65 %) 12" 89% MERV 11 ('65 %) 12" 89% MERV 11 (N65%) 12" 89% MERV 11 (.,65%) 12' 89% DIRECT EVAPORATIVE EFFICIENCY 89% MEDIA TYPE CELDEK— 12 IN CELDEK— 12 IN CELDEK— 12 IN CELDEK— 12 IN CELDEK— 12 IN EVAP FACE VELOCITY 500 ft /min MAX 500 ft /min MAX 500 ft /min MAX 500 ft/min MAX 500 ft/min MAX EVAP MEDIA YES YES YES YES YES STEEL PUMP — Evaporative SECTION STAINLESS 1 1 1 1 OF EVAPORATIVE PUMPS 1 NUMBER YES, SLOPING YES, SLOPING YES, SLOPING YES, SLOPING YES, SLOPING STAINLESS STEEL EVAPORATIVE SECTION SUMP FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FACTORY VALVE MOUNTED ON MAKEUP TO SUMP FLOAT, PIPED TO ONE SIDE BLEED BRANCH PIPE ROUTED TO OVERFLOW DRAIN • YES YES - YES YES YES PUMP YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD — INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD — INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD — INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD— INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD— INSTALLED EXTERNAL DUCT ATOP UNIT BYPASS PROVIDED FOR COOUNG COIL AND EVAPORATIVE MEDIA EXffING TUNNEL AFTER FILTER & REENTERING BEFORE FAN YES YES YES YES YES ON BYPASS PATH MODULATING CONTROL DAMPER NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS CORRESONDING FACE DAMPER FOR EVAPORATIVE MEDIA NOT REQUIRED, JUST BYPASS POLYURETHANE PAINT POLYURETHANE PAINT POLYURETHANE PAINT POLYURETHANE PAINT POLYURETHANE PAINT TYPE OF EXTERNAL CORROSION PROTECTION (PAINT) FOB JOBSITE FOB JOBSITE FOB JOBSITE FOB JOBSITE FOB JOBSITE DELIVERY PARTS AND LABOR WARRANTY YES _ YES YES YES YES 1 YEAR 14 to 16 weeks 14 to 16 weeks 14 to 16 weeks 14 to 16 weeks 14 to 16 weeks LEAD TIME (indicate shipping origin) Electrical: NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS SINGLE POINT POWER VOLTAGE /PHASE 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V UGHTS 75 HP per Unit 2 —EA AT 75 TOTAL 150 HP per Unit 15 HP per Unit 75 HP per Unit 15 HP per Unit FAN MOTOR HP QUOTED 62.99 BHP per Unit 2 -62.99 BHP per Unit 10.9 BHP per Unit 62.99 BHP per Unit 10.9 BHP per Unit MOTOR BHP FAN 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE MOTOR EFFICIENCY (SPECIFY) YES YES YES YES YES VFD FOR EACH SUPPLY FAN FACTORY MOUNTED ON VFD'S NO NO NO NO NO ELECTRICAL BYPASS YES YES YES YES YES DEDICATED 120V WIRING TO INTERIOR LIGHTS YES YES YES YES YES INTERNAL LIGHTS YES YES YES YES YES GFI SERVICE OUTLETS MOTORS YES YES YES YES YES WIRING TO DAMPER NA NA NA NA NA DAMPER ACTUATORS WIRING TO FACE AND BYPASS YES YES YES YES EVAPORATIVE PUMPS YES STARTERS FOR YES YES YES YES YES WIRING TO STARTERS FOR EVAPORATIVE PUMPS YES YES YES YES YES 480/120 TRANSFORMER SPPP Disconnect SPPP Disconnect SPPP Disconnect SPPP Disconnect SPPP Disconnect DISCONNECTS YES YES . YES YES YES UL /ETL APPROVAL NOTES: 1. MANUFACTURER TO PROVIDE FACTORY INSTALLED NON CHEMICAL WATER TREATMENT SYSTEM W /CONDUCTMIY METER AND BLEED SOLENOID. 2. MANUFACTURER TO PROVIDE SPRING RETURN (FAIL TO 100% RA) ELECTRONIC DAMPER ACTUATORS, WIRED AND UNKED 3. MANUFACTURER TO PROVIDE SIGNAWNG (PULSE —TYPE) WATER METER WITH TOTALIZER DIAL IN BLEED BRANCH PIPING (DEDUCT METER) CCDE CoMPLIr 2 2 2010 UILDING City of Tuktifilag IV EXPANSION TANK SCHEDULE CENTRAL PLANT DAMPER SCHEDULE . ET -52 -1 (EXISTING) SERVES CHILLED WATER Tag Location Damper Type QTY Size Sections Act Typ Act Model Voltage Act Qty Fail Postion Act Posision (E) SMD -1 thru 6 Mech Room Supply Header VCD -23 6 120 x 142 1 Two Position AF -24 24v 6 Open Internal (E) RMD -1 thru 6 Mech Room ReturnHeader VCD -23 6 120 x 120 1 Two Position AF -24 24v 4 Open Internal (E) SMD -7 thru 10 Mech Room Supply Header MBD -15 4 122 x 60 2 Manual 1015 LBS 460/3 460/3 MOTOR EFFICIENCY CODE MIN (E) EAD —1 . UPS Room exhaust VCD -23 1 60 x 40 1 Modulating AF -24MFT 24v 1 Open External (E) EAD —2 UPS Room exhaust VCD -23 1 60 x 40 1 Modulating AF -24MFT 24v 1 Open External (E) RFD -1 UPS Return fans VCD -23 1 38 x 28 1 Modulating NF -24SR 24v 1 Open External RFD— 2 UPS Return fans • VCD -23 1 3B x 28 1 Modulating NF -24SR 24v t Open External _(E) (E) RD -1 UPS return duct VCD -23 1 40 x 48 1 Modulating AF -24MFT 24v 1 Closed External (E) Bypass UPS room supply Bypass MBD -15 1 48 x48 1 Manual (E) DID 1 thru 4 Supply / return future MBD -15 2 99 x99 4 Manual (E) GBDD -1 Generator room intake WD -330 1 216 x 192 4 Gravity (E) FD -1 and 2 UPS room south wall Fire FD -150 Fire damper 1 60 x 40 2 (E) FD -3 and 4 UPS Room North wall FD -150 Fire damper 2 48 x 48 1 (E) FD -5 UPS Room North wall FD -150 Fire damper 1 40 x 48 1 (E) FD— 6 UPS Room East wall FD -150 Fire damper 1 40 x 48 1 (E) OSAD -1 UPS AHU outside air VCD -23 1 104 x 32 2 Modulating AF -24MFT 24v Open External OSAD -1 UPS AHU outside air VCD -23 1 104 x 32 2 Modulating AF -24MFT 24v Open External GBDD -2 Generator room intake WD -330 1 216 x 192 4 Gravity • _ CCDE CoMPLIr 2 2 2010 UILDING City of Tuktifilag IV EXPANSION TANK SCHEDULE EQUIP ET -52 -1 (EXISTING) SERVES CHILLED WATER STYLE VERTICAL BASE MOUNT VOLUME (GALS) 77 ACCEPTANCE (GALS) 38 BASIS OF DESIGN B &G PTA REMARKS ASME 200 F, 150 PSI GRAVITY VENTILATOR SCHEDULE TAG # GV -52A —D (EXISTING) GV -52E —F BASIS OF DESIGN GREENHECK GREENHECK MODEL NUMBER FHI FHI LOCATION ROOF ROOF SERVICE OSA INTAKE OSA INTAKE CFM 57500 57500 PRESSURE DROP 0.089 0.089 THROAT FREE AREA 72 SF MINIMUM 72 SF MINIMUM INTAKE FREE AREA 144 SF MINIMUM 144 SF MINIMUM FACTORY SCREEN YES YES FACTORY DAMPER NO NO FACTORY CURB NO NO CURB BY G.C. YES YES THROAT SIZE 144" x 72" 144" x 72" LENGTH X WIDTH X HEIGHT 228" x 132" x 36.5" 228' x 132" x 36.5" WEIGHT 1015 LBS 1015 LBS GENERATOR FAN SCHEDULE TAG # EF -1 (EXISTING) EF -2 (EXISTING) EF -3 EF -4 BASIS OF DESIGN MANUF. GREENHECK GREENHECK GREENHECK GREENHECK MODEL S2- 30- 620 —B20 S2- 30- 620 —B20 S2 -30- 620 —B20 S2 -30- 620 —B20 SERVICE GENERATOR EXHAUST GENERATOR EXHAUST GENERATOR EXHAUST GENERATOR EXHAUST FAN TYPE PROPELLER PROPELLER PROPELLER PROPELLER MOUNTING SIDEWALL SIDEWALL SIDEWALL . SIDEWALL CFM 0 70F 12,666 12,666 12,666 12,666 E.S.P. 5 .25" " 2 " BHP / HP 2.13/ 2 2.13 / 2 2.13 / 2 1.72/ 1.5 VOLTAGE /PHASE 460/3 460/3 460/3 460/3 MOTOR EFFICIENCY CODE MIN CODE MIN CODE MIN CODE MIN OVERALL WIDTH 38 38 38 22 OVERALL LENGTH 38 38 38 38 TOTAL WEIGHT (LBS) 130 130 130 130 NOTE CONTROL WITH WALL MOUNTED THERMOSTAT. FAN ON AT 90' F., OFF AT 80' F (ADJUSTABLE). RECEIVED CITY OF TUKWILA SEP 2 0 2010 PERMIT CENTER r„ :: rAe: N4 it 10" .si 0.1.04':1 4` 1 V toso le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800 -669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION rotit. fi 4c ' ;'1* McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC SCHEDULES AND SPECIFICATIONS SHEET NUMBER: FAN SCHEDULE . TAG i RF -52A, RF -52B (EXISTING) RF -52C, RF -52D QUANTITY 2 2 BASIS OF DESIGN MANUF. GREENHECK GREENHECK MODEL VADS- 30F14- 14 -A7.5 VADS- 30F14- 14 -A7.5 LOCATION UPS ROOM UPS ROOM SERVICE RETURN AIR RETURN AIR FAN TYPE DIRECT DRIVE MIXED FLOW DIRECT DRIVE MIXED FLOW AIRFLOW 13200 13200 STATIC PRESSURE 2" 2" BHP 6.78 HP 6.78 HP MOTOR HP 7.5 HP 7.5 HP VOLTAGE /PHASE 480V /3o 480V/30 MOTOR EFFICIENCY 87.5% OR BETTER 87.5% OR BETTER MOTOR RPM 1770 1770 VFD YES YES TWO SPEED MOTOR NO NO MOTOR ENCLOSURE TEFC TEFL ADJUSTABLE PITCH /FIXED PITCH SHEAVE NO NO OVERALL HEIGHT 33.38 33.38 OVERALL WIDTH 38 38 OVERALL LENGTH (DOES NOT INCLUDE ACCESS SECTION) 52 52 MOUNTING TYPE SUSPENDED SUSPENDED MOUNTING POSmON HORIZONTAL HORIZONTAL TOTAL WEIGHT (LESS ANY ACCESSORIES) 691 LBS 691 LBS BASE NA NA ISOLATOR NA NA THRUST RESTRAINT NA NA FLEX CONNECTOR FLEXIBLE DUCT FLEXIBLE DUCT MOTION RESTRAINT NOT REQUIRED NOT REQUIRED SMOKE DETECTOR NOT REQUIRED NOT REQUIRED DISCONNECTS BY ELEC BY ELEC STARTER (BY ELEC) NR NR VFD CONTROL (McK PROVIDE, ELEC INSTALL) YES YES ELECTRONIC 0 & M DATA YES YES 110 V. SERVICE OUTLET WITHIN 25' NA NA 76.5 76.5 76.5 OPTIONS /ACCESSORIES SPECIAL COATINGS NA NA OSHA APPROVED MOTOR COVER NA • NA BELT GUARD NA NA INSPECTION SECTION W/ BOLTED ACCESS DOOR NA NA WIND SHROUD NA NA SPARK RESISTANT NA NA MOTORIZED DAMPER PER SEC 1412.4.1 NA NA SONES NPCW NON- POTABLE COLD WATER NOISE CRITERIA . LwA 2-1/2 TO 4 COPPER TUBE TYPE L dBA Gruvlok Couplings and Flange Adopters Gruviok SF21 -GG SOUND POWER BY OCTAVE BAND INLET INLET 63 84 84 125 84 84 250 87 87 500 81 81 1000 80 80 2000 79 79 4000 74 74 8000 75 75 MODULAR AIR COOLED SCROLL CHILLER SCHEDULE TAG # CH -52A1 & 52A2 (EXISTING) CH -52B1 & 52B2 (EXISTING) CH -52C1 & 52C2 QUANTITY OF ASSEMBLIES, QUAN. OF MODULES 10 (30T) MODULES EACH 10 (30T) MODULES EACH 10 (30T) MODULES EACH MANUFACTURER AIRSTACK ASP -30 AIRSTACK ASP -30 AIRSTACK ASP -30 • NOMINAL TONNAGE 300 TONS 3CO TONS 300 TONS TOTAL TONS AT SPECIFIED CONDRIONS 268.1 268.1 268.1 MINIMUM CAPACITY 0 SPECIFIED CONDITIONS 13.4 13.4 13.4 AMBIENT TEMPERATURE FOR RATING(') 95'F 95T 95T LOW AMBIENT OPERATION /ACCESSORIES YES - O'F YES - O'F YES - OF GLYCOL PERCENTAGE IN FLUID (PE) 20 20 20 VOLTAGE /PHASE 460/3 460/3 460/3 SHORT CIRCUIT INTERUPT CAPACITY 22,000 AMPS 22,000 AMPS • 22,000 AMPS COMPRESSOR RIA 25A PER COMPRESSOR 25A PER COMPRESSOR 25A PER COMPRESSOR CHILLER SINGLE POINT POWER YES. PER 5, 30TON MODULES YES. PER 5, 30TON MODULES YES. PER 5, 3OTON MODULES CHILLER MCA (FOR 10, 30TON MODULES) 2 CO 292 AMPS 2 @ 292 AMPS 2 0 292 AMPS CHILLER MOP (FOR 10, 3OTON MODULES) 2 @ 350 2 © 350 2 0 350 kW/TON 0 ART CONDfONS 1.05 1.05 1.05 FACTORY MOUNTED STARTER YES YES YES MIN FULL LOAD CHILLER PERFORMANCE (PER ARI 550 /590) 3.37 COP 3.37 COP 3.37 COP MIN INEGRATED PART LOAD VALUE (IPLV PER ARI 550/590) 18.8 IPLV 18.8 IPLV 18.8 1PLV EVAPORATOR CONDUONS(EWT/LWF) 51/40T 51/40'F 51/40'F EVAPORATOR GPM 621 GPM 621 GPM 621 GPM TYPE OF REFRIGERANT R -407c R -407c R -407c ASSEMBLY LENGTH X WIDTH X HEIGHT (NOT INCL BASE) 364 "x72 "x78" 364 "x72 "x78" 364 x72 "x78" UNIT OPERATING WEIGHT 20,000 LBS PER 10, 30TON MODULES 20,000 LBS PER 10, 3OTON MODULES 20,000 LBS PER 10, 30TON MODULES UNIT DISCONNECT BY ELEC BY ELEC BY ELEC V1CTAUUC PIPE CONNECTIONS YES -YES YES NOISE CRITERIA MAXIMUM DB LEVEL 30 FEET FROM CHILLER 76.5 76.5 76.5 ROOFTOP CHW PUMP SCHEDULE TAG # CHP -52A, -52B (EXISTING) CHP -52C, -52D QUANTITY 2 2 BASIS OF DESIGN B &G VSH B&G VSH MODEL NUMBER 6x8x13 -1/2 6x8x13 -1/2 SERVICE CHILLED WATER CHILLED WATER LOCATION . OUTDOOR OUTDOOR FLOW 1260 GPM 1260 GPM FT. TOTAL HEAD 60 60 MOTOR RPM 1750 1750 MAX FLUID PRESSURE PS1G 175 PSI 175 PSI % PROPYLENE GLYCOL IN FLUID 20% 20% MOTOR HP 25 25 MOTOR BRAKE HP 22.5 22.5 MOTOR TYPE TEFC W/ DRIP CAP TEFC W/ DRIP CAP VOLTAGE /PHASE 460/3 460/3 MOTOR EFFICIENCY PER WSEC PER WSEC VFD NO NO STARTER, DISCONNECT BY ELEC BY ELEC WEIGHT 2200 2200 PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM TEMP RANGE THERMAL COND. MEAN RATING TEMPERATURE INSULATION MATERIAL INSULATION THICKNESS BY PIPE SIZE INSUL. RUNOUTS TO 2' (2) ?AND LESS 1 114' TO 2' 2 1/2' TO 4" 5' TO 6' OVER 6' HANGERS NON- POTABLE COLD WATER ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 1, 2, & 3 NON - POTABLE HOT WATER >105 0.24 -0.28 100 FIBERGLASS 0.5 1.0 N/A 1.0 N/A 1.5 3.0 1.5 3.0 1.5 3.0 NOTES 1, 2, & 3 NOTES 1, 2, & 3 GENERATOR EXHAUST TO 1,100 DEG F 0.55 700 CAL -SIL 11 /A CONDENSATE DRAINS ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 1, 2, & 3 NOTES. 1 FOR HOT & COLD PIPING LARGER THAN 2 ", UT1UZE RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 2 COLD PIPES 2" AND SMALLER: UTILIZE RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (1.E.ROOFTOP PIPING). PVC JACKET Wm1 RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON AU.. EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (LE. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESIDENCY -METAL JACKETS DENT. REVtcwEu FOR CODE COMPLIANCE SEF (. rjjr City if Tukwila II IvIRION DUCTWORK SPECIFICATION Duct system or Section SMACNA Pressure & 0 Seal Classes Dimensions (Inside, overall) Materials (duct, lining) Fittings (shop built) Purchased fittings (dampers, louvers) Insulation Cndoor, outdoor) Seismic (besides normal hangers) Testing requirement (field testing) HVAC Supply medium pressure (From AHUs) SMACNA +2" pressure, seal class A Inside clear dimensions shown. Overall, allow 4" add'I for flanges on rect- angular. Unlined galvanized duct, see submittal for gauge and reinforcement. Rectangular to have TDF connections, round may be spiral. Flex: 4' max. length, Thermaflex GKM or equal Square comer w/ inserts or 5 -gore elbows, centerline radius of 1.5e Conical tees for bidirectional flow. . 1 -1/2 Hr fire dampers per UL555S 110V N.C. operator outside duct Indoor. R -3.3 Rigid attachment to structure none required HVAC Retum /Exhaust medium pressure (Inlet to AHUs/ Fans) SMACNA +2" pressure, seal class A Inside clear dimensions shown, also OD for round. Overall, allow 4" add'l for flanges on rectangular. Galvanized duct, 1" Ming only where indicated on plans. See submittal for gauge and reinforcement. Rectangular to have TDFconnections, round may be spiral Square comer w/ inserts or 5 -gore elbows, centerline radius of 1.5e Conical tees for bidirectional flow. 1 -1/2 Hr fire dampers per UL555S 110V N.C. operator outside duct Indoor R -3.3 Rigid attachment to structure none required NOTES: 1. Provide 3 feet minimum of flex duct wherever flex duct is used to connect a diffuser to the ductwork. 2. If these plans conflict with architectural plans for diffuser placement, use the architect's placement if space allows. 3. Fiberglass duct liner is not to be used. 4. Provide and coordinate all access doors necessary to maintain, adjust and test HVAC components above the ceiling. HVAC PIPING SPECIFICATIONS SERVICE ID SERVICE DESCRIPTION LOCATION / AREA DESIGN PRESSURE (PSIG) SIZE MATERIAL CONNECTION TYPE & FITTINGS FLANGES, UNIONS & CPLGS FLEX CONNECTIONS EXPANSION JOI , ISOLATION VALVE TYPE ISOLATION VALVE ACTUAL MFR & MODEL CHECK VALVE ACTUAL MFR & MODEL BALANCE VALVE MFR & MODEL PUMP THROTTLING VALVE STRAINERS ACTUAL MODEL PRESSURE GAUGES ACTUAL MODEL TEMPERATURE GAUGES ACTUAL MODEL TEST PROCEDURE NOTE: ISOLATE ALL EQUIPMENT PRIOR TO TESTING TEST PRESSURE (PSIG) (3) . INSULATION CATEGORY SEISMIC BRACING IMPORTANCE FACTOR REMARKS MEDIA MINIMUM TEST PRESSURE MAXIMUM TEST PRESSURE MINIMUM DURATION CHS & R CHILLED WATER SUPPLY &RETURN ALL 125 " 2* AND SMALLER • COPPER TUBE TYPE L OR CARBON STEEL PIPE A53B ERW STANDARD WEIGHT 95 -5 SOLDER (CU) THREADED • (STEEL) G x C UNION (CU) Elkhart WROT 102 M.I. UNION (STEEL) Anvil Fig. 463 Class 150 300 psi WOG UNISOURCE UPCB (CU) UNISOURCE UPCS (STEEL) UNISOURCE EC- BALL Nibco T- 585 -70 threaded, S- 58507( Soldered End Nibco T -413 -Y or S -413 -Y Soldered end Victaulic Series TA Series 0.5 M 200 psi WOG Trerice Model #450 B Trerice Model BX9 -1 Thermometer WATER 150% OF DESIGN PRESSURE, NOT LESS THAN 100 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 15 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS CHILLED WATER 40 -55 1,5 CHS & R CHILLED WATER SUPPLY & RETURN ALL 125 2-1/2" AND LARGER CARBON STEEL. PIPE A539 ERW STAN ®ARDHT BUTTWELD OR GROOVED 150# WELD NECK FLANGE, GROOVED FLANGE OR COUPLING UNISOURCE UPCS -FLG GRUVLOK SV21 . UNISOURCE SERIES CF BUTTERFLY Nibco WD /U? -2000 Series Victaulic Series 300 BFV . Nibco F -918 -B Flanged, Victaulic Series 716 Check Valve Victaulic Series TA Series DEZURIK PTV PLUG VA. MUELLER 758 or MUELLER 165 200 psi WOG (2" to 12'� 150 psi WOG (14" to 24") Trerice Model X450 B Trerice Model BX9 -1 Thermometer WATER 150% OF DESIGN PRESSURE, NOT LESS THAN 100 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD . NOT LESS THAN 15 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS , CHILLED WATER 40 -55 1.5 COND CONDENSATE DRAIN (INDIRECT WASTE) ALL 5 ALL COPPER TUBE TYPE L 95 -5 SOLDER C x C UNION Elkhart WROT N N/A N/A BALL Nibco T- 585 -70 threaded, S- 58507( Soldered End • Nibco T -413 -Y or S -413 -Y Soldered end NA N/A N/A N/A WATER FILL SYSTEM FROM LOWEST TO HIGHEST POINT NA VISUAL INSPECTION WITH NO LEAKS COIL COND ALL 1.5 AIR MAY BE USED FOR TESTING, BUT ONLY WITH AN APPROVED EQUIVALENT LOW- PRESSURE AIR TEST NPCW NON- POTABLE COLD WATER ALL 125 " 2 AND SMALLER COPPER TUBE TYPE L 95 -5 SOLDER C x C UNION Elkhart WROT 102 UNISOURCE UPCB BRONZE CONN UNISOURCE EC-FFS BALL Nibco T- 585 -70 Threaded, 5- 58507(' Soldered End Nibco T -413 -Y or 5- 413 -Y Soldered end . NA N/A Trerice Model 450 B Trerice Model BX9 -1 Thermometer WATER 100% OF OPERATING PRESSURE MAX . ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD 24 HOUR VISUAL INSPECTION WITH NO LEAKS NON - POTABLE COLD ALL 1.5 NPCW NON- POTABLE COLD WATER �- 125 2-1/2 TO 4 COPPER TUBE TYPE L GROOVED Gruvlok Couplings and Flange Adopters Gruviok SF21 -GG UNISOURCE SERIES Cr BUTTERFLY Nibco WD /LD -2000 W /LOCKING LEVER Nibco F -918 -8 Flanged Armstrong circuit setter N/A Trerice Model 1450 B Trerice Model BX9 -1 Thermometer WATER 100% OF OPERATING PRESSURE MAX • ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD 24 HOUR VISUAL INSPECTION WITH NO LEAKS NON- POTABLE COLD ALL 1'S PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM TEMP RANGE THERMAL COND. MEAN RAT. TEMP. INSULATION MATERIAL INSULATION THICKNESS BY PIPE SIZE INSUL. HANGERS RUNOUTS TO 2' (2) 1' AND LESS 1114' TO 2° 1 2 1/2' TO 4' 5' TO 6' OVER 6' NON - POTABLE COLD ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 4, 5 CHILLED WATER . 40 -55 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.75 1.0 1.0 1.0 NOTES 4, 5 COIL CONDENSATE ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 1 0.5 0.5 0.5 NOTES 4, 5 NOTES 1 HOT AND COLD PIPES LARGER THAN 2 ": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 2 COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SIUCATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (LE. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY -METAL JACKETS DENT. fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 -331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11• 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGE!T 35922 03/26/10 AS SHOWN HVAC SCHEDULES AND SPECIFICATIONS SHEET NUMBER: M7.1 ior 12x12 2 "SL — ABBREVIATIONS • PIPING IDENTIFICATION GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND CONN CONSTR CONTR CTL ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BR>T1SH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER UNE CEIUNG CUBIC FEET PER MINUTE CEIUNG CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DET DETAIL DIA DIAMETER DIAL DIAGONAL DIM DIMENSION DISCH DISCHARGE DIV DMSION DN DOWN DS DISCONNECT SWITCH; DOOR SWITCH DWDI DOUBLE WIDTH, DOUBLE INLET DWG DRAWING., . DWV DRAIN, WASTE; VENT (E) EXISTING EA EACH EC ELECTRICAL CONTACTOR; END CAP EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION EP ELECTRICAL PANEL; END PLUG EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE EXH EXHAUST EXIST EXISTING (F) FUTURE F FAHRENHEIT FA FIRE ALARM FCO FLOOR CLEANOUT FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION . FIG FIGURE FIN FINISH FIO FURNISHED AND INSTALLED BY OWNER FLEX FLEXIBLE FIG FLANGE FIR FLOOR FO FUEL OIL FP FIRE PROTECTION FPM FEET PER MINUTE FT FOOT; FEET FTG FOOTING FURN FURNISH GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GPM • GALLONS PER MINUTE GWB GYPSUM WALL BOARD H HIGH f HP HORSEPOWER; HIGH PRESSURE HR HEATING RETURN HS HEATING SUPPLY HTG HEATING HTR HEATER ID INSIDE DIAMETER /DIMENSION LAB LABORATORY LF LINEAL FOOT MAU MAKE —UP AIR UNIT MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR MED MEDIUM MEZZ MEZZANINE MFR MANUFACTURER MU MANHOLE MIN MINIMUM; MINUTE(S) MISC MISCELLANEOUS MID MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NO NORMALLY OPEN;`' NUMBER' NOM NOMINAL NTS NOT TO SCALE OA OVERALL OC ON CENTER. OD OUTSIDE DIAMETER OVHD OVERHEAD P0C POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY R RAD REQD RPM SECT SF SIM SPEC SQ STD STRUC x QUANTITY RELOCATED RADIUS REQUIRED REVOLUTIONS PER MINUTE SECTION SQUARE FOOT SIMILAR SPECIFICATION ` SQUARE STANDARD STRUCTURAL TBD TOC TOS TYP TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VER VERIFY VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE VI w/0 WITH HVAC AC ACT AHU BDD BOD CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU GRD HC HR HVAC LAT LD MC MECH MOD MUA OA OBD RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP UH WB WC WG AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOUNG TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRILLE, REGISTER, DIFFUSER HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LEAVING AIR TEMPERATURE UNEAR DIFFUSER MECHANICAL CONTRACTOR MECHANICAL MOTOR OPERATED DAMPER; MODULATING MAKE UP AIR OVERALL; OUTSIDE AIR OPPOSED BLADE DAMPER RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEIUNG PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND UNED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN CO CLEAN OUT; CARBON MONOXIDE DCW DOMESTIC COLD WATER DIN DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DSP DRY STANDPIPE EWC ELECTRICAL WATER COOLER FD FLOOR DRAIN IE INVERT ELEVATION IN WC INCHES WATER COLUMN IW IONIZED WATER; INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF w WASTE WC WATER CLOSET WH WATER HEATER WSP WET STANDPIPE PIPING BP BACKFLOW PREVENTER CD CONDENSATE DRAIN CHW CHILLED WATER CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CT CONICAL TEE EWT FHV LWT TOP ENTERING WATER TEMPERATURE FIRE HOSE VALVE LEAVING WATER TEMPERATURE TOP OF PIPE HVAC A COND —CDR - CDS CHS —CHR- G —HR— HS RL R5 PLUMBING ST GRW GAW ID IRR NP ORL Pw PSD RWL RWL SD --SS- - ----UD V W w FIRE PROTECTION DSP. FDC FP FW WSP PIPING FITTINGS ItI Ftt 0 D x I+ I$I 1t1 VALVES 1'0J PIPING ACCESSORIES 4,AV 4KV Q Q RPBP I Y 0 A COND CDR CDS CHS CHR HR HS RL RS ST CW GRW GAW HW HWC ID IRR NPCW ORL PW PSD RWL RWL SD SS UD V w DSP FDC FP FW WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT UQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON — POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PIPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION RANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45' ELBOW 45' ELBOW 90' ELBOW 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 —WAY VALVE MOTORIZED 3 —WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 —WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 —WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES { J rA1 LJ AD 1202 SL R DUCTWORK RECTANGULAR DUCT X SUPPLY AIR DUCT TURNING UP OR TOWARD BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEIUNG APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSMON TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS — SEE SCHEDULE FOR TYPE RECTANGULAR DUCT RECTANGULAR DUCT RECTANGULAR DUCT 1/ L SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS THERMOSTAT SENSOR CO CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT — WALL MOUNTED GRILLE/REGISTER/DIFFUSER DOUBLE LINE 4— X 1 x 1 CEIUNG SUPPLY AIR DIFFUSER —i CEIUNG SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEIUNG RETURN, EXHAUST OR TRANSFER AIR GRILLE UNEAR DIFFUSER (CEIUNG) LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) HVAC - ANNOTATION VAV BOX TAG 1 -23 S C8 09 —A 000 000 FLOOR 1 — DISCRETE BOX I . SEE BELOW PRIMARY CFM FAN CFM S— C8 -09 —A 111 DUCT WORK ACOUSTICAL ACCESSORIES (IF REQ'D) KW OF AUX. HEAT. VAV BOX SIZE; SEE SCHED. { PARIALLLELAFANOPOWEERREDOBOXS )(P) 0 ROUND DUCT SYMBOL $ FLAT OVAL DUCT SYMBOL EQUIPMENT TAG EF -2 -1 CONSECUTIVE EQUIP. # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG DT5 -61- IZ CFM E EACH II S TYPE CODE EQUIPMENT TAG LD5 /3 -300 CFM EACH LINEAR DIFFUSER GRILLE l I-- ACTIVE LENGTH IN FT, TOTAL LENGTH IN FT. TYPE CODE LOUVER TAG 1 -1 LOUVER TAG 1 CONSECUTIVE LOUVER #. FLOOR LOCATED FACADE DESIGNATION LEGAL DESCRIPTION GENERAL INFORMATION SYMBOLS XxxXxxxxxXXX X X REVIEWED FOR CODE COMPLIANCE AP SEP 2 2 2010 City of Tukwila BUILDING DIVISION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOV'T LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. LOCATION / SITE MAP 0 NEW MECHANICAL WORK FUTURE 11 SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER — DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD — DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION MATCHUNE PLUMBING FIXTURE CALL —OUT (SEE PLUMBING SCHEDULES) KEY NOTE POINT OF CONNECTION POINT OF DEMOLITION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) MOTOR GENERAL NOTES 1. VERIFY LOCATIONS AND DIMENSIONS OF AU. EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 — GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDI11ONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8.' ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14 -5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDMONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. OR AS ATTACHED. DRAWING INDEX SHEET NUMBER SHEET TITLE M PO.0 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS N( P2.1 PLUMBING 1ST FLOOR PLAN R12 PLWABING 2H 11-v oR -PLAN M P3.1 PLUMBING ENLARGED 1ST FLOOR PLAN ' •"•I a, •, so NI • • • • I " • • • W. MP6.0 PLUMBING DIAGRAMS AND DETAILS M P7.0 PLUMBING SCHEDULES cm( EC 1011 ), SCP 2 0 2010 PERMIT CENTER For Th ins r ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 • REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DMSION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: DRAWINGS INDEX, SYMBOLS AND ABBREVIATIONS SHEET NUMBER: M P0. X 0 . ® U ® ® 0 uutd mint .X.V Fir --0 REVIEWED FQR OMPLIA CE nflvEk 2 2010 City of Tukwila BUILDING DIVISION IIIi�Imuli' WHOM NC QTY imArt 1 -1/2" FOS /FOR B11i1191111 ;1 O • PHA. :E 2 .I ® G2) •:1 1 � G) F+' ( J \..114J 1 PLUMBING 1ST FLOOR PLAN SCALE: 1/32" = 1' -0" D 0 0 0 KEY NOTES 0 ISOLATE AND TEST EXISTING DOUBLE WALLED PIPE BETWEEN TANK AND POC. 20 INSTALL FUEL OIL PUMP FROM BUILDING STORAGE. CONNECT TO EXISTING FUEL OIL SUPPLY PIPE. CONNECT FUEL OIL RETURN PIPE TO TANK. 03 CONNECT NEW FUEL OIL SUPPLY AND RETURN PIPE TO EXISTING. 40 TWO FOS AND TWO FOR PIPES IN EXISTING TRENCH TO DAYTANK. 05 EXISTING LEAK DETECTION AT LOW POINT IN TRENCH. SHEET NOTES 1. ALL FUEL OIL PIPING LOW POINTS SHALL HAVE SUMP WITH LEAK DETECTOR. 2. COORDINATE ALL WORK WITH PRE — PURCHASED EMERGENCY GENERATOR. 3. DAY TANK SHALL BE INSTALLED BY CONTRACTOR FOR EACH GENERATOR. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS INCLUDING VALVES, GAGES, FLEX CONNECTIONS AND FITTINGS AS INDICATED, SHOWN, OR REQUIRED. 4. ALL CONTROL AND POWER WIRING SHALL BE IN RIGID CONDUIT. RECEIVED CITY OF TUKWILA SEP 2 0 2010 PERMIT CENTER '3a* 'L'r:i.i.^. -x":77 �i + <' °L"Mek +? :;4O+NtK'174T�'!in�$�!!aYA, fe Of Your building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 972Z3 503- 331 -0234 www.mckinstry.com PROJECT: SABEYDATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 '.t"tYNia} 4i'a o4 f tY;,`.' 44 .r ^•"..'ytatiin45 ' i'ua ui 1 t REGISTRATION: •t' ? 414114t,'',.'10.1.44 _k ri #, w' , d fr''S 14144WAMIll REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: 4551614444414QPI MbahrtlicAL. Pleklh 1ST FLOOR PLAN SHEET NUMBER: i A 1P i AHU -52B2 AHU -52A3 11 SEE MECHANICAL DRAWINGS BELOW SLAB ABOVE BELOW / • 1 ,_ `r 'riri'iiNV- 10;'•:• ••r e•C'aarre' AHU -52D3 AHU-52C3 SEE MECHANICAL DRAWINGS {re ABOVE BELOW sms t. FEAT TRACE QABLE ._ OP , • I , V a • �, • • • • �..•. . . . . .ririri� •r •� r r w � •� � • • •• • • ••ir.r.•...v1 • ••i !, 2 "PW CUT, PATCH & MATCH EXISTING FLOOR, TYPICAL 3/4 "NPCW FOR FUTURE r - - SP -01 1 SEE e. ►• • III t : c, i' �i !' 0/ 0 ,; ' C. � ; (2 EACH) HEAT TRACE PROVIDE MOISTURE SENSOR CABLE AROUND SUMP PUMP BASIN POC TO EXISTING HB -3 3 /4 "CW —DROP 3/4"CW P 3 /4 "CW LOCATE & CONNECT TO EXISTING VENT RISER ►�i!ii ( 11 *► ,• * *,•f II= /1 .+.� -* 14 ►•I�i ►.'i4�I y4.•- ill;Lop::: 1 tfr4:4.44 2 "4: 7 :4) it .^. . .40.:444 .44 P.0 A4; A"� t "� ; um al wow ►r ,110: ' ❖:•4' ►O'f0► ►. ,*,<f.w�riY.•rov.r. :01".•,11,14,24w. vfIPA•r1i.� ....V.V.4mic1;t.�.m.va�vrmmy. v� �•-.v .•�. ►•.•••i f.4Pi�ir4 iii•+4i i�."4i444v iris M i4•• +4i i•i i *•vi-•-•.i4.i.i•4 •••i.i f i i i •••44 �4411f 41.44.•,•••• w •�4� •i•••••••••,y44�1��+►�.y' 441.••• 4144 N4.4. • *4 0 110 44 44 44 �41VI •�. .44.1; ►�41 ' •.• ■4,14 ;t .444QG..b rt4 •14.4.,;T...•d • 1 .�- ∎ 4 ter.! 1..� r ..•� b....: v, RUN FUEL OIL PIPE EXPOSED AT FLOOR FROM TRENCH TO GENERATOR P.O.C. HEAT TRACE CONTROLLER e. • i„ ►, ►, t. t. !• !. • t. it. e. • GENERATOR ROOM 1 108 APPROX 160 FT HEAT TRACING 5 WIT, 1200 WATTS CAP E TING CW HEAT TRACE CABLE 1"NPCW UP 1 -1/2' FOSVFOR 1 SEE 2/P6.0 FUEL TANK PIPING DIAGRAM 1 T PLUMBING ENLARGED 1ST FLOOR PLAN • SCALE: 1/8' = 0 4` 8' 16' PW �i ir.� •ice r ••ice • VIre•e•Mrir.•eir •.n r.r.•.r.r r.• 1%.,..rri r r.I• eir.r.ri •MIN re•P r.r.rir. .rt sir r.r r r.r r.r rrik 'Weer. r.•.r. SWITCH GEAR 155 PVd La 0 REVIEWED FOR CODE COMPLIANCE AP ROVED SEP 2 2 2010 City of Tukwila 1 BUILDING DIVISION RECEIVED CITY OF TUKWILA SFP 2 0 2010 PERMIT CENTER PROJECT: •fe 01 Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 -331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 5ZCENT'L PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION 41.0 " i;Ar , ,;14.A '.d ,A•ip2 REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION , ,t• vsw v:..m tor„ . it.ro q% „ McKINSTRY DMSION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN ENLARGED 1ST FLOOR PLAN SHEET NUMBER: 3..1 ,W71x1 .i 1 .r - • OVERSIZE CORE DRILL SLAB TO FIT DRAIN CLAMPING RING W/ SPACE FOR SEAL do GROUT INSULATE FIRST (5) FEET OF DRAIN PIPING NON- SHRINK GROUT FLOOR SEALANT FUNNEL WHEN NOTED )RAIN BODY R SINK CORE DRILL SLAB TO FIT DRAIN BODY \-SHEET METAL PAN W/ 2" TURNUP SEALED EDGES FLOOR DRAIN DETAIL 4 SCALE: NOT TO SCALE NORMAL FLOW EACH GENERATOR IS SERVED BY RS DEDICATED DAY TANK. �DT-1 I-- -4- - FOR - --I i- -- - � j NC t I NC - J I i)li 0 i N ii 0 1 LI)- 1 w .1. GEN. 1 GEN. 2 L 1 DT-2 1 EMERGENCY FLOW EITHER DAY TANK CAN PROVIDE FUEL FOR EITHER (OR BOTH) GENERATOR(S). FAILURE OF DAY TANK 11 SHOWN. INTERCONNECTED DAY TANK PIPING DIAGRAM NOT TO SCALE CONNECT TO EXPANSION TANK PIPING ISOLATION VALVE (TYP) FILL STATION ON WALL OF ROOM EMERGENCY FILL SOLENOID VALVE NORMAL FILL SOLENOID VALVE TO FUEL OIL RETURN 1"FOS itI NOio r0 NC BYPASS VALVE NC ro NC 1 "BYPASS i FUEL OIL SUPPLY LEAK DETECTOR FUEL OIL OVERFLOW LEVEL CONTROLLER PRIMARY TANK EMERGENCY VENT FAST FILL LINE L J SYSTEM FILL ASSEMBLY DIAGRAM - FOR REFERENCE ONLY - SCALE: NOT TO SCALE MOISTURE SENSING CABLE COORDINATE W/ CONTROLS SUBCONTRACTOR LIZ- DISCHARGE PIPE CONTROLLER MID ON STRUT FRAME SECURED TO THE FLOOR FINISH FLOOR • r VENT PIPE • • • WIRING TO CONTROL PANEL (BY ELEC. CONTRACTOR) GATE VALVE, TYP. CHECK VALVE, TYP. COATED STEEL COVER GROUT WATER TIGHT • IIf�^ SUMP INLET" PUMP DISCHARGE SUMP PUMP 0 POLY BASIN 6" kak NOTES; 0 MINIMUM 4" COMPACTED SUB -BASE, SEE MANUF. REQIUREMENTS. Q MINIMUM 4" BACKFILL MATERIAL SEE MANUF. REQIUREMENTS. • PUMP CYCLE DEPTH VARIES. O BASIN DEPTH 48" X 36" DIAMETER. 10" 0 1 -1/2" NOa,,, LD NORMAL VENT CV FUEL 011 OVERFLOW PUMP (SEE NOTE) PRESSURE RELIEF VALVE SECONDARY TANK EMERGENCY VENT r L W I, OW HIGH LEVEL ALARM 11 1 OVERFLOW PUMP ON 11 4 FUEL PUMP OFF +Fua PUMP ON rp LOW LEVEL ALARM 11 ASV — GENERATOR FUEL SUPPLY ANTISIPHON VALVE FIRE SAFETY VALVE OS FUEL PURIFIER (TYP) — FOR --Ib OR LG LEVEL GAUGE NOTE ONE RETURN PUMP PER DAYTANK. SEE SCHEDULE, SHEET P7.0 (FOP 5202 -A & FOP 5202 -B) 1 GEN. SET �J RUPTURE BASIN DIP TUBE (TYP) DOUBLE POPPET FOOT VALVE (1YP) z DAY TANK PIPING DIAGRAM (TYP. EACH GEN. SET) HIBH-WA ALARM LEVEL PUMP 0th (STAND BY) PUMP 0 PUMP 0 NOT TO SCALE DUPLEX SUBMERSIBLE SUMP PUMPS DETAIL- FOR REFERENCE ONLY SCALE: NOT TO SCALE DAY TANK WILL INCLUDE: 1 FOR INTERCONNECTED DAY TANK PIPING ARRANGEMENTS, SEE FUEL 011 SYSTEM OPERATION NOTES: • LEAK DETECTION SENSOR FOR CONTAINMENT • FLOAT SWITCH - TWO 4 -LEVEL FLOAT SWITCH WITH BRASS STEM AND LOCKING RINGS. • LOW LEVEL - 45% FULL • SUPPLY PUMP ON - 50% FULL • SUPPLY PUMP OFF - B5% FULL • HIGH LEVEL ALARM / RETURN PUMP ON - 95% FULL • FUEL LEVEL GUAGE - FRACTIONAL LEVEL INDICATION. • CONTROL PANEL (SHIPPED LOOSE; PROVIDED BY TANK MFR) SYSTEM REQUIREMENTS: 208 / 1 PH, 60 HZ. AS FUEL IS CONSUMED FROM THE DAY TANK, THE "SUPPLY PUMP ON" FLOAT WILL MAKE ON DROP, AUTOMATICALLY ENGAGING A SUPPLY PUMP. THE SUPPLY PUMP WILL REMAIN ENGAGED, FIUNG THE DAY TANK UNTIL THE "PUMPS OFF" FLOAT BRAKES ON RISE. SUPPLY PUMPS WILL AUTOMATICALLY ALTERNATE EACH TIME THE TANK CALLS FOR FUEL IF THE PRIMARY SUPPLY PUMP FAILS TO START ON A CALL FOR FUEL, THE LAG PUMP WILL COME ON AND THE SYSTEM WILL DISPLAY A "SUPPLY PUMP FAILURE" ALARM CoNDmoN. IF THE FUEL SHOULD EVER REACH A LOW CONDmON, THE LOW LEVEL FLOAT SWITCH WELL MAKE ON DROP. THE SYSTEM WILL DISPLAY A "LOW LEVEL" ALARM CONDTION AND SOUND THE PANEL MOUNTED ALARM BUZZER. IF THE FUEL SHOULD EVER EMPTY INTO A "FULL" TANK BEYOND THE PUMP OFF FLOAT, THE HIGH LEVEL FLOAT SWITCH WILL MAKE ON RISE. THE SYSTEM WILL DISPLAY A "HIGH LEVEL" ALARM CONDITION, SOUND THE PANEL MOUNTED ALARM BUZZER AND THE RETURN PUMP WILL ENGAGE. THE RETURN PUMP WILL REMAIN ENGAGED UNTIL THE "PUMP OFF" FLOAT MAKES ON DROP. IF LEAK DETECTOR SENSOR SWITCH MAKES, THE SYSTEM WILL DISPLAY A "DAYTANK BASIN LEAK DETECTED" ALARM CONDmON AND SOUND THE PANEL MOUNTED ALARM BUZZER. THE SUPPLY PUMPS WILL BE LOCKED OUT IF THE SYSTEM RECEIVES A LEAK DETECTED, OR A HIGH LEVEL OR LOW LEVEL SIGNAL UNTIL THE ALARM IS CLEARED AND THE SYSTEM IS RESET. REVIEWED FOR CODE COMPLIANCE i p: wwarfl SEP 22 2 1J City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL.A SEP 2 0 2010 PERMIT CENTER fn Of Your Bunging SEATTLE 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 v,ww.mckinstry.com • PROJECT: SABE$DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: 1, r 5 of `Aar "a n'l . •: e kFf