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HomeMy WebLinkAboutPermit M07-064 - SABEY DATA CENTERSABEY B -3 DATA CENTER 12201 TIJKWILA INTERNATIONAL BL M07 -064 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: 0923049120 12201 TUKWILA INTERNATIONAL BL TUKW Contact Person: Name: SCOTT SINCLAIR Address: 825 NORTH CENTRAL AV , KENT WA Contractor: Name: ACCO ENGINEERED SYSTEMSINC Address: 6265 SAN FERNANDO RD , GLENDALE CA Contractor License No: ACCOESI971DU DESCRIPTION OF WORK: INSTALL NEW DRY COOLER AND FLOOR MOUNTED A/C Value of Mechanical: 100,000.00 Type of Fire Protection: 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 Cityif 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 MECHANICAL PERMIT SABEY B -3 DATA CENTER 12201 TUKWILA INTERNATIONAL BL , TUKWILA WA INTERNATIONAL GATEWAY WEST LLC Phone: 12201 TUKWILA INTERNATIONAL BLVD 4THFL , SEATTLE WA EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 0 1 1 0 0 0 0 0 * *continued on next page ** Permit Number: M07 -064 Issue Date: 04/25/2007 Permit Expires On: 10/22/2007 Phone: 253 8544444 Phone: Expiration Date: 10/13/2007 Fees Collected: $998.00 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 3-15 HP /500,000 BTU 15-30 HP /1,000,000 BTU.. 30-50 HP /1,750,000 BTU.. 50+ HP /1,750,000 BTU Fire Damper Diffuser Thermostat Wood/Gas Stove Water Heater Emergency Generator Other Mechanical Equipment 0 0 0 0 0 0 0 0 0 0 0 doc: IMC -10/06 M07 -064 Printed: 04 -25 -2007 Permit Center Authorized Signature: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: MO7 -064 Issue Date: 04/25/2007 Permit Expires On: 10/22/2007 I Dater ( 2 I hereby certify that I have read and x • ed this permit and know the same to be true and correct. All provisions of law and ordinance: governing this work will be complied 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 regulatinc construction or t a performance of work. I am authorized to sign and obtain this mechanical permit. Signature: 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 suspende or abandoned for a period of 180 days from the last inspection. Print Name doc: IMC -10/06 Date: 'Z /Zvt/'? M07 -064 Printed: 04 -25 -2007 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 0923049120 Permit Number: M07 -064 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 04/02/2007 Tenant: SABEY 8 -3 DATA CENTER Issue Date: 04/25/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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 fmal 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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 (206 - 431 - 3670). 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 M07 -064 Printed: 04 -25 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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.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 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) 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: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: 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 M07 -064 Printed: 04 -25 -2007 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. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Dater X1107 M07 -064 Printed: 04 -25 -2007 Site Address: Tenant Nam %. •• • Vi IVA.' I/ Community Developm&wDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 . http://wwwcitukwila.wa.us Name: 5 • -, �/� . Mailing Address: E -Mail Address: Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Q:\ApplicationsWonns- Applications On Line U -2006 - Permit Application.doc Revised: 9 -2006 bh 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 ** Suite Number: Floor: New Tenant: 0 .... Yes 0 ..No King Co Assessor's Tax No.: Property Owners Name: Mailing Address: City State Zip CON TACT PER o do we contact when your permit is ready to be issue Day Telephone, 51? - City State Zip Fax Number: 2,S: - GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: State State State Zip Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: city Day Telephone: ". Fax Number: Zip All plans must be wet stamped by- Engineer of Recor Company Name: Mailing Address: City Day Telephone: Fax Number: Zip Page 1 of 6 Valuation of Project (contractor's bid pri $ Existing )ding Valuation: $ Scope of Work (please provide detailed information): ua e Footage e All'Buildin a reas in S Blow DIVISION: change in use? ❑ Yes ❑ No If "yes ", explain: Compact: Handicap: Will there be new ra , storage? 