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HomeMy WebLinkAboutPermit M10-047 - DIGITAL FOREST - DATA EXPANSION AC-5DIGITAL FOREST DATA EXPANSION AC-S 12101 TUKWILA INTERNATIONAL BL M10 -047 City tilt 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 MECHANICAL PERMIT Parcel No.: 0923049031 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Project Name: DIGITAL FOREST - DATA EXPANSION AC -5 Permit Number: M10 -047 Issue Date: 06/17/2010 Permit Expires On: 12/14/2010 Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: JARED SHEEKS Address: 7717 DETROIT AV SW , SEATTLE WA 98106 Email: JARED.SHEEKS @MACMILLER.COM Contractor: Name: MACDONALD /MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA 98106 Contractor License No: MACDOFS980RU Phone: 206 768 -3806 Phone: 206 - 768 -4180 Expiration Date: 12/31/2010 DESCRIPTION OF WORK: INSTALL (1) ROOFTOP PACKAGED A/C UNIT TO SERVE DATA CENTER. INSTALL PLATFORM AND INSTALL MISC DUCTWORK. Value of Mechanical: $97,100.00 Type of Fire Protection: Permit Center Authorized Signature: Fees Collected: $1,284.56 International Mechanical Code Edition: 2009 V'v 4 AIJW` Date: 00/ [Art 1 lip I hereby certify that I have read and ex this perrrdt and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied wit ther 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: Print Name: a(\ V-LI9A.A 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. Date: -z // doc: IMC -4/10 M10 -047 Printed: 06 -17 -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.tulcwila.wa.us Parcel No.: 0923049031 Address: Suite No: Tenant: PERMIT CONDITIONS 12101 TUKWILA INTERNATIONAL BL TUKW DIGITAL FOREST - DATA EXPANSION AC -5 Permit Number: Status: Applied Date: Issue Date: M 10 -047 ISSUED 04/12/2010 06/17/2010 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 M10-047 Printed: 06 -17 -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 15: 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.L. central station supervision is required. (City Ordinance #2051) 16: 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 installation instructions. (IMC 606.1, 606.2.1) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 20: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: 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 -047 Printed: 06 -17 -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 or the performance of work. Signature: a,/,--0 Print Name: 1 Date: 6/' doc: Cond -10/06 M10-047 Printed: 06 -17 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Mechanical Permit No. MI 0 0141 Project No. (For office use only) 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 ** King Co Assessor's Tax No.: 0923049309 Site Address: 12101 TUKWILA INT'L BLVD TUKWILA, WA 98168 Tenant Name: DIGITAL FOREST - DATA EXPANSION AC -5 Suite Number: New Tenant: Property Owners Name: INTERNATIONAL GATEWAY WEST Mailing Address: 12201 TUKWILA INT'L BLVD Floor: q,.c7 -0 ❑ Yes m..No SEATTLE WA 98168 City State Zip CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: JARED SHEEKS Day Telephone: (206) 768 -3806 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City E -Mail Address: JARED.SHEEKS @MACMILLER.COM State Zip Fax Number: MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 Contact Person: JARED SHEEKS E -Mail Address: JARED.SHEEKS @MACMILLER.COM Contractor Registration Number: MACDOFS980RU City State Zip Day Telephone: (206) 768 -3806 Fax Number: Expiration Date: 12/31/2009 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: MACDONALD MILLER Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City State Zip Contact Person: JARED SHEEKS Day Telephone: (206) 768 -3806 E -Mail Address: JARED.SHEEKS @MACMILLER.COM H:\Applications \Forms - Applications On Line\2009 Applications \1.2009 - Mechanical Permit Application.doc Revised: 1 -2009 hh Fax Number: Page 1 of 2 • • Valuation of Project (contractor's bid price): $ I -7, I GD Scope of Work (please provide detailed information): INSTALL (1) ROOFTOP PACKAGED NC UNIT TO SERVE DATA CENTER. INSTALL PLATFORM AND INSTALL MISC DUCTWORK. Use: Residential: New U Replacement Commercial: New ® Replacement Fuel Type: Electric ® Gas ❑ 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 1 Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/Cooling System Incinerator — Domestic Other Mechanical Equipment 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 a WNER OR A 0 ' ZED AG Signature: Date: 04/12/2010 Print Name: DARLA DOLL Day Telephone: (206) 768 -4278 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City State Zip Date Application Accepted: yt, U U Date Application Expires: (4t n rD Staff Initials: H:\ApplicationsWorms- Applications On Line\2009 Applications \I-2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh e2of2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049031 Permit Number: M10-047 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 04/12/2010 Applicant: DIGITAL FOREST - DATA EXPANSION AC -5 Issue Date: Receipt No.: R10 -00610 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,284.56 Payment Date: 04/12/2010 12:48 PM Balance: $0.00 MACDONALD- MILLER FACILITY SOLUTIONS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2445 1,284.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 PLAN CHECK - NONRES 000.345.830 Total: $1,284.56 1,027.65 256.91 doc: Receiot -06 Printed: 04 -12 -2010 ■ • iI.•f I I. INSPECTION NO. I. iSPECTION RECORD Retain. c py with permit PERMIT NO. ge- CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: /)' 7,9L , WJ Type of Inspection: riot/4Z- • 1. // -5...s-1 Address: 7� /o/ 771E 3 Date Called: Special-instructions: Date Wanted: c� 02 6 _, / p.m. Requester: Phone No: —,255 - S'7 5-6 Approved per applicable codes. , D Corrections required prior to approval. r •ti CO 4MENTS: • 1. // -5...s-1 0 /4e' _ 5.-kcilO er...4 -,A_-.- — /--)7pd /2 l••#,/i V 7),417 /rr1:Ti ( ;-1,0. Gf; ni R t 1 Date: • 5'- 2 6- // , 1 R}1NSP CTION FEE REQ IRED. Prior to next inspection,:fee must be x6300 Southcenter Blvd., Suite 100. Call to schedule respection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 1. CITY OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: st) /a, Iii e'. tr.$ -r— Type of Inspection: /7-1-1 .01./P9 Z. - Address: Date Called: Special Instructions: . 1"bd7 5 -0 / Date Wanted: /— 7— / / ja � !p.m Requester: Phone No: A ©G -z..CS _4 7 . 0 EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: — Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be : paid at 6300 Southcenter Blvd:. Suite 100. Call to schedule reinspection. . ,"..y .r'p4aF a L:.T�i..ir.r - • NI! •e- r•10•- for -*a ! Mon.+.^ reE.arthst,3'bz+4.1.•.,Cma t"11'4fIrX'.d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: / & / 7 41 r6�- Type of / Inspection �0 • - .ti Address: /a/c( T- /�3 Date Called: Special Instructions: Date Wanted: 7 - /`/- / U a:rf • Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CO ENTS: — Da>_ ( REINSPECTION FE REQUIRE . Prior to inspection, fee must t be at 6300 Southcenter : vd., Suite 100. Call to schedule reinspection. Re ipt No.: Date: iit i . aco 4Ab L 111 aura Ad 9 INSPECTION NUMBER • CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 PERMIT NUMBERS Project: p� ,• 474. j Fts 'I"- Type of Inspection: .