k l�Df ;'t: ', n "? REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION ,. ka- „� 4 .I�;�:. .i.. t.. a 1' AI, �Q�iS ";R4�11:SAi4'�AN'R'F`H�'�+ t McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN S M TITLE• I LkL 11rI 1 1 DIAGRAMS AND DETAILS SHEET NUMBER: DAY TANK SCHEDULE TAG # DT -52 -1 (EXISTING) DT -52 -2 (EXISTING) DT -52 -3 DT -52 -4 QUANTITY 1 1 1 1 BASIS OF DESIGN ACE TANK ACE TANK ACE TANK ACE TANK MODEL NUMBER AC00280U2R1 AC00280U2R2 AC00280U2R2 AC00280U2R2 SERVICE FUEL OIL FUEL OIL FUEL OIL FUEL OIL LOCATION GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM CAPACITY 280 GALLONS 280 GALLONS 280 GALLONS 280 GALLONS WEIGHT (EMPTY) 625 LBS 625 LBS 625 LBS 625 LBS FUEL OIL PUMP SCHEDULE TAG # FOP- 52 -A1, FOP -52 -B1 (EXISTING) FOP- 52 -C1, FOP -52 -D1 QUANTITY 2 2 BASIS OF DESIGN RED JACKET RED JACKET MODEL NUMBER P75S1 P75S1 SERVICE FUEL 011 FUEL OIL LOCATION MAIN FUEL OIL TANK MAIN FUEL OIL TANK FLOW 40 GPM 40 GPM FT. TOTAL HEAD 60 60 MAX FLUID PRESSURE PSIG YES (NOT UPS) E —POWER GPM % GLYCOL IN FLUID NONE NONE MOTOR HP 3/4 3/4 MOTOR BRAKE HP NA NA MOTOR TYPE NA NA VOLTAGE /PHASE 208/230 1PH 208/230 1PH MOTOR EFFICIENCY PER WSEC PER WSEC VFD NO NO STARTER, DISCONNECT BY ELEC BY ELEC NOTE: MAIN FUEL OIL TANK PUMPS ARE EXISTING IN BUILDING STORES; DAYTANK PUMPS ARE NEW. SUMP PUMP (FOR REFERENCE ONLY) TAG # SP -52 -1 (EXISTING) LOCATION . UPS ROOM MANUFACTURER WEIL MODEL 1413 STYLE DUPLEX ALTERNATING — SUMP SERVICE SANITARY SUMP GPM 25 GPM HEAD PRESSURE (FT. HD) 30 FT HD DISCHARGE 2" MOTOR HP 1 HP RPM 1,750 RPM VOLTAGE / PHASE 460V / 3 PH GENERATOR POWER YES (NOT UPS) E —POWER GPM 175 GPM E —POWER BHP 15 HP STARTER BY MFR DISCONNECT BY MFR MOTOR EFFICIENCY PER SEC CONTROL MOISTURE SENSOR & TEMP LIMITER SUMP COVER COATED STEEL WEIGHT 85 LBS PLUMBING FIXTURE SCHEDULE ITEM MODEL CONNECTION cw HW W V RWL ORL FD -1 FLOOR DRAIN MECHANICAL ROOM FIXTURE: TRAP PRIMER: ZURN —ZN- 415 —(SIZE PER PLAN) NL -7I, TYPE "!" STRAINSER WITH RAISED LID . AS REQUIRED BY CODE 1/2** — SEE PLAN 2 — — RPBP -52 -1 REDUCED PRESSURE BACKFLOW PREVENTOR FIXTURE: 1 WILKENS 1" MODEL NO. 375 SERIES SEE PLAN MEDIA MINIMUM TEST MAXIMUM TEST PRESSURE MINIMUM DURATION ALL PRV -1 PRESSURE REDUCING VALVE AT CHILLED WATER FILL ASSBLY THE ABOVE DATA SHALL NOT BE USED FOR ELECTRICAL,STRUCTURAL OR ARCHITECTURAL COORDINATION. USE ONLY APPROVED MANUFACTURER'S SUBMITTAL DATA ONLY. * , MINIMUM AS INDICATED * *- TRAP PRIMER ONLY \-- REVIEVVED FOR CODE C ��V� APB L3 SEP 2 2 2010 City of Tukwila BUILDING DIVISION HVAC PIPING SPECIFICATIONS , PIPING SYSTEM TEMP RANGE SERVICE ID SERVICE DESCRIPTION _OCATION / AREA DESIGN PRESSURE (PSIG) SIZE MATERIAL CONNECTION TYPE & FITTINGS , UNIONS & FLANGES, CPLGS FLEX CONNECTIONS FLEX EXPANSION JOINTS ISOLATION VALVE TYPE ISOLATION VALVE ACTUAL MFR & MODEL CHECK VALVE ACTUAL MFR &BALANCE MODEL VALVE ACTUAL MFR & MODEL STRAINERS MODEL PRESSURE GAUGES ACTUAL MODEL TEMPERATURE GAUGES ACTUAL MODEL TEST PROCEDURE NOTE: ISOLATE ALL EQUIPMENT PRIOR TO TESTING TEST PRESSURE (PSIG) [3] INSULATION CATEGORY SEISMIC BRACING IMPORTANCE FACTOR REMARKS MEDIA MINIMUM TEST MAXIMUM TEST PRESSURE MINIMUM DURATION ALL • 25 2* AND SMALLER. CARBON STEEL PIPE A53B ERW STANDARD WEIGHT SOCKETWELD WHERE CONCEALED OR INACCESSIBLE, THREADED ELSEWHERE M.I. UNION Anvil Fig, 463 Class 150 300 psi WOG INCLUDED IN FUEL PACKAGE SUBMITTAL 1.0 NOTES 4, 5 CGIL CONDENSATE ALL 0.23 -0.27 75 FIBERGLASS 0.5 WATER OR AIR WATER: 150% OF TOPER' PRESSURE AIR: 110% OF MAX, OPER. PRESSURE, NOT LESS THAN 5 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 10 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS 0.5 NOTES 4, 5 1.5 FOV FUEL OIL VENT 2 -1/2" AND LARGER BUTIWELD 150# WELD NECK FLANGE FOS & R FUEL OIL SUPPLY & RETURN ALL 125 2" AND SMALLER PVDF DOUBLE WALL PIPE SOCKETWELD WHERE CONCEALED OR INACCESSIBLE, THREADED ELSEWHERE M.I. UNION Anvil Fig. 463 Class 150 300 psi WOG INCLUDED IN FUEL PACKAGE SUBMITTAL WATER OR AIR WATER: 150% OF MA/LOPER. PRESSURE AIR: 110% OF MAX. OPER. PRESSURE, NOT LESS THAN 5 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90X OF YIELD NOT LESS THAN 10 MINUTES, LOWER TO DESIGN PRESSURE FOR. 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS . 1.5 2 -1/2" AND LARGER BURWELD 1501 WELD NECK FLANGE GENERATOR EXHAUST ALL 150 ALL CARBON STEEL PIPE A53B ERW • STANDARD WEIGHT BUTIWELD 1501 WELD NECK FLANGE PROVIDED BY OTHERS UNISOURCE SERIES CE N/A N/A N/A N/A GENERATOR EXHAUST TO 1100 1.5 GE( PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM TEMP RANGE THERMAL COND. MEAN RAT. TEMP. INSULATION MATERIAL INSULATION THICKNESS BY PIPE SIZE INSUL HANGERS RUNOUTS TO 2" (2) 1" AND LESS 1 114" TO 2" 2 1/2" TO 4" 5" TO 6" OVER 6" NON— POTABLE COLD ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 • NOTES 4, 5 CHILLED WATER 40 -55 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.75 1.0 1.0 1.0 NOTES 4, 5 CGIL CONDENSATE ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 4, 5 NOTES 1 HOT AND COLD- PIPES LARGER THAN 2 ": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHE/METAL SHIELD. 2 COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESIUENCY —METAL JACKETS DENT. r rry nF TUKKWILP► }:)02010 IHNIIT CENTER fe. Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com �`..•�.4 '. �y+, A;2i,*�t,r3�� „' ueiy� "• k�xJdj i!4i�S�.1 `��Qsbl% i�V�4 t, �'� "...�T,yt do i ?�tyi °'u F?: PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 {i#t%'tG`�,St'',�!t REGISTRATION: i' •DIY /,i • ; h iT : ;�' i4,.i7 REVISIONS: 04/02/10 PERMIT SET N0. DATE DESCRIPTION o :e 1:4e y�F, :3r4493 McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHE TITLE: ti Z04 (CAL. t 1ML-1 SCHEDULES SHEET NUMBER: 12x12 2 "SL - ABB REVIATIONS GENERAL AD ACCESS DOOR ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AG ABOVE GROUND AMP AMPERE ARCH ARCHITECT; ARCHITECTURAL AUTO AUTOMATIC AUX AUXILIARY BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND CONN CONSTR CONTR CTL DET DIA DIAG DIM DISCH DIV DN DS DWDI DWG DWV (EA EC EL ELEC ELEV EP EQUIP ESP EXH EXIST () FA FCO FDC FDN FIG FIN FIO FLEX FLG FLR FO FP FPM FT FTG FURN GA GALV GC GEN GPM GWB H HP HR HS HTG HTR ID LAB LF MAU MAX MBH MED MEZZ MFR MH MIN MISC MTD N/A NC NEG NIC NO NOM NTS OA OC OD OVHD POC PRELIM PSI PSIG BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER LINE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DIVISION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD HIGH HORSEPOWER; HIGH PRESSURE HEATING RETURN HEATING SUPPLY HEATING HEATER INSIDE DIAMETER /DIMENSION LABORATORY LINEAL FOOT MAKE -UP AIR UNIT MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QTY QUANTITY R RAD REQD RPM SECT SF SIM SPEC SQ STD STRUC x RELOCATED RADIUS REQUIRED REVOLUTIONS PER MINUTE SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD STRUCTURAL TBD TI TOC TOS TYP UG UNO VAV VD VER VFD VSD W/ W/0 HVAC AC ACT AHU BDD BOD CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FW TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WITH WITHOUT AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HR HVAC HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECHANICAL CONTRACTOR MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP UH WB WC WG RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN CO DCW DHW DHWC DSP EWC FD IE IN WC IW NPCW ORL PD PERF PLBG PRV CLEAN OUT; CARBON MONOXIDE DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRCULATION DRY STANDPIPE ELECTRICAL WATER COOLER FLOOR DRAIN INVERT ELEVATION INCHES WATER COLUMN IONIZED WATER; INDIRECT WASTE NON POTABLE COLD WATER OVERFLOW RAINWATER LEADER PLANTER DRAIN; PRESSURE DROP PERFORATED PLUMBING PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WH WATER HEATER WSP WET STANDPIPE PIPING BP CD CHW CHR CHS CT BACKFLOW PREVENTER CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV FIRE HOSE VALVE LWT LEAVING WATER TEMPERATURE TOP TOP OF PIPE PIPING IDENTIFICATION HVAC PLUMBING A COND -CDR - CDS CHS -CHR - G -HR- HS RL RS ST GRW GAW ID IRR NP ORL PW PSD RWL RWL SD - SS - UD -V- FIRE PROTECTION DSP FDC F _FW WSP PIPING FITTINGS I�I 1(31 Ftl 0 b I I } I+ it! 1±1 ItI VALVES D4 IO PIPING ACCESSORIES W 4,AV 4""V 51 Q RPBP Y 0 11- A COND CDR CDS CHS CHR G HR HS RL RS ST CW GRW GAW HW HWC ID IRR NPCW ORL PW PSD RWL RWL SD SS UD V W DSP FDC FP F FW WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON - POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE ARE SPRINKLER PIPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45' ELBOW 45' ELBOW 90' ELBOW 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 -WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES J AD AD 12x12 SL ID DUCTWORK RECTANGULAR DUCT X SUPPLY AIR DUCT TURNING UP OR TOWARD f BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY • / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE RECTANGULAR DUCT RECTANGULAR DUCT RECTANGULAR DUCT M SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS IN THERMOSTAT SENSOR CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT - WALL MOUNTED GRILLE /REGISTER/DIFFUSER DOUBLE LINE •-- X i x CEILING SUPPLY AIR DIFFUSER CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DIFFUSER (WALL) LOWER PLAN VIEW LOUVER (ELEVATION VIEW) HVAC - ANNOTATION VAV BOX TAG 1 -23 S- C8 -09 -A 000 000 S- C8 -09 -A DUCT WORK GENERAL INFORMATION SYMBOLS REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 Cil�lOf U 1l1 BUILDING ISION FLOOR 1 - DISCRETE BOX # SEE BELOW PRIMARY CFM FAN CFM ACOUSTICAL ACCESSORIES (IF REQ'D) KW OF AUX. HEAT. VAV BOX SIZE; SEE SCHED. SERIES FANOPOWERED BOXS)(P) 0 ROUND DUCT SYMBOL EQUIPMENT TAG EF -2 -1 FLAT OVAL DUCT SYMBOL EQUIPMENT TAG CONSECUTIVE EQUIP. # PROJECT DESIGNATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG DT5 -61B CFSIZE M EACH 11 TYPE CODE LD5 /3 -300 LINEAR DIFFUSER GRILLE 1 CFTM H 1 ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. TYPE CODE LOUVER TAG B1 -1 1 LOWER TAG CONSECUTIVE LOUVER #. PROJECT DESIGNATION LOUVER DESIGNATION LEGAL DESCRIPTION SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOV'T LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. LOCATION / SITE MAP REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division.. NOTE: Revisions will require a n:,;. ^r r' ^n and may include additional p :E.n .. XXXXXXXXXXXXX X SINN OMNI GENERAL NOTES NEW MECHANICAL WORK FUTURE TI SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION MATCHUNE PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) KEY NOTE POINT OF CONNECTION POINT OF DEMOLITION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) MOTOR 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 - GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14 -5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. OR AS ATTACHED. DRAWING INDEX SHEET NUMBER SHEET TITLE SCALE MO.0 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS NONE MO.1 SCHEMATIC CONTROL DIAGRAMS NONE MO.2 BASIS OF DESIGN AND SCHEMATIC DIAGRAMS NONE MO.3 CONTROL SEQUENCE NONE MO.4 SEISMIC INFORMATION NONE M2.1 HVAC 1ST FLOOR PLAN 1/32" = 1' -0" M2.3 HVAC 3RD FLOOR PLAN 1/32" = 1' -0" M2.4 HVAC ROOF PLAN 1 /32" = 1' -0" M3.1 HVAC ENLARGED 1ST FLOOR PLAN 1/8" = 1' -0" M3.3A HVAC ENLARGED 3RD FLOOR PLAN BELOW 1/8" = 1' -0" M3.3B HVAC ENLARGED 3RD FLOOR PLAN ABOVE 1/8" = 1' -0" M3.4 HVAC ENLARGED ROOF PLAN 1/8" = 1' -0" M4.0 HVAC SECTIONS 1/4" = 1' -0" M5.0 HVAC DETAILS NONE M5.1 HVAC DETAILS NONE M6.0 HVAC DIAGRAMS NONE M7.0 HVAC SCHEDULES AND SPECIFICATIONS NONE M7.1 HVAC SCHEDULES AND SPECIFICATIONS NONE t1Io.. OLILI ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET HIE C4 PY Permit No. Planieview approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is d: Date: __lath° City Of llakwifa NO. DATE BUgmDIVISION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN DRAWING INDEX, SYMBOLS AND ABBREVIATIONS SHEET NUMBER: RECEIVE[ APR 02 2010 PERMIT CENTER 0. 1 1 1 1 1 L. AHU -52A3 AND 52B2 Ei ROOM LN LL DUCT STATIC PRESSURE SENSOR E 1 I I ;c9' I- r 1 1 1 1 1 1 1 o AHU -52C3 AND 52D3 DUCT STATIC PRESSURE SENSOR N L() Li 11111•1111111111 INNIESENNI 1 1 1 1 1 EF -52A EF -52B EF -52C EF -52D 11•111111•M =Min GENERATOR EOM PE OF WORK 1 1////THIS PERMIT 1 UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM SCALE: NOT TO SCALE 1 1 1 1 SCOPE OF WORK THIS PERMIT SCOPE OF WORK THIS PERMIT SPACE TEMP SENSOR SPACE HUMIDISTAT DUCT STATIC PRESSURE SENSOR 5201 SUPPLY AIR ISOLATION DAMPER (TYPICAL) OUTSIDE AIR ECONOMIZER 3 —WAY DMPR CONTROL VA. TYP — EA AHU ICI AIR FILTER EVAPORATOR RJ_ "' I I AIR FILTER ,J 111 Ell VFD EVAPORATOR VFD Ei ROOM LN LL DUCT STATIC PRESSURE SENSOR E 1 I I ;c9' I- r 1 1 1 1 1 1 1 o AHU -52C3 AND 52D3 DUCT STATIC PRESSURE SENSOR N L() Li 11111•1111111111 INNIESENNI 1 1 1 1 1 EF -52A EF -52B EF -52C EF -52D 11•111111•M =Min GENERATOR EOM PE OF WORK 1 1////THIS PERMIT 1 UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM SCALE: NOT TO SCALE 1 1 1 1 SCOPE OF WORK THIS PERMIT SCOPE OF WORK THIS PERMIT SPACE TEMP SENSOR SPACE HUMIDISTAT DUCT STATIC PRESSURE SENSOR 5201 SUPPLY AIR ISOLATION DAMPER (TYPICAL) OUTSIDE AIR ECONOMIZER 3 —WAY DMPR CONTROL VA. TYP — EA AHU UPS AIR HANDLING UNIT C--2 SCHEMATIC CONTROL DIAGRAM SCALE: NOT TO SCALE 3 —WAY CONTROL VA. 2 TYP EA AHU BY —PASS DMPR 2 TYP EA AHU —2 TYP EACH AHU I1. VFD 5202 5203 SUPPLY AIR MANIFOLD 1 \ RETURN AIR ECONOMIZER DMPR — ISOLATION DMPR, 2 TYP EA. AHU OSA DMPR, 2 TYP EA. AHU rRETURN AIR DMPR 12 —TYP U AHU 52A1 AHU 52A2 41"1 1 T P I I AIR FILTER ,J 111 1. "r M VFD EVAPORATOR VFD /' 'EVAPORATOR u Imo= AHU -52D3 t iM, I J d' 6 re a 1 M I VFD 1 AHU -52C3 UPS AIR HANDLING UNIT C--2 SCHEMATIC CONTROL DIAGRAM SCALE: NOT TO SCALE 3 —WAY CONTROL VA. 2 TYP EA AHU BY —PASS DMPR 2 TYP EA AHU —2 TYP EACH AHU I1. VFD 5202 5203 SUPPLY AIR MANIFOLD 1 \ RETURN AIR ECONOMIZER DMPR — ISOLATION DMPR, 2 TYP EA. AHU OSA DMPR, 2 TYP EA. AHU rRETURN AIR DMPR 12 —TYP U AHU 52A1 AHU 52A2 41"1 AHU 52B1 iREVIEWED Fej CODE COMPLIANCE APPROVED APR 15 2010 Cityof Tukwila UILDING DIVI,SIMN RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 1 COOUNG COIL 1 I AIR FILTER ,J 111 L C VFD EVAPORATOR - /' 'EVAPORATOR u Imo= AHU 52B1 iREVIEWED Fej CODE COMPLIANCE APPROVED APR 15 2010 Cityof Tukwila UILDING DIVI,SIMN RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 AHU 52C1 AHU 52C1 SCOPE OF WORK THIS PERMIT — RETURN AIR MANIFOLD 1 COOUNG COIL 1 1 AIR FILTER AIR FILTER VFD EVAPORATOR - v o u AHU 52C1 AHU 52C1 SCOPE OF WORK THIS PERMIT — RETURN AIR MANIFOLD FUTURE AHU 52D1 AHU 52D2 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM SCALE: NOT TO SCALE 5202 5203 PROJECT: ins ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SCHEMATIC CONTROL DIAGRAMS SHEET NUMBER: RECEIVED APR 0 2 2010 PERMIT CENTER M0.1 COOLING COIL AIR FILTER EVAPORATOR u FUTURE AHU 52D1 AHU 52D2 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM SCALE: NOT TO SCALE 5202 5203 PROJECT: ins ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SCHEMATIC CONTROL DIAGRAMS SHEET NUMBER: RECEIVED APR 0 2 2010 PERMIT CENTER M0.1 CONDUCTIVITY METER TO CONTROL BLEED VALVE PROVIDE IMPULSE —STYLE METER FOR WASTE WATER DRAINED FROM SUMP. SUMP OVERFLOW DRAIN BALL VALVE TO DRAIN SUMP LEVEL CONTROL VALVE WITH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. EVAPORATOR CONTROLS SCHEMATIC DIAGRAM SCALE: NOT TO SCALE MOTOR STARTER BY ELECTRICAL CHP-52C & 52D CONTROLS 2 1 SCHEMATIC DIAGRAM SCALE: NOT TO SCALE BASIS OF DESIGN Building Codes Item# Date Added or Modified System Criteria Criteria Source 1 3/31/2008 Applicable Codes and Standards Building Code 2006 International Building Code with Washington State Amendments 2 4/30/2008 Applicable Codes and Standards International Mechanical Code 2006 International Mechanical Code with Washington State Amendments 3 4/9/2008 Applicable Codes and Standards Fire Code 2006 International Fire Code 4 4/9/2008 Applicable Codes and Standards Energy Code 2006 Washington State Energy Code 5 7/12/2008 Applicable Codes and Standards Ventilation and Indoor Air Quality 2006 Washington State Ventilation and Indoor Air 6 7/7/2008 Applicable Codes and Standards Plumbing Code 2006 Unfiorm"-'vPIL"m-6ing Code with Washington State Amendments and City of Tukwilla Title 16 7 Applicable Codes and Standards Fuel Gas Code ' 2006 International Fuel Gas Code 8 Applicable Codes and Standards Electrical Code 2005 Nathional Elecatrical Code (NFPA 70 -2005) Exhaust Rem' Date Added or Modified System Criteria Criteria Source 1 3/31/2008 UPS — Battery Exhaust 3190 SF at 1 cfm per SF continuous exhaust. Minimum exhaust rate is 3190 cfm. IMC 502.5.2 & IFC 602.1 2 4/30/2008 Batteries do not off gas— no exhaust required From equiopment information and email Terry McCabe Sabey Criteria Loads Rem / Dated or System Criteria Criteria Source 1 3/31/2008 Data Center Cooling For each of 3 11 Buildouts; per unit total cooling including lighting, equipment and occupants is 1.5 MegaWatts. 