0.... Yes PLANNING Number of Parking Stalls Provided: Standard: Will there be a FIRE PROTECTION ARDOUS MATERIALS: Q:'Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. No If yes, a separate permit and plan submittal will be required. Single family building footprint (area of the f dation of all structures, plus any decks over 18 ches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the fs owing: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that s s that the principal owner lives in one of the dwellings as hi ' r her primary residence. ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Othe .ecify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM I Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler I 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 'y+ MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: AcCO e /lJt-z-el2l,P Mailing Address: 835 K C Ek,T AC, A'v o wt. c{{803z City Contact Person: Co 1 T E I N3 GLA b 12 Day Telephone: 053 - S 54 -8 444 E -Mail Address: S S /1.3C.LA 1 e ACCOES, QO Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ /O0 Scope of Work (please provide detailed information): !Ns rya L N 2't) I7iZ4 Cc G i- 4010 = 'Cc c t mfl yvrei 4 e Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric rgi Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh N v 42A1 State Zip Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject , to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED A ENT: A Signature: /`� Date: 4 - 2 'd 7 Print Name: 'U L< tit. Day Telephone: hone: 2 S 3 -854 -8444 Mailing Address: 83s k) , e 1.11-2A L QV ILA iisi,7 wII, g8O32 Date Application Accepted: Q:\Applications \Forms - Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh ,,, i 1 Q „ 1 Date Application Expires: ITI D3— City State Zip Staff Initials: Page 6 of 6 ACTIVITY NUMBER: M07 -064 DATE: 04 -02 -07 PROJECT NAME: SABEY B -3 DATA CENTER SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: t( ?�,�� � x7 YVV � Bui •;ng Division ILSKfj j I Public Works Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PERMIT COORD COPY 5(1 Mb Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator ❑ DUE DATE: 04-03-07 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: Planning Division Not Applicable ❑ DUE DATE: 05-01-07 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Parcel No.: 0923049120 Permit Number: M07 -064 Address: 12201 TUIKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 04/02/2007 Applicant: SABEY B -3 DATA CENTER Issue Date: Receipt No.: R07 -00674 Initials: JEM Payment Date: 04/25/2007 12:26 PM User ID: 1165 Balance: $0.00 Payee: ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Description Amount Payment Check 006375 804.40 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us RECEIPT Account Code Current Pmts 000/322.100 804.40 Total: $804.40 Payment Amount: $804.40 7521 04/25 9716 TOTAL 804.40 doc: Receipt -06 Printed: 04 -25 -2007 Payee: ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Description 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.: 0923049120 Permit Number: M07 -064 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 04/02/2007 Applicant: SABEY 8 -3 DATA CENTER Issue Date: Receipt No.: R07 -00479 Payment Amount: $193.60 Initials: JEM Payment Date: 04/02/2007 09:53 AM User ID: 1165 Balance: 5804.40 Amount Payment Check 6359 193.60 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 193.60 Total: $193.60 doc: Receiot -06 Printed: 04 -02 -2007 Project: �i-9 / / I3- 3 ,)/17/1 (,4' Type of Inspection: '? /= /,v'7 / Address: • /' I r? ? O / 7 7 ei Date Called: Special Instructions: Date Wanted: U =ate p.m. Requester: Phone No: r ,2 v , - z - c-/-7/ i Approved. per applicable codes. INSPECTION RECORD Retain a copy with permit X707 -t IN ECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43'x=3670 Corrections required prior to approval. COMMENTS: \)°r C (p)f -e/F/1 i/ 'Date: 4- 0 8 0 REINSPECTION FEE fQUIRED. P or to inspection, fee must be p ' at 6300 Southcenter My .. Suite 10 . Call the schedule reinspection. 1 Recett No.: 'Date: Project.. i 4 L ., 5i 1r e.. Al Cr Afire' Type:4.1nspection: ___. , , , "n t bee .s mil ven.4./fru Address:-7 -1/ :4 (--e- TIT Date Called: "---,' Special Instructions: Date Zed: C — 0 , Cap p.m. Requester: PM , 9 a . ... /71 INSPECTION RECORD Retain a copy with permit ON NO. CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11k7-e4 PER IT N 06)431-3670 COM ENTS: nspec Receipt No.: /7/ < Dat- .00 REINSPECTION IfEE REQJ1RED. Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Type of Inspection: /=-/ V' 7 i 7/ 7 ? fr2,'1/A1 4 - A/ 1 Special Instructions: Date Wanted: .-- — 5 6 7 „ 0 , / - - , , ' ) A .- 4J��. -) Requester: 4 3 o 3 h 1 %J( -v'ti / ,-s _ ,i_--, �, :v vi / — A./c etfr: Project: s4 -� .3 - ( -d71- Type of Inspection: /=-/ V' 7 i Address: / / - r - _,T Date Called: Special Instructions: Date Wanted: .