- ie & Address: /2 / c, / Suite #: Lida, 13 Contact Person: Special Instructions: • Phone No.: 92s-- .5.-2Z- I ¢? re) Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Av.". 1- -- 1 to -_F — 1 Y 1 4',14. I ro -. "Je 4 41/100.../. /0 - a� i� �► G 2'.vl I � PO., wi ra U 1 51.34, 4-- I 1i ;n Needs Shift Inspection: c-'64 Sprinklers: Date: Fire Alarm: Hood & D uct: • Monitor: Pre -Fire: • Permits: Occupancy Type: - Inspector: 5-5 Date: / j-i +t, • Hrs.: .0/ • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record FornmDoc 1/13/06 T.F.D.!Form F.P. 113 City of Tukwila Jim Haggerton, Mayor Department of Community Development January 18, 2011 Darla Doll MacDonald Miller 7717 Detroit Ave SW Seattle, WA 98106 RE: Request for Extensions Mechanical Permit No. M10 -047 and M10 -069 Dear Ms. Doll, Jack Pace, Director This letter is in response to your written request for an extension to Permit Numbers M10-047 and M10 -069. The Building Official has reviewed your letter and considered both your requests. The City of Tukwila Building Division will be extending M10 -047 an additional 180 days from the date of expiration, through July 8, 2011. On the other hand, permit M10-069 expired prior to the request for extension and will not be extended. The expiration date remains as December 14, 2010. In order for additional work or inspections to be conducted for this project, a new permit will need to be applied and paid for. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician W. \Pennit Center \Extension Letters \Pennits \2010 \M10 -047 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila — Permitting Department To: Tukwila Building Official Subject: Permit Extension for # M10 -047 & M10 -069 To Whom It May Concern: We would like to request another extension for Per 10 -11. We had hoped the Electrical Contractor would h 0 14, °� it #M10-047 ha 011 49,43 01- 18-7AI1 it is due to expire on 1- inspection by Friday, Jan 7th but we just learned that his work is not complete. We cannot Final our permit until their permit is complete and final. We are waiting for them to do the Final Inspection on the Fire /Smoke Test. Our work has been complete for over a year. Permit M10 -069, unfortunately expired on 12- 14 -10. With all of the other permits aiting on the Electrical Contractor we missed extending this permit. It was originally un per M08 -228 but that expired and we had to resubmit again for a new permit. The scope •f tbe_w., the same and we are asking if it is possible to allow us to reopen and ext-nd M10 -069 We would like to avoid paying the permit fees for a third time but understan • that we should have extended the permit. Again, our work has been completed for over a ygar and we are only waiting on the other Contractor to complete his Final Inspection. If you have any questions or would like to discuss these projects ple'se contact me at (206) 768 -4278 or by e-mail at Darla.doll @macmiller.com. Thank you, Darla Doll MacDonald Miller w-2(4 /vt /Wax.- ?EMT CENTER .fait- ' (7eL-4\ C*1% Of- 16-z 12 -01 -2010 1 Jim Haggerton, Mayor ef, ailment of Community Development JARED SHEEKS 7717 DETROIT AV SW SEATTLE WA 98106 RE: Permit No. M10 -047 12101 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: Jack Pace, Director 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 01/10/2011. 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 01/10/2011, 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, 7.).#30 , r-m___ Bill Rambo Permit Technician File: Permit File No. M10-047 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 ENwSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. FILE C . PY STRUCTURAL CALCULATIONS FOR INTERGATE WEST BUILDING "C" ROOFTOP HVAC 12101 Tukwila International Blvd. Tukwila, WA 98168 Dale Kaemingk, PE /SE Joel Kipple, E.I.T. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 5 2010 City of Tukwila BUILDING Dlvlclflnl CORRECTION May 13, 2010 ENW Project No. 09- 053 -007 ()14 1 CODE: 2006 IBC / ASCE 7 -05 RECEIVED • CITY OF TUK MLA • • MAY 17 2010 • PERMIT CENTER 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # pq-053-001 PROJECT TArTerthnE LvesT ROG. t - Rob Fre I4VAC hATF011,1 DATE if-6-10 SHEET OF ( BY Trik SUBJECT OVEVVotk/ - (15) (3) (4) J CONDENSATE UNE TO ROOF (ANN VS' FVC Ii I EF-5 NEW MALT FAN /\ _..'FOR EMERGENCY RELIEF I (EX Ii. a I 21V-2- 35'- • — — 26 0 DI 24,0 DN 114 NG) tI 'I NC EXITIVC IAAIAL-UP AIR (NT 24.0 ON THAL-711 (EXISTING) I (Ex15,14C) I I (ExISTING) EXOUNG SCREENWALI - I REMOVE EXISTING SCREENWAll NEW WALL (BY OTHERS) BRACING AS NECESSARY — ppt/R.T. trXrigRuc.f.NuDRISTEILL i/ / LL CU-' I (RELOCATED) CU.-I (FXISTING) AC-2 1 (EYASTAIG) - 4 (LA FO =El NEW EXHAUST FM EMERGENCY RELIEF () (EXISTING) 12ARTIAL fooF tAYoUT * Anrnow OF NEW 7000* iivAt PIT w/ 61004 6715a fal‘fr -r& Tr4/W5 W.& tan Gfinells & CM/PM/6 FRAME /6 ibettnott fvevioAS olveg tx-sicom ev egGEtieva ==> romf DE516A/ mot( Poggemeyer Design Group, Inc. anent Date: 6/18/2008 12:53 PM Project: HVAC Frame Addition (Simple Frame) Units system: English Number: 7094.1 __o_mpany Address: 512 Sixth Street S, Suite 202, Kirkland, WA 98033 Z Aq N 10 N 20 N11 N21 N�7 / / -"-- - „jd 18 N` / 8 N 12 13 Poggemeyer Design Group, Inc. Current Date: 6/18/2008 1 :11 PM Units system: English Job Number: 7094.1 File name: P: \Current Projects \7094 -1 Digital Forest UPS Installation \Design \Calculations Folder \SimplePlatform1.adv Company Address: 512 Sixth Street S, Suite 202, Kirkland, WA 98033 Z Y \/ X • 3 /1c Project: HVAC Frame Addition (Simple Frame) 6,0c4' 5T (AA-O 6.115E Pin. .v-- -to A.ho 9 PREVIOUS ANALYSIS APPLICABLE 70 CU(1RENT toNDI170N pK L 1 4.669956 [Kip] z= 3.993929 [Kip] xii, Poggemeyer Design Group, Inc. urrent Date: 6/18/2008 1:11 PM Units system: English gob Number: 7094.1 File name: P: \Current Projects \7094 -1 Digital Forest UPS Installation \Design \Calculations Folder \SimplePlatform1.adv ompany Address: 512 Sixth Street S, Suite 202, Kirkland, WA 98033 • Project: HVAC Frame Addiion Si. mpll e Frame) ) Z Y \/ X 25' otito -re ?T L AO ctt i von- gig t,i,s6 PR(1.awtf.. To 4A-to p/ whirs A /IIVIs A�Pt �€A IE To (MEW CombmQN — 4.491844 [Kip] • z= 2.161886 [Kip] ii. ■ ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT # Oq - OS3 -007 PROJECT 11/182GATE u✓EST BLDG. e - 40070P HVAt 2. PLATRIZM DATE SUBJECT SHEET 5 OF ) 1 BY Ti< 0 2x14 N N N- 00 2x14 LO (0 W14x22/► C6x10.5 N- x NE w/ W12 N W12 1700 AC -5 u it 6 tsbo # AzAME St y" at 4" sio W24x55 ?010„ PAPAL ROOF Fat*. Pt,IW 5/124.