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HomeMy WebLinkAboutPermit M06-159 - SABEY DATA CENTERSABEY DATA CENTER 12201 TUKWILA INTERNATIONAL BL M06 -159 Parcel No.: Address: Suite No: Tenant: Name: Address: doc: IMC- Permit City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us 0923049120 12201 TUKWILA INTERNATIONAL BL TUKW Contact Person: Name: SCOTT SINCLAIR Address: 835 N CENTRAL AV, STE 132, KENT WA Contractor: Name: ACCO ENGINEERED SYSTEMSINC Address: 6265 SAN FERNANDO RD, GLENDALE CA Contractor License No: ACCOESI971 DU Value of Mechanical: $45,000.00 Type of Fire Protection: Fumace: <100K BTU 0 >100K BTU 0 Floor Fumace 0 Suspended/Wall /Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 1 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial /Industrial 0 MECHANICAL PERMIT SABEY DATA CENTER 12201 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: Name: INTERNATIONAL GATEWAY WEST LLC Phone: Address' 12201 TUKWILA INTERNATIONAL BLVD 4THFL, SEATTLE WA EQUIPMENT TYPE AND QUANTITY "continued on next page** Permit Number: Issue Date: Permit Expires On: Phone: 253 854 -8444 Phone: Expiration Date: 10/13/2007 DESCRIPTION OF WORK: 10 -TON COMPUTER ROOM AIR CONDITIONING UNIT W/ ROOF MOUNT FLUID COOLER. Steven M. Mullet, Mayor Steve Lancaster, Director MO6 -159 09/05/2006 03/04/2007 Fees Collected: $672.95 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU 30-50 HP/1,750,000 BTU 50+ HP/1,750,000 BTU 0 Fire Damper 2 Diffuser 0 Thermostat 0 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M06 -159 Printed: 09-05 -2006 Print Name: doe: IMC- Permit City w Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 - 3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Permit Center Authorized Signature: j' j .Gf r P W.0 Date: r 9 054 , I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: nrn �_. Date: 9 0 kz>A Lu c4, =lz Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M06 -159 Issue Date: 09105/2006 Permit Expires On: 03/04/2007 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. M06 -159 Printed: 09 -05 -2006 CITY OF TU'.V\7!' A DEPT. OF CO?:,MUNIT' G V L^ ?PL_NT 6300 ' VD. TUKWILA, WA 98188 Parcel No.: 0923049120 Permit Number: M06 -159 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 07/26/2006 Tenant: SABEY DATA CENTER Issue Date: 09/05/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT 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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 10: ** *FIRE DEPARTMENT CONDITIONS*** PERMIT CENTER 5: 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. 6: Manufacturers Installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 9: 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. 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concems: 12: 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) 13: 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 retum -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) 14: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 15: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) doc: Conditions M06 -159 Printed: 09-05 -2006 CITY OF TU: TP' A OWE OF COMV.U; 6300 SOUTH: :.:N 1, a �• TUKWILA, WA Lu i.,3 PERMIT CENTER 16: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 17: An electrical permit from the Washington State Department of Labor and Industries is required for this project. 18: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** M06 -159 Printed: 09-05-2006 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: Print Name: PAS 0/1 L43/ 1e1Q doc: Conditions CITY r' TIr„_•niA 6300 SOUTH i , .. J. TUKWILA, WA 5: I tid PERMIT CENTER Date: p Oc OC M06 -159 Printed: 09-05-2006 CITY OF TUKWIL" Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httml/www.cttukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 12201 TUtcWI(.IL INT i3(.V12 Tenant Name: SAC3EY n . CEIs1 Property Owners Name: Jo(-HN j npn Mailing Address: SEE ASovr =) Name: Seery S iNCLAl2 Mailing Address: 83S N . aktteAt. AV E Su rTE 132 E -Mail Address: SSINCL,/ C° 1. CCOF.S.COm Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: Company Name: ACCO F4.1-.., I I ay. t-oPf> SYSTEM S Mailing Address: 855 N , CGnrrrzAL, w1E . Su 1TE 13Z Contact Person: Yt tvi, QI 4.0n (JT1 E -Mail Address: T is,,tn -rTF ACCocTS% w2 Q ?Applications \Forms-Applications On Line1 -2006 - Permit Application doc Revised: 4 -2006 bh `r Building Permit No. yy Mechanical Permit No. N ` — 161 Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.:O921049 12Q7(o Suite Number: Floor: 3 New Tenant: ❑ Yes NI ..No City State CONTACT PERSON Day Telephone: KEl.rr WA 1803z City Fax Number: 263 8 54 - 8 Z ZO State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) State Zip Company Name: N / A. Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip Company Name: WA Mailing Address: City Day Telephone: Fax Number: Zip K.r, Wb 9803Z Cit State Zip Day Telephone: 253-854 8444 Fax Number: 2 S 3 -854 -8 Z Zo ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Page 1 of6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM ' 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 Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment P mP .i5FLu i0Co Jte V MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: /ACCO E►4gtktcF.2l 5YSTEMS Mailing Address: 835 N . re.s..TCR.AI -. Avw 5U T6 132 Contact Person: SCOTT :5 (ma E -Mail Address: SSIo rt 402 e b! <n>r4 . COiM Contractor Registration Number: ACC DIES 1 ti loci KF.t rT WA. 9R032 City State Zip Day Telephone: 253 -854 -8444 Fax Number: 2 5 M -854 -8220 Expiration Date: 10 -0 - 06 Valuation of Project (contractor's bid price): $ 46 00 Scope of Work (please provide detailed information): t 0 Tot.1 Corn 2( r �CL7 t d I fZ Gol.)tolr 1OIJ1IJCI► .) UKliT wl 2nntF », 0 tS; FUJ1t Ccoi .IEP Use: Residential: New ....0 Replacement....❑ Commercial: New .... ® Replacement .... ❑ Fuel Type: Electric ® Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications \FonnsApplications On LineV -3006 - Permit Application.doc Revised: 4 -3006 bh Page 4 of 6 � a 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. Buildine 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 AGENT: Signature: era 4. 4 i Day Telephone: 26,3 -' 854-8444 Mailing Address: 836 A!, ray 17PAI. Avi- • Su ire 13Z Kmt sr City Print Name: (FAY i3r i Lniare Date Application Expires: II d I Date Application Accepted: Q: Applicainns\Ponns- Applications On Line\ -2006 - Pnmit Applicationdoc Revised: 0 -2006 bh Date: 7- Z / - !.Y lx�{� State Staff Initials: 9Rosz Zip Page 6 of 6 ACCOUNT ITEM LIST: Description Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0923049120 Permit Number: M06 -159 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 07/26/2006 Applicant: SABEY DATA CENTER Issue Date: Receipt No.: R06 -01335 Payment Amount: 672.95 Initials: JEM Payment Date: 08124/2006 10:52 AM User ID: 1165 Balance: 50.00 Payee: ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Description Amount Payment Check 6202 672.95 MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Account Code 000/322.100 544.36 000/345.830 128.59 Total: 672.95 9008 08/24 9716 TOTAL 672.95 doc: Receipt Printed: 08- 24-2006 COMMENTS: Type of Inspection: T, n/4 1 ,2'ng -; J - 4,f Address: /2- 20/ TS 6 F4 foirrAn' 8 t4 ✓nS — 4 , � J a /, y,,--9 /56 m / 2e-s-/ — ,t/,4 Date Want_ / `/ ! C.- a.m. psi. Requester: Phone No a0 C - 4 /27 - 9 27 3 Project: s4 b� y al -1.�+(fi g Type of Inspection: T, n/4 1 U Address: /2- 20/ TS 6 Date Called: Special Instructions: Date Want_ / `/ ! C.- a.m. psi. Requester: Phone No a0 C - 4 /27 - 9 27 3 INSPECTION RECORD Retain a copy with permit INSPEC11DN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 M Approved per applicable codes. nsp or: El Corrections required prior to approval. Da .00 REINSPECTIO FEE REQUIRED. or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 00. Call to sechedule reinspection. 'Receipt No.: 'Date: FI12 con PPrr !t No. y Structural Calculations for Sabey Corporation 12201 Tukwila International Blvd Seattle, WA 98168 REVIEWED FOR CODE COMPLIANCE 'Arni ry /cr) AUG 3 1 2006 Of Tukwila -- f3Intir l' r )Tt /TSIOnl I woo 124 %zree Prepared for ACCO Engineered Systems By D.S. Engineering (Job: 6905) 3121 147`" Place SE RECEIVED Mill Creek, WA. 98012 CITY OF TUKWIA T: 425 -338 -4776 F: 425 -337 -7140 AUG 2 4 2006 PERMIT CENTER Ntc1ri1 EXIST W8x10 (SEE PLAN) [ nPmEs: 12/09/2006 1 (5) LEGS e 4 FAN UNIT NEW 4 FAN UNIT (MAX. WT.: 145 LB) 1n r - r - , 0' -4' (s) 4' -0' SECTION SCALE: 1'= P -0' NOTES: 1. CHANNEL TO BE ASTM 436, Fy = 36 K5I 2. WELD TO BE 