-- — 5 6 7 . P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. El Corrections required prior to approval. Inspect (Receipt No.: Date:____ 'Date: $ .00 REINSPECTION FE REQUIRED rior to inspection, fee must be • : Id at 6300 Southcenter lvd.. Suite 1 0. Call the schedule reinspection. Project: /�.# < 6- 3z.9/A Type of sp _ k mfr - / iv COMMENTS: Address: 12 ,24) Date Called: Special Instructions: Date Wanted: ` d �' _ C � �.m. 1p.aa- Requester: -- - 2 "/A Phone No: G -7 5' -sac ( r 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: -- - 2 "/A ; ( r K )(: f I //12 , I ) '1 9.61/,' / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: aid INSPECTION RECORD Retain a copy with permit I /910 7-0‘,g Dat ) frki-4 )74)1/4 A EINSPECTION FEE R UIRED. Pyfor to inspection, fee must be t 6300 Southcenter Blvd.. uite 1000". Call the schedule reinspection. 1 Recpt No.: 'Date: Project: 146y p 4 Type of Inspection: Address: /Z Z o / Suite #: -- T, (3 Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 "Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: 6/v41_ -- ,4 4/46 #114 c Inspector: Date: f(. / 9 Hrs.: ( $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 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 J Structural Ca iculations For 12201 Tukwila International 151vol. Seattle, WA 981 &8 FILE COPY RECfTVED CITY OF TUKW7LA 'APR 02 20071 PERMIT CENTER -- i EVIEWED FOR CODE COMPLIANCE APPROVED APR 23 2007 Of Tukwila N DU ION 'EXPIRES: 12/09/2008 Prepared for: ACCO Engineered Systems Engineering (Job: 1200) 3121 14lth Place SE M i l l Creek, WA 98012 T: 425.338.4776 F: 3317140 M Da- -Ola�l MS., Engineering Design Notes: "International Building Code 2003" (12201 Tukwila International Blvd. Seattle, WA 98168) Seismic: Design Category: `D' Site Classification: `D' Design Spectral Acceleration: SDS = SMS * 2/3 = 0.934 SDI = SMI * 2/3 = 0.448 Component Coefficients: ap = 1.5 Rp = 2.5 Ip = 1.0 Wind: 85 MPH, Exposure `C', I = 1.00, = 2.0 Assumed Project: Original Designed Unit: (See Attached Sht. # Misc 5) Low Heat Unit Weight: 4960 lb. High Heat Unit Weight: 5085 lb. Job #: 7200 New 8 Fan Dry Cooler Unit: (See Attached Sht. # Misc 7) UnitWeight: 2910 lb. Since Original Mech. Unit is heavier than New Unit, We do not check existing steel member capacity. ONLY DO THE CONNECTION DESIGN & ANALYSIS IN THIS PROJECT. 3121 147 Place SE T: 425.338.4776 Mill Creek, WA 98012 F: 425.337.7140 NEW 8 FAN DRY COOLER (290 lb) UNIT LOCATION VERIFY BY GC. PARTIAL ROOF FRAMING FLAN SCALE: I /8° = i' -m" 1d1p� LAca> Lzoo \al 69)4+ uha) IF STRUCTURAL STEEL: HSS STFUC1URAL TUBE TO Be ASTM A500, GRADE 'C', Fy = 46 Ka1 WIDE FLANGE MD PLATES TO BE AS1M A3b, FY s 36 KN. ILELD TO BE 3/I6' MINIMUM CONTINUOUS FILLET, BY CERTFIED UELDERS USINCs E10 0C ELECTRODES. ALL ABIOS SHALL COtfORT I TO THE LATEST EDITION OF A1115 DU. BOLT SHALL BE BEARING TYPE CONNECTIONS USING A325 BOLTS 111 //'''- - 1)wTQi � 1 I 4 + I'-o mess: 12/09/2008 l yl'1. �ti-y� IF�J "� �F+r�v fio1971146( I c-Pg 42 Cit,p) ) I Lo/- To .ws x 1 I C 6 Imo) V(6x10 tr•Tit CO) TX I I'd ive --%•1 '.?) y4 *14k-1.414_ icc) C EXPIRES: 12/09/2008 * tvek_leekK to1 � O*12 Itge To VSxlo I Crii 6 Pktr4-) CM i �l) CO) ull#-)(— .(4 44 I WC?? VelP 40110L -- (44fitt) 1,cc.) Lateral Analysis: 8 Fan Dry Cooler : Model: WT. = 2910 # : Seismin Design Category 'D' Seismic Design: F, = {(0.4 a, S )x(1 + 2z/h)xW p} /(Rp/Ip) = 0.67 W = 1956 lb. F,,,,,, = 1.6 S 1 W p = 1.49 W Fp MIN = 0.3 SDs Ip Wp = 0.28 W From: a, = 1.5 Sa = 0.934 R, = 2.5 1,= 1.0 Wp = 2910.0 lb. Mean Roof Height (h): 60.0 ft. Comp. Attachment Height (z): 60.0 ft. Ground Motion: S = F *S = 1.400 S = F„ *S = 0.732 Sos = (2/3) *S = 0.934 SM1 = (2/3) *S = 0.488 Mech Unit: W = 86.750 in. D = 164.000 in. (D >W) H = 20.000 in.Plus 18" Height Legs Weight = 2910.00 Ib.( Unit Weight + Misc) 0.7 F = 1369 lb. Check Overturning : T1 = C1 = 0.7Fp* (H/2 +18) / D = T2 = C2 = 0.7Fp* (H/2 +18) / W = Res = (0.6- 0.2S /2) = (IBS'2003' EQ16 -12) : Building Category 'II' 234 lb- --> No Uplift 442 lb - - -> No Uplift 601 lb. Wind Design: Exposure 'C', 85 mph, 60ft (Max. Height) q = 0.00256(I() (K (K (V O = 37.62 psf K = 1.13 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6 -3 K = 2.00 : Topographic Factor. Assumed K = 0.90 : Wind Directionality Factor, ASCE 7 -02: Table 6 -4 V = 85.00 : Basic Wind Speed I = 1.00 : Importance factor per 'IBC 2003' Table 1604.5 FT o t a i = (Wind Load)x(D)x(H) = 857 lb. Check Overturning : T1 = C1 = [Wind Load*W*H *(H/2 +18)/D = T2 = C2 = [Wind Load *D *H *(H /2 +18)/W = Res = 0.6x(Unit Weight /2) = (IBS'2003' EQ16 -11: Basic Load Combination) 77 lb.—> No Uplift 277 lb.—> No Uplift 873 lb. ceocirck Ita5irtJ N1/4 01,se..vt)o-70.44 1 (46- (6-crew z 1 e p Tyr c v42f `41- ( '44*) -N o.cr _ ,' 4 z �,ot (, o 4 ti) 12 ,61* H20 ak.. 1 < la 15(11 1 �6 ) + . � ) +�x) K ,61 x o. VIP 6.