150 W per Square Foot over 10,000 SF. Sabey Criteria 2 5/12/2008 Data Center Data Center Space relitive humidity range 20 -70 percent. epacenhumidity/iraannge of 35 -55 percent RH with Sabey Criteria 3 4/9/2008 UPS Room 12 each, MGE 625 kva UPS 133300 BTH each (39 KW), UPS airflow 4070 CFM. Operating conditions 0 to 40 deg. C. 0 to 90% RH non — condensing REVISED AIR FLOW PER MFR 3000 CFM Equipment Cut sheets received from VECA 4/9/08 4 4/9/2008 UPS Room 12 each, STS 400 Amp 11400 BTH each (3.34 KW)...Operating temperatures, 0 to 40 deg. C. Equipment Cut sheets received from VECA 4/9/08, confirmed 400 A size via email 4 -10 -08 w/ Terry McCabe 5 7/12/2008 UPS Equip UPS equip vendor changed to " Powerware" Email from Terry McCabe, VECCA 6 7/7/2008 UPS Equip Powerware heat rejection 104,000 btuh (airflow same as MGE, 3,000 cfm) Email from Terry McCabe, VECCA CHILLER CONTROLS E3 \ SCHEMATIC DIAGRAM SCALE: NOT TO SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION W.hYrGi'ri6.y' ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN BASIS OF DESIGN AND SCHEMATIC DIAGRAMS SHEET NUMBER: R EIVED A 02 2010 PERMIT CENTER M0. S.AB. Y SDC 52 SEQUENCE OF OPERATIONS (PHASE 2) AIR HANDLING UNITS (MECHANICAL ROOM) AHU -52A1 & A2, AHU -52B1, and AHU -52C1 & 2 Description: Ono AHU is redundant, however all units shall run at a reduced load to meet the space load. Each air handler consists of 2 supply fans with direct drive motors. Each fan speed per air handling unit shall be controlled to the same speed. Supply fans are variable volume. Air handlers have economizer control feature, pre - filters (30 percent, MERV 8) and final filters (60 percent, MERV 13). Each air handier has 2 sets of independently controllable chilled water cooling coils, 2 sets of independently controllable direct evaporative humidification sections and two independently controllable by -pass duct/damper assemblies to by -pass air around their respective cooling coil and evaporative humidifier sections. Mode: All air handlers shall run continuously. Each air handler shall have an independent operating schedule to enable the owner to start -stop each air handler. BMS shall monitor fan run status. Unit mounted smoke detector (return air and supply air) shall interrupt fan operation upon detection of smoke in the supply or return plenum. Remote keyed sviitch shall be installed in the smoke detector circuit to override the smoke detector shut down of the fan(s). Locate switch in a location as directed by the owner. Variable speed drives for each fan motor shall modulate the fan speed to maintain the supply duct manifold static pressure setpoint, set 1 -inch adjustable from 0.25- inches to 2.5- inches. Economizer Damper: Use temperature and humidity sensors in outside air and return air to calculate enthalpy at each location. If outside enthalpy is less than return air enthalpy, enable economizer to maintain discharge temperature. When commanded by the BMS (Unhealthy outside air quality switch located in Security Booth) the outside air dampers shall close and the return air dampers shall modulate full open, Chilled water pumps start upon verification of chilled water flow and the chillers shall be allowed to start to control chilled water supply temperature setpoint, Bypass Damper Control: When mixed air temperature is at setpoint (49 deg.F. adj.) and direct evaporative water flow is off, bypass dampers shall be open. AHU Discharge Air Cooling Setpoint is reset to maintain the space relative humidity in the suites served that air h Ak Discharge air temperature setpoint is 51°F initially, with reset limits of 45 °F (Low) & 60°F (High). The controller will reset the supply air setpoint 1 °F higher every 5 minutes (adj.) when the average Suite relative humidity is below the reset suite humidity setpoint plus dead band (5% RH — adj.). The controller will reset the supply air setpoint 1°F lower every 5 minutes (adj.) when average Suite relative humidity is above the reset suite humidity setpoint plus dead band (5% RH — adj,) Note that suite control sequence will reset the suite relative humidity setpoint based on the following scale: When outside air temperature is 85 °F the Suite RH setpoint will be 65 %, but when the outside air temperature is 40 °F Suite rh setpoint will be 35 %. Direct Evaporative Cooling Coil: The evaporative pumps shall circulate water through the direct evaporative media whenever the air handler fan is operating, except for when: 1. Dehumidification is necessary (the calculated outside air dew point temperature the reset supply air temperature setpoint). or 2. When a potential freeze condition exists (when the mixed air temperature < 40 °F adj.), or SABEY SDC 52 CHILLED WATER PUMPS CHP -52A, CHP -528, CHP -52C (CHP -52D installed but not operating) Description: Each pump is tied electrically to a specific air handler and air cooled chiller (common buss). Each pump is piped to two chiller groups. Pumps are connected to chillers which are served by the same electrical bus. Mode: Each pump shall be commanded on by the BMS. If the pump is commanded on and flow is not proven by the flow meter an alarm is generated to the BMS head end unit. SABEY S1)C 52 3. When economizer is enabled and no cooling is required but humidification is necessary (the outside air temperature is < the average space temperature and the outside air dew point temperature is > 45 °F and < 60 °F. Water Treatment: Sump level control is provided by mechanical float. Sump shall be automatically drained and refilled daily. Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time. Cooling Coil Control Valve: When the economizer is disabled or when it is enabled and the outside air damper has modulated fully open, the 3 -way control shall modulate open to maintain the air handler's setpolnt. The bypass damper is fully closed Supply and Return Duet Isolation Damper: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode (unit off for maintenance or suite smoke detection) the isolation MOD shall close to isolate the associated air handling unit, AIR HANDLING UNITS (AHU's) FIRST FLOOR UPS AHU -52A3, AHU -52B2, AHU-52C3, and AHU -D3 Description: One AHU (UPS) is redundant, however all units shall run at reduced Toad to meet the space load. Each air handler consists of a supply fan with direct drive motor. Supply fans are variable volume. Air handlers have economizer control feature, pre - filters (30 percent, MERV 8) and final filters (60 percent, MERV 13). Each air handler has controllable chilled water cooling coils and controllable direct evaporative humidification sections.. Mode: Both air handlers shall run continuously. Each air handler shall have an independent operating schedule to enable the owner to start -stop each air handler. BMS shall monitor fan run status. Unit mounted smoke detector (supply duct) shall interrupt fan operation upon detection of smoke in the supply plenum. Remote keyed switch shall be installed in the smoke detector circuit to override the smoke detector shut down of the fan(s). Locate switch in a location as directed by the owner. Variable speed drives for each fan motor shall modulate the fan speed to maintain the supply duct manifold static pressure setpoint, set 1 -inch adjustable from 0.25 - inches to 2.5- inches. The balancer may adjust this setpoint to affect the relative pressure of the room to outdoors. Economizer Damper: Use temperature and humidity sensors in outside air and return air to calculate enthalpy at each location. If outside air enthalpy is less than return air enthalpy, enable economizer and modulate OSA and Return air to maintain the air handlers' discharge air temperature. When commanded by the BMS (Unhealthy outside air quality switch located in Security Booth) the outside air dampers shall close and the return air dampers shall modulate full open. Chilled water pumps start upon verification of chilled water flow and the chillers shall be allowed to start to control chilled water supply temperature setpoint. Discharge Air Cooling Setpoint: Discharge air temperature 75 deg. F., adjustable. Humidifier: (second stage of cooling) The direct evaporative humidifier will operate to provide beneficial cooling whenever the outside air temperature is above the discharge air temperature setpoint. The economizer dampers will continue to REVIEWE FOR CODE COMP IANCE APPRO ED APR 15 2110 B City ofTui ila UILDING DI . iSION S.ABEY SDC 52 modulate to maintain the duct temperature when the direct evaporative section is operating Cooling Coil Control Valve: (Second stage of cooling) when the evaporative cooling is operating and the economizer damper has modulated fully open (or is disabled) and the discharge duct temperature is above setpoint, the 3 -way control valve shall modulate open.. Humidifier Sump Level Control: Sump level control is provided by self - contained float and controller. Sump shall be automatically drained and refilled daily. Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time. Supply and Return Duct Isolation Damper: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the air handling units. RETURN FANS RF -52A, RF -52B, RF -52C, and RF-52D Description: Each fan (UPS) runs continuously. One fan is redundant. Mode: Each fan shall be commanded on by the BMS. If the fan is commanded on and flow is not proven an alarm is generated to the BMS head end unit Variable speed drives shall modulate the fan speed to maintain upstream ductwork static pressure setpoint. This value is set by the balancer to ensure that the UPS module exhaust hoods capture all the hot air released by the UPS module, plus a little ram air for good margin. No hot UPS module exhaust air should escape the hoods and be released to the room. Return Duct Isolation Damper,: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the fan in failure mode. EF-52A, EF•52B E EF -520 and EF-5 2DC3E GENERATOR RATC3R RC3C3 M EXHAUST FANS Description: Each fan shall start in sequence (alternating lead /lag start weekly) based on room temperature or room pressure differential pressure between the breezeway and the generator room. Fan shall provide cooling for the generator room Y g P l3 9 and/or relief air path (to avoid a high return air duct pressure that would make it difficult for the return air fans to operate when the air handlers` economizer dampers are in 100% outside air )out of the building for the UPS Room, Mode: Each fan shall be commanded on by the BMS. If the fan is commanded on and flow is not proven an alarm is generated to the BMS head end unit, AIR COOLED CHILLERS CH -52A1 & A2, CH -52B1 & 82, and UGH -5201 & C2 Description: Each chiller is tied electrically to a specific air handler and chilled water pump (common buss). Each chiller is made up of 10 chiller modules. Chillers will be allowed to run at any time to allow for air handling unit non - economizer function. Mode: Each chiller shall be commanded on by the BMS. Once water flow is proven the chiller controller shall start the chiller and modulate the chiller modules to satisfy the chilled water supply setpoint temperature, Chilled water discharge temperature shall be reset based on a comparison between air handler chilled water coil air temperature and chilled water supply temperature. RECEIVED APR 0 2 2010 PERMIT CENTER instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN CONTROL SEQUENCE SHEET NUMBER: M0. SEIS V IC BASIS OF DESIGN: BRACE ALL DUCTWORK AND PIPING PER SMACNA'S "SEISMIC RESTRAINT MANUAL" OR MASON INDUSTRIES "SEISMIC RESTRAINT MANUAL" IN ACCORDANCE WITH THE COMPONENT IMPORTANCE FACTOR AND THE SEISMIC HAZARD LEVEL (SHL) OR 'g' LOAD LISTED IN THE APPLICABLE TABLE. OBTAIN THE COMPONENT IMPORTANCE FACTOR FROM THE DUCT WORK OR PIPING MATRIX. SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN ID, = 1.0: • MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED AND THAT ARE MOUNTED AT 4 FT (1.22M) OR LESS ABOVE A FLOOR LEVEL AND WEIGH 400 LB (1780 N) OR LESS. [ASCE 7 -02 SECTION 9.6.1 - EXCEPTION #5] • MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WEIGHING 20 LB (95 N) OR LESS WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED, OR FOR DISTRIBUTION SYSTEMS WEIGHT 5 LB /FT (7N /M) OR LESS. [ASCE 7 -02 SECTION 9.6.1 - EXCEPTION #6] • SEISMIC RESTRAINTS ARE NOT REQUIRED FOR HVAC DUCTS WITH Ip = 1.0 IF EITHER OF THE FOLLOWING CONDITIONS ARE MET: A. HVAC DUCTS ARE SUSPENDED FROM HANGERS 12 IN. (305 MM) OR LESS IN LENGTH FROM THE TOP OF THE DUCT TO THE SUPPORTING STRUCTURE. THE HANGERS SHALL BE DETAILED TO AVOID SIGNIFICANT BENDING OF THE HANGERS AND THEIR ATTACHMENTS. OR B. HVAC DUCTS HAVE A CROSS- SECTIONAL AREA OF LESS THAN 6 FT2 (0.557M2). [ASCE 7 -02 SECTION 9.6.3.10] • DUCTILE PIPING IN SEISMIC DESIGN CATEGORIES D, E, OR F DESIGNATED AS HAVING AN Ip = 1.0 AND A NOMINAL PIPE SIZE OF 3 IN. (75 MM) OR LESS. [ASCE 7 -02 SECTION 9.6.3.11.D.3] SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN L� = 1.0 OR = 1.5: • EQUIPMENT ITEMS INSTALLED IN -LINE WITH THE DUCT SYSTEM (E.G. FANS, HEAT EXCHANGERS, AND HUMIDIFIERS) WEIGHING LESS THAN 75 LB (344 N) DO NOT NEED TO BE BRACED INDEPENDENT OF THE DUCT SYSTEM. [INTERPRETED FROM ASCE 7 -02 SECTION 9.6.3.10] UNBRACED PIPING ATTACHED TO IN -LINE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TO ACCOMMODATE DIFFERENTIAL DISPLACEMENTS. [ASCE 7 -02 SECTION 9.6.3.10] • PIPING - ROD HANGERS SHALL NOT BE USED AS SEISMIC SUPPORTS UNLESS THE LENGTH OF THE HANGER FROM THE SUPPORTING STRUCTURE IS 12 IN. (305 MM) OR LESS. ROD HANGERS SHALL NOT BE CONSTRUCTED IN A MANNER THAT SUBJECTS THE ROD TO BENDING MOMENTS. [ASCE 7 -02 SECTION 9.6.3.11.4.C] MECHANICAL, PIPING, AND PLUMBING IMPORTANCE FACTOR TABLE COMPONENT DESCRIPTION STANDARD COMPONENT IP =1.0 CRITICAL COMPONENT IP =1.5 NOTES: HVAC - SHEETMETAUEQUIPMENT SHL SHL, with Exp. Anchors HVAC SUPPLY - MEDIUM PRESSURE A X AA HVAC SUPPLY - LOW PRESSURE Level 2 Ceiling X A HVAC OUTSIDE AIR AA X B HVAC RETURN A X Level1 HVAC EXHAUST B X A TRANSFER AIR DUCT X GARAGE EXHAUST X GREASE KITCHEN EXHAUST DUCT (TYPE 1 HOOD EXHAUST) x NON - GREASE KITCHEN EXHAUST DUCT (TYPE 2 HOOD EXHAUST) ( x FLUES - BOILERS, HW HEATERS X PIPING HEATING WATER X CONDENSER WATER X NATURAL GAS X MAKEUP WATER x REFRIGERANT X PLUMBING COLD WATER (POTABLE) X COLD WATER (NON- POTABLE) X HOT WATER (POTABLE) X HOT WATER RECIRC (POTABLE) X CONDENSATE INDIRECT WASTE X NATURAL GAS MEDIUM PRESSURE (2 -5 PSIG) X NATURAL GAS LOW PRESSURE ( <14" WC) X RAINWATER LEADER/ OVERFLOW RAINWATER LEADER X UNDERSLAB DRAINAGE X SANITARY VENT X SANITARY WASTE X S V AC \A SEIS V IC HAZARD LEVEL DESIGN VALUES: • SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WITH IBC 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN USED TO SELECT FROM SMACNA ADDENDUM NO. 1 TABLE M-10 "NEW' VALUES IN ORDER TO USE THE SMACNA SEISMIC RETRAINT MANUAL. HVAC /SHEET SHL V ETAL/EQUH v DESIG\ VALUES: General Mechanical Equipment - Boiler and furnaces, Other Level Component Ip = 1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B B A A * 1/2 Brace Spacing Required General Mechanical Equipment - Pressure Vessels on skirts and free standing Level Component Ip =1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA* AA* AA* - NA - Level 2 Ceiling AA AA* AA* - NA - Level 1 Ceiling A AA* AA* AA* Level 1 B AA A AA* * 1/2 Brace Spacing Required E \T HVAC Systems - Vibration Isolated Level Component Ip =1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA* AA* AA* - NA - Level 2 Ceiling AA AA* AA* - NA - Level 1 Ceiling A M* AA* AA* Level 1 B AA A AA* * 1/2 Brace Spacing Required HVAC Systems - Non-vibration Isolated, Mounted in -line with ductwork, Other Level Component Ip =1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B A A A * 1/2 Brace Spacing Required PIPING AND PLUVBI\C SHL DESIGN VALUES: Piping Systems - High deformability elements and attachments Level Component Ip = 1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof B AA A AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B B A A * 1/2 Brace Spacing Required Highly Deformable Pipe Includes: Steel or Copper Piping with weld/braze /groove fitted joints. Piping Systems - Limited deformability elements and attachments Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Levell B B A A * 1/2 Brace Spacing Required Limited Deformable Pipe Includes: PVC or PVDF Piping Piping Systems - Low deformability elements and attachments Level Component Ip = 1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA AA AA* AA* Level 2 Ceiling A A AA AA Level 1 Ceiling A A A A Levell B B A A * 1/2 Brace Spacing Required Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) REVIEWED FOR APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION SEIS V IC ALLOWABLE STRESS DESIGN VALUES: SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WITH IBC 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN CONVERTED TO "ALLOWABLE STRESS DESIGN" VALUES IN ORDER TO UTILIZE MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. THESE VALUES CAN BE USED TO SELECT SEISMIC BRACING FROM MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. HVAC/SH EETV SEISV ETAL/EQUIPV E\T IC 'g' LOAD: General Mechanical Equipment - Boiler and furnaces, Other (Converted to ASD) Level Component Ip =1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g General Mechanical Equipment - Pressure Vessels and skirts free standing (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g Level 1 .3 g .5 g .45 g .76 g HVAC Systems - Vibration Isolated (Converted to ASD) Level Component Ip = 1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g Level 1 .3 g .5 g .45 g .76 g HVAC Systems - Non- vibration Isolated, Mounted in -line with ductwork, Other (Converted to ASD) Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g PIPI\C AND PLUVBI\C SEISMIC 'g' LOAD: Piping Systems - High deformability elements and attachments (Converted to ASD) Level Component Ip =1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .26 g .61 g .39 g .91 g Level 2 Ceiling .23 g .44 g .34 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Highly Deformable Pipe Includes: Steel or Copper Piping with weld /braze /groove fitted joints. Piping Systems - Limited deformability elements and attachments (Converted to ASD) Level Component Ip =1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Limited Deformable Pipe Includes: PVC or PVDF Piping Piping Systems - Low deformability elements and attachments (Converted to ASD) Level Component Ip = 1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .61 g .61 g .91 g .91 g Level 2 Ceiling .44 g .44 g .65 g .65 g Level 1 Ceiling .32 g .32 g .48 g .48 g Level 1 .23 g .23 g .34 g .34 g Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) insi'y :J ry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN RECEIVED APR 0 2 2010 PERMIT CENTER TION M0. ail 0 3 o� 0 T Q 0 (J lJ 1 1. �.Bw a*f0IF -� to 0 r_.43"41 l 11 FIT a:. vJ URI m 0 FMK F! t'a Niro ca uy c L 11 11111111111111;11 o- 'PRM..ER VALVe' Ra7H PI -1 A L 1LIE3 -- iTI1E -3 IL1E4 --- 1111E -4 -- !!!!1!!