- i t0" ------ g» 4t MAX. NVAC 0urr "Mart Fl-rv4E At vary ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # Q9 -O5 — n07 SUBJECT LoADIA/G PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 IAITETZ614TP WE=sr 1I-DG. c - ' FWl° flvRC R P%%Fo✓C i NoTE: nu BLDG U AI)6 7711011 Pam 0i chwx ptc6EMEVbR CALLS DEAD WADS (PD /ROOF = 2ao e, r (Pb) rrvc = tru psi (POtwai = 6000"s SNOW WADS P5 = 25 o es( CPO) © W2'1x55 25k _� (kit)co e, caw) c = 1115 pl( =? (WO HEM = (B0 °72i5)(61'167/9) = 227 elf sue 12' q" 301.0" GRIT) (6i WIax35 NaK DATE y -6 -/, SHEET 6 OF I vl nn BY �C - 1.448k/ft _►► ►J►►► AAAAAA►1.0:41184.AMMINEW YA 2.5k 1et AAA ►►►►A►1 ►►►►J►uA►►A:N ► _ -4.9k -3.9 -4.9k ►► ►►►► ►►J►A►► ►t'►L ►► ►► ►► Loads: LC 3, D + Mech + S Results for LC 1, D ►►l►►A►►►►►►►► ►► ►► 2 Engineers Northwest JK 09- 053 -007 Intergate West Building C Member & Node Labels & Applied Loads Apr 6, 2010 at 3:24 PM 09- 053-007 Roof Beam Analysis (... Company : Engineers Northwest Designer : JK Job Number : 09 -053 -007 Intergate West Building C Apr 6, 2010 3:23 PM Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Section Sets Label Shape Design List Type Grid C Beam W24X55 Wide Flange M aterial Design Rules A [in2) I (90,270) [...I (0.180) [i... Beam A992 Typical 16.2 29.1 1350 2 Grid D Beam W18X35 Wide Flange Beam A992 Typical 10.3 15.3 510 Joint Coordinates and Temperatures 1 N1 0 10 0 2 N2 30 10 0 3 N3 0 0 0 4 N4 30 0 0 Member Primary Data ion Rule 1 M1 N1 N2 Grid C Beam Wide Flange Beam A992 Typical 2 M2 N3 N4 Grid D Beam Wide Flange Beam A992 Typical Member Advanced Data 1 Label I Release M1 PIN J Release PIN I Offset[in] J Offset[in] T/C Onl y Physical TOM Inactive Yes 2 M2 PIN PIN Yes Basic Load Cases Y Gravity Distributed 1 Dead DL 3 2 Snow SL 2 3 Mechanical None 6 RISA•2D Version 6.0 [C: \... \... \09 -053 -007 Calculations \09 -053 -007 Roof Beam Analysis (ASD).r2d] Page 1 Company : Engineers Northwest Designer : JK Job Number : 09- 053 -007 Intergate West Building C Apr 6, 2010 3:23 PM Checked By: Load Combinations. Description SoI...PDelta SRSS LC actorl3LC Factor¢LC actor BLC Factor BLC actor BLC Factor BLC Factor BLC Factor 1 D Yes 2 DL 1 .822 8.583 I 3 3 0 3 0 -.044 11.493 - 11.493 4 2 D + Mech Yes 0 -.788 DL 1 5 0 3 1 0 -1.491 0 0 6 1 M2 1 0 1.285 3 D + Mech + S Yes 8 DL 1 2 1 3 1 3 0 0 10.659 - 10.659 9 5 Member Section Stresses Bendinark 1 1 M1 1 0 1.525 0 0 2 2 2 0 .822 8.583 -8.583 3 3 0 3 0 -.044 11.493 - 11.493 4 0 -.319 4 0 -.788 8.335 -8.335 5 0 NC 5 0 -1.491 0 0 6 1 M2 1 0 1.285 0 0 7 8 2 0 .643 7.994 -7.994 8 3 0 0 10.659 - 10.659 9 5 4 0 -.643 7.994 -7.994 10 1 0 5 0 -1.285 0 0 11 2 M1 1 0 1.97 0. 0 12 -.599 600.576 2 0 1.267 11.84 -11.84 13 3 0 -.018 15.283 - 15.283 14 4 0 -1.03 10.788 - 10.788 15 5 0 -2.152 0 0 16 2 M2 1 0 2.33 0 0 17 2 0 1.687 16.656 - 16.656 18 3 0 .122 21.178 - 21.178 19 4 0 -1.255 14.78 -14.78 20 5 0 -2.821 0 0 21 3 M1 1 0 2.897 0 0 22 2 0 1.73 16.923 - 16.923 23 3 0 -.018 22.059 - 22.059 24 4 0 -1.493 15.871 - 15.871 25 5 0 -3.079 0 0 26 3 M2 1 0 3.937 0 0 27 2 0 2.491 26.654 - 26.654 28 3 0 .122 34.507 - 34.507 29 4 0 -2.059 24.777 - 24.777 30 5 0 -4.428 0 0 Member Section Deflections Member Label (n) LN Ratio 1 1 M1 1 0 0 NC 2 2 0 -.321 1120.759 3 3 0 -.45 800.028 4 4 0 -.319 1129.652 5 5 - 0 0 NC 6 1 M2 1 0 0 NC 7 2 0 -.399 901.17 8 3 0 -.561 642.084 9 4 0 -.399 901.17 10 5 0 0 NC 11 2 M1 1 0 0 NC 12 2 0 -.43 836.677 13 3 0 -.599 600.576 RISA -2D Version 6.0 [C:1...\...\09 -053 -007 Calculationsl09- 053 -007 Roof Beam Analysis (ASD).r2d] Page 2 Company : Engineers Northwest Designer : JK Job Number : 09 -053 -007 Intergate West Building C 10 / 19 Apr 6, 2010 3:23 PM Checked By: Member Section Deflections (Continued) v tint 14 1 M1 4 0 -.422 852.343 15 25.145 30 5 0 0 NC 16 2 M2 1 0 0 NC 17 24.169 30 2 0 -.795 452.821 18 2 M1 3 0 -1.107 325.298 19 25.145 30 4 0 -.779 462.035 20 2 M2 5 0 0 NC 21 3 M1 1 0 0 NC 22 3 M1 2 0 -.621 579.719 23 25.145 30 3 0 -.867 415.179 24 3 M2 4 0 -.613 587.197 25 24.169 30 5 0 0 NC 26 3 M2 1 0 0 NC 27 2 0 -1.295 278.081 28 3 0 -1.808 199.134 29 4 0 -1.279 281.529 30 5 0 0 NC Member ASD Steel Code Checks (By Combination) Cm E 1 1 M1 W24X55 .349 14.688 .081 0 25.145 30 33 ' 1 1 H1-1 2 1 M2 W18X35 .355 15 .067 0 24.169 30 30 1 1 H1 -1 3 2 M1 W24X55 .463 15 .114 30 25.145 30 33 1 1 H1-1 4 2 M2 W18X35 .709 16.562 .147 30 24.169 30 30 1 1 H1 -1 5 3 M1 W24X55 15 .163 30 25.145 30 33 1 1 H1-1 6 3 M2 W18X35 1.152 ) 15.625 .231 30 24.169 30 30 1 1 H1 -1 I cZ ovasyrze s -7 vs( L R, RISA -2D Version 6.0 [C:\... \... \09 -053 -007 Calculations \09 - 053 -007 Roof Beam Analysis (ASD).r2d] Page 3 Company : Engineers Northwest Designer : JK Job Number : 09 -053 -007 Intergate West Building C Apr 6, 2010 3:21 PM Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: LRFD 3rd / Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 100F Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment (in) 4 Concrete Stress Block Rectangular Yes Use Cracked Sections Bad Framing Warnings No Unused Force Warnings Yes Load Combinations r BLC Factor 1 D Yes Y .309 DL 1.4 0 594.654 729 497.288 1 H1 -lb 2 1 M2 W18X35 .296 15 .067 0 2 D + Mech Yes Y H1 -lb DL 1.4 M1 W24X55 3 1.4 .112 I.MD 594.654 729 497.288 1 Hl-lb 4 - 2 M2 3 D + Mech + S Yes Y 30 DL 1.2 2 1.6 3 1.2 3 M1 W24X55 .560 / 15 .151 30 594.654 729 497.288 I.2D +r.6 L Member LRFD Steel Code Checks (By Combination) `Pncf..ohi•Pntrkl ohi'Mnl... Cb E 1 1 M1 W24X55 .309 14.688 .079 0 594.654 729 497.288 1 H1 -lb 2 1 M2 W18X35 .296 15 .067 0 361.503 463.5 241.944 1 H1 -lb 3 2 M1 W24X55 .411 15 .112 30 594.654 729 497.288 1 Hl-lb 4 - 2 M2 W18X35 .591 16.562 .146 30 361.503 463.5 241.944 1 H1 -lb 5 3 M1 W24X55 .560 / 15 .151 30 594.654 729 497.288 1 Hl-lb 6 3 M2 W18X35 .929 15.625 .221 30 361.503 463.5 241.944 1 H1 -lb RISA -2D Version 6.0 [C: \...1... \09- 053 -007 Calculations \09 - 053 -007 Roof Beam Analysis (LRFD).r2d] Page 1 12 POGGEMEYE' D 1 „IGN GROUP Cons _ -E ''I'. eers No.`s -:t?b ion 512 6th Street So}.., - ite 202 • Kirkland, WA 98033 (425) 827 -399 " • FAX: (425) 828 -4850 Made by BSF Date 9/15/07 Job No. 7094_2 Checked by Y Date Sheet No. S 3 Description HVAC FRAME ADDITION Job Name DIGITAL FOREST (BUILDING C) U) O CID N W x CO PX6 (SCHED. 80) EXTRA STRONG ASTM A500 GRADE B ROUNDED PIPE, COL. AT (4) LOC. W14X43 APPROX. 2' -9 5/16" TYP. N N TYPICAL k0 TS A325 —N i3/4" o, UNO PER DETAIL W14X43 N N x •czt- • W14X43 N N d- N N x W14X43 8'— 4" PLAN VIEW OF FRAVE CHAMFER WF & R EDGES 1" WHERE EXPOSED TO TRAFFIC O In CC CD N 01 0) 0 N CO t-n W -J -J TYPICAL PLATE AND ANGLE STEEL A36, THICKNESS PER DETAILS SCALE: 1/2" = 1' -0" FILE #.DWG . TOP MOM. CONN. PLATE PER DETAIL S7 WF CONN. TO WF PER SHEAR DETAIL S8 TAB TO COL. (2) BOLTS PER DETAIL BTM MOM. CONN. ON SHEET S7 PLATE PER DETAIL S7 (4) A325 —N 3/4'0 BOLTS TO EXISTING PRIMARY ROOF FRAMING MEMBER, PER S1 & S2, AT (4) LOC. EXISTING WF PRIMARY ROOF MEMBER PER SKETCH S1, S2 27'-1" (FROM TO �, FIELD VERIFY) R TO COL. Job Name DIGITAL FOREST (BUILDING C) POGGEMEYE 4F- IGN GROUP ' Cons ," 4 g., No pi-4.,?!6 ion 512 6th Street So 7; ' ite 202 • Kirkland, WA 98033 (425) 827— 99 FAX (425) 828 -4850 Description HVAC FRAME ADDITION Checked by Made by BSF Co co w co LCD U, 0 Sheet No. S_4 Job No. 7094 -2 POGGEMEYE nom: D r SIGN GROUP Cons 'fd q�$e ' =E,�, eers No , °i`Di ion �,_. 