`0 \tcte FKS 4vg)4z vr 161 6 . .02 >. , -xis/ _ z-4-D 4 /("ey_ , ?) 4 V ortv 44-DI e.g, < %� pacitv c4b. ,tcgrxic ). % �e WL **-411_ Rev: 580012 ASCE 7-02 Earthquake Load Calculations 1 Description Occupancy Category ASCE 7 -02 Table 1 -1, 2003 !BC Table 1604.5 "II" : All Buildings and other structures except those listed as Category 1,111, and 1 Occupancy Importance Factor Seismic Use Group Ground Motion Latitude = Longitude = Location : 12201 Tukwila International Blvd. Seattle, WA 98168 1.00 47.489 deg North 122.303 deg West Seattle, King County, WA 98168 Max. Ground Motions, 5% Damping, from USGS 1996 maps : Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa & Fv (using straight -line Interpolation from table values) Fa = 1.00 Fv = 1.52 Maximum Considered Eartquake Acceleration ASCE 7 -02 Equation 9.4.1.2.4 -1 & 2, 2003 IBC Equations 16-38 & 16-39 S MS = Fa * Ss = 1.400 S = Fv * S1 = 0.732 Design Spectral Acceleration ASCE 7 -02 9.4.1.2.5, 2 - -3 IBC 1615.1.3 S 05 = S MS * 2/3 = 0.934 S =S M1 * 2/3 = 0.488 Response Modification Coefficient " R " = 0.00 System Overstrength Factor " Wo " = 0.00 Deflection Amplification Factor " Cd " = 0.00 ASCE 7 -02 9.1.4 = I ASCE 7 -02 Table 9.1.3 ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1 SS S I = 1.400 g, 0.2 sec response = 0.482 g, 1.0 sec response ASCE 7 - 02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 Building height Limits : Category "A & B" Limit: Limit = Category "C" Limit: Limit = Category "D" Limit: Limit = Category "E" Limit: Limit = Category "F" Limit: Limit = ASCE 7 -02 9.4.1.2.4, 2003 IBC 1615.1.2 Seismic Design Category = D ASCE 7 -02 9.4.2.1, 2003 IBC 1616.3 ( SDS is most severe ) Basic Seismic Force Resisting System ASCE 7 - Table 9.5.2.2, 2003 IBC Table1617.6.2 NOTE! See ASCE 7 -02 for all applicable footnotes. Washington, United States, North America Copyright © 1988-2004 Microsoft Corp. and/or its suppliers. All rights reserved http: /Iwww.microsof.con ✓ streets/ 0 mi 0.5 1 1.5 © Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. © 2004 NAVTEQ. All rights reserved This data indudes information taken with permission from Canadian authorities © Her Majesty the Queen in Right of Cana2g'p<???}F- WEDGE -ALL" Wedge Anchors Tension Loads for Carbon Steel Wedge -All (and Tie -Wire) Anchors in Normal - Weight Concrete 1. The allowable loads listed are based on a safety factor of 4.0. 2. Allowable loads may be increased by 33'.6% for short -term loading due to wind or seismic forces where permitted by code. 3. Refer to allowable load adjustment factors for edge distance and spacing on pages 126 8. 128. 4. Ml bit diameter used in base material corresponds to nominal anchor diameter. 6. Allowable loads may be linearly Interpolated between concrete strengths listed. 6. Allowable loads far'/. -kith size at 1' -inch embedment apply to both the Wedge -NI and Tie -Wire anchors. Installation torque does not apply to the Tie -Wire anchor. 7. The minimum concrete thickness is 11 times the embedment depth. U 6,760 (30.1) 10,040 (44.7) 10,040 44.7 9,960 (44.3) 15,760 (70.1) 17,000 75.6 SIMPSON [ Strongaie aatthrou nrarrcMI 'See page 7 for an explanation of the load table icons 121 122 WEDGE -ALL" Wedge Anchors Shear Loads for Carbon Steel Wedge -All (and Tie -Wire) Anchors In Normal- Weight Concrete 1. The allowable bads listed are based on a safety factor of 4.0. 2. Allowable bads maybe increased by 33' % for short-term loading due to wind or seismic forces where permitted by code. 3. Refer to allowable bad adjustment factors for spacing and edge distance on pages 126,127 & 129. 4. trill bit diameter used In base material corresponds to nominal anchor diameter. 5. Allowable bads may be linearly interpolated between concrete strengths listed. 6. Allowable bads for Windt size at 1'h -inch embedment apply to both the Wedge-All and Tie -Wire anchors. Installation torque does not apply to the Tie-Wire anchor. 7. The minimum concrete 0fickness is VA times the embedment depth. • SIMPSON 'See page 7 for an explanation of the load table icons M tsc � TRAIN' Table W-2 — Point Loading Average Weight' A B C 0 E F 1196 1159 673 710 673 710 1209 1171 680 718 680 718 1238 1199 696 735 696 735 1242 1203 699 737 699 737 1265 1226 712 751 712 751 1269 1230 714 754 714 754 1527 1480 859 907 859 907 1632 1485 862 910 862 910 1596 1549 899 949 899 949 1602 1553 902 951 902 951 Note: 1. Point Loading is identified with corner A being the corner with the compressors. As you move clockwise around the unit as viewed from the top, mid -point B, corner C, corner 0, mid -point E and corner F. Table W3 — Component Weights Single Unit' Multiple Unit" Notes: 1. Horizontal and Downflow Units, all sizes. 