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Permit D08-276 - MICROSOFT - GENERATOR ROOM, UPS ROOM AND DATA CENTER
MICROSOFT 3355 S 120 PL D08 -276 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: MICROSOFT Address: 3355 S 120 PL , TUKWILA WA Contact Person: Name: BOB WINFREY Address: 1420 FIFTH AV #2400 , SEATTLE WA 98101 Phone: 206 623 -4646 doc: IBC -10/06 Citylf 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 Contractor: Name: LEASE CRUTCHER LEWIS Address: 107 SPRING ST STE 500 , SEATTLE WA 98104 -1052 Phone: (206)622 -0500 Contractor License No: LEASECL118NB DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Permit Number: D08 -276 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Value of Construction: 3,214,110.80 Fees Collected: $38,881.70 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0008 Expiration Date: 09/30/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO CONSTRUCT A GENERATOR ROOM AND UPS ROOM ON THE FIRST FLOOR AND A DATA CENTER ON THE THIRD FLOOR. * *continued on next page ** D08 -276 Printed: 08-04 -2008 Public Works Activities: Chanrtelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 411Tukwila • 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: D08 -276 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Thee: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 Date: U — L'195 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 th e ormanceyfwork. I am authorized to sign and obtain this development pern}it. Date: 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. D08 -276 Printed: 08 -04 -2008 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: MICROSOFT 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 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 and verifications for concrete construction shall be required. Permit Number: D08 - 276 Status: ISSUED Applied Date: 05/13/2008 Issue Date: 08/04/2008 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: 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. 10: 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. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: Readily accessible access to roof mounted equipment is required. 14: 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. 15: Special inspection for sprayed fire- resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D08 -276 Printed: 08 -04 -2008 • 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 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 22: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 23: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 24: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 25: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 26: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 27: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 30: 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) 31: Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (IFC 2703.4) doc: Cond -10/06 D08 -276 Printed: 08 -04 -2008 • • 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 32: Visible hazard identification signs shall be placed at entrances to locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons or packages shall be conspicuously marked or labeled in accordance with nationally recognized standards. (IFC 2703.5) (NFPA 704)) 33: Sprinkler design -oh II w /min design area of 3000 sq ft. 34: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 35: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 36: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 39: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 40: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 41: Flam. liquid storage - IBC 415.6.2 (2006 edition) - H-3 (IBC 415.7) 42: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 43: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 46: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D08 -276 Printed: 08 -04 -2008 • 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: Print Name: doc: Cond -10/06 747PJsc c 7w . Date: D08 -276 Printed: 08 -04 -2008 CITY OF TUKWILAf Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.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: " b V � j - . 11 1 V 1 Tenant Name: 11(6 OPT Property Owners Name: Ste 13 Mailing Address: (`Z U t - 'rUK. j,(,)1/, ftJ Mt4 tTO1\114-- 7 `4 o- CONTACT PERSON - who do we contact when your permit is ready to be issued N I `-I Day Telephone: 'M(1J - 2 2 3 - b 4' - ` Mailing Address: CAW , l 410 �=1 (" -t i i % l e-ot - ge)1.9 ( ??��,, � City State Zip E -Mail Address: Cr, , ( � 1 �/1 -�,1 'i. Fax Number: - Name: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechan (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Company Name: Mailing Address: N. Contact Person: E -Mail Address: Contractor Registratio Number: ARCHITECT OF RECORD'= All plans. must be wet stamped by Archit c�u;�sov 1 1E A\45 /400 2t .)C 1 Contact Person: E -Mail Address: ENGINEER OF RECORD — All pia amped by Engineer o Company Name: ID (. / Mailing Address: 2' lJ . F1 .. S U C / ?Do Contact Person: E -Mail Address: Q: \Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9-2006 ii )r.4 1 2-06, r5 J Z- a.X 9-ad 6oel 6 Building Perm. No. Mechanical Permit No. Plumbing /Gas Permit N Public Works Perm] it Project No. offi ce use only) King Co Assessor's Tax No.: l o - 3D+ - 6 10n. Suite Number: i, I,A. Floor: I New Tenant: J .... Yes t[..No City City Day Telephone: Fax Number: Expiration Date: City Day Telephone: Fax Number: City g- 6t g 4 Day Telephone: (4r 0l2 a V L 64-0-H -H , coH Fax Number: State State 6 16 f(OS Zip Zip 94)(0 State Zip 1.66 - 72- 4 211 (0 '2.3 -- 469 State Zip 440— 111 - -CP 14o -4-%6-- 164 - e 5-0 -Qqa t i i txo- iii -tilAtr ;T (e,W IeNiCOPLA - A/4 f Suitt; n© K .5 > -t-- Kik ' '2 )c t _ _ t f+-� L- , i.c ;i7 Iry l�� �ti,>✓ , x.~44 Page 1 of 6 BUILDING PERMIT INFORMATION -- 206 -431 -3670 SCiIT Valuation of Project (GefitT-aster-Ls bid price): $ 111-, 1 6%(1 fie 1 Existing Building Valuation: $ NOT il--NO lv Scope of Work (please provide detailed information): Le%.., v d iaf Will there be new rack storage? ❑.... Yes Floor 2 °p Floo Floor Floors thru Basement Accessory Structure Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck el)' ,7A1- 1Q)?y2, nterior Remodel tMi 4- 7 1CPD2-1 Addition to Existing Structure Type of Construction per I$C= 1-8, FO UM' S h Ni✓ Type of Occupancy per IBC PLANNING DIVISION: { Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) i" *For an Accessory dwelling, provide the following: Lot Area (sq ft): Si'� vi Floor area of principal dwelling: Pk Floor area of accessory dwelling: Wk *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. I Will there be a change in use? ❑ Yes Ili No If "yes ", explain: Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARDOUS MATERIALS: 113 Sprinklers le Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? LP 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. Gt VW/174 -f.+1 ! -Div6et. 01 i-- j `(1 2- ( ? u I, 2e ) 1 N ek ' * —O 6t— .T 1c1 SEPTIC SYSTEM U' Department. Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 bh 1, [No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Compact: Handicap: ❑ On - site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health • 4. Page 2 of 6 r irctuatic WORKS. RERN TT SIN %IATION - 200- 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Sewer Use Certificate 0... ValVue ❑ .. Renton 0... Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -wa Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ... Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traff c Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ... Water Main Extension Public Q:Wpplications\Forms- Applications On Linel3.2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO # WO # WO# Private Private -t s ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Day Telephone: City State State Zip Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU ® Air Handling Unit >10,000 �© Fire Damper 2 0 -3 HP /100,000 BTU 0 Furnace >100K BTU 0 Evaporator Cooleij4014l0t ¢ Diffuser 4 3 -15 HP /500,000 BTU 0 Floor Furnace © e- Ventil Faan nd n Thermostat 15 -30 HP /1,000,000 BTU 6 Suspended /Wall/Floor Mounted Heater 0 Ventilation System CCOL.01 R- EStT¢.4( 6, '{f '' Wood /Gas Stove 30 -50 HP /1,750,000 BTU 0 Appliance Vent Q Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU 0 Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic n Other Mechanical Equipment Air Handling Unit <10,000 CFM ( Incinerator — Comm /Ind o MECHANICAL PERMIT INItMATION - 206 - 431 - 3670 MECHANICAL CONTRACTOR INFORMATION 1-r — CO Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ���Lfil� -f�fio� Valuation of Mechanical work (Gefitr-aaeesbid price): $ 4 (C'jj 6 -T Scope of Work (please provide detailed information): rizapp #(24 4'I.E)0f 10 9+ j Ticzertvctio.i G _ ki m ; (,1 HkJ D 6:=11 J�C= COO .0 • i 19►r11<< t � � Si' h L J( 4 Use: Residential: New .... Replacement .... ❑ Commercial: New .... [ Replacement .... Fuel Type: Electric Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: City State Zip Day Telephone: Fax Number: Expiration Date: Q:WpplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 • •Fixture`Type: ' Qty ; Fixtu're'Tiype: ...Qty Fixture Type: ' . ..Qty Fikture 1 ype: Qty Bathtub or combination bath/shower 0 Drinking fountain or water cooler (per head) 0 Wash fountain 0 Gas piping outlets Bidet 0 Food -waste grinder, commercial 0 Receptor, indirect waste D Clothes washer, domestic (? Floor drain/FL , Sf 3 Sinks 0 Dental unit, cuspidor 0 Shower, single head trap 0 Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet 1J Building sewer or trailer park sewer 0 Rain water system — per drain (inside building) U1 Water heater and/or vent 1 Additional medical gas inlets/outlets — six or more o Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors O Repair or alteration of water piping and /or water treating equipment D Repair or alteration of drainage or vent piping 0 Medical gas piping system serving one to five inlets /outlets for specific gas 0 ING AND GASPIPIN PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 1■ ot Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (� � s bi price): $ tt Valuation of Gas Piping work ( id price): $ OfflItliketeP Scope of Work (please provide detailed information): Building Use (per Intl Building Code): 7 1305(1Ir. Occupancy (per Int'l Building Code): `2, Utility Purveyor: Water: Q:Wpplications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh RMIT INFORMATION 206 -43! Sewer: cit Day Telephone: Fax Number: Expiration Date: State Zip K( Kthf Sir r Vi 'i/ . -� • h [Km' • C 1ALMO N lekt, - Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 Date Application Accepted: I C31(4 Date Application Expires: l � Staff Initials: c...-44.., 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 OWNE 7 R AUTHORI D GENT: Signature: Print Name: Mailing Address: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh S Date: PAY I 2aoe Day Telephone: 140- (a7 - /(J , I State Zip Page 6 of 6 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: MICROSOFT Receipt No.: R09 -00152 Initials: JEM Payment Date: 01/29/2009 01:22 PM User ID: 1165 Balance: $0.00 Payee: LEASE CRUTCHER LEWIS BUILDS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 250888 360.00 ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION PAYMENT RECEIVED 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 000/322.800 360.00 Total: $360.00 Permit Number: D08 -276 Status: ISSUED Applied Date: 05/13/2008 Issue Date: 08/04/2008 Payment Amount: $360.00 doc: Receipt -06 Printed: 01 -29 -2009 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: MICROSOFT Receipt No.: R08 -03486 Initials: WER User ID: 1655 Payee: LEASE CRUTCHER LEWIS ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2471740 660.00 RD Pmts Re -Dist OP .00 000/322.100 000/345.830 000/386.904 RECEIPT Account Code Current Pmts Permit Number: D08 - 276 Status: ISSUED Applied Date: 05/13/2008 Issue Date: 08/04/2008 16,410.00 - 15,754.50 4.50 Total: $660.00 Payment Amount: $660.00 Payment Date: 10/10/2008 09:40 AM Balance: $0.00 r r : : 1 4 • --P 7 -r7:: • doc: Receiot -06 Printed: 10 -10 -2008 Project: /V ��Qasof� Type of Inspection: c>11.49 / Address: 335 s /a o >OZ.- Date Called: Special Instructions: Date nted: ,.a Z Requester: Phone No: X 06 78L' 34'6/ ., �t INSPECTION RECORD Retain a copy with permit 4 45-27 6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 rA COMMENTS: om p (cc- i f r-A m aieNd t y _Ap Avg .1 Inspe or: IDate± 00 REINSPECTION FE REQUIRED Prior to inspection, fee must be at 6300 Southcenter B d., Suite 1 0,(Call to schedule reinspection. Re tf$` No.: Date: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: k,J a. 6 ) Gee h,+ t Le f c ° b. vIA in e 5 p - )ea 1-2S-05 (.3) E A.K.A..) A.K.A..) Ft1e� ( t,.e 4' v� �,ec�ri p '(` � ' e...M/N a `a l 1. ci (-- 30 -Q , d A4 t* V /rite_-'- s4 C Go e- ( -err mac; C� ems, rA-co a,3 #11.„10 6...)41/00.4 k4ed 1 —z_ _owl . i Geo >N -n i A , r -esr1 (3 A Lie r f€ e t -1 ctie►4 1- 30— A (o A t;E4L 4 A L) A w e - r s , - 1 fi - 1 - Y✓Z c) a s - J 4 b °S (z.t ICON( Qe ry i 0074? le-1, ovi,Inc, \--I,Nlytk d uo tc CD k. -- r(7 00d_t1P9 Pr �i Type o nspection I N$1 Address: Date Called: Special Instructions: Date anted: ` �— m: p.m. Requester: P ao -7840 -c r INSPECTION RECORD ��, � � Retain a copy with permit . �L 26 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval, ector: Receipt No.: Date: 0 60.00 REINSP CTIO .' FEE REQU( ED. Prior to inspection, fee st be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: COMMENTS: 9 1 • , &, t Alt �, ( (4 „P ,0 Date Wanted: 2 Requester: ,,,A, �,,„, __._ L ,d c r ) s. -E It-e rtiW t 0 kt •. - y ,Jw 1 Lam-{ \4 t f teN r ek o A A . C i- 24 i 1 Pr c . Type of Ins e Address: C° - 7- ate Called: Special Instructions: Date Wanted: 2 Requester: Phone No: INSPECTION RECORD Retain a copy with permit dos - z - 7 );1■ PERMIT INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E Approved per applicable codes. El Corrections required prior to approval. tor: -2 !$ 60.00 REINSPECTIOH FEE RE UIRED. Prior to inspection, fee mltst be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: WI(C ( 0 - Sa -r Type of Inspection: 5US Pf4.104.0 Ce IL iv Address: 3355 .5 IZO Pt_ Date Called: S pecial Instructions: - Date Wanted: �m~., p.m. 547.6t -- t X O� 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 008 -27L PERMIT NO. CITY OF TUKWILA. BUILDING DIVISION t'- 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431 -3670 a pproved per applicable codes. Corrections required prior to approval. COMMENTS: ( ,', R.;I now r t6-I,e r d e nspector p Dat : EINSPECTION FEE REQUIRED. P rior to inspection, fee must be 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. Rece' No.: 'Date: 1 e / COMMENTS: pp �-�( //►� n� /) �1 1�/ �! olA I i -- ✓ti �/1 V "1 f O r j/ 1 TA.SfiZ(36 1 A s , Uex.4 ll p d u Q 19-Ayt 2 -ZY- 3St- `f � � - � Li-e 1 [Zoo .4-t Alf e.7^ M Ait 4 t M � ,4' 6-0 / / ,- o4 •c.l - 353 a x s �r kAf rec. e,,t1 (�.:r- � Special Instructions: 4- U c r r-in )- i --, I' C' r:' Wanted: / / 71% (-, tii,) e AlJ d J425 b-t �a.m �p.m. J h k i1 cam 11 4 + '‘1, -ei , Requester: X C_,,aX n crdr l J;(( ®,O ( •/1 vel n Px`r 1 n C AJJ 1/ 4,1 r ,.rlr,U 4 e., ', ju .... p Project: M,' lb! D.Iil( Type of Inspection: &-e-: ( . 