512 6th Street So ite 202 • Kirkland, WA 98033 (425) 827— 99`'''• FAX (425) 828 -4850 Made by BSF Date 9/15/07 Job No. .1_( / t1 7094 -2 Checked by Date Sheet No. S -5 Description HVAC FRAME ADDITION Job Name DIGITAL FOREST (BUILDING C) 6 3/4" (3) a "o A325 —N BOLTS TO A36 ! , "x13 "x162" KNIFED THROUGH PIPE COL. WF CONN. /TO WF PER DETAIL S8 COPE WF AT ANGLE LOC. I a "x72 "x102" KNIFED THROUGH PIPE COL., LOC. 1" ABOVE ROOF SURFACE EXISTING WF PER SKETCH S1 AND S2 L 3 "x22 "x4" CROSS— BRACE, BOTH ENDS OF FRAME, TYP. MIN. 2" WELD, EA. SIDE, TYP. KNIFE IL SLOTTED THRU PIPE, TYP. PENETRATE EXISTING ROOF TO CONN. TO EXISTING WF PER DETAIL S7 BASEPLATE (AND FRAME) SHALL BE ALIGNED SQUARELY OVER EXISTING ROOF FRAMING WF MEMBERS TRANSVERSE ELEVATION CF FRA BASEPLATE CONN. TO EXISTING WF PER SKETCH S7 VE SCALE: 1/2" = 1' -0" FILE /j.DWG 15 /Ic POGGEMEYE' ril .IGN GROUP Consu a 76.-'''' eers � P•x' t •' No i.95 - : LJ on 512 6th Street So ` • �'te 202 • Kirkland, WA 98033 (425) 827 - 599''• FAX (425) 828 -4850 Made by BSF Date 9/15/07 Job No. 7094 -2 Checked by Date Sheet No S _ 6 Description HVAC FRAME ADDITION Job Name DIGITAL FOREST (BUILDING C) BOLTS PER DETAIL S7 BOLTS PER DETAIL S7 EXTERIOR ELEVATION A36 R s "x6 "x12" SHEAR TAB TO COL. W18 PER DETAILS W18 PER DETAILS W14 PER DETAILS CROSS BRACE ANGLE WELDED TO SHEAR TAB, TYP. MAX. SEP. OF CROSS BRACES SHALL BE NO LESS THAN 18" INTERIOR ELEVATION SCALE: 1/2" = 1' -0" FILE #.DWG POGGEMEYER Consul Not;T 512 6th Street So ?'_ ; : (425) 827 -5`99 �'- - ®. IGN GROUP i''Eng` eers ;=tjp ion ite 202 • Kirkland, WA 98033 FAX (425) 828 -4850 Made by BSF Date 9/1 5/07 IV f I I Job No. 7094 -2 Checked by Date Sheet No. S -7 Description P HVAC FRAME ADDITION Job Name DIGITAL FOREST (BUILDING C) 3 5/16" 1 7/8" 7/8" N) 1 N- s" o HOLE FOR BOLTS, TYP. $ "0 HOLE FOR BOLTS, TYP. " 4 i "x7 "x10" BTM PLATE, CUT TO MATCH PIPE, WELD TOP & BTM SECTION AT BTM MOMENT CONN. PLATE W18 PER DETAIL W14 PER DETAIL 2 "5" 5 "2" 3 5/16" 1 7/8" 7/8" a" 0 HOLE FOR BOLTS, TYP. a "x7 "x132" TOP PLATE SECTION A T WF CONN TO SECTION A T TOP MOMEN T PIPE COL. I 1"x 7"xl 4.21." BASE PLATE BASE PLATE SECTION TOP AND BTM OF ANGLE PIPE TO BASE PLATE CONN. PLATE MIN. 2" WELD TO TOP AND BTM, ANGLE TO SHEAR TAB CONN. SECTIONS AT PIPE COL. SECTION A T CROSS BRACE SCALE: 1/2" = 1' -0" FILE #.DWG POGGEMEYE, .iDikNGN GROUP Cons :1M5 . g n eers N - ye, ' ion 512 6th Street So le 202 • Kirkland, WA 98033 (425) 827 -5 °9 '• FAX (425) 828 -4850 Made by BSF Date 9/1 5/07 Job No. 7094 -2 , ' , Checked by Date Sheet No. S-8 Description HVAC FRAME ADDITION Job Name DIGITAL FOREST (BUILDING C) PER PLAN FULL HEIGHT SHEAR in R AND i"0 A325 —N BOLTS AT WF CONN. WF TO WF STEEL CONN. SCALE 3/4" = 1' -0" FILE /'.DWG Kevin Teker Facilities Manager Digital Forest 12101 Tukwila Intl Blvd, Ste. 410 Seattle, WA 98168 Mr. Teker: RE: Revisions to Details and Required Special Inspections 31 October 2007 Pg POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Based on the conditions observed on our site visit to the Macdonald Miller metal shop observe the finished platform framing on October 30th, 2008, we believe that the assembly and connection of the platform frame is in general conformity with the structural engineering design concept. Attached are two revised details outlining acceptable alternative connections: (1) SK -5 illustrates connection of the platform frame to the support columns, and (2) SK -6 illustrates the connection between perpendicular wide -flange beams of the platform frame. If the frame is assembled per the attached sketches, the cross brace assembly shown in original plan details S-5 and S-5w; as well as the moment connection illustrated in details 5-4 and S-4w will not be required, as the frame will not bear directly over the support columns. Attached calculations verify the moment capacity of weld shown in attached sketch SK -5. - Special inspections shall be required as follows on site during the assembly of the frame in the final location on site: ■ Inspection of steel frame joint details for compliance with stipulations as noted in IBC 2006, Table 1704.3 Item 6. • Continuous inspection of welding of the platform frame to the support columns in location during the final assembly of the frames on site, per IBC 2006, Table 1704.3 Item 5. Feel free let me know if you have any questions or comments. Thanks( Benjamin S. Fisher Project Engineer Poggemeyer Design Group Phone: (425) 827 -5995 Fax: (425) 828 -4850 CC: Poggemeyer File Endosed: SK-5, SK-6 and calculations (5 pages) 5126'" ST S.. STE 202 KIRKLAND. WA 98033 425/827-5995 PHONE 425/828 -4850 FAX PDG- WA@PDG -WA.COM ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # 01- 053 -00? SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT SNTRGATf WEST 000. I — ( F VI IVAIC & Pl/MTFCCRM DATE SHEET 10, OF Ir By 0-1/ 2r-a. Y -1- ter-8- rf 'f' , 35-Bam yyq,, (WUX71) L m 2B •Beam -' fE-Channel a.. qq q U 2A -Beam (W14X22) 1r (C4XS.4) 1E-Channel (11'140 Ag mq A nt M j °� �a (� 75 Li u. o,. �".' C i Ci P. �x m. 00 a M� � 3' r 1 25-Beam 2A Beam (W14)(22) (W14X22) 1B-Channel )8 -\ (C4)(54) ♦ (GXSA) l�.�G o3B-Beam Y g -.- I'1 ,�J1 8' -B' 4. -0- / J -4 (W10X71) 4 - -11i- 7I /` Y Framing Plan �elfj / nano ( nnano 7qX Out e 27'-e- / 7 -71• ts'-31- , 3-9E / / 1DChannel , 1' -21- 4 -0- 4' -111- , 1 lEChannel I (CA X5.4) (1D-Channel I I (C4XSA) / (C4XSA) J i-3A -Beam - -- 'IL --3A -Beam 1C- Channel 3A-Beam --I 3ABam —i 43) (—X— (W14 4.7) (W14143) . Y1X L. 35-Beam _ 18' -n /1A_Poat_ / Pipe) 1A- Post Mimi) (6 "BStd Pipe) (60S14 -� . .- 1• 2B -Beam 2A •Beam u �l [wl �A�� (w14xx2) (W14X22) 7 ® Elevation �p�t� (aef: rue.o1) TIIIT • 7 • CO Iriri Res Devlphe By/ D.M �ppp �j►p��' ® C �/ Ste r �e.�t eae{1.®rns Mai L ®�49 4V. 3530 Rainier Ave. S. Seattle, Washington 98144 lob Nees Digital pews ytlpeeetpe� �ra°n lbemur MeenrYe -N>ti Dawn By. won imO6.d By: CA sdc N4" Re. Dealpaen en eq° Doc w.. 11i. Ln. DeentAlm Deenyille: ar an Da. Bee lo6Nambe Shed Numb= Dea,p a 6353 lit A I., Approval: 3J1144 I4w�se: May 12, 2010 I City of Tuf 1a Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jared Sheeks MacDonald Miller 7717 Detroit Av SW Seattle, WA 98106 RE: Correction Letter #1 Mechanical Permit Application Number M10 -047 Digital Forest —12101 Tukwila International Bl Dear Mr. Sheeks, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johnson at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician end File: M10 -047 W:\Pennit Center\Correction Letters\2010 W10 -047 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 21, 2010 Project Name: Digital Forest - Data Expansion AC -5 Permit #: M10 -047 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a quality control inspection table specifying "Special Inspections" relative to the steel platform for the AC unit. (IBC Chapter 17) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. iTC00 COPYM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -047 DATE: 05/17/10 PROJECT NAME: DIGITAL FOREST - DATA EXPANSION AC -5 SITE ADDRESS: 12101 TUKWILA INTERNATIONAL. BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: _ b 'Et-ding ivis on Public Works Fire Prevention Structural Planning Division LiPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: DUE DATE: 05/18/10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06/15/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 » KNIT COORDCOPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -047 DATE: 04/12/10 PROJECT NAME: DIGITAL FOREST - DATA EXPANSION AC -5 SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPA TMEN S: 1-‘21.4, u ding Division • Public Works Aw\ Fire Prevention Structural S -to-t 0 III Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1$, Comments: Incomplete DUE DATE: 04/13/10 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 50 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 05/11/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: S- A--t, v Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.atulcwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through . the mail, fax, etc. Date: 6- ) 1 -J b Plan Check/Permit Number: M10-047 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Digital Forest — Data Expansion AC -5 Project Address: 12101 Tukwila International Bl Contact Person: J Ot r S kuic S Phone Number: '-O ' - 6 - 3 Summary of Revision: Add eh' mod nn � I�-ti k j S v � S ►r �tJ - Q G C� � t n (rr 1 �v s / l /9 A et 4 w cdd,9 d 7113 IA/r- CGC.6 n J A-1 r s -ee ,a n S �. l"^'ni0 HAY17 ?010 PEI CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: jMC VEntered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeopleonter Friendly Page • Page 1 of 2 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 Macdonald /Miller Fac Sol Inc UBI No. 602254260 Phone 2067684180 Status Active Address Po Box 47983 License No. MACDOFS980RU Suite /Apt. License Type Construction Contractor City Seattle Effective Date 12/31/2002 State Wa Expiration Date 12/31/2010 Zip 98106 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DIVCOI*988RC Divco Incorporation Construction Contractor General Unused 12/3/2002 11/7/2010 Active MACDOMR026RU Macdonald Miller Rsdntl Inc Construction Contractor Unused General 12/31/1998 12/31/2001 Archived MACDOMR076OP Macdonald Miller Residential Construction Contractor General Unused 9/17/1993 12/30/1998 Archived DIVCOEC188LC Divco Energy Control Company Construction Contractor General Unused 6/3/1982 5/26/1997 Archived MACDOM *248J9 Macdonald Miller Co Construction Contractor General Unused 4/29/1976 2/1/2002 Archived ENCOMMS984CA Encompass Mechanical Services Construction Contractor General Unused 2/1 /2002 2/1 /2004 Expired LINFOAR980QG Linford Air liAmp; Refrigertn Inc Construction Contractor General Unused 11/7/2002 11/7/2004 Inactive DIVCOI *031L4 Divco Inc Construction Contractor General Unused 6/24/1997 8/1/2003 Relicensed Business Owner Information Name Role Effective Date Expiration Date Turley, Douglas Chief Executive Officer 02/13/2008 Turley, Douglas Chief Operating Officer 02/13/2008 Webster, Mark E Member 05/14/2010 Hoel, Stephanie W Member 05/14/2010 https://fortress.wa.gov/Ini/bbip/Print.aspx 06/17/2010 UNIT NO. MFG & MODEL NO_ AC-1 TRANE SXHFC75 AC-2 AAON RAI-070 AC-3 : AAON RN-070 AC-4 AAON RN-070 AC-5 I AAON RN-070 RTU-1 TRANE TFD-180 yg:k,".smtz,:t;&F.-_',M:tggVfVttQ;WqmOWZ6ge't--eiWg-=;Z=VWA'4'R't''frA5'g': Ofiagg.ftgrAtAa'310indiri.WANAVAtaginkdiy,„,,_ Viglat-;;OzM NOM • SUPPLY FAN : OA EXH FAN COND FAN i EER/ ' ELECTRICAL 1 TONS CFM ESP QTY i HP • CFM QTY HP QTY I HP IPLV VOLT/PH MCA LBS 75 27000 : 2.3 2 40 , : 2 20 6 1 1 8.8/ 460/3 : 230 11000 70 25000 : 2 2 15 : 2 3 6 i 3/4 94401 46013 1 157 7000 : 70 25000 1 2 2 15 1000 2 3 6 1 3/4 i 9.4/10.1 460/3 157 7000 70 25000 i 2 2 15 1000 2 3 6 1 3/4 94/101 460/3 157 7000 70 25000 i 2 2 15 1000 2 5 6 I 3/4 I 10.1/10.1 46013 170 7000 . 15 I 6000 1 1 1 5 200 : - - ; 9.9110.2 460/3 42 2000 • 1 : • ' NOTES 1 00 cD 0 c '2:irAgt,;nNrggt:::X:WggSgfxi,90.t;:-Ks,re ggVA-0,040,a4:11i-V4t4VgitAltSiatai ROOFTOP UNIT: AC-5 SYSTEM DESCRIPTION: AC-5 IS A ROOFTOP PACKAGED AR CONDITIONER WITH 4 STAGES OF COOLING AND NO HEAT. IT IS EQUIPPED WITH 100% ECONOMIZER CAPABILITY AND RELIEF FANS. AC-5 SERVES THE DATA CENTER ALONG WITH THE EXISTING AC-1, AC-2, AC-3, AND AC-4. ALL UNITS SHALL BE CONTROLLED BY THE EMCS. SCHEDULE OF OPERATION: THE DATA CENTER IS A 24/7 OPERATION. THERE SHALL BE NO TEMPERATURE SETBACK. LEAD/STANDBY: THREE OF FOUR UNITS (AC-2,3,4,5) RUN CONTINUOUSLY ALONG WITH AC-1, THE FOURTH UNIT IS STANDBY. THE UNIT IN STANDBY IS ROTATED ON A WEEKLY BASIS AT THE SAME DAY AND TIME (INITIALLY TUESDAY AT 9:00 A.M.) SUPPLY FANS: THE UNIT SUPPLY FANS RUN CONTINUOUSLY. THE SPEED OF THE SUPPLY FANS ARE FIXED AT THE SPEED REQUIRED TO MAINTAIN THE SUPPLY PLENUM DUCT STATIC PRESSURE AT SETPOINT (0.4" WC INITIALLY) WITH 5 AC UNITS RUNNING (INCLUDING AC-1). THIS IS ALSO THE MINIMUM SPEED PROGRAMMED INTO THE VFD. IF THE SUPPLY PLENUM PRESSURE DROPS BELOW THE LOW LIMIT THRESHOLD, ALL FANS ARE RAMPED UP TOGETHER TO MAINTAIN THE DUCT STATIC SETPOINT. PRIOR TO STARTUP, THE EMCS SHALL VERIFY THAT THE RETURN AIR DAMPER IS OPEN. TEMPERATURE CONTROL: THE ECONOMIZER AND DX COOLING OPERATE TO MAINTAIN THE ROOM TEMPERATURE AS SENSED IN THE RETURN AIR DUCT AT SETPOINT {1 SENSOR PER UNIT). COMPRESSORS: DX COOLING IS ENABLED WHEN THE SUPPLY FAN STATUS IS TRUE AND THE OUTSIDE AIR TEMPERATURE AS MEASURED AT THE UNIT RISES ABOVE sr (ADJUSTABLE), AND IS DISABLED WHEN THE OUTSIDE AIR TEMPERATURE FALLS BELOW 52° (ADJUSTABLE) OR THE FAN STATUS IS FALSE. THE RETURN TEMPERATURE CONTROL WILL STAGE THE COMPRESSORS ON AS REQUIRED TO MAINTAIN THE SETPOINT AS FOLLOWS (ALL SETPOINTS ADJUSTABLE): COMPRESSOR #1 (DIGITAL SCROLL): ON AT 60° MAT, CAPACITY VARIES ON A LINEAR SCALE FROM 100% AT 60° MAT TO 10% AT 55 SAT, OFF AT 54°. COMPRESSOR #2 (DIGITAL SCROLL): ON AT 65° MAT, CAPACITY VARIES ON A LINEAR SCALE FROM 100% AT 66° MAT TO 10% AT 61' SAT, OFF AT 60°. COMPRESSOR #3 (FIXED CAPACITY): ON AT 71° MAT, OFF AT 66° MAT COMPRESSOR #4 (FIXED CAPACITY): ON AT 76° MAT, OFF AT 71° MAT DURING DX COOLING, A LOW DISCHARGE AR TEMPERATURE CONTROL WILL DISABLE COMPRESSORS AS FOLLOWS TO PREVENT COIL FREEZING: COMPRESSOR #1: DISABLE AT 44° DAT, RE ENABLE AT 47° DAT COMPRESSOR #2: DISABLE AT 46° DAT, RE ENABLE AT 49° DAT COMPRESSOR #3; DISABLE AT 48° DAT, RE ENABLE AT 51° DAT COMPRESSOR #4: DISABLE AT 50° DAT, RE ENABLE AT 53° DAT COMPRESSOR MINIMUM ON/OFF TIMES SET AT 3 MINUTES INITIALLY (ADJUSTABLE FROM GRAPHICAL INTERFACE) ECONOMIZER: THE ECONOMIZER IS ENABLED TO MODULATE OPEN TO PROVIDE FREE COOLING WHEN THE OUTSIDE AIR TEMPERATURE IS 4 DEGREES LESS THAN THE RETURN AR TEMPERATURE. THE ECONOMIZER WILL BE DISABLED AND FIXED AT THE MINIMUM POSITION WHEN THE OUTSIDE AIR TEMPERATURE RISES ABOVE THE RETURN AIR TEMPERATURE. DURING FREE COOLING THE ECONOMIZER WILL MODULATE TO MAINTAIN THE MIXED AIR TEMPERATURE OF 55° (ADJUSTABLE). WHEN THE ROOM TEMPERATURE CONTROL CALLS FOR A STAGE OF MECHANICAL COOLING, THE MIXED AIR TEMPERATURE SETPOINT WILL RESET TO 60° (ADJUSTABLE) IN ORDER 10 PROVIDE SUFFICIENT LOAD TO THE EVAPORATOR COIL. THE ECONOMIZER CONTROL LOOPS SHOULD BE PROGRAMMED TO MAINTAIN STEADY ECONOMIZER DAMPER POSITION CONTROL TO AVOID UPSETTING THE BUILDING STATIC PRESSURE CONTROL POWER EXHAUST FANS: THE POWER EXHAUST FANS ARE ENABLED TO RUN AT ALL TIMES. THE SPEED OF THE POWER EXHAUST FANS SHALL TRACK THE POSITION OF THE OUTSIDE AIR DAMPER (WHEN THE SUPPLY FAN