€!! !!! .. CO CO (F) (� 0 1 HVAC 1ST FLOOR PLAN SCALE: 1/32' = r-0" ((j—) 0 REVIEWED Fp CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION CEIVED APR 0 2 2010 PERMIT CENTER ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 "i3r44t;.ry. REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC 1ST FLOOR PLAN SHEET NUMBER: M2.1 �U �13 0 CD OD 0 0 0 0 0 CL))C iF_D 0 Os 1flili!!I !! PHASE 1 0 CO MINIM ,m riri ,UU1 U. 0 (JD CE) 1 Cr!) Kyj HVAC 3RD FLOOR PLAN SCALE: 1/32* = 1 I -0" (-6) (1) 2 C6') 9) (1� —0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION RE IVED APR` r 2010 PERMIT CENTER For Th ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: . -M REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC 3RD FLOOR PLAN SHEET NUMBER: M2.3 c.) C-r6) C 'i 1. (6) CT (R-0 c ) 0-) ) R S ET Ey: cp T T r 4 _ I R VIEWED,fR. _ . _ COD COMP IANCE APPROVED APR 15 20h0 I I - City- of Tukuuila BUILDING DIVIRInKI _._._._.1_ . )— — — — — IMIEBEIMENIMMIE -moo 11111111111 1 ._--. } •-- •i_ IIII HIIlI i nriiiimiii u Jij4 alai', AJGRIIf:A'mu.iLi91' IM 13 r- -- -- - -- iI 1 () c_DJ 1 HVAC ROOF PLAN ;1� SCALE: 1/32* = 1' -0' 1 o 3 �s) — • 11 ECEIVED APR 0 2 2010 PERMIT CENTER • .r. For Th ins v�' iI ;' ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 " "*j4;: REGISTRATION: a>z REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC ROOF PLAN SHEET NUMBER: M2. 4— i J A It i PROVI E" SHEETMFT L SCREEN FULL HEIGHT (±17') TO PROTECT CONDUIT & J —BOXES FROM POTENTIAL WATER LEAK 4' CHW SUPPLY & RETURN CAP 4 "CHW SUPPLY & RETURN EXISTING ELECTRICAL EQUIPMENT 6 "CHW SUPPLY & RETURN AHU -52B2 1 ABOVE BELOW AHU -52A3 1 OSAD -2 AHU -52D3 AHU -52C3 ABOVE BELOW 96x36 OSA INTAKE W/ SCREEN OSAD -1 48x48 48x48 48x28 DMG 6,750 1 48x28 DMG 36x28 3,375 UP 20x46 .. + BLANK —OFF HOOD FACE WHERE UPS IS NOT INSTALLED BY THIS PROJECT PHASE (TYP) SOUND CELLS AND SCREEN (120 SF MIN) SEE NOTE #2 36x28 BELOW INSULATE EXPOED RETURN DUCTW RK RF -52D RF -53B 48x28 DMG 6,750 36x92 FD -1 FD -2 0 /--r \, 0 J 18" STACK. TERMINATE WITH RAIN CAP. MATCH EXISTING MATERIALS. PROVIDE DRAIN SECTION AT EXTERIOR ELBOW. PROVIDE WALL SUPPORTS SPACED TO MATCH EXISTING. EAD -1 EAD -2 ADD BACK DRAFT DAMPERS AT SOUND ATTENUATORS 14" INLET, 18" OUTLT, "Y" FITTING PROVIDED BY SEE PLAN NOTE #1 hhill!Illieg...."1111..4 MINIM MI .11111141114 it 1 SOUND CELLS AND SCREEN (120 SF MIN) 18" STACK. TERMINATE WITH RAIN CAP. MATCH EXISTING MATERIALS. PROVIDE DRAIN SECTION AT EXTERIOR ELBOW. PROVIDE WALL SUPPORTS SPACED TO MATCH EXISTING. SOUND CELLS AND SCREEN (288 SF MIN) OEfRTO,R ROOM 108 INSULATE EXPOED RETURN DUCTWORK 6" CHW SUPPLY & RETURN UP GBDD -1 GBDD -2 ADD BACK DRAFT DAMPERS AT SOUND ATTENUATORS SOUND CELLS AND SCREEN (288 SF MIN) 18" STACK. TERMINATE WITH RAIN CAP. MATCH EXISTING MATERIALS. PROVIDE DRAIN SECTION AT EXTERIOR ELBOW. PROVIDE WALL SUPPORTS SPACED TO MATCH EXISTING. 14" INLET, 18" OUTLET, 'Y" FITTING (TYP) AAA�re rA AWiOrkluA+►oAA,an+A. A.f A4 MUFFLER PROVIDED B OTHERS (TYP) 1 NOTE: FOR FUEL OIL PIPING SEE PLUMBING DRAWINGS HVAC ENLARGED 1ST FLOOR PLAN SCALE: 1 /8" = 1' -0 0 4' 8' 16' REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 0 2 2010 PERMIT CENTER PROJECT: in,,;:, 1 r ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: IBEEE REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC ENLARGED 1ST FLOOR PLAN SHEET NUMBER: M3.1 I \V \ 82 (E) 99x99 SUPPLY AND RETURN SHAFTS DN TO 2ND FLOOR FUTURE AHU FUTURE 48x36 BYPASS (TYP 4) FUTURE 96x60 OSA (TYP 4) — — — L' • I I A FUTURE 108X60 RA (TYP 4) — --� (E) 120x141 SA CAP FOR FUTURE [HU52D2 7 (E) 99x99 SUPPLY AND RETURN SHAFTS DN TO 2ND FLOOR (E) 6" CHW SUPPLY & RETURN DN (TYP 4) El- (E) (E) SMD -6 (E) (E) SMD -10 FOR SPLIT AH DETAIL SEE 1 AHU-52D1 FOR CHW COIL CONNECTION DETAIL SEE / 1 0 SMD -5 M5.0/ AHU -52C2 (E) DID -1 SMD -4 (E) II AHU -52C1 V C SMD -9 108x60 UP TO RETURN AIR PLENUM SEE M3.3B FOR CONT'N (TYP) 1 (E) FOR AHU DETAIL SEE / (E) 5 (E) SMD -8 00 Cl] SMD -3 (E) 99x99 SUPPLY AND RETURN CAPPED AT FLOOR (E) 122x60 (E) (E) ISOLATION DAMPER (TYP) SMD -2 (E) 120x MANIFOL (E) SUPPLY MANIFOLD ACCESS DOOR (TYP 7) r WOMEN'S ROT, 213 ..7 (E) 108x60 (E) 122x60 (E) AHU -52B1 (E) FOR SPLIT AHU DETAIL SEE SMD -7 f 0 (E) 122x60 (E) 122x60 0 (E) 96x60 OSA (TYP 4) HVAC ENLARGED 3RD FLOOR PLAN - BELOW ED SCALE: 1/8" = 1' -0" 0 4' 8' 16' (E) AHU -52A2 (E) 108x60 RETLRN OPENING IN BACK OF AHU (2 PER AHU) (E) 15 x60 SUPPLY OPENING IN FRONT F AHU (2 PER AHU) (E) 14x60 SA (TYP 4) (E) 48 (TYP 4 36 BYPASS (E) 122x60 RA (TYP 4) REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVI.SinnM w L RECEIVED APR 0 2 2010 PERMIT CENTER PROJECT: For Th ins r ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC ENLARGED 3RD FLOOR PLAN BELOW SHEET NUMBER: M3.3 1 6" CHW SUPPLY & RETURN DN 12" CHIN SUPPLY RETURN 8" CHW SUPPLY UP 8" CHW 12" HW SUPPLY SUPPLY UP & R TURN UP — 12" CHW SUPPLY & RETURN CHW SUPPLY & RETURN CAPPED FOR FUTURE (TYP 4) 10 "CHW RETURN UP 8 "CHW SUPPLY UP 10" CHW RETURN UP 12" CHW SUPPLY & RETURN 1 +1 FUTURE 72x48 I t OSA UP TO ROOF (2 TYP) — FUTURE 96x72 OSA (TO AHU, TYP 4) 72x48 . \K "7. N. N. 1FUTURE 48x36 BYPASS (4 TYP) —48x72 OSA UP TO ROOF (TYP 2) FOR CONTROL: VALVE DETAIL SEE FORT CONTROL VALE DETAIL SEE 72x48 OSA UP TO ROOF (TYP 3) 6" CHW SUPPLY & RETURN (TYP) 99x99 YPASS L/1 _ , 48x36 48x36 72x48 99x99 99x99 uu 72x48 72x48 72x48 48x36 48x36 113x88 72x48 v ee 99x99 " , ✓ 48x72 OSA TO ROOF UP E3 6" CHW SUPPLY & RETURN (TYP) 96x72 OSA (TO AHU, TYP 4) r '1 1 -' 1 1 -' 1 1 1 IRMD J 120x120 RETURN MANIFOLD CAP FOR FUTURE 108x60 DN TO AHU SEE M3.3A FOR CONT'N 1 HVAC ENLARGED 3RD FLOOR PLAN - ABOVE SCALE: 1/8" = 1' -0" 0 4' 8' 16' ISOLATION DAMPER (TYP) 108x60 RA CONNECTIONS (TO AHU, TYP 4) NOTE: UNITS CAN MOVE APPROXIMATELY 4' SOUTH OR 4' NORTH TO LOCATE STRUCTURAL COLUMNS IN IDEAL LOCATION. REVIEWED— CODE COMPLIANCE APP f:® APR 15 2010 City of Tukwila BUILDING DIVISION j_ w, CEIVED 8022010 T CENTER PROJECT: For Th rnstry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: 'DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC ENLARGED 3RD FLOOR PLAN ABOVE SHEET NUMBER: M3.3 — — --7.. — . — .I I'a•Ii i IIIWJ ,tlyra4E.w'I.:lonetlrmlille1:v a ".�:m u�w• "h" .: I mf °'b'IEul��,717,,, m!1.'r II "III'. 7' , / 1 43\_ ��1 I II� ^^IT91 m 5E'luJ Xu �M:1Mw�Ei ti Ir IJ L:r uE'ali6'iem lu.y..., 11 18" STACK TERMINATE - - -- W1TH -R AP, MATCH EXISTING i FOR CHILLER CONNEC DETAIL SEE 4 M5.0 ON �aa — CH -52C2— 1. r u • 1 I- `.:t III 1' I I'K `.t ,•1 G 4 •,, ..l' ''_ 1 I; 1 '.t 1 :' I I T i 111 I I: I III _. Lill I II" LI 1 ,,1 J -.�� .. l � I' I t `.1 li I'I 1 I • � •.1 •iI t . _ L._•1 • 'I A / I I P 11 0 18" STACK TERM NATE — WITH—RAIN—CAP —MATCH EXISTING 18" STACK TERI WITH RAIN CAP, EXISTING INATE MATCH -1i . I�ri "i �m ,7=2, I IIII I r�:�l!q, L161 4�JiWYJa 'n�:wdwrmskwanEmu11Wu.�nrJdNl!k � S.:s :.n nm 71 .II i�"I m ,ll VIII CHP -52D 10 "CHW RETURN DN F . I - =- L__ CHP -52C I 8 "CWH SUPPLY DN FOR CHW PUMP DETAIL SEE —. (E). H -52B2 -It• 6 "CHW SUPPLY & RETURN • awlx 'e xI LLe T w wu EI / v / / / 1 n n , III JuL'E'r,r'autil E�,4 a:.. p I 4 I I d. I I I I CH -52B1 HVAC ENLARGED ROOF PLAN n m r^' SCALE: 1/8" = 1' -0" 0 4' 8' 16' (E) 8"C11-1W SUPPLY I &!RETURN I I (E) CHP -52B 8 "CHW \SUPPLY TO 3RD \'FLOOR . -• - -fE�!� GV-SD- I n'�•'7I lw.h. �I1 . i y I I Ti I• M' IIw E:uEEEww 6 'G11W SUPPLY & RETURN 1 '�9 t I.•1 11.1-1 T'i 'A wWI 4IMU[be CH-152 I 1 1.1 1 .1 1 1.1 1 -h\ \- REFER TO STRUCTURAL FOR SUPPORT STRUCTURE (TYPICAL) ,e wNhMAl wIM w IOOERS 1I I I 1 h II (,r 11 I7FI I L 1 I ` I. 11 ;I 1 I __.]e L1 .t11 �.' I'I 1 I j 11 II� { , E , I.1 (( • • • / / / • 'I A / / / / • • • / • —. (E). H -52B2 -It• 6 "CHW SUPPLY & RETURN • awlx 'e xI LLe T w wu EI / v / / / 1 n n , III JuL'E'r,r'autil E�,4 a:.. p I 4 I I d. I I I I CH -52B1 HVAC ENLARGED ROOF PLAN n m r^' SCALE: 1/8" = 1' -0" 0 4' 8' 16' (E) 8"C11-1W SUPPLY I &!RETURN I I (E) CHP -52B 8 "CHW \SUPPLY TO 3RD \'FLOOR . -• - -fE�!� GV-SD- I n'�•'7I lw.h. �I1 . i y I I Ti I• M' IIw E:uEEEww 6 'G11W SUPPLY & RETURN 1 '�9 t I.•1 11.1-1 T'i 'A wWI 4IMU[be CH-152 I 1 1.1 1 .1 1 1.1 1 -h\ \- REFER TO STRUCTURAL FOR SUPPORT STRUCTURE (TYPICAL) ,e wNhMAl wIM w IOOERS 1I I I 1 h II (,r 11 I7FI I L 1 I ` I. 11 ;I 1 I __.]e L1 .t11 �.' I'I 1 I j 11 II� { , E , I.1 (( r� , 11 17 1 1 ` i �j'. :f1 EI • 1 ,1 1 1 C "CHW RE -TURN TO 3RD FLOOR \.� 8' CHW SUPPLY & RETURN PUMP S FRAME; iE) STRUCT PPORT .EE RAL DWGS i \GV -52C (E) \. Gel /0 00 , etozerAr CH -152A1 (E) ” I . 'Ni .- ._.- .- .- .- .- .- .- .- . -. -._. „:177717.1 GV -52B (E) Fl - -- 1 I , V i � 1 �— / Z0% A A /71/ GV -52A (E) CODE � IN OMPLIAN E i F APPROVED ED F0 APR 15 2010 City of Tukwila 'BUILDING DIVISI M 1 - I 1 • I-T T I IIIIII!I r-1� u 111_1 I —r n -i- 17 II.IIIII11 'tl • RECEIVED APR 0 2 2010 PERMIT CENTER Mc For Th in :try ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC ENLARGED ROOF PLAN SHEET NUMBER: M3. \ I \ , I I I \ , I . I \ , I I I „ I /\ I . I / ‘ I I it I PPORT .EE RAL DWGS i \GV -52C (E) \. Gel /0 00 , etozerAr CH -152A1 (E) ” I . 'Ni .- ._.- .- .- .- .- .- .- .- . -. -._. „:177717.1 GV -52B (E) Fl - -- 1 I , V i � 1 �— / Z0% A A /71/ GV -52A (E) CODE � IN OMPLIAN E i F APPROVED ED F0 APR 15 2010 City of Tukwila 'BUILDING DIVISI M 1 - I 1 • I-T T I IIIIII!I r-1� u 111_1 I —r n -i- 17 II.IIIII11 'tl • RECEIVED APR 0 2 2010 PERMIT CENTER Mc For Th in :try ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC ENLARGED ROOF PLAN SHEET NUMBER: M3. 48x48 Co \DUITS 2ND FLOOR 6) 104x28 AHU -52 B2 AHU -52A3 I. .' I F 1 I . .. ,' I Y; 48x28 DMG ii I , . I K�(,,�i�y,,'r, 1 I I , \ I L�Y��/ _ - - -J I i I , 1 1 , V .I k 28x36 X co i I I I �-I- dp x 30 "0 30 "o Co co x O RF -52B � 1 IIr 3 II 4L CU 48x241 I 5ORL- 3,375' I !1 X Cu UPS SEE ELEC. UPS SEE ELEC. UPS ROOM DIST SEE ELE 36x92 C iuts 40x60 GENERATC 1 HVAC SECTION - UPS ROOM - FOR REFERENCE ONLY M4.0 % SCALE: 1/4 " =1' -0" 0 2' 4' 8' (C) HVAC SECTION - MECHANICAL ROOM M4.0) SCALE: 1/8 " =1' -0" 0 4' 8' 16' HVAC SECTION - AHU'S - FOR REFERENCE ONLY SCALE: 1/41.=1'-0* REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVIRIfM L8) GREENHECK FABRA HOOD GRAVITY INTAKE W/ 72x144 THROAT SIZE 0 2' 4' 8' 48x72 120x120 RETURN MANIFOLD 60x96 99x99 CJRB \, 60x108 < < AHJ -52A1 60x152 99x99 SUPPLY AND RETURN DUCT 141x120 SUPPLY MANIFOLD HVAC SECTION - MECHANICAL ROOM FOR REFERENCE ONLY M4.0 SCALE: 1/8 " =1' -0" 0 4' 8' 16' RECEIVED APR 02 2010 PERMIT CENTER tri ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC SECTIONS SHEET NUMBER: M4. ; ;45 - I I El 48x48 , I / / I / I , I / i I I I 48x40 _L E- \ \ \ AHU -52D1] \ \ \ — N 36x96 / OUTSIDE AIR INTAKE ��16x101 . . . / . / \ / / \ / \ \ AHU -52B2 2:222><::::: . . . . \ / \ / / \ / \ - - I - - \ - - AHU_ 52D2 [ ] 141x120 SUPPLY MANIFOLD I I I I 1 I I �y . . . \ \ / / \ . . . . . . . AHU -52A3 \ . . HVAC SECTION - MECHANICAL ROOM M4.0) SCALE: 1/8 " =1' -0" 0 4' 8' 16' HVAC SECTION - AHU'S - FOR REFERENCE ONLY SCALE: 1/41.=1'-0* REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVIRIfM L8) GREENHECK FABRA HOOD GRAVITY INTAKE W/ 72x144 THROAT SIZE 0 2' 4' 8' 48x72 120x120 RETURN MANIFOLD 60x96 99x99 CJRB \, 60x108 < < AHJ -52A1 60x152 99x99 SUPPLY AND RETURN DUCT 141x120 SUPPLY MANIFOLD HVAC SECTION - MECHANICAL ROOM FOR REFERENCE ONLY M4.0 SCALE: 1/8 " =1' -0" 0 4' 8' 16' RECEIVED APR 02 2010 PERMIT CENTER tri ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC SECTIONS SHEET NUMBER: M4. ; ;45 - _L \ \ \ AHU -52D1] \ \ \ — \ \ \ N -' II - II 11 - ' - II 11 - II 11 - - II may, -, / \ / / \ / \ 2:222><::::: \ / \ / / \ / \ - - I - - \ - - AHU_ 52D2 [ ] 141x120 SUPPLY MANIFOLD I I I I 1 I I �y II II II - II II - II II - \ II IL, ' yi \ / / \ II I - II - - II I'/ I i 1 1 jh II - II - 11 - - I' 1 I I AHU -52C2 AHU -52B1 i I AHU -52C1 - AHU -52A1 I AHU -52A2 I 1 I I / 99x99 99x99 70x99 56x99 99x99 99x99 Y 30x99 44x99 JJ •V EXISTING SUPPLY & RETURN Ilk HVAC SECTION - MECHANICAL ROOM M4.0) SCALE: 1/8 " =1' -0" 0 4' 8' 16' HVAC SECTION - AHU'S - FOR REFERENCE ONLY SCALE: 1/41.=1'-0* REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVIRIfM L8) GREENHECK FABRA HOOD GRAVITY INTAKE W/ 72x144 THROAT SIZE 0 2' 4' 8' 48x72 120x120 RETURN MANIFOLD 60x96 99x99 CJRB \, 60x108 < < AHJ -52A1 60x152 99x99 SUPPLY AND RETURN DUCT 141x120 SUPPLY MANIFOLD HVAC SECTION - MECHANICAL ROOM FOR REFERENCE ONLY M4.0 SCALE: 1/8 " =1' -0" 0 4' 8' 16' RECEIVED APR 02 2010 PERMIT CENTER tri ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC SECTIONS SHEET NUMBER: M4. ; ;45 - COMBINATION BALANCING AND FLOW MEASURING VALVE MIXING TYPE MODULATING CONTROL VALVE W /SPRING RETURN o 1/2" PETE'S PLUG (TYP) ISOLATION VALVE W /MEMORY STOP, SEE PIPE MATRIX FOR VALVE TYPE SEE FLOOR PLANS FOR PIPE SIZES MANUAL AIR VENT (TYP) MANUAL BALANCING VALVE (TYP) 3/4" HOSE END DRAIN VALVE TO DDC x ISOLATION VALVE, SEE PIPE MATRIX FOR VALVE TYPE (TYP) Y— STRAINER W/ 3/4" HOSE END DRAIN VALVE NOTE: USE DIELECTRIC UNIONS AT JUNCTION OF DIS— SIMILAR METALS RUNOUT SIZES ARE FULL SIZE OF COIL CONNECTIONS U.N.O. (TYP) LINE SIZE MASON M/N SFEJ OR METAL BRAIDED FLEX CONNECTIONS AT EACH COIL CONNECTION (TYP) AHU CHW COIL PIPING DETAIL 3/4" HOSE END VALVE WI CAP, AIR VENT 2— POSITION MANUAL ISOLATION VALVE (TYP) © �L SCALE: NOT TO SCALE f11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ III ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■ ■ ■I ■ ■ ■■■ ■ ■ ■ III ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■I ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■■ ■ ■■■ ■I• ■ ■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Ell I ■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ III I ■III■■ ■ ■ ■ ■ ■ ■ ■I■ ■ ■■■■ ■ ■ ■ ■ ■ ■■■ I ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■ ■■■ ■■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■■■■■■ ■ ■ ■ ■■■ ■ ■ ■ ■■■■■ ■ ■■■■I ■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■■ ■ ■■ ■I CHILLER PIPING HOOK -UP DETAIL SCALE: NOT TO SCALE FLOW 1/2" INSTRUMENT PIPING (rYP) 1/2" BALL VALVE (TYP) PUMP FLANGE TAP (TYP) WELD NECK FLANGE (TYP) MINIMUM 24" SPOOL PIECE, 5 PIPE DIA. IF POSSIBLE 1/2" P/T PORT LIQUID FILLED PRESSURE GAUGE, SUBMITTAL TO SPECIFY PRESSURE RANGE SEE FLOOR PLANS FOR PIPE SIZES, ALL VALVES ARE FULL SIZE OF PIPE () ECCENTRIC PLUG VALVE FLANGED, SILENT, NON— SLAMMING CHECK VALVE 40.) FLOW s L 3/4" DRAIN W/ BALL VALVE, HOSE ADAPTER, AND CAP LUG STYLE BUTTERFLY ISOLATION VALVE WITH GEAR OPERATOR (TYP) WYE STRAINER WITH BLOWDOWN VALVE FLEX CONNECTION (TYP) REDUCER SPOOL (TYP) CHW PUMP PIPING DETAIL SCALE: NOT TO SCALE 226 4 ME 107 3/22 32 FACTORY CURB. SECURE TO ROOF BY G.C. REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION 4 7/16 ROOF FIELD VERIFY ROOF SLOPE PRIOR TO ORDERING CURB `�° RETURN AIR IN _3 L F\ I \ 1416 I \ \ L \I / / iIIII— yin III 011 DI Ill 1 111\1 I II lc) N L ( tB . — ■_ I SUPPLY '26 AIR OUT 43 _� -1�� du 11: 5Jt6 I, ---1 \ \ / / 1. 