2. Condenser coil is located at the end and side of the unit. 3. Clearances on multiple unit installations are distances between units. 40 Weights Table W -1 — Approximate Operating Weights — Lbs.= Basic Unit Weights' Unit YC YC TC TE Model Low Heat High Heat ••0330 3650 4012 3520 3553 "H330 3650 4077 3565 3598 "0360 3730 4092 3600 3633 ••H360 3730 4142 3600 3633 D420 3815 4177 3685 3718 • •H420 3815 4227 3685 3718 • ••0480 4765 4885 4540 4575 H480 4790 4915 4540 4575 "0600 49 s 4710 4745 •'H600 > 960 F 5085 4710 4745 Notes: 1. Basic unit weight includes minimum HP Supply Fan motor. 2. Optional high static and high efficiency motor weights are in addition to the standard motor weight included In the basic unit weight. MC5 ok6t+,AL4J U•I Weights of Optional Components • Unit Model .. D330 .. D360 .. H360 "D420 "H420 "D480 "H480 .. D600 "H600 Barometric Relief 110 145 110 145 110 145 110 145 110 145 Power Exhaust 165 200 165 200 165 200 165 200 165 200 Hi- Static/ HI -Eft Supply Fan Motors (2) 120 120 120 120 120 120 125 125 125 125 0-25% Manual Damper 50 50 50 50 50 50 50 50 50 50 Econo 260 285 260 285 260 285 290 300 290 300 Inlet Guide Vanes 55 55 55 55 55 55 70 70 70 70 Variable Frequency Drives (VFD's) W/O Bypass With Bypass 85 85 85 85 115 115 115 115 115 115 115 115 115 115 150 150 150 150 150 150 Service Valves 11 11 11 11 11 11 18 18 18 18 Thru -the Base Electric 6 6 6 6 6 6 6 6 6 6 Non -Fused Disconnect Switch 30 30 30 30 30 30 30 30 30 30 Factory GFI with Disconnect Switch 85 85 85 85 85 85 85 85 85 85 Roof Curb Weights Lo Hi 310 330 310 330 310 330 310 330 310 330 310 330 365 365 365 365 Table W4 — Minimum Operating Clearances for Unit Installation Condenser Coil' End / Side 8 Feet /4 Feet 16 Feet / 8 Feet Eoono/Etdtaust End 6 Feet 12 Feet Service Side Access 4 Feet 8 Feet • F I COMP RS B A TOP VIEW OF UNIT RT- PRC007 -EN TRANS' Figure DD-3 — 40-50 Tons (TC, YC Low& High Heat) 71/8' 10 ' 1 311N1- s3>vtr 54 U6' —( 36 7513/16' RETURN OPENING F 7015/16• SUPPLY °PORNO SEE ROOFCURB DRAWING FOR DETAILS ON FELD DUCT MVP MID CONNECTIONS r NPS CONNECTOR (TM -BASE ELECTRICAL OPTION) 2 SRS'* 216 6116' TOP VIEW SHOWING DUCT OPENINGS IN BASE FOR DOWNFLOW CONFIGURATION 1 1/4' 1 t /e' TYr. 2 PLCS TYP. 3 PLCS 00 REAR VIEW SHOWING DUCT OPENINGS FOR HORIZONTAL UNIT I6 3/ 1 3/16' IS 3/8' 7/16' 18 3/6' I \_ 1 5/16' 1 7/8' Dimensional Data 2515• 60116 SSW (1 268' O PLACES 1?NPS CONNECTOR C (TM CTT SA9E e' 8' /16' 5 VS' NOTES: 1. ALL DIMENSIONS INCHES. 2. THRU - BASE ELECTRICAL LOCATIONS ARE PRESENT ONLY WHEN OPTION 90 5/9' IS D Ix 15/16 ORERED. ' A llt i p o, Illik tlillik � I \k � 4Y 1' > � �� 1• Nl" 6 13.1 GAS jt y 37 9/16' 4' ELECTRIC ACCESS 1 ax 3/P (STANDARD/ D/ 2/4' 1 T GAS INLET SIDE VIEW SHOWING FRESH NR AND POWER EXHAUST HOODS FOR DOWNFLOW CONFIGURATION Power Exhaust Hoods NOTE: The Two Horizontal Power Exhaust Hoods and the three Horizontal Fresh Air Hoods are located side by side. The Fresh Air Hoods (not shown) only extend 23 15/16' from the end of the unit. 90 1/16' II 1/2' LOW HEAT N swvN IN INSET 32 1/ 6' 37 3/4' AGE VIEW SHOWING POWER EXHAUST 140005 FOR HORIZONTAL CONFIGURATION 411 32 1/16' MI sc 6 b 7. Power Exhaust Hood 3' ELECTRIC ACCESS SLOT (STANDARD/ End of Unit nd of Unit RT- PR0007 -EN G f SUPPLY OPENING I RETURN OPENING A_ 70 1 — S5 7/I6 53 l /8• 36 1/16'— 1 4 3 —2 7 TRANS' Figure DD-3 — 40-50 Tons (TC, YC Low& High Heat) 71/8' 10 ' 1 311N1- s3>vtr 54 U6' —( 36 7513/16' RETURN OPENING F 7015/16• SUPPLY °PORNO SEE ROOFCURB DRAWING FOR DETAILS ON FELD DUCT MVP MID CONNECTIONS r NPS CONNECTOR (TM -BASE ELECTRICAL OPTION) 2 SRS'* 216 6116' TOP VIEW SHOWING DUCT OPENINGS IN BASE FOR DOWNFLOW CONFIGURATION 1 1/4' 1 t /e' TYr. 2 PLCS TYP. 3 PLCS 00 REAR VIEW SHOWING DUCT OPENINGS FOR HORIZONTAL UNIT I6 3/ 1 3/16' IS 3/8' 7/16' 18 3/6' I \_ 1 5/16' 1 7/8' Dimensional Data 2515• 60116 SSW (1 268' O PLACES 1?NPS CONNECTOR C (TM CTT SA9E e' 8' /16' 5 VS' NOTES: 1. ALL DIMENSIONS INCHES. 2. THRU - BASE ELECTRICAL LOCATIONS ARE PRESENT ONLY WHEN OPTION 90 5/9' IS D Ix 15/16 ORERED. ' A llt i p o, Illik tlillik � I \k � 4Y 1' > � �� 1• Nl" 6 13.1 GAS jt y 37 9/16' 4' ELECTRIC ACCESS 1 ax 3/P (STANDARD/ D/ 2/4' 1 T GAS INLET SIDE VIEW SHOWING FRESH NR AND POWER EXHAUST HOODS FOR DOWNFLOW CONFIGURATION Power Exhaust Hoods NOTE: The Two Horizontal Power Exhaust Hoods and the three Horizontal Fresh Air Hoods are located side by side. The Fresh Air Hoods (not shown) only extend 23 15/16' from the end of the unit. 90 1/16' II 1/2' LOW HEAT N swvN IN INSET 32 1/ 6' 37 3/4' AGE VIEW SHOWING POWER EXHAUST 140005 FOR HORIZONTAL CONFIGURATION 411 32 1/16' MI sc 6 b 7. Power Exhaust Hood 3' ELECTRIC ACCESS SLOT (STANDARD/ End of Unit nd of Unit RT- PR0007 -EN G L EBERT MODELNO NO. FANS A B C . E L COIL NTERNAL VOL. GAL (U NET WBGHT LBS.