6 - Address 5 SOw�/� f / } `f � � - � Date Called: - Date r Special Instructions: Wanted: / / (� �a.m �p.m. Requester: Phone No: 6 - r7g -- 31 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DOE(-27,6 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspect r: 60.00 REINSPECTION FEE Date: / 2 - z3-q? ❑ $ EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 1- i Project: I(It('L)a�'� Type of spect ok .• Address: - 35S S t 2 0 Date Called: Special Instructions: • Date Wanted: i 2: I a. )06 C. Requester: Phone No: 0 736' ► l b PI S El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: ,>Q gird Inspector: LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bllid., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: COMMENTS: J _A / -__ Address: 33S 5 j .,Q ,,,, _) r M4 r ( X 4v J/v 1 4 11d id., Special Instructions: •. Date Wanted: 111 Requester: -, , 1, iittev 4 1t-s-1' 4 e 1 1_4 LtJoela ( fot Wp►(t L.4.7,,, 71 9- # "\ J ) ci-e� wa E 1 6 i � — L1p O AM/ 1 ( Project: nn 1 c R. D SO I`-r- Type of Inspection: r uJ i3 Address: 33S 5 120 PL, Date Called: Special Instructions: •. Date Wanted: 111 Requester: Phone No: - O6 — 1 1O) INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO CITY • F TUKWILA BUILDING DIVISION f. 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior approval. ' Inspector p .00 id a Rece'pt jdo.: -. .� .s,...� Date: 'DOS-276, 'Date: t EINSPECTION F E RVIUIRED. Prior to ins ection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: 4/1 Type of Inspection: Tr W , 33 COLO nV iVI-,• ! j>3 ( s - 1 A / (/I 4 t WA/e.< Date Called: /2)-Ga Special Instructions: . � r 4 a s ] .-- pFy 4,14 — {n ; Phone � ,73o_ J tce 0 Project: (Y) iC r 5or Type of Inspection: Tr W , Address: *ass s 121) PL.-- Date Called: Special Instructions: Date Wanted: a l t a.m. Reque t : Phone � ,73o_ J tce v INSPECTION RECORD Retain a copy with permit 'Date: PERMIT NO. PERMIT NO. INSPECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • El Approved per applicable codes. Corrections required prior to approval. I \ I IDaiei i7■1' REINSPECTION FEE FtEOUII ED. Prior to inspection, fee must be t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Project: Type of Inspection: Address: 3355 3 /24 /'G Date Called: Special Instructions: Date Wanted: / /— /vim 060 a.m. Requester: Phone No: a44 . 7..3c —///e 411, Approved per applicable codes. /*A - 27_4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Corrections required prior to approval. C OMMENTS: {� — 1c W 4 J T' AQ I Inspector: Date: / 1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: te. .a.•..n...a.ts.E . a.... 9. -.". 14 -. ,teTSAM COMMENTS: e) i n) (.63 J E J P !T Address: S 5 / ,) L'�Da . (.. M / ,) J -2_..1 S/ .0 e- Date Wanted: raa.me• it - 4 J Js p.m. �J o e < =7 - 3 r 14 A j R P : : . - IV 6T JVt A rt,FL :I I Off /C I0T /1)u -P. j ,I\ AN * 0 ) ti Al °1\ Q A e.•C T : t•N1 i n l P ejrp A 414 c 1SP Q. w `, (1, AA I1 X IA-t ,. fiL. u Le)I:A (AuUU1 N-) -P kjt C. S (A. P .,) 0 r ,--, A 1 Project: c ;l J 1 J Type of Inspection: p p _5 u 1 p C/t-4A eoV Ge_, C.,) Address: S 5 / ,) L'�Da Called: Special Instructions: D2 q 1 13 - ° ( f ,A• p1, •,r 146) ng Ip - 3 ( Date Wanted: raa.me• it - 4 J Js p.m. Requester: Phone_No: (Q_ 73 0 —11 a 4' INSPECTION RECORD Retain a copy with permit PERMIT NO. OL, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspec T Date: , 1 or. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: EY7gi Fl��arr. aaaws ,.KP4"�.2Lp`-&3 COMMENTS: Type of Inspection: -S ‘I-5 /I e.d e e: ('A iTh 2 rpm Gle( L. --- : Ai Special Instructions: k. ' A �c � UiVs D r G to 13 -.I - 6 n s p r; /JC-L q' Z-) f -a (Ocii rdt.-cti6 z. e24 i ‘ A( J 'LT i` c { r Ski s - . r la' ,s r' 21i 10,Afi , 1yK -e. l9 '" ,, �s�. C 5,/ p it i ► JA ; 7- n ((1 _. -Pr 5 D A S A , a- � 1Q.:1 I - V i \N Tr-K S Qom' C-4 1 ^j a 4 ii STEm , r\,5 1 1 S,A n Project: / J �� W ` CJ Type of Inspection: -S ‘I-5 /I e.d e e: ('A Address: �� 3355- S 12v — eL Date Called: / / Special Instructions: k. ' A �c � UiVs D r G to 13 -.I - Date Wanted: all /0 " 24 o Requester: r - 130 _no? -*e INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. nspec INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRIED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Date: 46 8 �T. 4.. J COMMENTS: Type of Inspection: 1�3 Address: 55 C ) ZO Q 7 1.. Date Called: C r I iJpr I Lotet./ Date Wanted ,r� 1 o _. r �e /a.m.- Lpn- • r I ke -i-cc; X14 t tc- N - 4-- (4 L 1)Q.,•.2 ( ,a Phone No: 2D6- 73d- -j 16 r iI/Lt a A LeA L LI I i'1 r.ry A 71- >r ,, 4 L k.r. 3- ... Alp p fav D 0 [G4 /IOW e__on.evo. -tdr _'p Project: 1 11 1e dd5vJ`T' Type of Inspection: 1�3 Address: 55 C ) ZO Q 7 1.. Date Called: Special Instructions: Date Wanted ,r� 1 o _. r �e /a.m.- Lpn- • Requester: Phone No: 2D6- 73d- -j 16 Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 altb- Receipt No.: 'Date: PERMIT NO. [DO8-Z7e, (206)431 -36 Corrections required prior to approval. Insp) t.r: .� $60.00 REINSPECTION F REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. D ie: co Q ApA COMMENTS: ` A414 / o ✓.i ( �i'« 0 t / -- Ft0�r --- Cd ups -,mac — f9 eiNej ,4--Nr /L kr -- l,J A j ( �1---'.- I JA- Atj 1- f ) )- J& M( . c- 1 L5 (s r A'IY „,- 1» /t-L / 90 3" F( 3 1t p - * 14 t ?_ ( Ifkie r /1 I. r. L' M ( (, 14. 1' ,, (,A1 r J ( A. e. 1 1 A--.- .Pr i 4 s a S i aV_ j r S�Luf r f _ 1 A - S rn ,) ► f c. Se d f SJ ■ Ali ) t 4 .af 0 A. •I 1. C S( Af .4 (0 --j- 1 { p `7 41 -e . Al eA g f fc f) 1 R ii _ coat Project: CCI0 S3� _ Type of Inspgction: _t_ LA) B Address: 3355 I ►it) PL Date Called: Special Instructions: Date Wanted: I ,r_ 06 . d,ix► � f p.m. Requester: Phone 4, ' — ill +0 d 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dab -2'14 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t ?. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: f COMMENTS: P .n /ate 449 i9/ V 6 s voy-Xli.A.p9- _, rc2 47141,06v 4papti / ,L j iNP - c-,1,A- !.c%I It is/ etT/ 4-np-ovi e el 0 /pw , - beaR 4 - riri%a/b4,i�v`t/ Special Instructions: St "?/ //n/ S v4 rf .r A /J/ m 4"/S' , 4464 T" n?/ ,23- 4P4094ri t I ,yt.4i 1 Project: /( /,/ � Type p f A e 55 5 /26 p Date Called: Special Instructions: Datnte .� ve„ a�u. Requester: C 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Receipt No.: 'Date: 7d 60.00 REINSPECTIO . FEE REQUI ° ED. Prior to inspection, fee must be paid at 6300 Southcent Blvd.; S ite 100. Call to schedule reinspection. COMMENTS: k.,_? A . 13 bewl isa.t, 6 04 c 1/ - )tAA:t-ikc.,teg„, -4z 1(44c Date Called: ) U40-40 \- `a LLLJJJ f ` Af _ a.r; • Requester: • Phone No: "730 --) tor f /wn ��∎_ 1 { i Z i A a D44,4 '� 1 � 1 l � 1I rY %. Ak , C w � - �. P r 1 w A \ Pro Typg nspe Ion: Address: 335 S )2,6 P1_ Date Called: Special Instructions: Data tte� C. • _ a.r; • Requester: Phone No: "730 --) tor INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • Ej Approved per applicable codes. Insp .NJ Receipt No.: Corrections required prior to approyal. 60.00 REINSPECT! ' {V FEE REQUI • D. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Sui e 100. Call to schedule reinspection. 'Date: COMMENTS: Q�r ff I A� 1) ( U J i £/\ 6 f Type of Inspection: — f 2 tt1 1 q — f /(x-1,' - Scr-etti k. Address: 33 5S Date Called: 3 ` f- (o c /1 / ,'-e. S.'. ---eic Pet SUe L. Special Instructions: ec F0 ^ -1—C4 0 K 4 V AT Avg Date Wanted: c j 1 1 " or ✓'— - Requester: V Al (c}r= � 0^- (e, f d ) 4 /4 Phone No 1/0 (p —' 7 3 4 1(°f' 7 Lr 5L l)A cfrokAk W * e-: / • JwW " 4k; Yom) III i r r I) 6 A e ,,, 193: f < r h- e. j G 1C *I A. V * 5t r( Project: , Type of Inspection: — R k. Address: 33 5S Date Called: Special Instructions: ec F0 ^ -1—C4 0 K 4 V AT Avg Date Wanted: c j 1 1 " or ✓'— - Requester: Phone No 1/0 (p —' 7 3 4 1(°f' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Aa-io (Date: q ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: �a� COMMENTS: part- A_)9 b n - 'Ali)/ 0...) C- 1 / „)F. O f i i - Car1) t ),ti . 1 f .— c, L ,_ ” LJ I f 'I'M C n1 .. -i p. LlL /€ 0 IpQf r r k s . A A l.J e (..