0 11 11 � f _I_.____ — 464 I I RE�TUR ! I AIR IN I II 111 11 1 I 11 - .II 169 - III 0111 14?�i16 / L/ / / I 1 _► SUPPLY AIR OUT 22G 1f8 Twilit 1 -11 11 - H 1 11 VI I °I I� U 3 /l6 LI 11 '- L_ l - 4 7116 -I 2 ?1/• OUTSIDE AIR IN FACTORY 3 4 ®- \\ 09 1/4 RETURN AIR IN PLAN VIEW 33 9/16 SPLIT— 121 V4 t? 33 9.16 .66 3/13 — FACTORY SPLIT 47/1 ■► SUPPLY AIR OUT Yie 3116 0 0 0 0 7 °9 1/4 127 15/16 SECT1115 A (A) 1 1/4" DEC DRAIN (TYR OF 2) (B) 1 1 /4 "DVERFLDW DRAIN <TYF', OF 2) (C) 3/4° MAKEUP WATER <TYR OF 2) #*;SEE NOTES SECTION i6 1/2 SECTION D 174 25/22 SECTION C 554 27/32 FRONT VIEW 161 5/B 2221129 D AHU DETAIL - FOR REFERENCE ONLY SCALE: NOT TO SCALE .I ®® m 11,11 11 INTAKE HOOD MINIMUM 4 SCREWS W/ MAX 36" SPACING RIGID INSULATION, CANT STRIP & ROOFING BY GC OUTSIDE AIR DUCT INSULATE PER WSEC ROOF For Th ins ,iEr' ry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: TYPICAL OUTSIDE AIR INTAKE HOOD DETAIL SABEY DATA CENTER SCALE: NOT TO SCALE COMPONENTS: 1. COIL CONDENSATE DRAIN (1 1/4" MPT, TYP 4 PER SIDE) 2. OUTSIDE AIR DARER (TYP 2) 3. 4 ", 30X OUTSIDE AIR PRE —FILTER (FRONT ACCESS, TYP 2) 4. 12 ", 60XOUTSIDE AIR FINAL FILTER (FRONT ACCESS, TYP 2) 5. CHILLED WATER COIL (IYP 8) 6. INDIRECT EVAPORATIVE COIL (1W 4) 7. SUPPLY BLOWER /MOTOR ASSEMBLY (TYP 2) 8. RETURN NR DAMPER (TYP 3) 9. SUPPLY FAN VFDe OW 2) 10. BYPASS DUCT INLET 11. BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS 12. DISCHARGE SHUTOFF /ISOLATION DAMPERS 13. MIST ELIMINATOR WEIGHT ESTIMATES: RIGGING: 44,500 LBS. OPERATING: 48,000 LBS. CLEARANCES: ACCESS DOORS — 38' OUTSIDE NR HOOD — n /a" NOTES: BYPASS DUCTING FIELD SUPPLIED & INSTAL ED DUCT LOCATIONS & SIZES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS RECEIVED APR 0 2 2010 PERMIT CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC DETAILS SHEET NUMBER: M5. 6/ 8 15/16 -.4 7/16 107 3/32 /32 PLAN VIEW Q 4 4 7:16 L 4 TAO /66 4 7/16 47./16 -4 7/16 4 7,16 i6 I J 1 1 F I MALI 1111 1 111 I I I 159 3 3/16 I iii 11P - . iu HI °I .1 A a PPLY II \ E\ II • • 1 h .. I / � , — ,o. ., —I— H 1 i i I i LI I I � H IV IN = I =� a — ■ Li ■ I I I-1 L 4 TAO /66 4 7/16 47./16 -4 7/16 4 7,16 8 15/16 09 1/4 RETURN AIR IN 2 31/3 107 3/32 OUTSIDE 1 AIR IN FACTOR PLAN VIEW • -,3 9/16 SPLIT- N1 1/4 53 9/16 166 5/0 -- FACTORY SPLIT hh 4 7/16 160 9/16 O 0 O O 0 O 12715/M SECTION A 88 1/2 SECTION 8 (A) 1 1/4' DEC DRAIN (TYP, OF 2) (B) 1 1 /4`DVERFLDW DRAIN (TYP. OF 2) (C) 3/4' MAKEUP WATER (TYP, OF 2) N:tExSEE NOTES SECTI ❑N SUPPLY AIR OUT 49 1/4 116 554 27/32 FRONT VIEW 163 5/8 SECTION D SPLIT AHU DETAIL SCALE: NOT TO SCALE COMPONENTS: 1. COIL CONDENSATE DRAIN (1 1/4' MPT, Tr. OF 4 PER SIDE) 2. OUTSIDE NR DAMPER (TYP_ OFF 2) 3. 4 ", 30% OUTSIDE AIR PRE TER (FRONT ACCESS, TYP. OF 2) 4. 12', 60% OUTSIDE AIR FINAL FILTER (FRONT ACCESS. TYP. OF 2) 5. CHILLED WATER COIL (TYP. OF 8) 6. INDIRECT EVAPORATNE COIL (TYP OF 4 7. SUPPLY BLOWER/MOTOR ASSEMBLY or. OF 2) 8. RETURN AIR DAMPER (TYP. OF 3) 9.) SUPPLY FAN VFDs (TYP OF 2) 10.) BYPASS DUCT INLET 11.) BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS 12.) DISCHARGE SHUTOFF /ISOLATION DAMPERS 13.) MIST ELIMINATOR WEIGHT ESTIMATES: RIGGING: 25,500 LBS. OPERATING: 27,250 LBS. CLEARANCES: ACCESS DOORS — 38" OUTSIDE AIR HOOD — n /a" NOTES: BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT LOCATIONS & SIZES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS FLASH & COUNTERFLASH. SEE ARCH'L DWGS. STEEL PIPE SUPPORT. REFER TO STRUCTURAL DWGS. LJUUU nn PUMP (CHP 52A1 & CHP 52B1) SEISMIC VIBRATION rISOLATORS [STEEL FRAME ROOF MOUNTED PUMP SUPPORT DETAIL SCALE: NOT TO SCALE DUCT CONNECTIONS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. (TYPICAL) FRAMED OPENING PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND UL555 BY GENERAL CONTRACTOR. WALL RETAINING ANGLE �ALTERNATE AA�OCESSS DOOR LOCATION) DAMPER FRAME PROVIDE ONE ACCESS DOOR FOR ACCESS TO FIRE DAMPER r Q1 COMPLY WITH UL555 AND MANUFACTURERS INSTALLATION INSTRUCTIONS WALL SLEEVE FIRE DAMPER TYPE B - FOR REFERENCE ONLY SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 0 2 2010 PERMIT CENTER u 5: ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC DETAILS SHEET NUMBER: M5.1 � ___1 H 1 1 F ii'iir��' / -1 1 LL iii 11P - . iu HI °I Ell 1 h .. I / � , ,o. ., H 1 i i I i LI � H IV IN =� a Li 8 15/16 09 1/4 RETURN AIR IN 2 31/3 107 3/32 OUTSIDE 1 AIR IN FACTOR PLAN VIEW • -,3 9/16 SPLIT- N1 1/4 53 9/16 166 5/0 -- FACTORY SPLIT hh 4 7/16 160 9/16 O 0 O O 0 O 12715/M SECTION A 88 1/2 SECTION 8 (A) 1 1/4' DEC DRAIN (TYP, OF 2) (B) 1 1 /4`DVERFLDW DRAIN (TYP. OF 2) (C) 3/4' MAKEUP WATER (TYP, OF 2) N:tExSEE NOTES SECTI ❑N SUPPLY AIR OUT 49 1/4 116 554 27/32 FRONT VIEW 163 5/8 SECTION D SPLIT AHU DETAIL SCALE: NOT TO SCALE COMPONENTS: 1. COIL CONDENSATE DRAIN (1 1/4' MPT, Tr. OF 4 PER SIDE) 2. OUTSIDE NR DAMPER (TYP_ OFF 2) 3. 4 ", 30% OUTSIDE AIR PRE TER (FRONT ACCESS, TYP. OF 2) 4. 12', 60% OUTSIDE AIR FINAL FILTER (FRONT ACCESS. TYP. OF 2) 5. CHILLED WATER COIL (TYP. OF 8) 6. INDIRECT EVAPORATNE COIL (TYP OF 4 7. SUPPLY BLOWER/MOTOR ASSEMBLY or. OF 2) 8. RETURN AIR DAMPER (TYP. OF 3) 9.) SUPPLY FAN VFDs (TYP OF 2) 10.) BYPASS DUCT INLET 11.) BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS 12.) DISCHARGE SHUTOFF /ISOLATION DAMPERS 13.) MIST ELIMINATOR WEIGHT ESTIMATES: RIGGING: 25,500 LBS. OPERATING: 27,250 LBS. CLEARANCES: ACCESS DOORS — 38" OUTSIDE AIR HOOD — n /a" NOTES: BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT LOCATIONS & SIZES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS FLASH & COUNTERFLASH. SEE ARCH'L DWGS. STEEL PIPE SUPPORT. REFER TO STRUCTURAL DWGS. LJUUU nn PUMP (CHP 52A1 & CHP 52B1) SEISMIC VIBRATION rISOLATORS [STEEL FRAME ROOF MOUNTED PUMP SUPPORT DETAIL SCALE: NOT TO SCALE DUCT CONNECTIONS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. (TYPICAL) FRAMED OPENING PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND UL555 BY GENERAL CONTRACTOR. WALL RETAINING ANGLE �ALTERNATE AA�OCESSS DOOR LOCATION) DAMPER FRAME PROVIDE ONE ACCESS DOOR FOR ACCESS TO FIRE DAMPER r Q1 COMPLY WITH UL555 AND MANUFACTURERS INSTALLATION INSTRUCTIONS WALL SLEEVE FIRE DAMPER TYPE B - FOR REFERENCE ONLY SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 0 2 2010 PERMIT CENTER u 5: ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC DETAILS SHEET NUMBER: M5.1 MAKE UP WATER ASSEMBLY 12" 6" 620 GPM CH -52A2 CH -52B2 6" 620 GPM 6" 452 GPM 6" 452 GPM TYPICAL r CHWP -52A 8" 904 GPM CH -52A1 10" CHWS & CHWR HEADER CHWP -52B 8" 904 GPM CH -52B1 6" 452 GPM I I-- I I I I L I I I CHWP -52C 8" 904 GPM SCOPE OF WORK THIS PERMIT CH -52C2 6" 452 GPM CH -52C1 al 6" 452 GPM I r- I I i CHWP -52D FUTURE CH -52D2 6" 452 GPM 8" 904 GPM FUTURE CH -52D1 Lr- - r ET -52 POT FEEDER — 12" L I� 6" 561 GPM L » e AHU -52A1 AHU -52A2 i J r-__= =DI j I I- L_�f 1=_ -1 k<//p:: J 3" CHWS & CHWR TO COILS AHU -52B1 1 i AHU -52C1 L ®- AHU -52C2 e SCOPE OF WORK THIS PERMIT r L- L FUTURE AHU -52D1 6" 452 GPM FUTURE AHU -52D2 ROOF REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION 3RD FLOOR 2ND FLOOR L ® v AHU -52D3 AHU -52C3 MINIM Min= IIMIMIN CDCHILLED WATER DIAGRAM SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCOPE OF WORK THIS PERMIT N 1ST FLOOR RECEIVED APR 0 2 2010 PERMIT CENTER For Th ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com 4471x:;; PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 ';',XtVittrel REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: HVAC DIAGRAMS SHEET NUMBER: M6. AIR HANDLER SCHEDULE Tag GENERAL: Damper Type QTY Size Sections Act Typ Act Model INNOVENT INNOVENT INNOVENT INNOVENT INNOVENT BASIS OF DESIGN, MANUFACTURER VCD -23 AHU -52A1, -52A2 (EXISTING) AHU -52B1 (EXISTING) AHU -52A3, -52B2 (EXISTING) AHU -52C1, —52C2 AHU -52C3, —52D3 TAG # QUANTITY 2 1 2 2 2 CONSTRUCTION INDOORS INDOORS INDOORS INDOORS INDOORS LOCATION 3RD FLOOR MECHANICAL ROOM 3RD FLOOR MECHANICAL ROOM 1ST FLOOR 3RD FLOOR MECHANICAL ROOM 1ST FLOOR SERVES 2ND FLOOR DATA CENTERS 2ND FLOOR DATA CENTERS 1ST FLOOR UPS ROOM 2ND FLOOR DATA CENTERS 1ST FLOOR UPS ROOM 143" 121" BOTH UNITS STACKED 143" 121" BOTH UNITS STACKED OVERALL HEIGHT 143" OVERALL WIDTH 156" 312" 128" 156" 128" OVERALL LENGTH 373" 373" 254" 373" 254* OVERALL WEIGHT 27,250 lbs 48,000 lbs 15,300 lbs COMBINED WEIGHT 27,250 Ibs 15,300 lbs COMBINED WEIGHT 1 YES YES YES YES YES FACTORY STRUCTURAL STEEL BASE INSULATED THROUGHOUT 2 IN ® 3 LBS THROUGHOUT 2 IN © 3 LBS THROUGHOUT 2 IN ® 3 LBS THROUGHOUT 2 IN 0 3 LBS THROUGHOUT 2 IN 0 3 LBS THROUGHOUT EXTENT OF DOUBLE WALL CONSTRUCTION SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT 38 x 28 YES YES YES YES YES SOLID STAINLESS STEEL INNER WALL 0 EVAPORATIVE SECTION FAN CONFIGURATION DRAW - THROUGH DRAW - THROUGH DRAW - THROUGH DRAW - THROUGH DRAW - THROUGH FAN TYPE DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS FAN QUANTITY PER AIR HANDLER 1 2 1 1 1 COMBINED FAN TOTAL DESIGN AIRFLOW 57,500 CFM 115,000 CFM 13,500 CFM 57,500 CFM 13,500 CFM FAN RPM 1170 RPM 1,170 1,540 1170 RPM 1,540 CHILLED WATER COOLING COIL (INCLUDE DRAIN PAN) YES, PIPED TO ONE SIDES YES, PIPED TO BOTH SIDES YES YES, PIPED TO ONE SIDES YES DESIGN COOLING AIRFLOW CONDITIONS ENTERING 91T DB / 70'F WB; LEAVING 50T DB ENTERING 91T DB / 70'F WB; LEAVING 50'F DB ENTERING 95T DB / 76T WB; LEAVING 64'F DB ENTERING 91'F DB / 70'F WB; LEAVING 50'F DB ENTERING 95F DB / 76T WB; LEAVING 64'F DB DESIGN COOLING CHILLED WATER CONDITIONS ENTERING 40'F LEAVING 51'F ENTERING 40'F LEAVING 51'F ENTERING 40T LEAVING 51'F ENTERING 40'F LEAVING 51'F ENTERING 40'F LEAVING 51T GLYCOL PERCENTAGE IN CHILLED WATER 20% 20% 20% 20% 20% SPRING ISOLATION WITH CUSHIONED FAN SEISMIC SNUBBERS YES YES YES YES YES COUNTERBALANCED DISCHARGE (FLOOR) DAMPER YES YES YES YES YES UNIT DISCHARGE FRONT TOP DISCHARGE FRONT TOP DISCHARGE FRONT BOTTOM DISCHARGE FRONT TOP DISCHARGE FRONT BOTTOM DISCHARGE INTERNAL AIRFLOW MEASUREMENT DEVICE YES YES YES YES YES DESIGN FAN TOTAL STATIC PRESSURE 4.63 4.63 3.56 4.63 3.56 LOUVERED INLET PLENUM NO, DUCTED NO, DUCTED NO, DUCTED NO, DUCTED NO, DUCTED LOW -LEAK MIXING DAMPERS YES YES YES YES YES DAMPER ACTUATORS - FACTORY MOUNTED OUTSIDE, RETURN, COOLING BYPASS OUTSIDE, RETURN, COOLING BYPASS OUTSIDE, RETURN OUTSIDE, RETURN, COOLING BYPASS OUTSIDE, RETURN PREFILTERS — V BANK MERV 8 (N30 %) flat filter bank MERV 8 (N3O %) flat filter bank MERV 8 (N30 %) flat filter bank MERV 8 (N30 %) flat filter bank MERV 8 (N30 %) flat filter bank CARTRIDGE FILTERS MERV 11 (,-65%) 12" MERV 11 (N65 %) 12" MERV 11 (,-65%) 12" MERV 11 (N65 %) 12" MERV 11 (N65 %) 12" DIRECT EVAPORATIVE EFFICIENCY 89% 89% 89% 89% 89% EVAP MEDIA TYPE CELDEK- 12 IN CELDEK- 12 IN CELDEK- 12 IN CELDEK- 12 IN CELDEK- 12 IN EVAP MEDIA FACE VELOCITY 500 ft /min MAX 500 ft /min MAX 500 ft /min MAX 500 ft /min MAX 500 ft /min MAX STAINLESS STEEL PUMP - Evaporative SECTION YES YES YES YES YES NUMBER OF EVAPORATIVE PUMPS 1 1 1 1 1 STAINLESS STEEL EVAPORATIVE SECTION SUMP YES, SLOPING YES, SLOPING YES, SLOPING YES, SLOPING YES, SLOPING FACTORY VALVE MOUNTED ON MAKEUP TO SUMP FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE PUMP BLEED BRANCH PIPE ROUTED TO OVERFLOW DRAIN YES YES YES YES YES BYPASS PROVIDED FOR COOLING COIL AND EVAPORATIVE MEDIA EXITING TUNNEL AFTER FILTER & REENTERING BEFORE FAN YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD- INSTALLED EXTERNAL DUCT ATOP UNIT YES YES YES YES YES MODULATING CONTROL DAMPER ON BYPASS PATH NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS CORRESONDING FACE DAMPER FOR EVAPORATIVE MEDIA POLYURETHANE PAINT POLYURETHANE PAINT POLYURETHANE PAINT POLYURETHANE PAINT TYPE OF EXTERNAL CORROSION PROTECTION (PAINT) POLYURETHANE PAINT DELIVERY FOB JOBSITE FOB JOBSITE FOB JOBSITE FOB JOBSITE FOB JOBSITE 1 YEAR PARTS AND LABOR WARRANTY YES YES YES YES YES 14 to 16 weeks 14 to 16 weeks 14 to 16 weeks 14 to 16 weeks 14 to 16 weeks LEAD TIME (indicate shipping origin) Electrical: NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO, ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS SINGLE POINT POWER VOLTAGE /PHASE 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS FAN MOTOR HP QUOTED 75 HP per Unit 2 —EA AT 75 TOTAL 150 HP per Unit 15 HP per Unit 75 HP per Unit 15 HP per Unit FAN MOTOR BHP 62.99 BHP per Unit 2 -62.99 BHP per Unit 10.9 BHP per Unit 62.99 BHP per Unit 10.9 BHP per Unit MOTOR EFFICIENCY (SPECIFY) 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE VFD FOR EACH SUPPLY FAN FACTORY MOUNTED YES YES YES YES YES ELECTRICAL BYPASS ON VFD'S NO NO NO NO NO YES YES YES YES YES DEDICATED 120V WIRING TO INTERIOR LIGHTS INTERNAL LIGHTS YES YES YES YES YES GFI SERVICE OUTLETS YES YES YES YES YES WIRING TO DAMPER MOTORS YES YES YES YES YES WIRING TO FACE AND BYPASS DAMPER ACTUATORS NA NA NA NA NA STARTERS FOR EVAPORATIVE PUMPS YES YES YES YES YES WIRING TO STARTERS FOR EVAPORATIVE PUMPS YES YES YES YES YES 480/120 TRANSFORMER YES YES YES YES YES DISCONNECTS SPPP Disconnect SPPP, Disconnect SPPP Disconnect SPPP Disconnect SPPP Disconnect UL /ETL APPROVAL YES YES YES 1 YES YES i NOTES: 1. MANUFACTURER TO PROVIDE FACTORY INSTALLED NON CHEMICAL WATER TREATMENT SYSTEM W /CONDUCTIVITY METER AND BLEED SOLENOID. 2. MANUFACTURER TO PROVIDE SPRING RETURN (FAIL TO 100% RA) ELECTRONIC DAMPER ACTUATORS, WIRED AND LINKED 3. MANUFACTURER TO PROVIDE SIGNALLING (PULSE -TYPE) WATER METER WITH TOTALIZER DIAL IN BLEED BRANCH PIPING (DEDUCT METER) CENTRAL PLANT DAMPER SCHEDULE Tag Location Damper Type QTY Size Sections Act Typ Act Model Voltage Act Qty Fail Postion Act Posision (E) SMD -1 thru 6 Mech Room Supply Header VCD -23 6' 120 x 142 1 Two Position AF -24 24v 6 Open Internal (E) RMD -1 thru 6 Mech Room ReturnHeader VCD -23 6 120 x 120 1 Two Position AF -24 24v 4 Open Internal (E) SMD -7 thru 10 Mech Room Supply Header MBD -15 4 122 x 60 2 Manual 228" x 132" x 36.5" 228" x 132" x 36.5" WEIGHT 1015 LBS 1015 LBS (E) EAD —1 UPS Room exhaust VCD -23 1 60 x 40 1 Modulating AF -24MFT 24v 1 Open External (E) EAD —2 UPS Room exhaust VCD -23 1 60 x 40 1 Modulating AF -24MFT 24v 1 Open External (E) RFD -1 UPS Return fans VCD -23 1 38 x 28 1 Modulating NF -24SR 24v 1 Open External (E) RFD— 2 UPS Return fans VCD -23 1 38 x 28 1 Modulating NF -24SR 24v 1 Open External (E) RD -1 UPS return duct VCD -23 1 40 x 48 1 Modulating AF -24MFT 24v 1 Closed External (E) Bypass UPS room supply Bypass MBD -15 1 48 x48 1 Manual (E) DID 1 thru 4 Supply / return future MBD -15 2 99 x99 4 Manual (E) GBDD -1 Generator room intake WD -330 1 216 x 192 4 Gravity (E) FD -1 and 2 UPS room south wall Fire FD -150 Fire damper 1 60 x 40 2 (E) FD -3 and 4 UPS Room North wall FD -150 Fire damper 2 48 x 48 1 (E) FD -5 UPS Room North wall FD -150 Fire damper 1 40 x 48 1 (E) FD— 6 UPS Room East wall FD -150 Fire damper 1 40 x 48 1 (E) OSAD -1 UPS AHU outside air VCD -23 1 104 x 32 2 Modulating AF -24MFT 24v Open External OSAD -1 UPS AHU outside air VCD -23 1 104 x 32 2 Modulating AF -24MFT 24v Open External GBDD -2 Generator room intake WD -330 1 216 x 192 4 Gravity REVIEWED FOR CODE COMPLIANCE Am :mai/ED km 15 2010 City of Tukwila gIIILDING DIVISION EXPANSION TANK SCHEDULE EQUIP ET -52 -1 (EXISTING) SERVES CHILLED WATER STYLE VERTICAL BASE MOUNT VOLUME (GALS) 77 ACCEPTANCE (GALS) 38 BASIS OF DESIGN B &G PTA REMARKS ASME 200 F, 150 PSI GRAVITY VENTILATOR SCHEDULE TAG # GV -52A —D (EXISTING) GV -52E —F BASIS OF DESIGN GREENHECK GREENHECK MODEL NUMBER FHI nil LOCATION ROOF ROOF SERVICE OSA INTAKE OSA INTAKE CFM 57500 57500 PRESSURE DROP 0.089 0.089 THROAT FREE AREA 72 SF MINIMUM 72 SF MINIMUM INTAKE FREE AREA 144 SF MINIMUM 144 SF MINIMUM FACTORY SCREEN YES YES FACTORY DAMPER NO NO FACTORY CURB NO NO CURB BY G.C. YES YES THROAT SIZE 144" x 72" 144" x 72* LENGTH X WIDTH X HEIGHT 228" x 132" x 36.5" 228" x 132" x 36.5" WEIGHT 1015 LBS 1015 LBS ' I• ,1. �t 4 i' GENERATOR FAN SCHEDULE TAG # EF -1 (EXISTING) EF -2 (EXISTING) EF -3 EF -4 BASIS OF DESIGN MANUF. GREENHECK GREENHECK GREENHECK GREENHECK MODEL S2-30- 620- B20 S2-30- 620-B20 S2 -30- 620 -B20 S2 -30- 620 -B20 SERVICE GENERATOR EXHAUST GENERATOR EXHAUST GENERATOR EXHAUST GENERATOR EXHAUST FAN TYPE PROPELLER PROPELLER PROPELLER PROPELLER MOUNTING SIDEWALL SIDEWALL SIDEWALL SIDEWALL CFM 0 70F 12,666 12,666 12,666 12,666 E.S.P. .25" .25" .25* .25" BHP /HP 2.13/2 2.13/2 2.13/2 1.72/1.5 VOLTAGE /PHASE 460/3 460/3 460/3 460/3 MOTOR EFFICIENCY CODE MIN CODE MIN CODE MIN CODE MIN OVERALL WIDTH 38 38 38 22 OVERALL LENGTH 38 38 38 38 TOTAL WEIGHT (LBS) 130 130 130 130 NOTE: CONTROL WITH WALL MOUNTED THERMOSTAT. FAN ON AT 90' F., OFF AT 80' F (ADJUSTABLE). RECEIVED APR 0 2 2010 PERMIT CENTER ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION 0 .