(KG) IN. MM. IN. MM. IN. MM. • IN. MM. IN. MM. .620 6 122 3093 - - 124 31$ 59 149 131 1/2 3310 270 (102.2) 1940 (880) -650 6 122 3093 - - 124 3150 59 149 131 1/2 3310 330 (124.9) 2000 (907.2) -700 8 122 309 124 31$ 59 149 13112 3310 40.0 (151.4) 2060 (934.4) -790 8 82 20M 80 2032 164 41E6 70 1778 171 1/2 4356 35.0 (132.5) 2550 (1157) -880 -- 82 2083 �� 2032 164 4163 70 1778 171 1/2 4$56 ' 440 (166.5) 2730(1238.3) -940 82 2083 2Q32 164 41E6 70 1778 171 1/2 4506 52.0(196.8) 2910(1320) 1 314•` 1° (46.6mm (108mm (25.4mm) (44.5mm 13/4• 1 \ • 41/4' (106mm) DPN000701 1' (25.4mm) TYPICAL FOOTPRINT Condenser Physical Data CABINET & ANCHOR DIMENSIONAL DATA DIRECT DRIVE 6 & 8 FAN HEAT REJECTION NOTE: REFER TO SHEET SL -10067 PG 4 FOR — CONNECTION SIZES. -z- = — HEIGHT TO / `\y ---a. 1 s TOP OF FAN GUARD / = ...i..- 43 1/8" (1095mm) / 86 3/4" (2203.5rrm 1/2" (12.7mm) DIAMETER ANCHOR BOLTS (TYP.) ADDITIONAL LEGS PR* DED ON CONDENSERS WITH LEE -TEMP RECEIVERS THR -TOTAL HEAT REJECTION, 10F TD, FOR TOTAL CONDENSER THR -TOTAL HEAT REJECTION, 10C TD. FOR TOTAL CONDENSER (50HZ) Drycooler Physical Data LIEBER MODELNO -616 -830 . FANS ® - 124 8 1 23 80 2032 164 2 2083 80 2032 164 C MM. E IN. MM. L IN. 70 70 1778 1778 1 1/2 1711/2 MM. 334) 43$ NET WBGHT LBS.(KG) 1380(627) Y I 59 RECOMMENDED RIGGING AND SPREADER BARS REQUIRED FOR INSTALLATION. RIGGINGAND BARS NOT SUPPLIED BY LIEBERT. B q 4 LEGS FURNISHED FOR 6 FAN MODELS 6 LEGS FURNISHED FOR 86'3/4" 8 FAN MODELS (22Q3.5rrm) UNIT ANCHOR PLAN LOCATION CF HOLES AND SUPPORT FOR RIGGING (TYP. 4) 1 -1/2" ( 38mm ) DIAMETER RECOMMENDED ON ALL PROPER OPERATION AND COMPONENT ACCESS. i REV 02104 REV 0 /alkali ANY 0.1. 4111011ft MO*. 411111 ••••■••■•■■••..alestl. v■•••• 40.•.■YO M... a. ••••■■•■ 74 Inr2, • •,, lawamtmvaptvr'. C6x10.5 1 NEW ,E3 FAN DRY COOLER (2910 lb) UNIT LOCATION VERIFY BY G.C. T$ 4x4x1/4 BRACE, TYP E) 5' CONC. PAD TS 4x4x1/4 POST, TYP PARTIAL ROOF FRAMING FLAN SCALE: I/8" License Information License ACCOESI971DU Licensee Name ACCO ENGINEERED SYSTEMS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601003669 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 6265 SAN FERNANDO RD Address 2 City GLENDALE County OUT OF STATE State CA Zip 91201 Phone 8182446571 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 PLUMBING Effective Date 3/31/2003 Expiration Date 10/13/2007 Suspend Date Separation Date Parent Company Previous License AIRCOCI 131 KQ Next License Associated License Business Owner Information Name Role Effective Date Expiration Date AVESANO, JOHN P PRESIDENT 03/31/2003 KESSLER, ROBERTA R SECRETARY 03/31/2003 BROWN, ROBERT A TREASURER 03/31/2003 VLICK, ROBERT P VICE PRESIDENT 03/31/2003 KRASSENSKY, RONALD VICE PRESIDENT 01/22/2004 HAMMOND, ROBERT T VICE PRESIDENT 01/22/2004 Washington State Department of Labor and Industries 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ACCOESI971DU 04/25/2007 DRAWING IIDEX SHEET NO. . SHEET TITLE REV DATE MO.0 HVAC COVERSHEET a 1 03/29/07 MO.1 SCHEDULES, VICINITY MAP 1 03/29/07 M1.1 3RD FLOOR HVAC PIPING PLAN. DIAGRAM AND DETAIL 1 03/29/07 M2.1 HVAC ROOF PLAN I 03/29/07 r • 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854 -8444 THE DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IBS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OFEFFECTINGA SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS. SABEY B3 DATA CENTER CAC -7 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA. 98168 TG Deskjned By RB Drawn By 676848 .bb Number NONE Scale 676848_MO_O SABEY B3 DATA CENTER CAC -7 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA. 98168 engineered systems 835 N. CENTRAL AVE., #132 KENT, WA 98032 Office (253) 854 -8444 Fax (253) 854 -8444 ( N ) ( N ) ( N ) ( N ) Q -1111. - iiii. -9- DUCT SYMBOL LEGEND SYMBOL 0 e (E) (E) (E) (E) SQUARE ROUND SQUARE [1:212 J 2 DUAL O 0 1939 © nDA NEW(N) & EXIS11NG(O ROCTANGULPR SUPPLY AR DUCT RISER IONA) & U0s19112(E) RECTANGULAR RETURN MR DUCT RISER NEW(t4) & EXISTING(E) RECTANGULAR CONUST AMR DUCT RISER NEW(N) & UOSTNG(E) ROUND AR DUCT RISER NEW SINGLE & DOUSE UNE RECTANGULAR OR ROUO DUCT EOST1NG SRIiGUE & DOUBLE LRNE RECTANGULAR OR ROUND DUCT / / //: COSTING DUCTWORK TO SE OEMOUStED SOME a DOUBLE UE OUCIWOR K WITH 1RANSTITONAL FITTING SQUARE TD ROUO TRANSITIONAL FITTING SQUAW TO OVAL TRANSITIONAL FITTING 90r WOLFS MOW 0 90' SQUARE ELBOW WITH UMW WES © ROUND DUCT WRONG DONNA RECT. DUCT TUIIANG DOWNO2 AR MOB (DOOR. SWIFT. ETC) BY 011182S. BACK DRAFT DAMPER CEIR G OR DUCT AOCOIS PANEL OR DOOR CORER UNE -- DETAIL RUINER MUIR CALL OUT SYMBOL SNEER MUINER 00111.1151 AR OW (MEW t DISTNG - 242d4 PAWL) BO4*. T LR (MEW E OOSTNG - SIATF MIA) OECT. CORN. LOCATION TO (OUP. (APPROX) OT E11.0 CORM EQUIPMENT TAG LABEL FMbE OPEER (SAME UPC RI COME LIE) PRE/'SVCICE DIAPER (SINGLE LAE TRIO DOME UM) F3fiE DgMPER M ELL 4 I I UNEAR DIFFUSER (SUPPLY OR a FRE/SMC E DIAPER LABEL FIDfAEE DUCT DESCRIPTION DUCT SYMBOL LEGEND SYMBOL _J EI-- L -- IS- 0 0 X Tr.