3/16' (2' LONG) MINIMUM BY CERTIFIED WELDERS USING EIOXX ELECTRODES. PER LATEST EDTION OF AUG DIA 3. BOLTS SHALL BE BEARING -TYPE CONNECTIONS USING A325 BOLTS WITH THREADS INCLUDED IN THE SHEAR PLANE. MalEat 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA 98168 (2) - HEX HEAD SELF DRILLING SCREWS AT EA. LEG (10 TOTAL) (OPTION: USE (10)-%'4) THRU BOLTS) NEW C3x4.1(MIN) BETWEEN W8'S W/ 3/16' FILLET WELD (MIN 2' LONG) TO EXISTING W8x10 BEAM (TYP) EXIST W8x10 a 48' OC (SEE PLAN) DS Engineering 3121 141T1-1 PLACE S.E. MILL CREEK, WA 98012 T: 425338A116 F: 4253311140 lon 12/0 35' -0' PARTIAL ROOF FRAMING PLAN SCALE: I /B'• I'•0' PROJECT: 12201 TUKIUILA INTERNATIONAL BLVD. SEATTLE, WA SS165 ENS, g neineering 3121 141T1 -I PLACE 5.E. MILL CREEK, WA 98012 T: 425338.4116 F: 425.331.1140 L 061 zzxvIm zzxvIm ZZxv1m 1 r Ztxvlm zzxvIm W24x16 N S' v •3 Z 24x' Ocxlzm W12x14 (PL ATFORh 114 FAN UNIT x m U l u (PLATFORM) � - I P. j' "2 STD PIPE (BTWN 24K6 4 W8x10) l W8x10 (PLATFORM) LliZx9IM 0- x . � W8x10(PLATFORM) 1 FORM)` NEI ' E 1 (PLATFORM) 1 �� wAn r 411111,1 W8x10 (PLATFORM) / poi W5x10 (PLATFORM) v U8x10 (PLATFORM) 24K6 0 AT 5 O.G. j W24x55 L .9 - .81 1 • • 16K4 • • AT 5' • O.G. \X• a • W24x68 • • L 1 lon 12/0 35' -0' PARTIAL ROOF FRAMING PLAN SCALE: I /B'• I'•0' PROJECT: 12201 TUKIUILA INTERNATIONAL BLVD. SEATTLE, WA SS165 ENS, g neineering 3121 141T1 -I PLACE 5.E. MILL CREEK, WA 98012 T: 425338.4116 F: 425.331.1140 FIELD COPY Pe^r!t MO. s shall ';e Structur` al Calculations for Sabey Corporation 12201 Tukwila International Blvd Seattle, WA 98168 1 one 124 .coal, 1 REVIEWED CODE COMPLIANCE nnonucr) AU0 312006 Ci' Of Tukwila R'iILDIitir OThiSION , Prepared for ed Systems By D.S. Engineering (Job: 6905) 3121 147 Place SE CRY OF TUKWILA Mill Creek, WA. 98012 AUG 2 4 2006 T: 425 -338 -4776 F: 425 -337 -7140 PERMIT CENTER A4Otr EXIST W8x10 (SEE PLAN) I E IRES: 12/09/2006 G5) LEGS 474 FAN UNIT NEW 4 FAN UNIT (MAX. WT.: 145 LS) (s) 4' -0' M r SECTION SCALE: I'= 1' -0' NOTES: 1. CHANNEL TO BE ASTM 436, Fy 36 KSI 2. WELD 10 BE 3/16' (2' LONG) MINIMUM BY CERTIFIED WELDERS USING El0XX ELECTRODES. PER LATEST EDTION OF AWS DIA 3. BOLTS SHALL BE BEARING -TYPE CONNECTIONS USING .4325 BOLTS WITH THREADS INCLUDED IN THE SHEAR PLANE.. 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA 98168 (2) - 1 42 HEX HEAD SELF DRILLING SCREWS AT EA. LEG (10 TOTAL) (OPTION: USE (10) -%'4 THRU BOLTS) NEW C3x4.1(MIN) BETWEEN W8'S W/ 3/16' FILLET WELD (MIN 2' LONG) TO EXISTING W8x10 BEAM (TYP) EXIST W8x10 • 48' OC (SEE PLAN) DJ $L Engineering 3121 141 l-I PLACE S.E. MILL CREEK, WA 98012 t: 425338.4116 F: 425331 140 Nt al tunas: 12/09/2006 PARTIAL ROOF FRAMING PLAN SCALE: I/8' • 1' -0' PROJECT: 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE; WA 98165 PJ, e ngineering 3121 141TN PLACE S.E. MILL CREEK, WA 98012 T: 425.338.4116 F: 425.331.1140 -' N V 3 N V 3 N 7 3 N V 3 N • 3 W24x16 N • 3 1321.24x16 X 3 W12x14 N • 3 1 � .m .0 (PLATFORM) Z ^ E 4 i n v-.r v X in -i t W U U U w w 0_ 9 n co TTP. 3"f STD PIPE (BTWN 24166 4 W8x10) r 9V<OIM -. WSxIO (PLATFORM) .ATFORM) • .. .ATFORM) 7 LATFORM +, U A Al pir Asi W8x10 (PLATFORM) ems IIPMIIIIIIIIIIIIII t I 1.118x10 (PLATFORM) W8x10 (PLATFORM) W8x10 (PLATFORM) 24K6 AT 5 O.G. an W24x55 .9 -.81 - 16K4 AT 5' O.C. W24x68 tunas: 12/09/2006 PARTIAL ROOF FRAMING PLAN SCALE: I/8' • 1' -0' PROJECT: 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE; WA 98165 PJ, e ngineering 3121 141TN PLACE S.E. MILL CREEK, WA 98012 T: 425.338.4116 F: 425.331.1140 FILE COPY ...- Perm'* NO. F.- U , ..:: cnisslans. :scrim Structural .Calculations: for _ .. L. Sabey Corporation 12201 Tukwila International -Blvd Seattle, WA 98168 REVIEWED FOR CODE COMPLIANCE AUG 3 1 2006 4 f Ik04WII� I3UiLPT11C DIVISION I MAD 12-9- 'aai=f, Prepared for ACCO Engineered Systems By D.S. Engineering (Job: 6905) 3121 147 Place SE Mill Creek, WA. 98012 RECEIVED T: 425 - 338-4776 F: 425 -337 -7140 CITY OF TUKWIA AUG 2 4 2006 PERMIT CENTER Mae T.