�..t YAn ; rt McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC SCHEDULES AND SPECIFICATIONS SHEET NUMBER: M7 s FAN SCHEDULE TAG # CH -52A1 & 52A2 (EXISTING) TAG # CH -52C1 & 52C2 QUANTITY OF ASSEMBLIES, QUAN. OF MODULES RF -52A, RF -52B (EXISTING) RF -52C, RF -52D QUANTITY MANUFACTURER AIRSTACK ASP -30 2 2 BASIS OF DESIGN MANUF. 300 TONS GREENHECK GREENHECK 268.1 MODEL 268.1 VADS- 30F14- 14 -A7.5 VADS- 30F14- 14 -A7.5 LOCATION 13.4 AMBIENT TEMPERATURE FOR RATING(T) UPS ROOM UPS ROOM SERVICE LOW AMBIENT OPERATION /ACCESSORIES YES - 0'F RETURN AIR RETURN AIR FAN TYPE 20 20 DIRECT DRIVE MIXED FLOW DIRECT DRIVE MIXED FLOW AIRFLOW 460/3 460/3 13200 13200 STATIC PRESSURE 22,000 AMPS COMPRESSOR RIA 2" 2" BHP CHILLER SINGLE POINT POWER YES. PER 5, 30TON MODULES 6.78 HP 6.78 HP MOTOR HP 2 © 292 AMPS 2 © 292 AMPS 7.5 HP 7.5 HP VOLTAGE /PHASE 2 © 350 2 0 350 480V/30 480V/3e MOTOR EFFICIENCY 1.05 FACTORY MOUNTED STARTER 87.5% OR BETTER 87.5% OR BETTER MOTOR RPM MIN FULL LOAD CHILLER PERFORMANCE (PER ARI 550/590) 3.37 COP 1770 1770 VFD 18.8 IPLV 18.8 IPLV YES YES TWO SPEED MOTOR 51/40T 51/40T NO NO MOTOR ENCLOSURE 621 GPM TYPE OF REFRIGERANT TEFC TEFC ADJUSTABLE PITCH /FIXED PITCH SHEAVE ASSEMBLY LENGTH X WIDTH X HEIGHT (NOT INCL. BASE) 364 "x72 "x78" NO NO OVERALL HEIGHT 20,000 LBS PER 10, 30TON MODULES 20,000 LBS PER 10, 30TON MODULES 33.38 33.38 OVERALL WIDTH BY ELEC BY ELEC 38 38 OVERALL LENGTH (DOES NOT INCLUDE ACCESS SECTION) YES NOISE CRITERIA MAXIMUM DB LEVEL 30 FEET FROM CHILLER 52 52 MOUNTING TYPE SUSPENDED SUSPENDED MOUNTING POSMON HORIZONTAL HORIZONTAL TOTAL WEIGHT (LESS ANY ACCESSORIES) 691 LBS 691 LBS BASE NA NA ISOLATOR NA NA THRUST RESTRAINT NA NA FLEX CONNECTOR FLEXIBLE DUCT FLEXIBLE DUCT MOTION RESTRAINT NOT REQUIRED NOT REQUIRED SMOKE DETECTOR NOT REQUIRED NOT REQUIRED DISCONNECTS BY ELEC BY ELEC STARTER (BY ELEC) NR NR VFD CONTROL (McK PROVIDE, ELEC INSTALL) YES YES . ELECTRONIC 0 & M DATA YES YES 110 V. SERVICE OUTLET WITHIN 25' NA NA OPTIONS /ACCESSORIES SPECIAL COATINGS NA NA OSHA APPROVED MOTOR COVER NA NA BELT GUARD NA NA INSPECTION SECTION W/ BOLTED ACCESS DOOR NA NA WIND SHROUD NA NA SPARK RESISTANT NA NA MOTORIZED DAMPER PER SEC 1412.4.1 NA NA SON ES NOISE CRITERIA LwA dBA SOUND POWER BY OCTAVE BAND INLET INLET 63 84 84 125 84 84 250 87 87 500 81 81 1000 80 80 2000 79 79 4000 74 74 8000 75 75 MODULAR AIR COOLED SCROLL CHILLER SCHEDULE TAG # CH -52A1 & 52A2 (EXISTING) CH -52B1 & 52B2 (EXISTING) CH -52C1 & 52C2 QUANTITY OF ASSEMBLIES, QUAN. OF MODULES 10 (30T) MODULES EACH 10 (30T) MODULES EACH 10 (30T) MODULES EACH MANUFACTURER AIRSTACK ASP -30 AIRSTACK ASP -30 AIRSTACK ASP -30 NOMINAL TONNAGE 300 TONS 300 TONS 300 TONS TOTAL TONS AT SPECIFIED CONDITIONS 268.1 268.1 268.1 MINIMUM CAPACITY 0 SPECIFIED CONDITIONS 13.4 13.4 13.4 AMBIENT TEMPERATURE FOR RATING(T) 95T 95T 95T LOW AMBIENT OPERATION /ACCESSORIES YES - 0'F YES - OT YES - 0'F GLYCOL PERCENTAGE IN FLUID (PE) 20 20 20 VOLTAGE /PHASE 460/3 460/3 460/3 SHORT CIRCUIT INTERUPT CAPACITY 22,000 AMPS 22,000 AMPS 22,000 AMPS COMPRESSOR RIA 25A PER COMPRESSOR 25A PER COMPRESSOR 25A PER COMPRESSOR CHILLER SINGLE POINT POWER YES. PER 5, 30TON MODULES YES. PER 5, 30TON MODULES YES. PER 5, 30TON MODULES CHILLER MCA (FOR 10, 30TON MODULES) 2 © 292 AMPS 2 © 292 AMPS 2 0 292 AMPS CHILLER MOP (FOR 10, 30TON MODULES) 2 © 350 2 © 350 2 0 350 kW/TON 0 ARI CONDITIONS 1.05 1.05 1.05 FACTORY MOUNTED STARTER YES 1YES YES MIN FULL LOAD CHILLER PERFORMANCE (PER ARI 550/590) 3.37 COP 3.37 COP 3.37 COP MIN INEGRATED PART LOAD VALUE (IPLV PER ARI 550/590) 18.8 IPLV 18.8 IPLV 18.8 IPLV EVAPORATOR CONDmONS(EWT /LWT) 51/40T 51/40T 51/40T EVAPORATOR GPM 621 GPM 621 GPM 621 GPM TYPE OF REFRIGERANT R -407c R -407c R -407c ASSEMBLY LENGTH X WIDTH X HEIGHT (NOT INCL. BASE) 364 "x72 "x78" 364 "x72 "x78" 364 "x72 "x78" UNIT OPERATING WEIGHT 20,000 LBS PER 10, 30TON MODULES 20,000 LBS PER 10, 30TON MODULES 20,000 LBS PER 10, 30TON MODULES UNIT DISCONNECT BY ELEC BY ELEC BY ELEC VICTAULIC PIPE CONNECTIONS YES YES YES NOISE CRITERIA MAXIMUM DB LEVEL 30 FEET FROM CHILLER 76.5 76.5 76.5 ROOFTOP CHW PUMP SCHEDULE TAG # CHP -52A, -52B (EXISTING) CHP -52C, -52D QUANTITY 2 2 BASIS OF DESIGN B &G VSH B &G VSH MODEL NUMBER 6x8x13 -1/2 6x8x13 -1/2 SERVICE CHILLED WATER CHILLED WATER LOCATION OUTDOOR OUTDOOR FLOW 1260 GPM 1260 GPM FT. TOTAL HEAD 60 60 MOTOR RPM 1750 1750 MAX FLUID PRESSURE PSIG 175 PSI 175 PSI % PROPYLENE GLYCOL IN FLUID 20% 20% MOTOR HP 25 25 MOTOR BRAKE HP 22.5 22.5 MOTOR TYPE TEFC W/ DRIP CAP TEFC W/ DRIP CAP VOLTAGE /PHASE 460/3 460/3 MOTOR EFFICIENCY PER WSEC PER WSEC VFD NO NO STARTER, DISCONNECT BY ELEC BY ELEC WEIGHT 2200 2200 PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM TEMP RANGE THERMAL COND. MEAN RATING TEMPERATURE INSULATION MATERIAL INSULATION THICKNESS BY PIPE SIZE INSUL. RUNOUTS TO 2' (2) 1' AND LESS 11/4' TO 2" 21/2' TO 4" 5" TO 6' OVER 6' HANGERS NON - POTABLE COLD WATER ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 1, 2, & 3 NON - POTABLE HOT WATER >105 . 0.24 -0.28 100 FIBERGLASS 0.5 1.0 1.0 1.5 1.5 1.5 NOTES 1, 2, & 3 GENERATOR EXHAUST TO 1,100 DEG F 0.55 700 CAL -SIL N/A N/A N/A 3.0 3.0 3.0 NOTES 1, 2, & 3 CONDENSATE DRAINS ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 1, 2, & 3 NOTES 1 FOR HOT & COLD PIPING LARGER THAN 2 ", UTILIZE RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 2 COLD PIPES 2" AND SMALLER: UTILIZE RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER ( I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY -METAL JACKETS DENT. REVIEWED FOR CODE COMPLIANCE APP "(WED APR 15 2010 City of Tukwila BUILDING DIVISInNi DUCTWORK SPECIFICATION Duct system or Section SMACNA Pressure & Seal Classes Dimensions (Inside, overall) Inside clear dimensions shown. Overall, allow 4" add'I for flanges on rect- angular. Materials (duct, lining) Unlined galvanized duct, see submittal for gauge and reinforcement. Rectangular to have TDF connections, round may be spiral. Flex: 4' max. length, Thermaflex GKM or equal Fittings (shop built) Square corner w/ inserts or 5 -gore elbows, centerline radius of 1.5e Conical tees for bidirectional flow. Purchased fittings (dampers, louvers) 1 -1/2 Hr fire dampers per UL555S 110V N.C. operator outside duct Insulation (indoor, outdoor) Indoor. R -3.3 Seismic (besides normal hangers) Rigid attachment to structure Testing requirement (field testing) none required HVAC Supply medium pressure (From AHUs) SMACNA +2" pressure, seal class A HVAC Return /Exhaust medium pressure (Inlet to AHUs/ Fans) SMACNA +2" pressure, seal class A Inside clear dimensions shown, also OD for round. Overall, allow 4" add' for flanges on rectangular. Galvanized duct, 1" lining only where indicated on plans. See submittal for gauge and reinforcement. Rectangular to have TDFconnections, round may be spiral. Square corner w/ inserts or 5 -gore elbows, centerline radius of 1.5e Conical tees for bidirectional flow. 1 -1/2 Hr fire dampers per UL555S 110V N.C. operator outside duct Indoor: R -3.3 Rigid attachment to structure none required NOTES: 1. Provide 3 feet minimum of flex duct wherever flex duct is used to connect a diffuser to the ductwork. 2. If these plans conflict with architectural plans for diffuser placement, use the architect's placement if space allows. 3. Fiberglass duct liner is not to be used. 4. Provide and coordinate all access doors necessary to maintain, adjust and test HVAC components above the ceiling. HVAC PIPING SPECIFICATIONS SERVICE ID SERVICE DESCRIPTION LOCATION / AREA DESIGN PRESSURE (PSIG) SIZE MATERIAL CONNECTION TYPE & FITTINGS FLANGES, UNIONS & CPLGS FLEX CONNECTIONS EXPANSION JOINTS ISOLATION VALVE TYPE ISOLATION VALVE ACTUAL MFR & MODEL CHECK VALVE ACTUAL MFR & MODEL BALANCE VALVE MFR & MODEL PUMP THROTTLING VALVE STRAINERS ACTU PRESSURE GAUGES MODEL ACTUAL MODEL TEMPERATURE GAUGES ACTUAL MODEL TEST PROCEDURE NOTE: ISOLATE ALL EQUIPMENT PRIOR TO TESTING MEDIA MINIMUM TEST MAXIMUM TEST PRESSURE PRESSURE MINIMUM DURATION TEST PRESSURE (PSIG) [3] INSULATION CATEGORY SEISMIC BRACING IMPORTANCE FACTOR REMARKS CHS & R CHILLED WATER SUPPLY & RETURN ALL 125 2" AND SMALLER COPPER TUBE TYPE L OR CARBON STEEL PIPE A53B ERW STANDARD WEIGHT 95 -5 SOLDER (CU) THREADED (STEEL) C x C UNION (CU) Elkhart WROT 102 M.I. UNION (STEEL) Anvil Fig. 463 Class 150 300 psi WOG UNISOURCE UPCB (CU) UNISOURCE UPCS (STEEL) UNISOURCE EC -FFS BALL Nibco T- 585 -70 Threaded, S- 585070 Soldered End Nibco T -413 -Y or S -413 -Y Soldered end Victaulic Series TA Series NA M MUE200 LLEpsi R351 WOG rerice Model #450 B Trerice Model BX9 -1 Thermometer WATER 150% OF DESIGN PRESSURE, NOT LESS THAN 100 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 15 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS CHILLED WATER 40 -55 1.5 CHS & R CHILLED WATER SUPPLY & RETURN ALL 125 2 -1/2" AND LARGER CARBON STEEL PIPE A53B ERW STANDARD WEIGHT BUTTWELD OR GROOVED 150# WELD NECK FLANGE, GROOVED FLANGE OR COUPLING UNISOURCE UPCS -FLG GRUVLOK SV21 UNISOURCE SERIES CF BUTTERFLY Nibco WD /LD -2000 Series,Victaulic Series 300 BFV Nibco F -918 -B Flanged, Victaulic Series 716 Check Valve Victaulic Series TA Series DEZURIK PTW PLUG VA. MUELLER 758 or MUELLER 165 200 psi WOG (2" to 12") 150 psi WOG (14" to 24") rerice Model #450 B Trerice Model BX9 -1 Thermometer WATER 150% OF DESIGN PRESSURE, NOT LESS THAN 100 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 15 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS CHILLED WATER 40 -55 1.5 COND CONDENSATE DRAIN (INDIRECT WASTE) ALL 5 ALL COPPER TUBE TYPE L 95 -5 SOLDER C x C UNION Elkhart WROT 102 N/A N/A BALL Nibco T- 585 -70 Threaded, S- 58507C Soldered End Nibco T -413 -Y or S -413 -Y Soldered end NA N/A N/A N/A WATER FILL SYSTEM FROM LOWEST TO HIGHEST POINT NA VISUAL INSPECTION WITH NO LEAKS COIL COND ALL 1.5 AIR MAY BE USED FOR TESTING, BUT ONLY WITH AN APPROVED EQUIVALENT LOW- PRESSURE AIR TEST NPCW NON- POTABLE COLD WATER ALL 125 2" AND SMALLER COPPER TUBE TYPE L 95 -5 SOLDER C x C UNION Elkhart WROT 102 UNISOURCE UPCB BRONZE CONN UNISOURCE EC -FFS BALL Nibco T- 585 -70 Threaded, S- 58507C Soldered End Nibco T -413 -Y or S -413 -Y Soldered end NA N/A rerice Model #450 B Trerice Model BX9 -1 Thermometer WATER 100% OF OPERATING PRESSURE MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD 24 HOUR VISUAL INSPECTION WITH NO LEAKS NON - POTABLE COLD ALL 1.5 NPCW NON- POTABLE COLD WATER ALL 125 2-1/2" TO 4" COPPER TUBE TYPE L GROOVED Gruvlok Couplings and Flange Adapters Gruvlok SF21 -GG UNISOURCE SERIES CF BUTTERFLY Nibco WD /LD -2000 W /LOCKING LEVER Nibco F -918 -B Flanged Armstrong circuit setter NA N/A rerice Model #450 B Trerice Model BX9 -1 Thermometer WATER 100% OF OPERATING PRESSURE MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD 24 HOUR VISUAL INSPECTION WITH NO LEAKS NON - POTABLE COLD ALL 1.5 PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM TEMP RANGE THERMAL COND. MEAN RAT. TEMP. INSULATION MATERIAL INSULATION THICKNESS BY PIPE SIZE RUNOUTS TO 2" (2) 1° AND LESS 11/4" TO 2" 21/2' TO 4" 5" TO 6' OVER 6" NON - POTABLE COLD CHILLED WATER COIL CONDENSATE ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 40 -55 ALL 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.75 1.0 1.0 1.0 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 INSUL. HANGERS NOTES 4, 5 NOTES 4, 5 NOTES 4, 5 NOTES 1 HOT AND COLD PIPES LARGER THAN 2 ": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 2 COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY -METAL JACKETS DENT. RECEIVED AK? 02 2010 PERMIT CENTER For Th ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN HVAC SCHEDULES AND SPECIFICATIONS SHEET NUMBER: M7.1 • ABBREVIATIONS PIPING IDENTIFICATION HVAC GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND CONN CONSTR CONTR CTL DET DIA DIAL DIM DISCH DIV DN DS DWDI DWG DWV (EA EC EL ELEC ELEV EP EQUIP ESP EXH EXIST (F) F FA FCO FDC FDN FIG FIN FIO FLEX FLG FLR FO FP FPM FT FTG FURN GA GALV GC GEN GPM GWB ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER LINE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DMSION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD H HIGH HP HORSEPOWER; HIGH PRESSURE HR HEATING RETURN HS HEATING SUPPLY HTG HEATING HTR HEATER ID INSIDE DIAMETER /DIMENSION LAB LABORATORY LF LINEAL FOOT MAU MAX MBH MED MEZZ MFR MH MIN MISC MTD N/A NC NEG NIC NO NOM NTS OA OC OD OVHD POC PREUM PSI PSIG MAKE —UP AIR UNIT MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QTY QUANTITY R RELOCATED RAD RADIUS REQD REQUIRED RPM REVOLUTIONS PER MINUTE SECT SF SIM SPEC SQ STD STRUC SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD STRUCTURAL TBD TI TOC TOS TYP UG UNO VAV VD VER VFD VSD W/ W/0 HVAC AC ACT AHU BDD BOD CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WITH WITHOUT AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION ARE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HR HVAC HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDMONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECHANICAL CONTRACTOR MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP UH WB WC WG RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEIUNG PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE ARE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN CO CLEAN OUT; CARBON MONOXIDE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DSP DRY STANDPIPE EWC ELECTRICAL WATER COOLER FD IE IN WC IW FLOOR DRAIN INVERT ELEVATION INCHES WATER COLUMN IONIZED WATER; INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF WC WH WSP WASTE WATER CLOSET WATER HEATER WET STANDPIPE PIPING BP BACKFLOW PREVENTER CD CHW CHR CHS CT CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV ARE HOSE VALVE LWT LEAVING WATER TEMPERATURE TOP TOP OF PIPE PLUMBING A COND —CDR - CDS CHS —CHR- -HR HS RL RS ST GRW GAW ID IRR NP ORL PW PSD RWL RWL SD - SS - UD —V- W W -- FIRE PROTECTION DSP FDC FP FW WSP PIPING FITTINGS ItI 1 t I 0 VALVES I'W D: D4 101 I� PIPING ACCESSORIES 4' QAV QwAV 0 4 RPBP Y 0 #.� WATTS /LF A COND CDR CDS CHS CHR HR HS RL RS ST CW GRW GAW HW HWC ID IRR NPCW ORL PW PSD RWL RWL SD SS UD V W W DSP FDC FP FW WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON— POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PIPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45' ELBOW 45' ELBOW 90' ELBOW 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 —WAY VALVE MOTORIZED 3 —WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 —WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES i I BIRDSCREEN OR SCREENED OPENING J 0 v T L ADJ AD 12x12 SL 12x12 2 "SL R 00 .UP l DUCTWORK { RECTANGULAR DUCT X RECTANGULAR DUCT RECTANGULAR DUCT RECTANGULAR DUCT 0170 P EL@ SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS — SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS THERMOSTAT SENSOR CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT — WALL MOUNTED GRILLE /REGISTER/DIFFUSER DOUBLE LINE 4■•• X 1 X 1 CEILING SUPPLY AIR DIFFUSER CEIUNG SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEIUNG RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEIUNG) LINEAR DIFFUSER (WALL) LOWER PLAN VIEW LOWER (ELEVATION VIEW) HVAC - ANNOTATION VAV BOX TAG 1 -23 S C8 09 A 000 000 S— C8 -09 —A I ' DUCT WORK FLOOR # — DISCRETE BOX # SEE BELOW PRIMARY CFM FAN CFM ACOUSTICAL ACCESSORIES (IF REQ'D) KW OF AUX. HEAT. VAV BOX SIZE; SEE SCHED. SERIES FAN POWERED PARALLEL FAN 0 ROUND DUCT SYMBOL $ FLAT OVAL DUCT SYMBOL EQUIPMENT TAG EF -2 -1 CONSECUTIVE EQUIP. # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG DT5 -618 CFM EACH �— SIZE TYPE CODE EQUIPMENT TAG LD5 /3 -300 LINEAR DIFFUSER GRILLE 1 I CFM EACH ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. TYPE CODE LOUVER TAG B1 -1 LOWER TAG 1-- CONSECUTIVE LOUVER #. FLOOR LOCATED FACADE DESIGNATION LEGAL DESCRIPTION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOVT LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. LOCATION / SITE MAP GENERAL INFORMATION SYMBOLS X X NEW MECHANICAL WORK FUTURE TI SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER — DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD — DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION MATCHLINE PLUMBING FIXTURE CALL —OUT (SEE PLUMBING SCHEDULES) KEY NOTE POINT OF CONNECTION POINT OF DEMOLITION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) MOTOR GENERAL NOTES 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 — GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDMONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14 -5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. OR AS ATTACHED. DRAWING INDEX SHEET NUMBER SHEET TITLE P0.0 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS P2.1 PLUMBING 1ST FLOOR PLAN P2.2 PLUMBING 2ND FLOOR PLAN P2.3 PLUMBING 3RD FLOOR PLAN P3.1 PLUMBING ENLARGED 1ST FLOOR PLAN P3.2 PLUMBING ENLARGED 2ND FLOOR PLAN P3.3 PLUMBING ENLARGED 3RD FLOOR PLAN P6.0 PLUMBING DIAGRAMS AND DETAILS P7.0 PLUMBING SCHEDULES RECEIVED APR 0 2 2010 PERMIT CENTER A,4 .. ins !