-a 12+12 -+W 230 OW 230 CFR DESCRIPTION MANUAL VOLUME DAMPER NECK CORM To PROVIDE EQUPUDRl * I STAIIAIION OULO.) MOTORIZED DOPER (ELECTRIC) MOTORIZED (NAM (PNEUWO1C) PONT OF CONIECTDN RETURN! AR OWE (NEW & E ICETNG - 24x24 PANEL) RETURN AR REGISIER (NEW & DOSING - SURF. M.) RETURN AR GRILLE - 24x12 (KW & OM= - T -BAR COLC.) REVISION CLOUD R ONS ON DELTA ROUND CEILING DIFFUSER (NM & DOSING) SBCIICIII UMBER SECTION CALL OUT SYMBOL SKEET NUMBER SUPPLY AR CRUX (MEW & O0s1 - 24,24 PANG) SUPPLY AR REGISTER (NEW & DOSING - SURF. YID.) 91011E DETECTOR (1A Two SMOKE SIDE HALL ROASTER GRILLE TRILL SNRTpR ThERRMMOSOCT URN ZONE MAWR REHEAT VW SOX wii SQUARE ID MO 20 CURET COOLING ONLY INK SCA INN RECTMMIGUNR DIED SIR FLEMM, REKER w SOW TIM R ECGr OAAR LIED SM. PLDNAI DIFFUSER NECK SITE - AMR PATON - AR IR MANE PPNG SYMBOL LEGEND SYMBOL i tl E —D4 i =! o- MAN WER AR GNUS (LEO i EXISrANG - OAF ria.) COXING ONLY VW DOC TIRTH SQUARE W ROUND CURET II HVAC LEGEND DESCRIPTION AIITOMAAC AR VET BALL VALVE B UTTERFLY WLVE S URD RANGE CHECK VALVE MINT SETTER DRAIN (ROOF. FLOOR) END CAP FLAW STITCH GATE VALVE RD08LE CON VECDON RAW CONTROL. P E7E'S RUG PIPE GE** Rx,E (bCSOIS) PREMIUM GOUGE GE IODT COOL REDUCER TRITER SYSTEM TYPE ME RISER au our TAR IM RISER NUMBER SOMMER WOE SMARM W/OPJRN WALIIE NO LOSE AMER mPERMCRARE 9D6O1t WELL TRIPLE DUTY WIVE MGR WIT VCI AUC CDUPURC ( INTER RAW OMB= ABBREVIATIONS ABBRV. ABV. A/C A.D. ADJ. A.F.F. AP. APPROX. 0 BD. B.D.D. B.F. BF.V. B.O.D. B.O.P. B.V. BTM. CLG CFM CH_V_ C c CMU CONC. CONT'R. CIVR CWS COND. DMP'R. DER. D/L DN. DWG (E) EA EA EAG EAR EL. ELB ELECT. ELEV. EQUIP. ow EXT. (F) F.C. FD FLEX FLR FSD FT. DESCRIPTION ABOVE AIR CONDITIONING ACCESS DOOR ADJACENT ABOVE FINISHED FLOOR ACCESS PANEL APPROXIMATE AND AT BOARD BACKDRAFT DAMPER BOTTOM FLAT BUTTERFLY VALVE BOTTOM OF DUCT BOTTOM OF PIPE BALL VALVE BUILDING BOTTOM CEILING CUBIC FEET PER MINUTE CHECK VALVE CHILLED WATER RETURN CHILLED WATER SUPPLY CONCRETE MASONRY UNIT CONCRETE CONTRACTOR CONDENSER WATER RETURN CONDENSER WATER SUPPLY CONDENSATE DAMPER DETAIL DOOR LOUVER DOWN DRAWING DOSING EACH DI MR EXHAUST MR GRILLE OOIALUST AR REGISTER ELEVATION ELBOW ELECTRICAL ELEVATOR EQUIPMENT EXHAUST EXPANSION DITERIOR FUTURE FLEXIBLE CONNECTION RITE DAMPER FWASH FUMBLE FLOOR ARE SMOKE DAMPER FOOT (FEET) I ABBRV. GA. GALV. G.I. G.V. GEN. GPH GPM GYP HGT. HI. H.OA HR. HWR HWS I.D. IN. / INSUL INT. (1) LBS. L.D. MA. MACK MAN. MAX. M.D. MECH. MFR. MIN. MISC. MTD MTL UM. M.UA M.V.D. (N) N/A NC N.I.C. NO NO. N.R. NTS O.C. OA. OPER. OPP- OPN'G. OSA. P.O.C. PLUMB'G. PS.L DESCRIPTION i GAUGE GALVANIZED GALVANIZED IRON GATE VALVE GENERIC. GALLONS PER HOUR GALLONS PER MINUTE GYPSUM HEIGHT HIGH HAND– OFF –AUTO HOUR HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INCH INSULATION INTERIOR UNED LONG POUNDS UNEAR DIFFUSER MIXED AIR MACHINE MANUAL MAXIMUM MOTORIZED DAMPER MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MOTOR MAKE UP AIR MANUAL VOLUME DAMPER NEW NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NUMBER NOT RATED NOT TO SCALE ON CENTER OUTSIDE DIMENSION OPERATING OPPOSITE OPENING OUTSIDE MR POINT OF CONNECTION PLUMBING POUNDS PER SQUARE INCH ABBRV. DESCRIPTION (R) RA RAG RAR RND. READ REV. RF. RM. SA SAG SAR S.D. SHE. S.I. S.M. SQ. S.S. STD. STRUCT. SUSP SW SWG SWR TAG TF Y.O.D. T.O.P. TRANS. T'STAT TYP. UBC U.C. U.G. UMC U.N.O. U.T.R. V. VAV VLV. VSD VOL. WUS WT. RELOCATE RADIUS RETURN AIR RETURN AIR GRILLE RETURN AIR REGISTER ROUND REQUIRED REVISION ROOF ROOM SUPPLY AIR SUPPLY AIR GRILLE SUPPLY AIR REGISTER SMOKE DETECTOR SHEET SOUND INSULATION SHEET METAL SQUARE STAINLESS SILEL STANDARD STRUCTURAL SUSPENDED SWITCH SIDE WALL GRILLE SIDE WALL REGISTER TRANSFER AIR GRILLE TOP FLAT TOP OF DUCT TOP OF PIPE TRANSFER THERMOSTAT TYPICAL UNIFORM BUILDING CODE UNDER CUT UNDER GROUND UNIFORM MECHANICAL CODE UNLESS NOTED OTHERWISE UP THROUGH ROOF VENT VARIABLE AIR VOLUME VALVE VAMAB.E SPEED DRVE VOLUME WIRE MESH SCREEN WEIGHT FAE Pena No, Ran review I Subject to � and el consbuction documents does not a the cf any accepted code at j or ordinance. Rex* (I Copy and Is ad:noo cl City of Tukwila BUILDING DIVISION --- - REZ ONED FOR E CODE COMPLIANCE 23 2441 el3nges shall be made. to the scope without r :::r approYa. of 7u:rafts SOC. will _ r �� Teviene fees. may include T=RMIT REQUIRED F R. 0 Med+sr =.. liritosts iGlis P.; O=y of TL 8{;ULDIN3 C FIECEMID C1 YOFTI TCDiic)• • , FLUID COOLER SCHEDULE (DRY) PUMP SCHEDULE SYMBOL SERVING MAN MODEL U No R & GPM RPM RPM BHP VOL TAGE 5 a x WEIGHT On) WEIGHT (Ibs) REMARKS ROOF CRAG -7 T MODEL C11509 SERIES • 120 50 1750 .75 3 460/ 102 I FC -1 I J CP —I J FLUID COOLER SCHEDULE (DRY) SYMBOL LOCATION MANUFACTURER & MODEL No. CFM HP RPM PIPE CONN. SIZES. FLA VOLTAGE WEIGHT On) REMARKS ROOF UEBERT DNC -940A 43400 3/4 1075 2 13.6 460V /3PH /60HZ 745 SEE COMPUTER ROOM AC UNIT SCHEDULE FOR MORE INFO I FC -1 I • MANUFACTUER & MODEL No. UEBERT MODEL 1VE363G —AGEI 14.250 TOTAL MBH SENSIBLE MBH COOUNG HW REHEAT HUMIDIFIER SECTION FILTER SEC. VOLTAGE 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854 -8444 THE DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURPOSE OF EFFECTING A SALE OR TRANSFER OF THE DELINEATED MECHANICAL AND OR CONTROLS SYSTEMS SABEY B3 DATA CENTER CAC -7 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA. 98168 Designed By Checked By RB SS Dram By Pilled Manager 676848 .lob Nub NONE Stab 676848_MO_O File Horne 2 0f 4 swiss NOTE : DISCONNECT AND STARTER BY E.C. NOTE : DISCONNECT AND STARTER BY E.C. :•-14 ;, _ :•; _ .y w COMPUTER ROOM A/C UNIT (CONDENSER) SCHEDULE • • • NIGHTY MAP Sip s 103&11 Sutwpt i c" :11 k1C44::: ""thee S. H 11>w• S _' S 1t3Ma lt �t�11 I'� �� I u s'to a� d t7f .. 4 d p a i PR • :12.131 � INIpKs �. y 420% I \ \\ ° ms s ■ < 9 $t2DA ?aM W A ti D $1Jt t=ies roSti st2sns t a r, s ttx+st * .^ . y s S z sth s tXt� St S Ina St s A t "'e ` s SIM�st Stttnst \ , ..4 W s • - tott i$ a S13200 PI e S 1330 + • 3. 5 Y n. 08.14: P"-4411 , di a Stltt di n 37$ Se • . �+ v �Oer�es v = S . of ). < , 4 St 4. t a � : w s 35U St S a u u 5i laC�S1 s tint Se ASSESSOR'S PARCEL NUMBER: 092304912006 M wov i RECENED 4 TYcw1.Lc AIA PE :31 0 • r a • !i • 'Ii : 1 /20NPW 3 /4000ND. 1/20 DN TO *I I • • ET -1 3 /4OCOND. 1 /20NPW 3/40N 3 /4COND. • 1 I. : SCALE: 3/r =1'-O' 30CWS /CWR I CRAC -61 n n i I CRAC -71 : 1. . . ii •1. Aga 1 /20NPW t . — 3 /4000ND. 1 I . 1 6OCWS /CWR TO MAKE -UP WATER STATION 60CWS -- (FUTURE) ' i ' . + : 3OCWS /CWR FUTURE) 3RD FLOOR HVAC PLAN !1i A. • –No CONDENSATE ` EXISTING NON – POTABLE WATER SOURCE • CP –I DAM=I®I ®[ ]U% >r r, r� I CONTROL PANEL i0CWS /CWR IUP TO ROOF r L • I i i f . � • L T _— __-___ 5 .. lc I k 1 • 3 /4000ND. .. 1 /2ONPW EXPANSION TANK 3RD FLOOR I CRAC -6I Saukc HMS- 6OCWS /CWR HEADER SEE NOTE 5 ICP -1I SUCTION DIFFUSER PRESSURE GAUGE (SEE NOTE 1) DOUBLE BELLOWS NEOPRENE FLEX CONN. (SEE NOTE 4.) SUCTION ( NOTE 3DIFF)USER � FC-1I FLUID COOLER IcP -1I DISTRIBUTION PUMP ADJUSTABLE SUCTION DIFFUSER SUPPORT NEOPRENE WAFFLE PAD 4OCWS /CWR r , UP TO ROOF SECTION SCALE: 3/8'= 1 -0' ET -1 60CWS FUTURE) 1 /20NPW 4OCWS /CWR 6" FUTURE I PRV 0 -60 PSIG SET D 50 PSIG T A O N 1 I I 1 - 1 4 5 1 . 7 1 : 1 6 , SET 0 20 PSIG BUTTERFLY VALVE (SEE NOTE 4.) VERTICAL CK W SPR'.NG (SEE NOTTE --- SEE NOTE 6 CEILING I ? - 3 /4000ND. 3 /40NPW 3 /4000ND. FROM 3/4" NPW—D CHILLED WATER COOLING PIPING DIAGRAM Scole: NTS TO CAC -7 I ICRAC - 61 AC UNIT 3' REVIEWED FOR CODE COMPLIANCE A PPRO VED PR 23 raw CURRENT SWITCH. AED BY C.C. INSTALLED BY E.C. SEE INSTR. SCHEDULE. DETAL - TYPICAL END SUCTION PUMP PPNG 1�IE� 1. WAD FILLED PRESSURE GAUGE- USE SINGLE GAUGE WITH UL*.1WL.E TAPS TO C.BANATE ERROR BETWEEN READAI►JGS FROM PAULTIPLE GAUGES. CONNECT TO TAPS CN PIMP FLANGES FOR OP MEASUREMENT CROSS PUMP. CO iNECT TO TAP UP STREAM OF SUCTION DIFFUSER FOR OP IIIEASURDIENT ACROSS DIFFUSER. 2 PUMPS & PAW IA/ST 8E S(cu* LY FASTO O TO DIE STRUCTURE. 3. USE SUCTION DIFFUSER TIM STRAINER_ MATCH LANE SIZE TO SUCTION DIFFUSER 4. CHECK VALVES. BUTTERFLY VALVES. AND Fix CON VECTORS TO BE FULL LINE SIZE. 5. WELD OR FLANGE ALL CONNECTIONS ON PUMP SIDE OF BUTTERFLY VALVES. 6_ USE 3/4' IPS. 1/2' TYPE L COPPER PIPING FOR PRESSURE GAUGE ANO OPS PING (FOR RIGIDITY). RECEIVED aIvoFnecwtA • !Owed SOMMS 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHINGTON 98032 (253) 854-8444 THE DESIGN IS EXCLUSIVELY OWNED BY ACCO ENGINEERED SYSTEMS, AND IS NOT INTENDED FOR PUBLICATION. EXHIBITION HEREOF IS SOLELY FOR THE PURL SE OF EFFECTING A SALE OR TRANSFER OF THEDELINEATED MECHANICAL AND OR CONTROLS SYSTEMS mum s /25/O I No. - Date Revisions Project T SABEY B3 DATA CENTER CAC -7 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA. 98168 TG RB Dram Icy 676848 Job Number 3RD FLOOR HVAC PIPING PLAN, DIAGRAM AND DETAL AS_SHOWN scare 676848_M0_0 PERMIT ISSUE Description TG Checked By SS Pitied Manager M1.1 File Name 3 of 4 I 1 • • • • 1, • • , .1 • 1 . • _ .. ..._.•_.. .. . .w ., • • I • M ; . 1 / ;_.. _._x.1... } . •._ .. ... • 1 . • . ; 1 ' • • I•� I I e. 1 II • . • • • L.. _ r. 1 • • r - _ c'r� n, . . 7. 4 I - __ ...� • • , i I — •._ • •I, • r -- __.o, • _...,�.. --Ii , • '4 . % ' • • I .., .. • It • • 1 I • • • • 1. : 1 'r• . � • • • t :3• • •• • r1 ; • • • I• : , I i 1 I. 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