- � r et • e. i i , , 1 -- Q it * ,A1,$ a o or J j- CLs o r( A 7 S e... N - i C SLl A-F As ; -, (. p r Q /1 C r 'C 4 J. -.-i s Special Instructions: j eu',.S` a Cis r 14 A c`)' a ?� k r, ' 2 , J Project: ' . (J 5 ..� , / ( Type of 4 - 0ecth c - Adr 55 r _ 17 a ' 1 LI it Date Called: Special Instructions: Date Wanted: 1 ' 2 , J a.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: rate:1 / ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be, paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: 5 2",!':.-1.... ,. -,5^ . eW..� a� ,:'.* _e �Y ^T� Project: ( 1 C ro' FT Type of Inspection: - / A in i A/ G Address: '3SS 5 /2i P/ Date Called: Special Instructions: Date Wanted: C l ? ids Requester: Phone No: _2 )(n — 73t - /Iw)/ INSPECTION RECORD Retain a copy with permit bn 9-276 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (� CO 4- -a S L; pjw ., C� fl Tv 01k1E s l c - ci3q FC ' / /06 J $6 .00 REINSPECTION FEE QUIRE Prior to inspection, fee must be p d at 6300 Southcenter Blvd. uite 00. Call to schedule reinspection. Receipt No.: 'Date: Project:, --y` A Cf v s A H Type of Inspectjon: �� S�P - Address: 33 SS 5„ !� + Date Cal ed: _ _ Special Instructions: . 6 C -)- jai(i 4' u S D," r 0 r6or k ter-re. OA 3 La-- re�,lt/ Date Wanted: 0 - 2S U %,..41,.....n p.m. Requester: Phone No JO&' isce —3461 A-A INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dad - PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Du IL (D A„ 5 re6-\\A-t s rti� Inspector (Date: - 23"- (a el ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje�c i —• IAA ( C 0 — fu -( Type of Inspec � , t,J .. 0 Address: ` .� 3355 J J�,F r (n (Z Date Called: X cf'Q t iv.. ? Special Ins c 4 r � i 7 f �/ .. j V,�> rf siCL D • . Date Wanted: ,.m. pp m. Requester: Phone No: Z6 c - -73o —i(o INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Doe c, Corrections required prior to approval. COMMENTS: � -\ A- A fo r A ,.{ rtf 1k't 4 —P --o3 b Inspect r: A AA J N „ Date: ?J OCR El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Ty of Inspection: P re (O - )vc.s+ Date Called: . Pie s , 4, /4 __At pik Special Instructions: / gi Date Wanted: 1 I— OS p.m. Requester: MOIF „ 'TO atT1 IN AS ' 0 ° o..Ar ��(�� pe 1 k --(-o o•/.,.\ , i �y. N ?_ Wet him1F -4-k -4 ' . ' �J W 4 Project: r >IC r Ty of Inspection: P re (O - )vc.s+ Date Called: Addr ess: 5. S ' Z a PL Special Instructions: / gi Date Wanted: 1 I— OS p.m. Requester: Phone N 6 — 7 '06 — 3q61 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'bos z7(.l PERMIT NO. (206)431 -367 Aoved per applicable codes. El Corrections required prior to approval. 0.00 REINSPECTION F €E REQUIRE . Prior to inspection, fee must be paid at 6300 Southcentef Blvd., Suite 00. Call to schedule reinspection. ec =ipt No.: Dat L( (Date: PrMt A � S TvP »fl r t Q usii e/ , 445 Address: 5 3 /2 U Pi- Date Called: Special Instructions: Date Wanted 63.-//-69e p.m. Requester: Phone No: 6 -.39 -4# ( Dad -Z76 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION' Q. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - Sc), e 4I Q- CO331- !` Date: E1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: b Project: ,c,tLU50 1 Type of Inspecti n : Address: 33 Suite #: , 1601 . \Zor '( Contact erson: MA/24k CtftwS, i. Special Inst uctions: Permits: Phone No.: " Needs Shift I pection: `J Sprinklers: 1 ' ,Fire Alarm: Vf.6 A Hood & Duct : NI _ Monitor: A ... ‘N i o., pq,t c0. Pre -Fire: to v o e Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Mob- 140 PERMIT NUMBERS *pproved per applicable codes n Corrections required prior to approval. COMMENTS: - �c ;Au Eat. IN ATI t-1 D ufs • '60 1\ Inspector: 4• /5/2_ . • • I Date: i J3r /pi • Hrs.: 1 - $80.00 REINSPECTION FEE REQUIRED. .you wild tec1iie an invoice from /loe t e City of Tukwila Finance Department. CCIl to schedule a reinspection. .1 Word /Inspection Record Form.Doc . 1/13/06 � T.F.D. Form F.P. 113 Project: PA% c-Rodyok '1;4 5 Type of Inspection: . - Address: 335 Suite #: . . 11,o Pt„ , / Contact Person: NVekit-tt 611)A00, . Special Instructions: S - i Phone No.: .1 Needs Shift Inspection: Sprinklers: - Fire Alarm: Hood & Duct: Monitor: . Pre-Fire: i S - Permits: Occupancy Type: . , • 1 •,•#' ••• (,) INSPECTION NUMBER PERMIT NUMBERS • CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 • 206-575-4407 „,• II Approved per applicable codes. COMMENTS: • Geo,04. )T4trkt1T4 " o 7_6km k.:ito bit! 5 - - 5>A0 - 1 4 irr A-46. vq6A . CA, — VKCI 4 PrO Lk( at,i PerrAlAt Coev ' C(opex,- c.,0L0 INSPECTION RECORD Retain a copy with permit Word/Inspection Record•Form.Doc 1/13/66 n Corrections required prior to approval. F $80.00 REINSPECTION FEE REQUIRED. You will receive an ihvoice from I the City or TOkwila Finance Department.. Call schedule a reinspection. • . trw, T.F.D. Form F.P. 113 V • Inspector: . g i Date: 1 a Hrs.: • • . I. • Project: 1 K 5 CAI r Cog -4-i / -- Type of Inspection: _ r Ark-4... e "'-- Address: 3 3 S S Suite #: S, tz o Pt_ Contact Person: LkhgAti, A i►a` '"i Special Instructions: Permits: Phone No.: Needs Shift Ins pection: - Sprinklers: ii Fire Alarm: _ Hood & Duct: Monitor: _ - Pre -Fire: Permits: Occupancy Type: - rsr°LA:xw;7.; pro•:, E! vk: ?;.: r.+, rcf# ?�N+: a? �e .- m�:�=== Ul::iea:f�_, '+u- +,+c•PY��'�"i'�,.- 4:.rzaa:t INSPECTION NUMBER INSPECTION , ECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT I' 2. o) -4,- y PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 206 - 575 -4407 pproved per applicable codes. n Corrections required prior to approval. COMMENTS: Ai I— Icor t Inspector: 00 ... $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department Call to schedule a reinspection: Word /Inspection Record Form.Doc 1/13/06.. . T.F.D. Form F.P. 113 Project: -j-, 5 Sprinklers: . Type of Inspection: . pl i u kl. 0 Hood•& Duct: Address: 335 S Suite #: /t 7 i 7..0 Pi_ • Contact Person: L — rri j Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood•& Duct: • Monitor: _ Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. ti INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206 -575 -4407 Corrections required prior to approval. p - 2aCo o 910 PERMIT NUMBERS Y COMMENTS: n1 �1 5�t= t iv t2F s -AI 1 r- 0 ,4 009 9 O- -f½ 1 A t k , Nki I rt 11/441491 A. -� s1O 4A ge,r650 Pi Am foie, TR- s c1t ontie,i • Inspector: Pub ' 512. Date: it /13 ) oS { Hrs.: $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 Form.Doc 1/13/06 . T.F.D. Form F.P. 113 Project: 6-.. M i GA2l 4 • Typpe Inspection: . Address: .,,, Suite #: • ° C ontact Person: , Special Instructions: Phone No.: ' Needs Shift Inspection: Sprinklers: Fire Alarm?, Hood & Duct: - Monitor: Pre -Fire: Permits: Occupancy Type: i • 1 ..:: ........,.. INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 9 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 206 -575 -4407 Corrections required prior to approval. J COMMENTS: pg 2 3..