IS RUNNING) WITH AN ADJUSTABLE OFFSET (DETERMINED DURING COMMISSIONING). TWO INDEPENDENT BUILDING STATIC PRESSURE PID CONTROL LOOPS WILL OVERRIDE THE EXHAUST FAN TRACKING SHOULD THE BUILDING STATIC PRESSURE (AS MEASURED FROM DC1 TO OUTSIDE) FALL BELOW -0,02WC, OR RISE ABOVE 0.05'WC. THE INTENT OF THE BUILDING STATIC PRESSURE CONTROL IS TO MAINTAIN STABLE BUILDING STATIC PRESSURE BY ADJUSTING THE RELIEF FAN SPEED BASED ON THE PERCENTAGE OF OUTSIDE AIR SUPPLIED BY THE UNIT, WHILE ALLOWING FOR FURTHER ADJUSTMENT BASED ON ANOMALOUS CONDITIONS ELSEWHERE IN THE SYSTEM. UNIT FAILURE SCENARIOS: • SUPPLY FAN FAILURE: IF ONE OR BOTH SUPPLY FANS FAIL, AN ALARM IS GENERATED, THE FANS ARE DISABLED, THE OUTSIDE AIR DAMPER OPENS, THE RETURN AIR DAMPER CLOSES, MECHANICAL COOLING IS DISABLED, AND THE STANDBY UNIT IS STARTED, • EXHAUST FAN FAILURE: IF ONE EXHAUST FAN FAILS, AN ALARM IS GENERATED AND THE OUTSIDE AIR DAMPER MAXIMUM POSITION IS LIMITED TO 50%. IF THE SECOND EXHAUST FAN FAILS AN ALARM IS GENERATED AND THE OUTSIDE AIR DAMPER IS HELD CLOSED. COMPRESSOR FAILURE: IF A COMPRESSOR FAILS, AN ALARM 15 GENERATED AND THE NEXT STAGE COMPRESSOR IS STARTED. - HIGH DISCHARGE AIR TEMP: IF A UNITS DISCHARGE AIR TEMPERATURE EXCEEDS THE HI LIMIT SETPOINT (SET INITIALLY AT 68°) FOR 2 MINUTES, AN ALARM IS GENERATED, THE FANS ARE DISABLED, THE OUTSIDE AR DAMPER OPENS, THE RETURN AIR DAMPER CLOSES, MECHANICAL COOLING IS DISABLED, AND THE STANDBY UNIT IS STARTED. • HIGH LOAD STANDBY ENGAGEMENT: IN THE EVENT ALL COOLING STAGES ON THE AAON UNITS ARE ON FOR 5 MINUTES, THE STANDBY UNIT SHALL START. THE STANDBY UNIT SHALL CYCLE OFF WHEN ALL UNITS HAVE 3 OR FEWER COOLING STAGES RUNNING. MANUAL OVERRIDE: OVERRIDE SWITCHES LOCATED IN A PANEL IN THE NETWORK OPERATIONS CENTER ALLOW THE OPERATOR TO OVERRIDE FAN AND COMPRESSOR STAGES MANUALLY. IF ANY SWITCH IS PLACED IN THE OFF OR HAND POSITION, THE ANALOG SIGNALS FOR SUPPLY FAN SPEED, RELIEF FAN SPEED, AND ECONOMIZER POSITION ARE INTERRUPTED, THE INTENT IS TO OPERATE THE UNITS IN RECIRCULATION MODE SO THAT BUILDING PRESSURE IS NOT ADVERSELY AFFECTED BY THE MANUAL OPERATION, A HARD-WIRED RELAY IS ADDED SO THAT IF THE FAN IS OVERRIDDEN OFF, THE OUTSIDE AIR DAMPER WILL OPEN AND THE RETURN AIR DAMPER WILL CLOSE (THE UNIT IS ISOLATED IN THIS WAY BECAUSE OF THE BACK DRAFT DAMPER INSTALLED ON THE OUTSIDE AIR INTAKE). FIRE SYSTEM INTERFACE: DURING A FIRE ALARM, THE FIRE ALARM SYSTEM SHALL SHUT DOWN THE AIR CONDITIONING UNIT. THE UNIT IS EQUIPPED WITH A RETURN AIR SMOKE DETECTOR THAT SHUTS DOWN THE UNIT ON DETECTION OF SMOKE. CONNECTION TO THE FIRE ALARM SYSTEM IS THE RESPONSIBILITY OF THE FIRE ALARM CONTRACTOR. DISPLAY 1 TRENDING 1 ALARMING: • OUTDOOR AIR TEMPERATURE (TREND: 500 X 15MIN) • RETURN AIR TEMPERATURE (TREND: 500 X 15MIN) • MIXED AIR TEMPERATURE (TREND: 500 X 15MIN) - DISCHARGE AIR TEMPERATURE (TREND: 500 X 15MIN) (ALARM: HMO) - ROOM TEMPERATURE (TREND; 500 X 15MIN) (ALARM: HI) • MIXED AR TEMPERATURE SETPOINT • ECONOMIZER MINIMUM POSITION SETPOINT - ECONOMIZER POSITION (COMMANDED) • OUTSIDE AIR DAMPER POSITION (ACTUAL) • COMPRESSOR COMMAND (TYPICAL OF 4) • COMPRESSOR STATUS (TREND: CHANGE OF STATE) (ALARM: COMMAND FAILURE) • SUPPLY FAN COMMAND (TYPICAL OF 2) • SUPPLY FAN STATUS (TREND: CHANGE OF STATE) (ALARM: COMMAND FAILURE) • SUPPLY FAN VFD SPEED (TREND: 500 X 15MIN) • RELIEF FAN STATUS (TREND: CHANGE OF STATE) (ALARM: COMMAND FAILURE) • RELIEF FAN VFD SPEED (TREND: 500 X MIN) • DUCT STATIC PRESSURE (TREND: 500 X 15MIN) (ALARM: HMO) • BLDG STATIC PRESSURE (TREND: 500 X 15MIN) (ALARM: HI/LO) - FILTER STATUS (ALARM: CLOGGED FILTER) • MANUAL OVERRIDE STATUS (ALARM: CHANGE OF STATE) E CIPPY Permit No. 1416.4 0147 Plan review approval is subject to errors and omissions. .poroval of construction documents does not authorize v:olation of any adopted code or ordinance. Receipt approved Field Copy and conditions is acknowledged: By Date: City Of Tukwila BUILDING DIVISION SYMBOL FSD-1 DESCRIPTION-POWERED 1 1/2 HOUR FIRE/SMOKE DAMPER: LOW vaocirr, VERTICAL OR HORIZONTAL, 3-V BLADE,LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 212 OR EQUAL. • 1/2 HOUR F1RE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL FSD-2 OR HORIZONTAL, AIRFOIL BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 312 OR EQUAL. 3 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR <> HORIZONTAL, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 FSD-3 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 231 OR EQUAL 3 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL FSD-4 <> OR HORIZONTAL, AIR FOLD BLADE, LEAKAGE CLASS 1, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 311 OR EQUAL FSD-5 FSD-6 SD-1 SD-2 • 112 HOUR TUNNEL CORRIDOR FIRE/SMOKE DAMPER: LOW VELOCITY, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK CFSD 212-1 OR EQUAL. 1 1/2 HOUR OUT OF WALL FIREJSMOKE DAMPER: LOW VELOCITY, VERTICAL , 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSMON, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK OF SD 212 OR EQUAL. SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. MD-1.0 MOTORIZED CONTROL DAMPER-LOW VELOCITY GREENHECK VCD-23 OR EQUAL. MD-2 0. MOTORIZED CONTROL DAMPER: MEDIUM VELOCITY AIRFOIL BLADES GREENHECK VCD-33 OR EQUAL. SCD-1 SCD-2 SMOKE CONTROL MOTORIZED DAMPER: LOW VELOCITY GREENHECK SMD 202 OR EQUAL. SMOKE CONTROL MOTORIZED DAMPER: MEDIUM VELOCITY AIRFOIL BLADE, GREENHECK SMD 301 OR EQUAL. NOTES ;SYMBOL DESCRIPTION-NON POWERED 1,2 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL FD-1 4 OR HORIZONTAL , 165° F FUSABLE LINK, BLADE IN AIR STREAM, GREENHECK DFD 150 TYPE A OR EQUAL. 1,2 1,2 1,2 1,2 1,2 1,2 1,2 3 4 1,2 1,2 2.: INTERLQCKOF SMOKE DAMPER TO RE ALARM SYSTEM BY ELECTR1CAL I ''Cit■ikACY4F:00:100,.:r4970i.-R9'grt8,k6i.0 1 . ACTUATOR 3Y 3. . CONTROL FROM LOCAL DETECTOR . • . V • *.,;,:ozOKtkocokoiw4octl*ttel-;. „., 7a=k000k404400*R::::: FD-2 FD-3 FD-4 FD-5 FD-4 BD D BAR 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR STREAM, GREENHECK DFD 150 TYPE B OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE IN AIR STREAM, GREENHECK DFD 350 TYPE A OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR STREAM, GREENHECK DFD 350 TYPE B OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: LOW VELOCITY, NARROWLINE, VERTICAL - FOR INSTALLATION BETWEEN 2 TRANSFER GRILLES IN A WALL ASSEMBLY, 165° F FUSABLE LINK, GREENHECK DFD-110 OR EQUAL. CEILING RADIATION DAMPER: GREENHECK CRD-2 OR EQUAL. BACKDRAFT DAMPER: GREENHECK WD 330 (VERT) OR WD-100 (HORIZONTAL) OR EQUAL. BAROMETRIC RELIEF DAMPER: (,05 OPNG PRESSURE SHOWN) RUSKIN CBD2. NO SUBSTITUTE ALLOWED. VOLUME DAMPER: SHOP FABRICATED, W/LOCKING QUADRANT. NOTES DESCRIPTION • SYMBOL i DESCRIPTION BARE SHEETMETAL 14/12 ROUND SHEETMETAL WRAPPED W/ INSULATION (2") 120W SOUNDLINE SHEETMETAL (1" LINING) 14/12 $L I CLEANROOM QUALITY DUCTWORK 1.4/12 C SHEETMETAL WRAPPED W/ INSULATION (2") BARE ROUND SHEETMETAL EXPOSED QUALITY SHEETMETAL EXAMPLE OF NEW EXAMPLE OF DEMO EXAMPLE OF EXISTING 14/ 12 W I BARE FLAT OVAL SHEETMETAL 14/12-9- 120 FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2") 14/12-0-W 14/12 1 4/1 