`fY' 4i:,; ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION `:. McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: DRAWINGS INDEX, SYMBOLS AND ABBREVIATIONS SHEET NUMBER: P0. 47" 0 9 16 0 0 CD C) .42 ierzm j• ® ® 0 n C LLi!L fE- 5 No '‘)C- )C SIM la 2 ,tit G CTY t " FOS /FOR PI -1A ILIE3 1THE -3 --1 1L1E4 7THE -4 z CD Dr 1 CFi) (Th ` Iv` PLUMBING 1ST FLOOR PLAN bnxry SCALE: 1/32" = 1' -0" C KEY NOTES ® ISOLATE AND TEST EXISTING DOUBLE WALLED PIPE BETWEEN TANK AND POC. ® INSTALL FUEL OIL PUMP FROM BUILDING STORAGE. CONNECT TO EXISTING FUEL OIL SUPPLY PIPE. CONNECT FUEL OIL RETURN PIPE TO TANK. g CONNECT NEW FUEL OIL SUPPLY AND RETURN PIPE TO EXISTING. ® TWO FOS AND TWO FOR PIPES IN EXISTING TRENCH TO DAYTANK. Q5 EXISTING LEAK DETECTION AT LOW POINT IN TRENCH. SHEET NOTES 1. ALL FUEL OIL PIPING LOW POINTS SHALL HAVE SUMP WITH LEAK DETECTOR. 2. COORDINATE ALL WORK WITH PRE — PURCHASED EMERGENCY GENERATOR. 3. DAY TANK SHALL BE INSTALLED BY CONTRACTOR FOR EACH GENERATOR. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS INCLUDING VALVES, GAGES, FLEX CONNECTIONS AND FITTINGS AS INDICATED, SHOWN, OR REQUIRED. 4. ALL CONTROL AND POWER WIRING SHALL BE IN RIGID CONDUIT. RECEIVED APR 0 2 2010 PERMIT CENT TZ44 For Th ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN PLUMBING 1ST FLOOR PLAN SHEET NUMBER: P2.1 0 10 0 0 CD V) 1 CT CS) i V ,L".401 PEON c2) (4 (J :P4I -?Y� J J 0- 0 L TL M EL . E iM3ii._ 1 I imdn l I /81111 �T 'J 5 6 `s) Mik I ft SE I 12 N x x 1E1 [�l c =; 16 1 IIr111. , 11 llll nruII _u nn' um. u —tr- rnuuldp�a„ -,, RIII IRIIN !� Ol 111 ltl\I o BI 71 C J 0 Er) 1 1_, !1 ) EJJ 64) ENl PLUMBING 2ND FLOOR PLAN SCALE: 1 /32" = 1/ -0" ®0000 RECEIVED APR 0 2 2010 PERMIT CENT Po Q? �M �QV? S� For Th Ins e ' ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN PLUMBING 2ND FLOOR PLAN SHEET NUMBER: P2 (2)— (�l X13 01- CE) Co (6) 0 rip I:(0(M) 0 Q 0000 4'! 0 CJ 1III�III!l. .o mm !!1l!!!U Y± PHASE ll!!!!!lfl! 3 e�iiuMm� to 4,Iwt„ o! 000 0C)C 1 7 CO PLUMBING 3RD FLOOR PLAN 7 0 x L. PHASE 2 !! !!m!!!Ilmf! l68lllililllillil idi SCALE: 1/32* = 1' -0" • col 0 1 2 6) (vj 10 1 _) 12 15 16 in ry fe Of Your fluilding SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN PLUMBING 3RD FLOOR PLAN SHEET NUMBER: P2 7 gala '' 1a:►1k1.d 160a d610 kheiha P- POC TO EXISTING 3/4" HB 3 3 /4 "CW —DROP 3 /4 "CW \ 2" J 1'111 1111 1,g AHU -52B2 AHU -52A3 SEE MECHANICAL DRAWINGS ABOVE BELOW 7 AHU -52D3 1i• • • • • •• 1 i i • • • • • • • i • 1 • • • • • • • • 1 1 i • • • • • a,• • • •, BELOW SLAB AHU -52C3 SEE MECHANICAL DRAWINGS ABOVE BELOW HEAT TRACE QABLE -� • .-- ...•.•.•.•.•. .•...•.._- •.•.•...,..-- ••-- : - -. -.• .•.•.- .- .•.- .- .- ...'......... -. • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • . •• 1,. • • • . •• • • • • • • • . • • • • • • • • • • • • • •.• • llll• • • /, . i, i' 1� i. 1. i. i. e. 2. • :• 2 i. 2. • . 1; i' 1,• 3/4 "NPCW L- 2 "V DN CUT, PATCH & MATCH EXISTING FLOOR, TYPICAL LOCATE & CONNECT TO EXISTING VENT RISER RPBP- (2 EACH) HEAT TRACE HEAT TRACE CONTROLLER .•.• ellr.•.. ...-- :•;�•...•.•...•.•.- .•.•.•: . ...•, , , ...•..I..•.•.••••�. . , •.•.•.•.....•.•.•.•..�. . .• .•.•.•.•.•.•�.•.•.•.•.— •— .•.•.• �`....f. .••••••. ••••••••••. •••••••••.. •. •••••••••••••• ••••••••••••• •••• ••• PW SWITCH GEAR PROVIDE MOISTURE SENSOR CABLE AROUND SUMP PUMP BASIN HEAT TRADE CABLE 0 1 RUN FUEL OIL PIPE EXPOSED AT FLOOR FROM TRENCH TO GENERATOR P.O.C. 1t GENERATOR-- ROOM 108 CAP E I TING I CW APPROX 160 FT HEAT TRACING 5 W /FT, 1200 WATTS ■•■ 1-1/2" FOSf FOR ir+i + +* 'i +, ` 7i' 4i''iS' .i"i i .4..i.++i i i i i ii` 446' . `'++**' i i i .W 4, tr " A + +. i+ 4. fir+ += +i +i +� +��.� + +�..+++ �. + + +� +, __ I. •0 +.iITA.,. . , #J.+ . +�, WV, .. • , ,� .4. mod, + +.!t. . +,1A4kAt• — - - — — '� a- :.,;.'�a+\1'I.�� +��.,7,► 17a�.��.�f�ri7,W i.7��1��i*��i�4� ^1 T.► �fiT�f�fiiTa.4 1017ifj0a 3`.v...V �� i • ,• I SEE 2/P6.0 FUEL TANK PIPING DIAGRAM 1 F PLUMBING ENLARGED 1ST FLOOR PLAN SCALE: 1/8" = 1' —O" 0 4' 8' 16' Spii pM1TgN EQ�o�ALa IRE RECEIVED APR 0 2 2010 PERMIT CENTER in ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOS OVA BILL DAGGETT 35922 03/26/10 AS SHOWN PLUMBING ENLARGED 1ST FLOOR PLAN NUMBER: P3.1 3/4 "NPCW FOR FUTURE 5 SP -01 SEE P6.0 LOCATE & CONNECT TO EXISTING VENT RISER RPBP- (2 EACH) HEAT TRACE HEAT TRACE CONTROLLER .•.• ellr.•.. ...-- :•;�•...•.•...•.•.- .•.•.•: . ...•, , , ...•..I..•.•.••••�. . , •.•.•.•.....•.•.•.•..�. . .• .•.•.•.•.•.•�.•.•.•.•.— •— .•.•.• �`....f. .••••••. ••••••••••. •••••••••.. •. •••••••••••••• ••••••••••••• •••• ••• PW SWITCH GEAR PROVIDE MOISTURE SENSOR CABLE AROUND SUMP PUMP BASIN HEAT TRADE CABLE 0 1 RUN FUEL OIL PIPE EXPOSED AT FLOOR FROM TRENCH TO GENERATOR P.O.C. 1t GENERATOR-- ROOM 108 CAP E I TING I CW APPROX 160 FT HEAT TRACING 5 W /FT, 1200 WATTS ■•■ 1-1/2" FOSf FOR ir+i + +* 'i +, ` 7i' 4i''iS' .i"i i .4..i.++i i i i i ii` 446' . `'++**' i i i .W 4, tr " A + +. i+ 4. fir+ += +i +i +� +��.� + +�..+++ �. + + +� +, __ I. •0 +.iITA.,. . , #J.+ . +�, WV, .. • , ,� .4. mod, + +.!t. . +,1A4kAt• — - - — — '� a- :.,;.'�a+\1'I.�� +��.,7,► 17a�.��.�f�ri7,W i.7��1��i*��i�4� ^1 T.► �fiT�f�fiiTa.4 1017ifj0a 3`.v...V �� i • ,• I SEE 2/P6.0 FUEL TANK PIPING DIAGRAM 1 F PLUMBING ENLARGED 1ST FLOOR PLAN SCALE: 1/8" = 1' —O" 0 4' 8' 16' Spii pM1TgN EQ�o�ALa IRE RECEIVED APR 0 2 2010 PERMIT CENTER in ry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO EVA TATOS OVA BILL DAGGETT 35922 03/26/10 AS SHOWN PLUMBING ENLARGED 1ST FLOOR PLAN NUMBER: P3.1 DN. UP 3/4 "NPCW UP & DN DATA CENTER 281 \\1 ELEC. CLOSET 280 0 OFFICE 212 1 "NPCW UP DATA CENTER 260 COMMAND CENTER 253 7 FE 9 0 VESTIBULE 251 STORAGE BUILD ROOM 256 (2) 2"V UP (FUTURE) (2) 2"VTR of 4"W UP ITO FUTURE FS 4"W UP TO FUTURE FS 1 4"W UP TO FD, FD TO BE LOCATED AT LOW POINT IN FLOOR \_1"NPCW DN 0 ..ice. .. 112.. .211W •.��i.®..011, .®.�i.■.iii.®1/InlIAI FD 4"W UP TO FD, FD TO BE LOCATED AT LOW POINT IN FLOOR PLUMBING ENLARGED 2ND FLOOR PLAN SCALE: 1/8" = 1' -0" 0 4' 8' 16' 4"W ( FUTURE) OFFICE 211 ? FD W FD i n FE 9 OFFICE 252 E-NT (E \irE • /E 4 "W DN-'. (4) 2 "V UP Li 4 "W UP TO FS 2 4 "W UP TO FS 4 "W UP TO FS 4 "W UP TO FS --0 -0 ) 1 For Th ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 r',;trN. REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: PLUMBING ENLARGED 2ND FLOOR PLAN SHEET NUMBER: ECEIVED T� APR 0 2 2010 S9ppR� pND PERMITCE P�R�OVp1. r�rER p �QV�1�ED R P3.2 1 AHU -52C2 1 ti 1 J DN. STAIR #4 � 3/4 "NPCW JI 3/4 "NPCW DN l (4) 2 "V DN 3 "V UP TO VTR 1 2" NPCW c7-1 F\-\-) I—AHU -552D2 H I AHUU =52D1 H 7 FUTURE FS -1) FD TO BE LOCATED AT OW POINT (TYP) FS -1 nL __1== 3/4 "NPCW V V 1 4ST —FLR J1 "NPCW DN 1_1 1 AHU -52C1 1 ELEV A ' r♦ i~l'I 0 !'� MEN'S RO SUPPLY DUCT UP TO CHILLER PIPING SECURITY EQUIP 331 j CHILLED WATER MAKE —UP WATER ASSEMBLY 0, 1 -1/4" COIL CONDENSATE DRAIN (TYP 4 PER SIDE) - o, P6.0 1 -1/4" DEC DRAI 1-1/4" OVERFLOW DRAIN 3/4" MAKEUP WATER TYP 1 PER SIDE (E) 2" NPCW 1 1/4" COIL CONDENSATE DRAIN (TYP 4 PER SIDE) 2 "UP TO ROOF (4) 2 "V DN FS- -D 3 "V UP TO VTR AHU -52B1 AHU -52A2 AHU -52A1 1 1/4" DEC DR 1-1/4" OVERFL 3/4" MAKEUP TYP 1 PER SID IN W DRAIN TER 0_ 1 uJ PLUMBING ENLARGED 3RD FLOOR PLAN SCALE: 1/8" = 1' -0" 0 4' 8' 16' PROJECT: For Th instry fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET RE EIVED APR 0 2 2010 PERMIT CENTER QPSp'�E �QP *C NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN PLUMBING ENLARGED 3RD FLOOR PLAN SHEET NUMBER: OVERSIZE CORE DRILL SLAB TO FIT DRAIN CLAMPING RING W/ SPACE FOR SEAL & GROUT INSULATE FIRST (5) FEET OF DRAIN PIPING NON- SHRINK GROUT FLOOR SEALANT � t4 FUNNEL WHEN NOTED CORE DRILL SLAB TO FIT DRAIN BODY FLOOR ' RAIN BODY OR FLO ' R SINK - SHEET METAL PAN W/ 2" TURNUP SEALED EDGES FLOOR DRAIN DETAIL EIii:: SCALE: NOT TO SCALE / SCALE: NOT TO SCALE F NORMAL FLOW EACH GENERATOR IS SERVED BY ITS DEDICATED DAY TANK. T -1 FOS-1 DT -2 I- �- - FOR — —1 r- — 1 1 I J 1 C L GEN. 2 EMERGENCY FLOW EITHER DAY TANK CAN PROVIDE FUEL FOR EITHER (OR BOTH) GENERATOR(S). FAILURE OF DAY TANK 11 SHOWN. DT -1 DT -2 INTERCONNECTED DAY TANK PIPING DIAGRAM NOT TO SCALE CONNECT TO EXPANSION TANK PIPING ISOLATION VALVE (TYP) 1 12)1— NO EMERGENCY FILL SOLENOID VALVE NORMAL FILL SOLENOID VALVE TO FUEL OIL RETURN - 1- -I6lO1 1 1 "FOS It! NO Ib r0 NC FILL STATION ON WALL OF ROOM NORMAL VENT 12 CV ,-FUEL OIL OVERFLOW PUMP (SEE NOTE) BYPASS VALVE FAST FILL LINE NC 1 HD NC 1 "BYPASS I L J SYSTEM FILL ASSEMBLY DIAGRAM - 4 FOR REFERENCE ONLY SCALE: NOT TO SCALE MOISTURE SENSING CABLE COORDINATE W/ CONTROLS SUBCONTRACTOR DZ-- DISCHARGE PIPE CONTROLLER MTD ON STRUT FRAME SECURED TO THE FLOOR WIRING TO CONTROL PANEL (BY ELEC. CONTRACTOR) GATE VALVE, TYP. CHECK VALVE, TYP. COATED STEEL COVER GROUT WATER TIGHT FUEL OIL SUPPLY LEAK DETECTOR FUEL OL OVERFLOW LEVEL CONTROLLER PRIMARY TANK EMERGENCY VENT PRESSURE RELIEF VALVE SECONDARY TANK EMERGENCY VENT ASV -- GENERATOR FUEL SUPPLY ANTISIPHON VALVE FIRE SAFETY VALVE I•— FOR -1b LG FOS FUEL PURIFIER (TYP) LEVEL GAUGE FOR GEN. SET cp LOW LEVEL ALARM NOTE: ONE RETURN PUMP PER DAYTANK. SEE SCHEDULE, SHEET P7.0 (FOP 5202 -A & FOP 5202 -B) H1OH -W ER ALARM LEVEL PUMP 0 (STAND BY) PUMP 0 REM 0 MINIMUM 4" COMPACTED SUB -BASE, SEE MANUF. REQIUREMENTS. 0 MINIMUM 4" BACKFILL MATERIAL SEE MANUF. REQIUREMENTS. 0 PUMP CYCLE DEPTH VARIES. ® BASIN DEPTH 48" X 36" DIAMETER. DUPLEX SUBMERSIBLE SUMP PUMPS DETAIL - FOR REFERENCE ONLY RUPTURE BASIN DIP TUBE (TYP) DOUBLE POPPET FOOT VALVE (TYP) DAY TANK PIPING DIAGRAM (TYP. EACH GEN. SET NOT TO SCALE SCALE: NOT TO SCALE DAY TANK WILL INCLUDE: FOR INTERCONNECTED DAY TANK PIPING ARRANGEMENTS, SEE FUEL OIL SYSTEM OPERATION NOTES: M6.0 • LEAK DETECTION SENSOR FOR CONTAINMENT • FLOAT SWITCH - TWO 4 -LEVEL FLOAT SWITCH WITH BRASS STEM AND LOCKING RINGS. • LOW LEVEL - 45% FULL • SUPPLY PUMP ON - 50% FULL • SUPPLY PUMP OFF - 85% FULL • HIGH LEVEL ALARM / RETURN PUMP ON - 95% FULL • FUEL LEVEL GUAGE - FRACTIONAL LEVEL INDICATION. • CONTROL PANEL (SHIPPED LOOSE; PROVIDED BY TANK MFR) SYSTEM REQUIREMENTS: 208 / 1 PH, 60 HZ. AS FUEL IS CONSUMED FROM THE DAY TANK, THE "SUPPLY PUMP ON" FLOAT WILL MAKE ON DROP, AUTOMATICALLY ENGAGING A SUPPLY PUMP. THE SUPPLY PUMP WILL REMAIN ENGAGED, FILING THE DAY TANK UNTIL THE "PUMPS OFF" FLOAT BRAKES ON RISE. SUPPLY PUMPS WILL AUTOMATICALLY ALTERNATE EACH TIME THE TANK CALLS FOR FUEL. IF THE PRIMARY SUPPLY PUMP FAILS TO START ON A CALL FOR FUEL, THE LAG PUMP WILL COME ON AND THE SYSTEM WILL DISPLAY A "SUPPLY PUMP FAILURE" ALARM CONDmON. IF THE FUEL SHOULD EVER REACH A LOW CONDmON, THE LOW LEVEL FLOAT SWITCH WILL MAKE ON DROP. THE SYSTEM WILL DISPLAY A "LOW LEVEL" ALARM CONDTION AND SOUND THE PANEL MOUNTED ALARM BUZZER. IF THE FUEL SHOULD EVER EMPTY INTO A "FULL" TANK BEYOND THE PUMP OFF FLOAT, THE HIGH LEVEL FLOAT SWITCH WILL MAKE ON RISE. THE SYSTEM WILL DISPLAY A "HIGH LEVEL" ALARM CONDmON, SOUND THE PANEL MOUNTED ALARM BUZZER AND THE RETURN PUMP WILL ENGAGE. THE RETURN PUMP WILL REMAIN ENGAGED UNTIL THE "PUMP OFF" FLOAT MAKES ON DROP. IF LEAK DETECTOR SENSOR SWITCH MAKES, THE SYSTEM WILL DISPLAY A "DAYTANK BASIN LEAK DETECTED" ALARM CONDmON AND SOUND THE PANEL MOUNTED ALARM BUZZER. THE SUPPLY PUMPS WILL BE LOCKED OUT IF THE SYSTEM RECEIVES A LEAK DETECTED, OR A HIGH LEVEL OR LOW LEVEL SIGNAL UNTIL THE ALARM IS CLEARED AND THE SYSTEM IS RESET. For Th instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com PROJECT: SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE 11 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN SHEET TITLE: PLUMBING DIAGRAMS AND DETAILS SHEET NUMBER: RECEIVED APR 0 2 2010 ckgS P6.0 PERMIT CENTER SON— gAv Pp0RO RE DAY TANK SCHEDULE TAG # DT -52 -1 (EXISTING) DT -52 -2 (EXISTING) DT -52 -3 DT -52 -4 QUANTITY 1 1 1 1 BASIS OF DESIGN ACE TANK ACE TANK ACE TANK ACE TANK MODEL NUMBER AC00280U2R1 AC00280U2R2 AC00280U2R2 AC00280U2R2 SERVICE FUEL OIL FUEL OIL FUEL OIL FUEL OIL LOCATION GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM CAPACUY 280 GALLONS 280 GALLONS 280 GALLONS 280 GALLONS WEIGHT (EMPTY) 625 LBS 625 LBS 625 LBS 625 LBS FUEL OIL PUMP SCHEDULE TAG # FOP- 52 -A1, FOP -52 -B1 (EXISTING) FOP- 52 -C1, FOP -52 -D1 QUANTITY 2 2 BASIS OF DESIGN RED JACKET RED JACKET MODEL NUMBER P75S1 P75S1 SERVICE FUEL OIL FUEL OIL LOCATION MAIN FUEL OIL TANK MAIN FUEL OIL TANK FLOW 40 GPM 40 GPM FT. TOTAL HEAD 60 60 MAX FLUID PRESSURE PSIG YES (NOT UPS) E —POWER GPM % GLYCOL IN FLUID NONE NONE MOTOR HP 3/4 3/4 MOTOR BRAKE HP NA NA MOTOR TYPE NA NA VOLTAGE /PHASE 208/230 1PH 208/230 1PH MOTOR EFFICIENCY PER WSEC PER WSEC VFD NO NO STARTER, DISCONNECT BY ELEC BY ELEC NOTE: MAIN FUEL OIL TANK PUMPS ARE EXISTING IN BUILDING STORES; DAYTANK PUMPS ARE NEW. SUMP PUMP (FOR REFERENCE ONLY) TAG # SP -52 -1 (EXISTING) LOCATION UPS ROOM MANUFACTURER WEIL MODEL 1413 STYLE DUPLEX ALTERNATING — SUMP SERVICE SANITARY SUMP GPM 25 GPM HEAD PRESSURE (FT. HD) 30 FT HD DISCHARGE 2" MOTOR HP 1 HP RPM 1,750 RPM VOLTAGE / PHASE 460V / 3 PH GENERATOR POWER YES (NOT UPS) E —POWER GPM 175 GPM E —POWER BHP 15 HP STARTER BY MFR DISCONNECT BY MFR MOTOR EFFICIENCY PER SEC CONTROL MOISTURE SENSOR & TEMP LIMITER SUMP COVER COATED STEEL WEIGHT 85 LBS PLUMBING FIXTURE SCHEDULE ITEM MODEL CONNECTION CW HW W V RWL ORL FD -1 RPBP -52 -1 PRV -1 FLOOR DRAIN MECHANICAL ROOM FIXTURE: TRAP PRIMER: ZURN —ZN- 415 —(SIZE PER PLAN) NL -7I, TYPE "I" STRAINSER WITH RAISED LID AS REQUIRED BY CODE 1/2** SEE PLAN 2 REDUCED PRESSURE BACKFLOW PREVENTOR FIXTURE: WILKENS 1" MODEL NO. 375 SERIES PRESSURE REDUCING VALVE AT CHILLED WATER FILL ASSBLY THE ABOVE DATA SHALL NOT BE USED FOR ELECTRICAL,STRUCTURAL OR ARCHITECTURAL COORDINATION. USE ONLY APPROVED MANUFACTURER'S SUBMITTAL DATA ONLY. * MINIMUM AS INDICATED ** TRAP PRIMER ONLY SEE PLAN HVAC PIPING SPECIFICATIONS TEST INSULATION CATEGORY SEISMIC BRACING IMPORTANCE FACTOR REMARKS SERVICE ID SERVICE DESCRIPTION LOCATION / AREA DESIGN PRESSURE (PSIG) SIZE MATERIAL CONNECTION TYPE & FITTINGS FLANGES, UNIONS & CPLGS FLEX CONNECTIONS EXPANSION JOINTS ISOLATION VALVE TYPE ISOLATION VALVE ACTUAL MFR & MODEL CHECK VALVE ACTUAL MFR & MODEL BALANCE VALVE MFR & MODEL STRAINERS ACTUAL MODEL PRESSURE GAUGES ACTUAL MODEL TEMPERATURE TEST PROCEDURE NOTE: ISOLATE ALL EQUIPMENT PRIOR TO TESTING PRESSURE (PSIG) [3] GAUGES ACTUAL MODEL MEDIA MINIMUM TEST PRESSURE MAXIMUM TEST PRESSURE MINIMUM DURATION M.I. UNION Anvil Fig. 463 Class 150 300 psi WOG INCLUDED IN FUEL PACKAGE SUBMITTAL WATER OR AIR WATER: 150% OF MAX.OPER. PRESSURE AIR: 110% OF MAX. OPER. PRESSURE, NOT LESS THAN 5 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 10 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS 1.5 FOV FUEL OIL VENT ALL 25 2" AND SMALLER CARBON STEEL PIPE A53B ERW STANDARD WEIGHT SOCKETWELD WHERE CONCEALED OR INACCESSIBLE, THREADED ELSEWHERE 2 -1/2" AND LARGER BUTTWELD 150# WELD NECK FLANGE FOS & R FUEL OIL SUPPLY & RETURN ALL 125 2" AND SMALLER PVDF DOUBLE WALL PIPE SOCKETWELD WHERE CONCEALED OR INACCESSIBLE, THREADED ELSEWHERE M.I. UNION Anvil Fig. 150 Class 150 300 psi WOG p INCLUDED IN FUEL PACKAGE SUBMITTAL WATER OR AIR WATER: 150% OF MAX.OPER. PRESSURE AIR: 1109 OF MAX. OPER. PRESSURE, NOT LESS THAN 5 PSIG MAX. ALLOWABLE TEST PRESSURE ANY COMPONENT OR 90% OF YIELD NOT LESS THAN 10 MINUTES, LOWER TO DESIGN PRESSURE FOR 24 HOURS AND PERFORM A VISUAL INSPECTION WITH NO LEAKS 1 5 2 -1/2" AND LARGER BU11WELD 150# WELD NECK FLANGE GEX GENERATOR EXHAUST ALL 150 ALL CARBON STEEL PIPE A53B ERW STANDARD WEIGHT BUTTWELD 150# WELD NECK FLANGE PROVIDED BY OTHERS UNISOURCE SERIES CF N/A N/A N/A N/A GENERATOR EXHAUST TO 1100 1.5 PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM NON— POTABLE COLD TEMP RANGE ALL CHILLED WATER COIL CONDENSATE 40 -55 NOTES 1 2 3 ALL THERMAL COND. MEAN RAT. TEMP. INSULATION MATERIAL RUNOUTS TO 2" (2) 1" AND LESS INSULATION THICKNESS BY PIPE SIZE 2 1/2" TO 4 1 1/4" TO 2" 5" TO 6" OVER 6" 0.23 -0.27 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 75 FIBERGLASS 0.5 0.5 0.75 1.0 1.0 1.0 0.23 -0.27 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 INSUL. HANGERS NOTES 4, 5 NOTES 4, 5 NOTES 4, 5 HOT AND COLD PIPES LARGER THAN 2 ": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY —METAL JACKETS DENT. ila ECEWED APR 02 2010 PERMIT CENTER PROJECT: For Th instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52 CENTRAL PLANT PHASE II 3355 S 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: 04/02/10 PERMIT SET NO. DATE McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: DESCRIPTION ENGINEERING TONY MARINO EVA TATOSOVA BILL DAGGETT 35922 03/26/10 AS SHOWN PLUMBING SCHEDULES SHEET NUMBER: P7.0