- / U - _ irh' r (7 2W C Pm) two e /5-29-t• P'23- Hidrazga 4 g It 110 r F' PL1_tt _ c \U A I i il4P / fit " 1/4/,, dr:" , fi g • Il . Inspector:. >aledityA ji H rs.: Date: ivei m n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 el 1 MAYES TESTING ENGINEERS, INC. January 28, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Microsoft TK5 Data Center 3355 South 120 Place Tukwila, WA MTE Project No. L08267 Gentlemen, Special inspection was provided for: cc: Sean James — Microsoft Corporation John Radick — Microsoft Corporation Gary Lauritsen — Microsoft Corporation Bruce Cohen — Callison Architecture, Inc. Allen Tucker — Engineers Northwest, Inc. Kerry May — Olympic Associates Mark Gibbons — Lease Crutcher Lewis Patrick McQueen — Lease Crutcher Lewis Alan Stewart — Lease Crutcher Lewis FEB 02 2009 CV .t DEVELOPMENT •7C REVISED FINAL LETTER Permit # D08 -276, IWO #O`' This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. • Reinforced Concrete • Steel Decking • Reinforcing Steel Placement • Structural Steel Erection • Epoxy Grouted Anchors • Structural Steel Fabrication • Epoxy Grouted Dowels • Fire /Smoke Ceiling @ Headwalls /Penetrations • Expansion Anchors • Hand Patching Spray Applied Fireproofing To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Timothy G. Beckerle, P.E. Branch Manager Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. January 30, 2009 CALLISON 1420 5 Avenue, Suite 2400 Seattle, WA 98101 ATTN: Bruce Cohen RE: TK5 Data Center Expansion 3355 S. 120 Place - Tukwila, WA 3 Floor Equipment Anchorage Bruce: The ASM Modular Access Floor system was structurally designed to resist seismic lateral forces from the dead and supported equipment weights on the system. Equipment anchorage was reviewed for resistance to sliding and overturning. Enclosed are the recommended anchorage details for equipment located on the 3 Floor of Microsoft TUK5. No additional overhead bracing is required for this equipment. Only two equipment items, IBF & MDF, exhibited any net overturning force of 240 lbs or 120 lbs per %° dia anchor rod. Please feel free to contact us if you need any further assistance. Sincerely, ENGINEERS NORTHWEST, INC., P.S. Allen Tucker, P. Principal AT:jk 99136034 • 0 www.enwseattle.com ECEIVE D EPARTM E N T p - Z - �� o 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 P5500 UNISTRUT OR EQUAL "o HILTI KB CHORS © 36 "o /c MICROSOFT TK5 3RD FLOOR EQUIPMENT DETAILS ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 TYP. EQUIPMENT ANCHORAGE Scale: 3/4 " =1' -0" BOS & MS —OPS 1.0k IDF & MDF 0.6k COMPUTE ® 2.0k NOTE: DMX ON ISOBASE & FRICTION PAD. NONE REQ'D ASM RAISED ACCESS FLOOR 3RD FLOOR EQUIPMENT ANCHORAGE TftIL ft "o ALL— THREAD 4 LOCATIONS EA UNIT -- CONT. P1000 UNISTRUT OR EQUAL EXIST. SLAB JOB NO:99136034 • NEWTON PIPE STAND OPEN FLOOR LOCATIONS ASM RAISED ACCESS FLOOR S MICROSOFT TK5 E 1 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 Scale: 3/4"=1' —0" 3RD FLOOR EQUIPMENT DETAILS ■ PIPE STAND MOUNTING P1000 UNISTRUT OR EQUAL 3 STRING SPAN TYP. EXIST. SLAB "0 BOLTS ENG'D: A. TUCKER OWN: M.G.L JOB NO:99136034 DATE: 1 -30 -09 SHEET: SF2.3 CST Engineering Department 16711 West Valley Highway Tukwila, WA 98188 (425) 656 — 4589 tel (425) 656 — 4620 fax Patrick McQueen Lease Crutcher Lewis Tuk 5 Data Center 3333120' Place Tukwila, WA. 98188 Thursday January 29, 2009 Dear Mr. McQueen Congratulations on your new installation of Caterpillar generators. The generators have been installed by LCL and your appointed sub contractors as well as commissioned by NC Power Systems per Caterpillar guidelines. The attached warranty will be in effect as of the date of "in service" projected to be February 6 2009. The warranty will be in effect for 2 years from that date per the attached warranty document. Thank you again for installing Caterpillar generators. Best regards, c64 Courtney Jones Sr. Project Engineer /cc Arkadiy Ter - Meliksetov, Dean Buno Attach: SELF5419 Caterpillar Limited Warranty Document. Corporate Headquarters: P.O. Box 3562, Seattle, Washington 98124 Branches: Seattle, Mt. Vernon, Everett, Port Angeles, Chehalis, Yakima, and Wenatchee, Washington; Anchorage, Fairbanks, Juneau, Kodiak, and Dutch Harbor, Alaska ECE E JAN 31 2CO3 DEPARTMENT p 2 -2 6 17900 W. Valley P.O. Box 88338 Seattle, WA 98138 (425) 251 -5877 FAX (425) 251 -6423 SELF5.319 Effective with sales to the first user on or after February 1, 2008 CATERPILLAR LIMITED WARRANTY Industrial, Petroleum, Locomotive, Agriculture Engine Products and Electric Power Generation Products Worldwide Caterpillar Inc. or any of its subsidiaries (:"Caterpillar ") warrants new and Remanufactured engines and electric power generation products sold by it (including any products of other manufacturers packaged and sold by Caterpillar), to be free from defects in material and workmanship. This warranty does not apply to Caterpillar Motoren (CM) product, engines sold for use in on- highway vehicle or marine applications, engines in machines manufactured by or for Caterpillar, 3500 and 3600 Family engines used in locomotive applications, 3000 Family engines, C0.5 through C4.4 and ACERT (C6.6, C7, CO, C11. C13, C15, C18, C27, and C32) engines used in industrial applications, or Caterpillar brand batteries. These products are covered by other Caterpillar warranties. This warranty is subject to the following: Warranty Period • For new industrial engines, engines in a Petroleum application or Petroleum Power Systems, or engines in a Locomotive application. or Uninterruptible Power Supply (UPS) systems, the warranty period is 12 months after date of delivery to the first user. • For Mobile Agricultural applications and Automatic Transfer Switch (ATS) products the warranty period is 24 months after date of delivery to the first user. • For electric power generation products in prime or continuous applications the warranty period is 12 months. For standby applications the warranty period is 24 months /1000° hours. For emergency standby applications the warranty period is 24months /400 hours. All terms begin after date of delivery to the first user. • For all Remanufactured engines, the warranty period is 6 months (12 months for mobile agricultural ` and standby electric power generation applications) after date of delivery to the first user: Caterpillar Responsibilities If a defect in material or workmanship is found during the warranty period, Caterpillar will, during normal working hours and through a place of business of a Caterpillar dealer or other source approved by Caterpillar: • Provide (at Caterpillar's choice) new, Remanufactured or Caterpillar- approved repaired parts or assembled components needed to correct the defect. Note: Items replaced under this warranty become the property of Caterpillar. • Replace lubricating oil, filters, coolant and other service items made unusable by the defect. • Provide reasonable or customary labor needed to correct the defect, including labor to disconnect the product from and reconnect the product to its attached equipment, mounting. and support systems, if required. For new 3114, 3116 and 3126 engines and electric power generation products (including any new products of the other manufacturers packaged and sold by Caterpillar). • Provide travel labor, up to four hours round trip if, in the opinion of Caterpillar, the product cannot reasonably be transported to a place of business of a Caterpillar dealer or other source approved by Caterpillar (travel labor in excess of four hours round trip, and any meals, mileage, lodging, etc. is the user's responsibility). For all other products: • Provide reasonable travel expenses for authorized mechanics, including meals, mileage,', and' lodging, when Caterpillar chooses to make the repair on -site. User Responsibilities The user is responsible for: • Providing proof of the delivery date to the first user. • Labor costs, except as stated under 'Caterpillar Responsibilities ", including costs beyond those required to disconnect the product from and reconnect the product to its attached equipment, mounting and support systems. • Travel expenses not covered under "Caterpillar Responsibilities ". • All costs associated with transporting the product to and from the place of business of a Caterpillar dealer or other source approved by Caterpillar. • Premium or overtime labor costs. • Parts shipping charges in excess of those which are usual and customary. • Local taxes. if applicable. • Costs to investigate complaints, unless the problem is caused by a defect in Caterpillar material or workmanship:` • Giving timely notice of a warrantable, failure and promptly making the product available for repair. • Performance of