2 DB DUCTBOARD (1" FIBERGLASS) 1-47 - - - 14112 EXAMPLE OF NOT IN CONTRACT (NC) FLEX DUCT 1 4/1 2 FLEX CONNECTOR SYMBOL , MANUFACTURER & MODEL. NUMBER SIZE TYPE • T-BAR LAY-IN MODULAR CORE DIFFUSER SURFACE MT MODULAR CORE DIFFUSER SIZE SHOEMAKER 701-MA AS NOTED CFM SIZE SHOEMAKER MA-DCF AS NOTED CFM SIZE CFM SHOEMAKER 904 AS NOTED SIZE KEES K-100 CFM SIZE ' TITUS Iv1L-39 CFM SIZE SHOEMAKER RD CFM ; SIZE ; SHOEMAKER 905 AS NOTED SURFACE MT RET/EXH GRILLE CFM DOUBLE DEFLECTION StDEWALL DIFFUSER AS NOTED T-BAR LAY-IN SLOT DIFFUSER -1" SLOTS SEPARATE PERMIT SURFACE MT SLOT DIFFUSER -1" SLOTS ; REQUIRED FOR: ROUND CEILING DIFFUSER J Mechanical etlectrical [IT umbing --- Gas Piping City of Tukwila LBUILDING DIVISION NOTES AS NOTED AS NOTED M-M METAL EGGCRATE M-M METAL EGGCRATE 12/24 RETURN/EXH 24/24 RETURN/EXH AC-5 AIR CONDITIONING UNIT ADDITION: PROVIDE AND INSTALL (1) ROOFTOP PACKAGED AIR CONDITIONING UNIT TO SERVE DATA CENTER. UNIT TO INCLUDE 100% OSA ECONOMIZER CAPABILIrf. PROVIDE AND INSTALL (1) STRUCTURAL STEEL PLATFORM, INSTALL RETURN AIR DUCTWORK CONNECTING AIR CONDITIONER TO COMPUTER ROOM. INSTALL SUPPLY DUCTWORK CONNECTING NC UNIT TO SUPPLY PLENUM. INSTALL (1) TEMPERATURE SENSOR IN SUPPLY DUCTWORK. DUCTWORK AND EQUIPMENT ADDITIONS INSIDE THE DATA CENTERS WILL BE PERMITTED SEPARATELY. TITLE PROJECT ENGINEER ACCOUNT MANAGER SHEET METAL FOREMAN NAME JARED SHEEKS STEVE FLINK LARRY HARBISON CONTACT UST 7,;x;E:zgfTetZ-NM:6„. COMPANY MACDONALD-MILLER MACDONALD-MILLER MACDONALD-MILLER PHONE NUMBER 206-768-3806 253-680-3172 206-7684294 E-MAIL jared.sheeksamacmitler.com steve.11inkArnacmiller.com larry.harbison@macmiller.com MacDonald-Miller FACILITY SOLUTIONS 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA: ROOF "U" VALUE (BTUH/S.F.°F) = N/A WALL "U" VALUE (BTUH/S.F.°F) = N/A FLOOR "U" VALUE (BTUI-I/S.F.°F) = N/A GLASS "0" VALUE (BTUH/S.F.°F) = N/A GLASS SHADE COEFF. = NIA LIGHTING (WATTS/S.F.) = N/A MISC. EQUIP. (WATTS/S.F.) = N/A PEOPLE DENSITY (S.F./PERSON) = N/A COOLING INDOOR DESIGN TEMP (°F) = N/A COOLING OUTDOOR DESIGN TEMP (°F) = NIA HEATING INDOOR DESIGN TEMP (°F) = N/A HEATING OUTDOOR DESIGN TEMP (°F) --- N/A REVISIONS No chances 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. 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 wvwv.macmiller-com WA Lic No: MACDOFS980RU 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2006 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2006 WSEC, - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB/CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-4.2 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB/CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R-42 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R-4.3 MIN.). AIR DUCT (R-4.3 MIN.; 7, FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON-PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL-NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 8. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1621 OF THE 2006 IBC. 9. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2006 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2006 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 10. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 11. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2006 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 12. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18"X 18". 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH ELECTRICAL CONTRACTOR. 14. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF pUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 16. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 17, COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC-2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 18. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 19, FOR ALL "SEALED AIR TIGHT' SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAF1NG ("MONOCOAT') IS NOT ACCEPTABLE BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUC1WORK, CONDUIT, PIPING) SHOULD BE. SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. - USE SECTION 909.5 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 20. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS:10 CFM/S.F. GRAVITY DAMPERS: 20CFM/S.F. (40 CFM/S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION). 21. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. 22. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 23. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS: - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1-2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER. APN # 0923049309 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 114 OF SE 1/4 TH S 89-16-35 E 100 FT TH S 24-13-53 E 567.42 FT TO POINT OF BEGINNING TH N 66-35-01 E 120.47 FT TH N 20-23-23 W 27.58 FT TH N 65-32-34 E 165 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1-K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINE S 24-27-26 E 110.84 FT TH FOLLOWING SAID WLY R/W LINE N 65-32-34 E 10 FT TH FOLLOWING SAD WLY ROW LINE S 24-27-26 E 200 FT TH FOLLOWING SAID WLY RAN LINE N 65-32-34 E 20 FT TH FOLLOWING SAID WLY RIW LINE S 24-27-26 E 126 FT TH FOLLOWING SAID WLY RIW LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S65-32-34 W THRU C/A OF 0-12-18 DISTANCE OF 10.03 FT TH S 65-30-25 W 199.33 FT TH N 22-47-01 W 21.44 FT TH S 63-32-48 W 62.13 FT TH S 65-46-07 W 58.17 FT TH N 24-13-53 W 402.19 FT TO POINT OF BEGINNING LOT C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0033 RECORDING NO 9810059013 12101 INTERNAT1ONA TUKW UKWILA L BLVD LA, WA 111111A BOEING ACC • ^.°411INSH \ VICINITY MAP NO SCALE SITE MAP NO SCALE ^-, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 25 2010 City of Tukwila BUILDING DIVISION REVISIONS: DATE 0 DIGITAL FOREST DATA CENTER EXPANSION AC-5 ADDITION 12101 TUKWILA 'NIL BLVD TUKWILA, WA 0 0 LL ENGINEER: J SHEEKS CHECKED BY B G EZ 0 N LAST REVISED: 04 -09 - 1 0 DATE PL017ED: 04 - 09 - 1 0 ISSUE DATE: P M I LLER 0 ITAL FOREST RECEIVED CITY OFTUKVVILA APR 1.2 2010 PERMIT CENTER DRAWING NUMBER: 1 4 9 0 - 7 3 0 6 1 9 4 - 00 - 0 0 SHEET NUMBER: A B A 1 5 96"0 2 1 ; F-5'-0" X 10'-0" X 2'-0" HIGH (INSIDE) NEW MOTORIZED DAMPER 1 SHEETROCK R/A PLENUM BY GREENHECK VCD-23, FAIL OPEN 1 , 1 GEN. CONTRACTOR. OPEN 0- ENDS (T(P) INTERLOCK WITH RTU SUPPLY FAN (BY OTHERS) 4 I I S/FD EXISTING 26"0 THRU ROOF—, iL 24"x 1 8" TRANSFER 5 =, -• • .• . • n• •-• • .5.. f4- •-•„? CN I (NI DAMPER CLOED r--)1 rXIST=NG 26r*--UP.; THRU ROOF 26"0 - 2 4031-....rI• I-, I I— EXISTING 24"0 UP THRU ROOF • [1 :1 SUPPLY DUCT UP TO ROOFTOP UNIT 2_4'0 W/ COUNT' g• R-:cALANCEV ac •p- RUSKIN C1D-2 \ EF-1 1 (ON ROOF) 62/18SL RETURN DUCT UP TO ROOFTOP UNIT LJ I• -••/- • LJ I •;...--_,•-•7,;(;:1'":- 0,20x12 (TYP EXISTING 48" DUCT UP THRU ROOF ' t'•;'7"-."•"":. :::••••••,-st.,•:.t.7.:7;77:;?...T.T.'„:,:;.;••;•,; .. _ ____...,. "Isi .: \ -.../ ROOM RRESS•PRE :\ .. / TO BUILINP.,./EMCS • ,: /\ \ D E :09 \--EXISTING t>, • ,/ 24"0 UP THRU ROOR 50/42 SL/2" SUPPLY DROP INTO PLENUM bAmpER • • . •. / ; ; I '.... "...... / .II : tt • Otx 28: ' FIRE SMOKE DAMPER RUSKN VPL' SYSTEM1 ;AY.:FIREHALARM CONTRACTOR YP I 50/42 SL/2" RETURN AIR DROP TERMINATE AT UNDERSIDE OF II ROOF DECK • SUPPLY DROP INTO PLENUM • - • i—r LY .