$. :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 = 0.933 SDI = SMI * 2/3 = 0.488 Component Coefficients: ap = 1.5 Rp = 2.5 Ip = 1.0 Wind: 85 MPH, Exposure `B', I = 1.00, IC = 1.67 Roof: Dead Load: 35 psf. Plus 45 psf. Dead Load Added @ Platform By Original Engineer (See Misc. #2) Live Load: 25 psf. Project: Add 745 # 4 Fan Unit @ Platform • 3121 147 Place SE Mill Creek, WA 98012 Job #: 6905 _ '�64101)zit< -% Li& Let, » 1 - wsx L 4 *4 _lo r 4 knct-i2m1; id* Acitinkt coitieuT akckm- 4-131J Art T: 425.338.4776 F: 425.337.7140 mums: 12/09/2006 35' -0' PARTIAL ROOF FRAMING PLAN 0 SCALE: V8'• 1' -0' PROJECT: 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 D e ngineering 3121 141TH PLACE 5.E. MILL CREEK, WA 9E012 T: 425.338.4116 F: 425331.1140 t. .(23 .61 ZVPIM L ZZxvlm ZZxv ZZxvlm W24x16 N x .4 3 24x1 Z(e 05xlzm Wi2x14 1.118x 10 ° L ATFORM) W 4 FAN UNIT E m V W! 3 (PLATFORM) (01xE 3dlc l 7/, n n WSx10 (PLATFORM) 9Zx9IRl - - -- Q . 0_ I x — r T 0 WSxlO (PLATFORM) �FORMy NEI W Z Ii W£ (PLATFORM) f 1 A si re A waxlO(PL, (PLATFORM) 'P. 31/2 ''TUN 241 F . 1118x10 (PLATFORM) • USx10 (PLATFORM) 24K6 T AT 5 O.C. 3 • W24x55 L. .9 -.81 • • 16K4 AT 5' O.G. ‹C• k • • W24x68 •v\ mums: 12/09/2006 35' -0' PARTIAL ROOF FRAMING PLAN 0 SCALE: V8'• 1' -0' PROJECT: 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 D e ngineering 3121 141TH PLACE 5.E. MILL CREEK, WA 9E012 T: 425.338.4116 F: 425331.1140 EXIST W8x10 (SEE PLAN) Vann: 12/09/2006 1 (5) LEGS 9 4 FAN UNIT NEW 4 FAN UNIT (MAX. WT.: 145 LE) r -r- 0' -4' (0 4' -0' SECTION SCALE: I'= I' -0' NOTES: I. CHANNEL TO SE ASTM A36, Fy = 36 KSI 2. WELD TO BE 3/16' (2' LONG) MINIMUM BY CERTIFIED WELDERS USING E10XX ELECTRODES. PER LATEST EDTION OF AIDS 011 3. BOLTS SHALL BE BEARING -TYPE CONNECTIONS USING A325 BOLTS WITH THREADS INCLUDED IN THE SHEAR PLANE. EG?a 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA 98165 (2) - HEX HEAD SELF DRILLING SCREWS AT EA. LEG (10 TOTAL) (OPTION: USE (10) - THRU BOLTS) NEW C3x4.1(MIN) BETWEEN W8'S W/ 3/16' FILLET WELD (MIN 2' LONG) TO EXISTING W8x10 BEAM (TYP) EXIST W8x10 0 48' 00 (SEE PLAN) D.S. Engineering 312114111-4 PLACE S.E. MILL CREEK, WA 98012 T: 425338.4116 F: 4253311140 Lateral Analysis: 4 FAN UNIT : Building Category 'II' : Model: WT.= 745 # :Seismin Design Category 'D' Seismic Design: F, = ((0.4 a, Sod )x(1 + 2z/h)xW p } /(Rp/Ip) = 0.67 W = 504 Ib. F pwoc = 1.6 Spa IpWp = 1.49 W FpM,H = 0.3 Spa Ip Wp = 0.28 W From: ap = 1.5 Sod = 0.933 R,= 2.5 I,= 1.0 W,= 750.0 Ib. Mean Roof Height (h): 50.0 ft. Comp. Attachment Height (z): 50.0 ft. Ground Motion: S = F *S = 1.400 S = F„ *S, = 0.732 00 Sos = (2/3) *S = 0.933 SM, = (2/3) * SM, = 0.488 Mech Unit: W = 48.000 in. D = 120.000 in. (D >W) H = 25.000 in.Plus 16" Height Legs Weight = 750.00 Ib.( Unit Weight + Misc) F = 504 Ib. Check Overtuming : T1 = C1 = Fp* (H/2 +16) / D = T2 = C2 = Fp* (H/2 +16) / W = Res = (0.6- 0.2S /2) = (IBS'2003' EQ16 -12) ( 4fo) 64 ISVP)e 10* L .9A5 120 lb.--> No Uplift 299 Ib - - -> Uplift 155 Ib. Wind Desirm: Exposure 'B', 85 mph, 50ft (Max. Height) = 0.00256(KW (K (K (V2) (I, = 22.52 psf K, = 0.81 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6 -3 K = 1.67 : 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 Flaw = (Wind Load)x(D)x(H) = 469 Ib. Check Overturning : T1 = C1 = (Wind Load*W*H *(H/2 +16)/D = 45 Ib. —> No Uplift T2 = C2 = end Load *D *H *(H /2 +16)/W = 279 Ib. —> Uplift Res = 0.6x(Unit Weight /2) = 225 Ib. (IBS'2003' EQ16 -11: Basic Load Combination) Tar W .61 <1.0 o . � oktfr 1 Rev: 580006 Steel Beam Design Description under 4 fan unit leg Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 LGeneral Information Steel Section : C3X4.1 Center Span 4.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 4.00 ft Point Loads Dead Load Live Load Short Term Location L Summary Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Using: C3X4.1 section, Span = 4,00ft, Fy = 36.0ksi End Fixity - Pinned - Pinned, Lu = 4.00ft, LDF = 1.000 Actual Allowable Moment 0.108 k -ft 1.980 k -ft fb : Bending Stress 1.180 ksi 21.600 ksi fb / Fb 0.055: 1 Shear 0.058 k 7.344 k Tv : Shear Stress 0.114 ksi 14.400 ksi fv / Fv 0.008: 1 Force & Stress Summary Maximum 0.11 k -ft Max. M + Max.M- Max. M Left Max. MG Right Shear (6 Left 0.06 k Shear a Right 0.06 k Center Defl. -0.005 In Left Cant Dell 0.000 in Right Cant Defl 0.000 In ...Query Defl C 0.000 ft 0.06 0.06 « - These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only OS Center CD Center ® Cants ® Cants 0.11 -0.005 0.000 0.000 0.000 Reaction C Left 0.06 0.06 Reaction © Rt 0.06 0.06 Fa calc'd per Eq. E2-2, Mr > Cc I Beam, Major Axis, Fb per Ea. F1-8, Fb =12,000 Cb Af /8 * d) 0.000 0.000 0.000 0.000 -0.005 0.000 0.000 0.000 Fy Load Duration Factor Elastic Modulus Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 36.00ksi 1.00 29,000.0ksi 0.000 in 0.000 in 0.000 in 0.000 in Beam OK Static Load Case Govems Stress k -ft k -ft k -ft k -ft k k k k -0.005 in 9,047.0 : 1 9,047.0 : 1 19 Li tt VMP 2 leaKr- ,t2 nJOl s 2 r ev 580012 Description 12201 Tukwila International Blvd Seattle, WA 98168 ASCE 7 -02 Earthquake Load Calculations Occupancy Category ASCE 7 -02 Table 1 -1, 2003 /BC Table 1604.5 "II" : AU Buildings and other structures except those listed as Category I, HI, and 1 Occupancy Importance Factor = 1.00 ASCE 7 -02 9.1.4 Seismic Use Group = I ASCE 7 -02 Table 9.1.3 Ground Motion ASCE 7 -02 9.4.1.1, 2003IBC 1615.1 Latitude = 47.489deg North Longitude = 122.303 deg West Location : Seattle, King County, WA 98168 Max. Ground Motions, 5% Damping, from USGS 1996 maps : S s = 1.400 g, 0.2 sec response S 1 = 0.482 g, 1.0 sec response Site Classification ASCE 7 -02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "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 ASCE 7 -02 9.4.1.2.4, 2003 !BC 1615.1.2 Maximum Considered Eartguake Acceleration ASCE 7 -02 Equation 9.4.1.2.4 -1 & 2, 2003 IBC Equations 16-38 & 16 -39 S = Fa • Ss = 1.400 S =Fv•S1 = 0.732 Design Spectral Acceleration ASCE 7 -02 9.4.1.2.5, 2 -3 !BC 1615.1.3 Spg S ms* 2/3 = 0.934 Sap =SM1.2/3 = 0.488 Seismic Design Category = D ASCE 7 - 02 9.4.21, 2003 IBC 1616.3 (SDS is most severe ) Basic Seismic Force Resisting System ASCE 7 -02 Table 9.5.2.2, 2003 18C Table1617.6.2 NOTE! See ASCE 7 -02 for all applicable footnotes. Response Modification Coefficient " R " System Overstrength Factor " Wo " Deflection Amplification Factor " Cd " 0.00 0.00 0.00 Building height Limits : Category "A & B" Limit: Limit = Category "C" Limit: Limit = Category "D" Limit: Limit = Category "E" Limit: Limit = Category "F" Limit: Limit = DataBase: bldg -b -rev Building Code: OBC2 Floor Type: ROOF 09/07/99 15:26:44 v-VS pnrato ,. = Pri29 - &vSrr Screw Size SecC•n Goug No. 12 (d= 0.209 ") No. 10 (d =0.183 ") No. 8 (d= 0.161') No. 6 (d= 0.135 ") Shear Pullout Sheor Pullout Sheor Pullout Shear Pullout 5 0 8 6 t 74 50 ( rirr 276 120 387 151 548 190 69 44 1 73 81 258 105 363 132 513 166 65 163 242 341 N/A 39 71 93 116 N/A . 60 149 222 N/A N/A 32 60 78 N/A N/A Min. Edge Dist. And 0.C. `•acing 11/18" 9/16" 1/2" 1/2" . Notes: BUGLE HEAD - SELF DRILLING For drywall attachment to metol studs and joists. Also used for attaching cabinets Ihrough gypsum board and insulation board Metal thickness - 20. 18 16 and 14 gouge. BUGLE HEAD For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board Metal thickness - 25 and 20 gouge WAFER HEAD - SELF DRILUNG For metal to metal framing connections when drywall. plywood and other similar wall moleriols ore used on m. tol studs and joists. Metal thickness - 20, 18, 16 and 14 gouge. WAFER HEAD For metal to metal framing connections when drywoll, plywood and other similar wall materials are used on metal studs and joists. Metal thickness - 25 and 20 gouge. HEX HEAD - SELF DRILLING For attaching steel deck, backup plates, door frames, lathers channel to metal framing and structural connections. Metol thickness - 20. 18, 16 and 14 gouge. PAN HEAD - SELF DRILLING For attaching steel deck, backup plotes, door frames, lathers channel to metal Naming and structural connections Metal thickness - 18. 16 and 14 gouge. 1. Al values based on connected ports having a minimum yield sl ess. Fy =33 ksi and o minimum ultimates ress, Fu =45 ksi. 2. When connecting mole iols of different gouge thickness. use roods shown for the lighter gauge. ..., 3. Applied shear foods moy be multiplied by' - ; f& wind or eorthquoke foods per AISI A4.4. 