the`required maintenance (including use of proper fuel, oil, lubricants and coolant) and items replaced due to normal wear and tear. • Allowing Caterpillar access to all electronically stored data. (continuer/ an; reverse side...) E. A, -ra.D Limitations Caterpillar is not responsible for: • Failures resulting from any use or installation which Caterpillar judges improper. • Failures resulting from attachments, accessory items and parts not sold or approved by Caterpillar. • Failures resulting from abuse, neglect and /or improper repair. For products operating outside of Australia. Fiji. Nauru. New Caledonia, New Zealand, Papua New Guinea, the Solomon Islands and Tahiti, the following is applicable: NEITHER THE FOREGOING EXPRESS WARRANTY NOR ANY OTHER WARRANTY BY CATERPILLAR, EXPRESS OR IMPLIED, IS APPLICABLE TO ANY ITEM CATERPILLAR SELLS WHICH IS WARRANTED DIRECTLY TO THE USER BY ITS MANUFACTURER. THIS WARRANTY IS EXPRESSLY IN LIEU OF ANY OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, EXCEPT CATERPILLAR EMISSION - RELATED COMPONENTS WARRANTIES FOR NEW ENGINES, WHERE APPLICABLE. REMEDIES UNDER THIS WARRANTY ARE LIMITED TO THE PROVISION OF MATERIAL AND SERVICES, AS SPECIFIED HEREIN. CATERPILLAR IS NOT RESPONSIBLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. CATERPILLAR EXCLUDES ALL LIABILITY FOR OR ARISING FROM ANY NEGLIGENCE ON ITS PART OR ON THE PART OF ANY OF ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN RESPECT OF THE MANUFACTURE OR SUPPLY OF GOODS OR THE PROVISION OF SERVICES RELATING TO THE GOODS. IF OTHERWISE APPLICABLE, THE VIENNA CONVENTION (CONTRACTS FOR THE INTERNATIONAL SALE OF GOODS) IS EXCLUDED IN ITS ENTIRETY. For personal or family use engines or electric power generation products, operating in the USA, its territories and possessions, some states do not allow limitations on how long an implied warranty may last nor allow the exclusion or limitation of incidental or consequential damages. Therefore, the previously expressed exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights. which vary by jurisdiction. To find the location of the nearest Caterpillar dealer or other authorized repair facility, call (800) 447 -4986. If you have questions concerning this warranty or its applications, call or write: In USA and Canada: Caterpillar Inc., Engine Division, P. 0. Box 610, Mossville, IL 61552 -0610, Attention: Customer Service Manager, Telephone (800) 447 -4986. Outside the USA and Canada: Contact your Caterpillar dealer. SELF5419 • Failures resulting from user's delay in making the product available after being notified of a potential product problem. • Failures resulting from unauthorized repair or adjustments, and unauthorized fuel- setting changes. • Damage to parts, fixtures, housings, attachments, and accessory items that are not part of the engine or electric power generation product (including any products of other manufacturers packaged and sold by Caterpillar). • Repair of components sold by Caterpillar that is warranted directly to the user by their respective manufacturer. Depending on type of application, certain exclusions may apply. Consult your Caterpillar dealer for more information. For products operating in Australia, Fiji, Nauru, New Caledonia, New Zealand, Papua New Guinea, the Solomon Islands and Tahiti. the following is applicable: THIS WARRANTY IS IN ADDITION TO WARRANTIES AND CONDITIONS IMPLIED BY STATUTE AND OTHER STATUTORY RIGHTS AND OBLIGATIONS THAT BY ANY APPLICABLE LAW CANNOT BE EXCLUDED, RESTRICTED OR MODIFIED ( "MANDATORY RIGHTS "). ALL OTHER WARRANTIES OR CONDITIONS, EXPRESS OR IMPLIED (BY STATUTE OR OTHERWISE), AF'E EXCLUDED. NEITHER THIS WARRANTY NOR ANY OTHER CONDITION OR WARRANTY BY CATERPILLAR, EXPRESS OR IMPLIED (SUBJECT ONLY TO THE MANDATORY RIGHTS), IS APPLICABLE TO ANY ITEM iATERPILLAR SELLS WHICH IS WARRANTED DIRECTLY TO THE USER BY ITS MANUFACTURER. TO THE EXTENT PERMITTED UNDER THE MANDATORY RIGHTS, IF CATERPILLAR IS THE SUPPLIER TO THE USER, CATERPILLAR'S LIABILITY SHALL BE LIMITED AT ITS OPTION TO (a) IN THE CASE OF SERVICE:;, THE SUPPLY OF THE SERVICES AGAIN OR THE PAYMENT OF THE COST OF I PAVING THE SERVICES SUPPLIED AGAIN, AND (b) IN THE CASE OF GOODS, THE fIEPAIR OR REPLACEMENT OF THE GOODS, THE SUPPLY OF EQUIVALENT GOODS, THE PAYMENT OF THE COST OF SUCH REPAIR OR REPLACEMENT OR THE ACQUISITION OF EQUIVALENT GOODS. CATERPILLAR EXCLUDES ALL LIABILITY FOR OR ARISING FROM ANY NEGLIGENCE ON ITS PART OR ON THE PIT OF ANY OF ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN RESPECT CF THE MANUFACTURE OR SUPPLY OF GOODS OR THE PROVISION OF SERVICES RELATING TO THE GOODS. CATERPILLAR IS NOT LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES UNLESS IMPOSED UNDER MANDATORY RIGHTS. IF OTHERWISE APPLICABLE, THE VIENNA CONVENTION (CONTRACTS FOR THE INTERNATIONAL SALE OF GOODS) IS EXCLUDED IN ITS ENTIRETY. This warranty covers every major component of the products. Claims under this warranty should be submitted to a place of business of a Caterpillar dealer or other source approved by Caterpillar. For further information concerning either the location to submit claims or Caterpillar as the issuer of this warranty, write Caterpillar Inc., 100 N. E. Adams St., Peoria, IL USA 61629. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. January 30, 2009 CALLISON 1420 5 Avenue, Suite 2400 Seattle, WA 98101 ATTN: Bruce Cohen RE: TK5 Data Center Expansion 3355 S. 120 Place — Tukwila, WA 3 Floor Equipment Anchorage Bruce: ECM y;` ED JAN J 1 2C''3 DEPARTMENT Jv0 -2?6 The ASM Modular Access Floor system was structurally designed to resist seismic lateral forces from the dead and supported equipment weights on the system. Equipment anchorage was reviewed for resistance to sliding and overturning. Enclosed are the recommended anchorage details for equipment located on the 3r Floor of Microsoft TUK5. No additional overhead bracing is required for this equipment. Only two equipment items, IBF & MDF, exhibited any net overturning force of 240 Ibs or 120 Ibs per W dia anchor rod. Please feel free to contact us if you need any further assistance. Sincerely, ENGINEERS NORTHWEST, INC., P.S. Allen Tucker, P. Principal AT:jk 99136034 • 0 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattte.com P5500 UNISTRUT OR EQUAL i"0 HILT! KB ANCHORS 36 "o /c MICROSOFT TK5 3RD FLOOR EQUIPMENT DETAILS ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 TYP. EQUIPMENT ANCHORAGE BOS & MS —OPS ® 1.0k IDF & MDF 0 0.6k COMPUTE ® 2.0k NOTE: DMX ON ISOBASE & FRICTION PAD. NONE REQ'D ASM RAISED ACCESS FLOOR 2 7. 3RD FLOOR EQUIPMENT ANCHORAGE T s L Scale: 3/4 " =1' -0" 06 ALL— THREAD 4 LOCATIONS EA UNIT CONT. P1000 UNISTRUT OR EQUAL EXIST. SLAB SHEET: SF2.3 SK9 NEWTON PIPE STAND OPEN FLOOR LOCATIONS ASM RAISED ACCESS FLOOR MICROSOFT TK5 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 yr PIPE STAND MOUNTING 3RD FLOOR EQUIPMENT DETAILS P1000 UNISTRUT OR EQUAL 3 STRING SPAN TYP. "0 BOLTS ENG'D: A. TUCKER JOB NO:99136034 DATE: 1 -30 -09 SHEET: SF2.3 SK2 MAYES TESTING ENGINEERS, INC. January 26, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Microsoft TK5 Data Center 3355 South 120 Place Tukwila, WA MTE Project No. L08267 Gentlemen, A REVISED FINAL LETTER Permit # D08 -276 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Reinforced Concrete • Steel Decking • Reinforcing Steel Placement • Structural Steel Erection • Epoxy Grouted Anchors • Structural Steel Fabrication • Epoxy Grouted Dowels • Fire /Smoke Ceiling @ Headwalls /Penetrations • Expansion Anchors • Hand Patching Spray Applied Fireproofing To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Timothy G. Beckerle, P.E. Branch Manager cc: Sean James — Microsoft Corporation John Radick — Microsoft Corporation Gary Lauritsen — Microsoft Corporation