•,,• - • ;Li • • • ' t ;.••• . I l'••• ; •... ..„.. SUPPLY DROP: ••• . ;•;;:, ; .; INTO-PLENUM- EXIST R/A DUCT UP TO EXIST AHU-4 (SEE 5 & C MECH. DWG.) AC-4 50742 SL/2" IRN 1 AIR DROP NEW DIFFUSER TO SERVE IF\ 21g0EcXTFEmNSION :•• •;:. • EXIST 26"x54" SUPPLY 3PY701 EXIST AHU-4 (SEE S & C MECH. DWG.) R/A SOUND FITTING 48"<24" OPENINGS EA. SIDE • VAM-1 1 VFPE-2415 1 1720 CFM I 709 GEM VAV-6 VCCE-06 1 458 CFM VAV-7 VCCE-06 273 CFM • 7 VAV-2 'FIDE -0604 1 349 CFM 1 26p CFM 1 tt DT-406 (4. PLQES) VAV —1,1 • ; 1 , • I; L — VAV-3 1 VFPE-1107 513 CFM 1 443 CFM 1 . . • 7.5 I VAV-il- ;VFPF -1101 I I 611 CD' II i I 443 CFM . 4,---- • -. ': .. 1 \\JAV---21-1-t-'--• ..' 1:- Ir----• - ; i . 14"0 j 6 ; ; .1B70 16 t ;ft • uJ 20"0 „, • ................................................ - ;-1 \ROOtz----CAP VAV-5 1 VFPE-1107 1 588 CFM 1 354 CFM . .... • •. -,,--.---1:„....,i; :,:,gT..2u:,..1N1....Q.) .I..„-:;;-.1.; 1.-- ,L----1.';'•:II:I;-.1;•T:'t,:','•:•:'....113'ilo ........" '• ••" • •• • .7...., •.• .. . X .1 - " • ' ;; :.., .... 77.17.7.1.7..,..,.„4. : . .... . .. , ... -.... .„„ - : --;:_..;_-.:.:_i..."*.:-.'1'..."'..•:•:;..'_':::.•...."..`..•_...,..I.-L.--,.".•,::::::::"L;,::-; I ; . : . . . . ..; ..l......: 01-2172 st: • 1:t \'‘; ;•.,' • / , • I\NtiLi . . ; • „ -1";.■ h 42/50 SL/2" '--SUPPLY DROP • INTO PLENUM ..FUTURE 1 ,}Ir —SUPPLY DROP v_ — Nj INTO PLENUM 18X10 800 CFM (TYPICAL) 42»x18"- 3200 CFM "60'06'• " " • • - TRANSFER w/ SD (TYr?i 2) I ' 1 F.1./ 1D-422i S/FD R /22")(48' EGGCR C M TYPI SEF • TIvl .01 1 I BI ANK JIFF PANELI BETWE CABINET • 0 0 1 22" L-155 SEE 48" GGCRATE GRILLES CF TYPICAL TM6.01 • •-•.,7,•••.:,.7t.•.• • 1� FLX --.„(FYPIC (TYPICAL) \ • THERMAFLEX...S-TL - 20"x48" EGGCRATE GRILLES I 600 CFM TYPICAL 22'x48" EGGCRATE GRILLES 2200 CFM TYPICAL SEE TM6.01 20"x48" EGGCRATE GRILLES 1830 CFM (TYP) ..... ...... .... — 0 1 0 0 0 0 0 0 _42/50 SL/2" RETURN DROP \ 20"x48" EGGCRATE GRILLES 2200 CFM TYPICAL SEE TM 6.01 22"x48" EGGCRATE GRILLES 1950 CFM TYPICAL' SEE TM6.01 4TH FLOOR PLAN — HVAC SCALE: 1/8" = 1 — I ' FUTURE RETURN DROP EXISTING 96X30" (INSIDE) GYP. BD. PLENUM .. • • --••-•;•t-r- ' 7.- ..... It 2 0 -77 IMA\1441 I...I II: .............. . ..................... DT2;--1 , DT5--=.61 • I ;.: • • ;, It I ; • . . . .... n ; •.; • - • DT4-413 • •.,•. • ■-•• • ...... ••-•^-•, .•."•, • .-•,• •. • • .• • • . ....• , • • • • 22"x48” EGGCRATE GRILLES '1200 CFM TYPICAL SEE TM6.01 1 --• EC-4 ‘AVSOUN REVIEWEDFOR CODE COMPLIANCE APPRMED vitit 25 2010 City of Tukwila BUILDING nniNInN RECEIVED CITY OF TUKWILA APR 12 410 PERMIT CENTER MacDonald-Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 www.macmillencom WA Lic No: MACDOFS980RU DIGITAL FOREST DATA CE\TER EXPANSIO AC-5 ADDITION 12101 TUKWILA INTL BLVD TUKWILA, WA 4TH FLOOR PLAN HVAC ENGINEER: SHEEKS CHECKED BY: B GEZON CAD: J SHEEKS !AST REVISED: 04-09-10 DATE PLOTE: 04 -09--10 ISSUE DATE DRAWING NUMBER: C-1490-7306194-00 ISSUED FOR PERMIT SHEET NUMBER: TM2.04 NFW CONDENSATE LINE ` TO ROOF DRAIN --7 1Y2" PVC t `\ r -26"0 ON 24 "o DN 3 RTU -1 1 (EXISTING) 32"0 / • EXISTING / MAKE -UP / AIR UNIT \EF -1 I (EXISTING) • / / j J j AC --I (EXISTING) EXISTING 3/ 4 "NPCW, CONNEC HUM*IFIER (TYP.) I 26 "0 t '� i 48 "0 DN ' 1 HVU -1 (EXISTING). ACU -1 42"0 3/4 "NPCW FROM ,' BELOW ROOF;; EXISTING ELECTRICAL PANELS REMOVE EXISTING SCREENWALL AND RELOCATE ELECTRICAL EQUIPMENT CU -1 (RELOCATED) CU -; 1 (EXISTING) \ EF- 1 L� I ; (EXISTING) LAIJU -31 (EXISTING) 111 ROOFTOP STEEL I SUPPORT `\S I RUCTURE E. STR.tiCT ORAL G' AWINGS) NPCW ON THE ROOF. PROVIDED w/ HEAT TAPE, INSULATION & WEATHERPROOF JACKET II -1r- r 1: III .I { l 11 1I1 11 11ik 11 I�, I1 11� 1 1 _..JI .I . . L—LI ROOFTOP STEEL r—"""" 1 I \ SUPPORT Il /-.� £ I! 1 __STRUCTURE ,1 i (SEE STRUCT DRAWINGS) FART}2 (EXISTING) 81'0 DUCT UP THRU1 ROOF \\ TO ROOF CAP (--- �tt C) MacDonald- Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206- 763 -9400 Fax: 206- 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU N. 0- - '1 li 11 co 0 0 cq a 0 L 0) �t- I 0 EXISTING SCREENWALL -' REMOVE: EXISTING SCREENWALL 11 0 D e RAILING (BY OTHERS)- REVERSE MOUNTING POSITION OF OSA /RA DAMPER ACTUATOR SO THAT RETURN DAMPER FAILS CLOSED 11 11 I1 11 - -- _.. -- 11 11 11 11 I1 Jl INSTALL COUNTER - BALANCED BAC1KDRAFT DAMPER IN OUTSIDE AIR OPENING ,f RUSKIN CBD -2 (NO SUBSTITUTIONS) O NEW A/C UNIT AND STEEL SUPPORT STRUCTURE (SEE STRUCTURAL DRAWINGS) NEW CONDENSATE LINE TO ROOF DRAIN 1Y2" PVC DIGITAL FOREST DATA CENTER EXPANSION AC -5 ADDITION 12101 TUKWILA INT'L BLVD TUKWILA, WA POTENTIAL SCREENWALL (BY OTHERS) ROOF PLAN — HVAC ROOF PLAN — HVAC SCALE: E" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED 2 5 2010 City of Tukwila BUILDING DIVISION LAST REVISED: 04 -01 -10 DATE PLOTTED: 04 -01 -10 ISSUE DATE CIT RECEIVED TUKWILA APR 1..2.2010 PERMIT CENTER ISSUED FOR PERMIT SHEET NUMBER: TM2.05 CAD FILENAME: no 0 c\I 0 PM, Monday, June 23, DUCT DROP (SUPPLY OR RETURN) STORM COLLAR/FLASHING 2x2 NAILER 2x10 CURB FRAMING 16 GA STEEL CURB ROOFING (BY OTHERS) CANT STRIP (BY OTHERS) BUILT—UP FOAM INSULATION CORRUGATED STEEL ROOF DECK TERMINATE RETURN AT OR ABOVE ROOF DECK LEVEL TERMINATE SUPPLY INSIDE GWB PLENUM \ //' /\ / / / / \ \-..„ ROOF JOISTS STEEL ANGLE FOR ROOF DECK SUPPORT ROOF CURB DETAIL AT SUPPLY & RETURN DUCTS 1 = HEIGHT TO TOP OF FAN SHROUD 0 1- z 0 0 0 1— 0 w HEIGHT TO TOP OF STEEL RAILS CHANNEL OR TUBE STEEL PERIMETER SUPPORT \ \ W14x43 CROSS MEMBERS (PER STRUCTURAL DRAWINGS) ROOFTOP MR CONDITIONER W18x71 STEEL RAILS (PER STRUCTURAL DRAWINGS) NEW ROOF CURB FOR SUPPLY AIR DROP (CURB BY M.C.; CU-1•1NG, PATCHING, AND ROOFING BY OTHERS) J L LL FLEX CONNECTOR QUICK CHANGE 54"X46" SUPPLY AIR DUCT W/ 2" SOUND LINER TERMINATE INSIDE GWB PLENUM ROOFTOP UNIT ELEVATION 1/2" — 1' W18x71 STEEL RAILS (PER STRUCTURAL DRAWINGS) 54"X46" RETURN AIR DUCT W/ 2" SOUND LINER TERMINATE AT OR ABOVE ROOD DECK LEVEL OSA INTAKE HOOD INSTALL COUNTER—BALANCED BACKDRAFT DAMPER IN OSA OPENING RUSKIN CBD-2 (NO SUBSTITUTION PERMISSIBLE) CHANGE RETURN DAMPER ACTUATOR POSITION IN THE FIELD SO THAT IT FAILS CLOSED ROOF DECK W14x22 STRUCTURAL STEEL CROSS MEMBERS (PER STRUCTURAL DRAWINGS) T W14x43 STEEL CROSS MEMBERS (PER STRUCTURAL DRAWINGS) W14x22 STEEL CROSS MEMBERS (PER STRUCTURAL DRAWINGS) \ W14x43 STRUCTURAL STEEL CROSS MEMBERS (PER STRUCTURAL DRAWINGS) 6" PIPE (PER STRUCTURAL DRAWINGS) 7'-1" 16'-10" 3'-1" 27'-0" STRUCTURAL STEEL PLATFORM 1 = 1' 6" SCHEDULE 80 PIPE (PER STRUCTURAL DRAWINGS) W14x43 STRUCTURAL STEEL CROSS MEMBERS (PER STRUCTURAL DRAWINGS) REVIEWED FOR CODE COMPLIANCE PRA/ED mtki 2 2010 City of Tukwila BUILDING nivisinm RECEIVED CM OF TUKWILA APR 12:Z010 PERMIT CENTER MacDonald-Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 www.macmiller.com WA Lic No: MACDOFS980RU DIGITAL FOREST DATA CENTER EXPA\SION AC-5 ADDITION 12101 TUKWILA INT'L BLVD TUKWILA, WA DETAILS HVAC ENGINEER: J SHEEKS CHECKED BY: B GEZON CAD: P MILLER ISSUED FOR PERMIT SHEET NUMBER: CAD FILENAM