4. For screws in tension, the head of the screw, or washer if provided, shall hove o minimum diameter of 5/16 inch. -53- ftca Rainier Beach, Seattle, Washington ELECTRICAL BOX OUTLET CONNECTION (LOWER HEADER) FIELD LINE VOLTAGE SUPPLY WIRE ACCESS (UNDERSIDE CONTROL BOX) FIELD LOW VOLTAGE CONTROL WIRE ACCESS (UNDERSIDE OF CONTROL BOX) INLET CONNECTION (UPPER HEADER) RECOMMENDED CLEARANCE FOR ELECTRICAL ANO COMPONENT ACCESS TO BE 36" CLEARANCE FOR ALL OTHER SIDES TO BE 24" DATA AIRE INC. Data Aire Inc. 230 W. BlueRidge Avenue Orange, CA 92865 -4225 Phone: 800/ 347 -2473 • Fax: 714/ 921 -6010 Data Aire Series DX Data Aire Fluid Coolers, DAFC Model 06 - 50 Page 1 of 2 APE CONNECTION SIZES (corrER swam) STANDARD CONDENSER LOW DECIBEL CONDENSER MODEL NUMBER LENGTH UNIT NET 1 4/T.1 QTY, MOTORS RP' RPM TOTAL CFM MOTOR FLA H P. RPM TOTAL CFM MOTOR FLA INLET OUTLET 208/230V 460V 208/230V 460V DAFC 06 32 -1/4" 260 1 -5/6 1 -5/8 1 3/4 1075 5000 4.2 2.1 1/2 850 4 000 3,2 1.6 DAFC 07 32 -1/4' 285 1 -5/8 1 -5/8 1 3/4 1075 4900 4,2 2,1 1/2 850 3900 3,2 1.6 DAFC 09 32 -1/4" 310 1 -5/8 1 -5/8 1 3/4 1075 4800 4.2 2.1 1/2 850 3800 3,2 1.6 DAFC 11 61 -1/4" 260 2 -1/8 2-1/8 2 3/4 1075 10400 8.4 42 1/2 850 8300 6,4 3,2 DAFC 15 52 -1/4" 37b 2 -1/8 2 -1/8 2 3/4 1075 10000 8.4 4.2 1/2 850 8000 6,4 3,2 DAFC 17 62 -1/4' 400 2 -5/8 2 -5/8 2 3/4 1075 9800 8,4 4.2 1/2 850 7800 6.4 3.2 DAFC 21 92 -1/4" 560 2 -1/8 2 - 1/8 3 3/4 1075 15000 12.6 6.3 1/2 850 12000 9,6 4.8 DAFC 24 92 -1/4 645 2 -5/8 2 -6/8 3 3/4 1075 14750 12.6 6.3 1/2 850 11800 9,6 4,8 • - .. - _ • •• .• • • • .n .. DAFC 30 122 -1/4" 745 2 -1/8 2 -1/8 4 3/4 1075 20000 16.8 8A 1/2 850 16000 12.8 6.4 DAFC 40 122 -1/4" 1100 2 -5/8 2 -5/8 4 3/4 1075 19000 16 8.4 1/2 850 15200 12.8 6.4 DAFC 44 152 - 1/4" 1460 2 -5/8 2 -5/8 5 3/4 1075 24500 21.0 10.5 1/2. 850 19600 16 0 8.0 DAFC 50 152 -1/4' 1560 2 -5/8 2 -5/8 5 3/4 1075 24000 21.0 10,5 1/2 850 19200 16.0 8,0 ELECTRICAL BOX OUTLET CONNECTION (LOWER HEADER) FIELD LINE VOLTAGE SUPPLY WIRE ACCESS (UNDERSIDE CONTROL BOX) FIELD LOW VOLTAGE CONTROL WIRE ACCESS (UNDERSIDE OF CONTROL BOX) INLET CONNECTION (UPPER HEADER) RECOMMENDED CLEARANCE FOR ELECTRICAL ANO COMPONENT ACCESS TO BE 36" CLEARANCE FOR ALL OTHER SIDES TO BE 24" DATA AIRE INC. Data Aire Inc. 230 W. BlueRidge Avenue Orange, CA 92865 -4225 Phone: 800/ 347 -2473 • Fax: 714/ 921 -6010 Data Aire Series DX Data Aire Fluid Coolers, DAFC Model 06 - 50 Page 1 of 2 5.00 -4 6.00 F.ND VIEW CONNECTION LOCATION ELECTRICAL BOX SUPPLY VOLTAGE FIELD CONNECTID LOW VOLTAGE FIELD CO - -1 1 6.00 INLET OUTLET DATA AIRE INC. 4 FAN UNIT, MODEL 30 THRU 40 72.0 MIN AIR CLEARANCE 152.25 72,0 MIN AIR CLEARANCE 6 FAN UNIT MODEL 44 THRU 50 Data Aire Inc. 230 W. BlueRidge Avenue Orange, CA 92865 -4225 Phone: 800/ 347 -2473 • Fax: 714/ 921 -6010 OUTLET --" "rizr 15.00 MIN i l 4 0 . 00 15.00 MIN 3.00 INLET OUTLET INLET OUTLET TION 1 FAN UNIT. MODEL 6 THRU 9 72.0 MIN AIR CLEARANCE _ MW 0 5226 5.00 2 FAN UNIT, MODEL 11 THRU 17 72.0 MIN AIR CLEARANCE INLET - 02.25 72,0 MIN AIR CLEARANCE .5.00 7 I Isc‘ Data Aire Series DX Data Aire Fluid Coolers, DAFC Model 06 - 50 Page 2 of 2 3 FAN UNIT, MODEL 21 THRU 28 ACTIVITY NUMBER: M06 -159 PROJECT NAME: SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # SABEY DATA CENTER DATE: 08 -24 -06 12201 TUKWILA INTERNATIONAL BL Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 6-24-04 Bui i g Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUIFING: Please Route REVIEWER'S INITIALS: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 d PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 611 gout- 0- Fire Prevention Structural Incomplete ❑ Structural Review Required Approved with Conditions Planning Division n ❑ Permit Coordinator DUE DATE: 08-29-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 09-26-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DRAWI'IG SEX SHEET N0. SHEET TITLE REV DATE MO.0 HVAC COVERSHEET i 07/21/06 M0.1 SCHEDULES, VICINITY MAP 1 07/21/06 141.1 3RD FLOOR HVAC PLAN, PIPING DIAGRAM 1 07/21/06 M2.1 HVAC ROOF PLAN, SECTIONS 1 07/21/06 HVAC LEGEND DUC SYMBOL LEGEND DUC SYMBOL LEGEND PIPING SYPvOL L SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION (N) -' (E) NEw(N) & EXISTING(E) RECTANGULAR SUPPLY NR DUCT RISER --I IwwUAL vOLUNE DRAPER AUT0IMTIC AIR VENT (N) , (E) N(W(N) & ExiSTING(E) RECTANGULAR RETURN NR DUCT RISER e MECH. CON nt. TO PROVIDE EQUIPLENT & INSTALLATION (U.N.O.) BALL VALVE (N) 0 ( E ) NEw(N) a ExtSTNG(E) RECTANGULAR EXHAUST NR DUCT RISER ID-- £}.- -- NOTORQED I» ER (ELECTRIC) BUTTERFLY vALVE 0 (N) 0 (E) NE1k(N) & Ex!STING(E) RoI c ANR DUCT RISER 15--- et— M OTORIZED DAWEP (PNEWATIc) [- BLIND FLANGE ■S NEw SINGLE & DOUBLE LINE RECTANGULAR OR ROUND DUCT PONT OF CONNECTION CHECK VALVE EXISTING SINGLE & DOUBLE UNE RECTANGULAR OR ROUND DUCT 1 RETURN AIR GRILLE (NEW & EXISTING - 24x24 PANEL) CIRCUIT SETTER , / // , %. EXISTNG DUCI1VORK TO BE DEMOLISHED - RETURN MR REGISTER (NEW & EXSITING - SURF. MTD.) DRAM (ROOF. FLOOR) / re, S gal SINGLE & DOUBLE UNE DUCT KITH TRANSmOwil. FrTTNC e _ RETu RN NR MLLE - 24 =12 (HEIw & OUSTING G - T -B COL Q- END CAP SQUARE EEi ROUND SOU ARE TO ROUND TRANSITIONAL FITTING ^ yr � REVISION CLOUD • FLAW SINTCH SQUARE OVAL SQUARE TO OVAL TRANSITIONAL FTTTING X REV!sNoN DATA GATE VALVE O 90r RAMIS ELBOW Q 4O' SOW( E180, %ITN - TURNING vNES 20 O ROurND COLING DIFFUSER (NEW & EXlS) FLEXIBLE CONNECTION O MD C M ROUND DUCT TURNING DO NN OI RECT DUCT TURNING DOWN 0 1 SECTION CALL OuT SYMBOL SHEET *AMER Row CONT1lOL .,,,. 0 , AP TIGHT (DOOR. SHAFT. ETC_) B` oT►ERS SUPPLY NR cRit (NE. & EXISTING - 24.24 PAWL) T RUE'S PLUG E4 BACN( DRNT DAMPER E l --- SIRPLY Alt R£GIS''E i NETIT t EX>SSTING - SURF. WTD.) PPE (NEW) ir..- lot MAC OR DUC ACCESS PANEL OR DOOP O STONE DETEC OR !AREA TYPE, ` _ _ _ _ _. __ _ _ PPE onsr NC) C LINE 0 SNMONE DE -LCroR ( Duct *Iv) @SD*- pREssuRi GAUGE WITH COQ[ - rw.7 � �� • SIDE . - PESIS'?'R. ';s ILLS P�DU10Ep '� e EINAOST AIR ■•1 1 NEW t EvS'N[. - 24.4 cAPIC - Nk:. WV>. 111 S'STEY TYPE PPE CALL OUT S IMOL RISER 04.118131 Q Ego , 4%0S * ..-,- moil NNU1IeE>t 1 SCNIIITEDEIV VALVE s AP 0 47 & E - s.Rr w!: N r: '' Met ,OC A - (3_ ;APoaCT • 5.. flu _' c:'.-'4, 11 006F1 10 AP ; (MEW t EI S'NG - SAW Ir'C ' SEER El I) E .11PmEA 'AC,. -W.. =LOC . W 104 SCIONIE M ROugc o `4C swami soma IIIILVE Airie NOSE ....,,, -13- iza rig( p sly: ANC XI.ABL_ JOE glEIIEK w B CTI Ur% SOAK -e I OUNC arr r- 'rlli'E» now SENSOR WEL IrEf LD AWE. 'WWI 301i'E11 '9AG'1F .M MIND DOUBLE LEE' COMM an.* Mb epnl MPH NLECICIRRAA.IR 0 S. RE* 0 roe DMA Jet. T AVIV( eel VIM IMEMPOMAR JIM S* REAM( i TIME CAM' VIM Vir c _. Sro.>< 311110 . A a r . r ?9 C c T I S - orsuspo INK, 9OE - NR w�Ew+ - ii. ALONE 4 1.111111.1 %Nc t t I _NUEIS ONI'.SSE. Sim ` OP PrUi ` . vt=ouuc =run i i vamp sum manuot SABEY B3 DATA CENTER PHASE 2 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 Rinniata No changes shell be made to the scope of work without prior prc T2l cf Tukwila BuHlda:r0 C'• .� NOTE: Revisions will require a no and may include additoral plan ry new fees. ABBRV. ABV. A/C A.D. ADJ. A.F.F. A.P. APPROX. • 8D. B.D.D. B.F. BF.V. B.O.D. B.O.P. B.V. BLDG. BMA. CLG CFI CH.V. CHWR clews CMU COIN. CONrR. CWR cws COIN. DMP'R. DET. D/L DN. DING (E) EA. EA E/IG EAR EL ELB ELECT. ElVV. Ems. EXH E]�P EXT. 1 EXTERIOR DESCRIPTION ABOVE AIR CONDITIONING ACCESS DOOR ADJACENT ABOVE FINISHED FLOOR ACCESS PANEL APPROXIMATE AND AT F.C. FD FI1, Fux FLR F5D FT 1 FOON ) 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 DETAL DOOR LOUVER DOWN DRAINING EXISTING EACH EXHAUST NR EXHAUST AR GRIUE 0110UST AR REGISTER ELEVATION ELBOW SECTRCAL ELEVATOR EQUIPMENT EXHAUST EXPANSION FUTURE FLEXIBLE CONNECTION FIRE DAMPER FINISH FLEOBLE FLOOR FIRE SMOKE OIWER ABBREVIATIONS ABBRV. GA. GALV. G.I. G.V. GEN. GPH GPM GYP HGT. HI. H.O.A. HR. HWR HWS I.D. IN. / • INSUL INT. LL} LBS. LD. M.A. MACH. NMI. MAX_ M.D. MECH. MFR. MIN. MSC. MTD MIL. MT R. M.U.A. M.V.D. (N) N/A NC N..LC. NO NO. PLR. NITS O.C. OPER OPP. GSA. PAC. P.SJ. DESCRIPTION GAUGE GALVANIZED GALVANIZED IRON GATE VALVE GENERAL 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 MECHAMCAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED MET/t. MOTOR MAKE UP Ads AWNUAL VOLUME DAMPER NEW NOT APPLICABLE NORMALLY CLOSED NOT 14 CONTRACT NORMALLY OPEN MAR NOT DATED NOT TO SCALE CIN CENTER OUTSIDE OINENSION OPERATING OPPOSITE OPENING OUTSIDE III POINT or CONNECTION MAIDS PER SQUARE E $0 ABBRV. (R) R RA RAG RAR RND. READ REV. RF. RM. S.A. SAG SAR S.D. SHT. S.I. S.M. SQ. S.S. STD. STRUCT. SUSP SW SwG SWR TAG T.F. T.O.D. T.O.P. TRANS. rSTAT TYP. UBC U.C. U.G. UMC U.N.O. U.T.R. V. VAV v1V. VOL VSD DESCRIPTION RELOCATE RADIUS RETURN AIR RETURN AIR GRILLE RETURN AIR REGISTER ROUND REQUIRED REVISION ROOF ROOM SUPPLY NR SUPPLY NR GRILLE SUPPLY NR REGISTER SMOKE DETECTOR SHEET SOUND INSULATION SHEET METAL SQUARE ST/UNLESS STEEL STANDARD STRUCTURAl. SUSPENDED SWITCH SIDE MALI. GRILLE SIDE WALL REGISTER TRANSFER MR GRILLE TOP FLAT TOP OF DUCT TOP OF PPE TRANSFER THERMOSTAT TYPICAL UNIFORM BUR.DNG CODE UNDER Cllr UNDER GROUND UNIFORM IiEdHANI('Jlt. COOS UNLESS NOTED OTHERWISE UP THROUGH ROOF VENT VARIABLE AIR VOLUME VALVE VARIABLE SPA DRIVE VOLUME WIRE MESH SCREEN NEAT PIOLIMINPlf PerrnItNo.A Pbn Approval r. o 1� subject b stars and st ruction cbcumants does not aahorbe the vidaticr! cf any accepted code or ordnance. Amt and =More is adalowlsdisit BY . 1 y Date: s o,. City of ThkwNa BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: City of Tukwila BLALD:N :: DiVLSI N • - 0PA Li / 4 Ali e 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. Project SABEY B3 DATA CENTER PHASE 2 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA. 98168 Tale cov ST c , TG Demenes By attached By Re. Sc Dann By P'# art r 6 '5 ' NONE f '6 I t 8 _ _C SI* Noma M0.0 1 O 4 • • xr 1 AIR DISTRIBUTION SCHEDULE TAG# DESCRIPTION MANUF'R MODEL # CEIL. MOD. SIZE BORDER TYPE NECK SIZE SURFACE FINISH NOTES CD -1 SUPPLY DIFFUSER TITUS . .. #1 SEE PLAN T- BAR . WHITE 35 EG - 1 EXHAUST GRILLE - TITUS 50F - 1 #1 1 - SEE PLAN - T- BAR , WHITE INCLUDE OBD FOR BALANCING . PUMP SCHEDULE SYMBOL SERVING MANUFACTURER & MODEL No. GPM HEAD (FT.) PIPE CONN. SIZES. BHP HP HP .■.... MTR HP -. VOLTAGE WEIGHT (Ibs) REMARKS ROOF CRAC -6 SERIES 60 35 35.5 1750 - .75 - 1.5 - 2 60 /3PH 1 02 - 1 FC -1 1 r P - 1 1 FLUID COOLER SCHEDULE (DRY SYMBOL LOCATION MANUFACTURER & MODEL No. CFM HP RPM PIPE CONN. SIZES. FLA VOLTAGE WEIGHT (Ibs) REMARKS ROOF DATA AIRE DAFC 30 20000 3/4 1075 2 16.8 208 -230V /3PH 745 SEE COMPUTER ROOM AC UNIT SCHEDULE FOR MORE INFO 1 FC -1 1 Sl MBOL LOCATION UPS UPS NOTE : DISCONNECT AND STARTER BY E.C. NOTE : DISCONNECT AND STARTER BY E.C. MANUFACTUER & MODEL No. DATA AIRE DA -U -10 DATA AIRE DA -U- 10 SERVING UPS UPS CFM 4500 4500 S.P 1/2 1/2 REF TOTAL MBH 127 127 SENSIBLE MBH 59.0 59.0 EDB 72 72 COOLING w 60 60 COMPUTER ROOM A/C UNIT (CHILLED WATER) SCHEDULE EWT 45 45 55 55 GPM 35.0 35.0 Ap, 15.4' 15.4' GPM HW REHEAT CAPACITY Ap. HUMIDIFIER SECTION TYPE CAPACITY KW FILTER SEC. %EFF DEPTH - - - 207. 4" 20% VOLTAGE 208/3/60 4" 208/3/60 11.5 11.5 3.5 3.5 r 2.8 2.8 SEER MOCP WEIGHT (Ibs.) 585 585 r • • REMARKS t� 1M i 3 t1tt+A a '� rah s, m...*- Lieu Assaf 7� c.ve,t S t t Aw tt CANS ! • • ‘ .00. wt , sIt«s 4 • tt1 •� s .170 SI �. Slr s 1 : R sI O �! ) S 1211111 S. • c N.+/rls s tz.,sr • s _ s' 2101 St s1 MP 9 . S S tans •wc _• 9 e J. s•6.i so 4 so a 1 S uy. Si I'S Q•1109 Ki Ilria al Art: w • ;c ±- aura anew Apra 0929' 2006 S . S 1A►A • i S 1. avg. arras s 1310 x Pm* Ills . asv..* # ASSESSOR'S PARCEL N�111/8ER _ _ s tr.. 9 • „ S 1240 A Wimp .w.* s r�► s • VICINITY MAP s, S • { 31.72•89 p S•t'�s 1)10 ? • 3 • !M Sr 3 I ]as sr to Q • S tat d 1 /40 st a 1. 41 r a 3S 1raltA 3 1 111 fir,. r+„w seasompe 3 `s•rr ! M • t An! • 3 ■ I� __\ ;`'_ `4 -- `� i S 13}4 9 it - : -r- ... �• --- - r .I • . r s 1s1 s S ( 1 M(10 15cel Cr" aTURNRA f • •. , . .1 , - mai ICEVEP or 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. 7rz1ros No- Date Revisions PERMIT SUBMITTAL Description RRB BY Proiect SABEY B3 DATA CENTER PHASE 2 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA. 90168 Tine SCHEDUILES VICINITY MAP Dasignad By Cliscled e, R8 SS Drawn By 676' s Job MrwiQ.r NONE Scab 6 7 18_uO _0 Fla Nam Repo Wanagar 2 of 4 3LL S. II� 4 .rNF �/a► �.... 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PROPOSED WALL • •M...r. • ..rte.• .. _ • ••■••••• . �j RE 'E DOORS • MCA, t;i e n►cF TUItlINUI • • • englneored 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. 7/21106 No. Date Revisions PERM SUBMITTAL Description RRB SABEY B3 DATA CENTER PHASE 2 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA. 98168 Tide 31ID R.00R HVAC PLAN AND PIPING DIAGRAM 9r»a By . Checked By IRB SS Damn By Alcoa Mon>!ar 6 7 6 18 Job MOW sat* 7E ► ' 8_1 RID HIM* 3 a 4 • • •••• •••• . •••• _.••••■■• - •yam. - ��.. - !•_• - • s 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. 7121106 No. Date Revisions PERP MT SUBMITTAL Description SABEY B3 DATA CENTER PHASE 2 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA. 98168 •'7_ f •• • 'v Designed By Checked By RB C� Di•mi By PrIciect Mirleger 676 " ROoF HVAC PLAN SECTIONS • P Scope t . a. t '- C�C.`y (PcM4G MCT S►+C rCP `L1ARr'Y) r PEl 8 -C'A � .. • ..- . :=71_:)A 34x34 RISER DUCT SG- 3Cti&8• 6 JEER 45er Ulf 34x34 RISER ROOF HVAC PLAN Scale: 1 / 1- -0 (P+P G TOT Sit FOR c& ap Tv) -i :.. _ - Ex:ST- CEILING 8' -CAF mir • I41