Bruce Cohen — Callison Architecture, Inc. Allen Tucker — Engineers Northwest, Inc. Kerry May — Olympic Associates Mark Gibbons — Lease Crutcher Lewis Patrick McQueen — Lease Crutcher Lewis Alan Stewart — Lease Crutcher Lewis MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 30 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 1/15/09 Cloudy Fireproofing None Inspected completion of fireproofing patching, firestopping at top of rated walls, and through -wall penetration of rated wall firestopping at "Generator Room" and "UPS Room." All locations complete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. s ~tNPED I. 71 J NMTV t. pr t'11G T INSPECTOR: Tom Cain E - MAILED .JAN 19 2009 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 imothy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. January 14, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Microsoft TK5 Data Center 3355 South 120 Place Tukwila, WA MTE Project No. L08267 Gentlemen, Special inspection was provided for: Sincerely, MAYES TESTING ENGINEERS, INC. Timothy G. Beckerle, P.E. Branch Manager JAN 2 0 ?,/A We trust that this provides you with the information which you require. Should you have any questions give us a call. cc: Sean James — Microsoft Corporation John Radick — Microsoft Corporation Gary Lauritsen — Microsoft Corporation Bruce Cohen — Callison Architecture, Inc. Allen Tucker — Engineers Northwest, Inc. Kerry May — Olympic Associates Mark Gibbons — Lease Crutcher Lewis Patrick McQueen — Lease Crutcher Lewis Alan Stewart — Lease Crutcher Lewis FINAL LETTER Permit # D08 -276 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. • Reinforced Concrete • Steel Decking • Reinforcing Steel Placement • Structural Steel Erection • Epoxy Grouted Anchors • Structural Steel Fabrication • Epoxy Grouted Dowels • Fire /Smoke Ceiling @ Headwalls /Penetrations • Expansion Anchors To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 29 Date: Weather: Inspection: Sample(s): L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 12/9/08 (indoors) Fireproofing N/A Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continuation of fireproofing and wall penetration firestopping as previously reported. Completed today are west side of corridor wall along J -line; and walls at grids 12 to 14/J to H. Work is complete and per plans. Also, verified firestopping at top of electrical /mechanical shaft at top of 2nd floor walls (underside of 3rd floor). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Tom Cain E- MAILED DEC 3 0 2008 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Timdthy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila II/AYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Perm! o.: Bldg ept. Owner: Architect: Engineer: Contractor: Page 28 Date: Weather: Inspection: Sample(s): L08267 MICR S, QFT TK5 DATA CENTER 3355 S 120th Pace, Tukwila, WA D08 -276 City of T Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 12/8/08 (indoors) Structural Steel, Epoxy N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected epoxied bolts and steel erection and welding for support steel at new concrete /masonry wall openings at south wall of UPS room and SW corner of generator room (main door to outside) per detail U /S- F -2 -1. Inspected welding at support steel for new masonry wall opening at east wall of UPS room per detail U /S- F -2 -1. Epoxied bolts were 5/8" diameter with 4 -1/2" embed using Hilti RE -500 SD epoxy after thorough cleaning of holes. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Cain RECEIVED DEC 3 0 2008 COMMUtr1, Y DEVELOPMENT E - MAILED DEC 1 9 2000 REVIEWED BY: .,�,Qu,P , A - ti mo by G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MA YES TESTING ENGINEERS, INC. .v. MTE No.: Project: Address: Permi o.: Bldg ept. Owner: Architect: Engineer: Contractor: Page 27 Date: Weather: Inspection: Sample(s): L08267 MI TT OSQFK5 DATA CENTER 355 S 120th P® ce, Tukwila, WA D08 -276 City of Tu REVIEWED BY: Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 12/3/08 (indoors) Fireproofing N/A PECETilED DEC 2 6 2008 uaVELOPMair INSPECTOR: Tom Cain Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continued with inspection of fireproofing patching and firestopping at roof and wall penetrations as previously reported. Inspected and found complete today, inside of corridor along grid J from 8 to 12. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. E MAILED EEC 0 0 ;t mot y G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 28 Date: Weather: Inspection: Sample(s): REVIEWED BY: toko,lr,4w.,*tr.w414*.orritrirt " L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 12/9/08 (indoors) Structural Steel, Epoxy N/A Timo y G. Beckerle, P.E. RECEIVED DEC 2 3 2008 COMMUNITY DEVELOPMENT INSPECTOR: Tom Cain Lynnwood Office 20225 Cedar valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected epoxied bolts and steel erection and welding for support steel at new concrete /masonry wall openings at south wall of UPS room and SW corner of generator room (main door to outside) per detail U /S- F -2 -1. Inspected welding at support steel for new masonry wall opening at east wall of UPS room per detail U /S- F -2 -1. Epoxied bolts were 5/8" diameter with 4 -1/2" embed using Hilti RE -500 SD epoxy after thorough cleaning of holes. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. E- MAILED DEC 15-2008 cc: Allen Tucker - Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 26 Date: Weather: Inspection: Sample(s): L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 11/3/08 Cloudy Fireproofing N/A Continued with inspection of fireproofing patching and firestopping of roof and wall penetrations as previously reported. The following locations are now complete: 1. Grids 14- 16 /A -H 2. North side of demising wall 3. Asset management room 4. Above security room 5. Entry corridor, grid 13 south To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: y G. Beckerle, P.E. INSPECTOR: Tom Cain Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 E- MAILED NOV 0 7 2008 cc: Allen Tucker - Engineers Northwest; Bruce Cohen - Callison Architecture; John Radick, Sean James, Gary Lauritsen - Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons - Lease Crutcher Lewis; Bldg Dept - City of Tukwila MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit N Bldg De Owner: Architect: Engineer: Contractor: Page 24 Date: Weather: Inspection: Sample(s): REVIEWED BY: LO ICROSO 3355 S 120th D08 -276 City of Tu TK5 DATA CENTER lace, Tukwila, WA ila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 10/15/08 Cloudy Structural Steel, Fireproofing N/A • -rf. RECEIVED pr r 2 20(18 C u,. . INSPECTOR: Tom Cain E- MAILED OCT 222008 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected welding of roof level mechanical curbs to tube steel supports for RTU -1 -1, P -1, and P- 2. Welds visually acceptable and in accordance with RFI #13.1. Continued with inspection begun on 10 -10 -08 of roof level fireproofing patching and firestopping of conduit penetrations. Fireproofing complete A -G and firestopping A -F. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Timothy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No Bldg Dep Owner: Architect: Engineer: Contractor: Page 23 Date: Weather: Inspection: Sample(s): LO Inspected welding for roof level mechanical unit curbs welded to TS frame for RTU -1 -2 and RTU- 1-6. Welds were visually acceptable and in accordance with RFI #13.1. Inspected welding for roof level load bank support steel frame. Welds were visually acceptable and in accordance with Detail 8/S- F -2.3. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: CROSO 3355 S 120 D08 -276 Tukwila TK5 DATA CENTER Place, Tukwila, WA Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 10/13/08 Cloudy Structural Steel N/A INSPECTOR: Tom Cain Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 - (AILED OCT 17 2008 TimothG. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 22 Date: Weather: Inspection: Sample(s): Inspected welding for roof level mechanical unit curb to tube steel support RTU -1 -8 per RFI 13.1. Welds visually acceptable. Inspected work in progress on roof level fireproofing patching using Monokote MK6HY and roof and wall penetration fire- stopping using Hilti FSI or Hilti CP672 "Speed Spray." Work is being completed at grids D to H in an acceptable manner. Arranged for final inspection on Wednesday, 10- 15 -08. Preliminary Inspection REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 10/10/08 Part Cloudy Structural Steel, Fireproofing N/A thy G. Beckerle, P.E. RECEIVED OCT 2 0 2008 COMMUNITY DEVELOPMENT INSPECTOR: Tom Cain Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 E- MAILED OCT 16 2008 cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 21 Date: Weather: Inspection: Sample(s): Inspected welding of roof level mechanical units RTU -1 -4 and RTU -1 -5 to tube RFI 13 -1. Welds visually acceptable per AWS. To the best of our knowledge, items inspected this date are in accordance with and specifications. REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 10/8/08 Clear Structural Steel N/A Timothy G. Beckerle, P.E. RECEIVED OCT 2 0 2008 COMMUNITY DEVELOPMENT INSPECTOR: Tom Cain €= MAILED OCT 13 2000 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 steel supports per approved plans cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 71 °F M ater/Cement Ratio: 0.434 1 Date Made 09/11/08 09/11/08 it 0004 1 0004 F0004 09/11/08 09/11/08 Remarks: Sample # 0004 Microsoft TK5 Data Center 3355 South 120th Place Tukwila, WA Microsoft Corporation Engineers Northwest Lease Crutcher Lewis 65 °F Inside Concrete Glacier Northwest 226047 3300 CONCRETE LABORATORY TEST REPORT Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 28524 I Placement Location and Notes: i 28525 28526 28527 5.25" Technician(s): Wirtz, T. Tested by: Pauly, K. 10/09/08 RECEIVED OCT 2 0 2008 COMMUNITY DEVELOPMENT FIELD DATA ASTM C31 and C172 NR 09/12/08 Actual Entrained Air (ASTM C231) Sample(s) Rec'd: Utiloder trench section and adjoining slab on grade infills at level 1 generator room. COMPRESSION TEST RESULTS (ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Type of Fracture j 09/18/08 7i 4 x 8 _ 57030_]1_4.00 r 10/09/08 28 1 4 x 8 10/09/08 1 1 28 L x 8 j 69840 [28 IL 4x8 67310 69900 1 Mix Proportions: Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Fine Aggregate Water Required Strength: (fc) 4000 psi @ 28 days 3.99 3.99 3.99 Reviewed by: Project No: L08267 Issued on: 10/10/08 Sample Set ID: 45129 Permit # (s): D08 -276 Original: Revised: ❑ Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98038 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 564.0 lbs 1,982.0 lbs 1,322.0 lbs 245.0 lbs 12.571 4540 j r Type 5 j' 12.50 i 5380 l LType 5 ' 12. 56 5590 J L Type 5 ' 12.50 J 5590 7 Type 3 Timoth G. Beckerle, P.E. Branch Manager E- MAIL OCT 14 1008 MTE 1050-1C, Rev 4, 08/22/07 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 20 Date: Weather: Inspection: Sample(s): L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 10/3/08 Structural Steel N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed inspection of welding and fireproofing for mechanical curbs and framing. Visual inspection of sheet steel welding for curbs on RTU3 and RTU7 was in compliance with RFI 13.1. Inspection of fireproofing at Level 3, grid A to E found these conditions: repairs to frames tested on 9/29/08 were patched and found acceptable. Found wall support clips from D to E are not fireproofed and sealed. Found new roof penetrations need fire sealed. These are for the area between grid A to E. Preliminary Inspection Fireproof and seal wall angles and roof penetrations. REVIEWED BY: Timothy G. Beckerle, P.E. INSPECTOR: Mike Virgilio RECEIVED RECEIVED OCT 14 2008 COMMUNITY DEVELOPMENT cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MA YES TESTING ENGINEERS, INC. r k8 'E .ozS;Xli MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 19 Date: 10/1/08 Weather: Inspection: Structural Steel, Fireproofing Sample(s): N/A Performed fire seal inspection for columns and penetrations on the wall at gridlines J/14 to 16, Level 3, prior to drywall installation. Inspection was also performed on shaft penetrations at H/13. Found fire seals properly placed at these locations. Visual inspection of fan frames at grid J/15 was welded in accordance with the approved plans. Reinspection of welding for north -south 4x4 angles rejected on 8/15/08 were corrected and found acceptable to structural plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis INSPECTOR: Mike Virgilio Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED OCT 1 2008 CQlMli Dtv €U.;,, ' Timothy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. rw r ^1).- 4,* MTE No.: Project: Address: Permit No.: Bldg Dept: Owner: Architect: Engineer: Contractor: Page 18 L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis Date: 9/29/08 Weather: -- Inspection: Structural Steel, Fireproofing Sample(s): N/A Inspected welding and fireproofing for mechanical equipment framing on the roof and level 3 at grid J/13 and A/13. Found welding on the mechanical frames on the roof at J/13 and A/13 -14 acceptable to structural drawings and RFI 75 and 76. Inspection of fireproofing at level 3 A to E found patching of existing material acceptable. Found frames at J/15 to G/15 with some areas below the required thickness. Found smoke seals for the head of walls on the wall along A -J/14 north side complete with exception of wall penetrations and wall support angles. Dave (LCL) was informed. Preliminary Inspection Complete (1) smoke seal on A -J/14 wall. REVIEWED BY: imothy G. Beckerle, P.E. INSPECTOR: Mike Virgilio E OCT 0 2 2008 RECEIVED OCT 14 2008 COMMUNITY DEVELOPMENT Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 cc: Allen Tuckdr — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. cs?:'"",..'..'' S: isllit ..'+'!:'34Yns:`.:i�'4`r�.'1'9 MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 17 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/25/08 Structural Steel N/A Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed inspection of welding on fan openings and wall clips at the roof level. Found welding of angle frames for fan openings at the roof on grid G.15.5 acceptable to the structural drawings. Found welding on clips for the stud - framed wall along gridline 14/B to J acceptable on the south elevation. Welding is ongoing for the north side. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Virgilio Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 E MAILED OCT 012009 RECEIVED OCT 14 2008 D EVELOPMENT COMMUNITY TimoThy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MN I GS TESTING ENGINEERS, INC. :: 9:! E3ssfit4F .i6`.'<'`Che'�e'M:i�Xf..fr.'. 04 MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 16 L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis Date: 9/23/08 Weather: Inspection: Structural Steel & Epoxy Sample(s): N/A • Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed inspection of welding and epoxy on diagonal braces along H line from grid 14 to 16. Inspection found welding at this location acceptable to AWS D1.1. Inspector witnessed epoxy of bolts for mechanical pads on level 1 in the mechanical room on grid J/12. J bolts were placed in 6 mechanical pads. Holes were properly drilled and cleaned per the engineer's directive and the epoxy manufacturers specifications. Hilti RE 500 SD epoxy was used. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: M � Timoth . Beckerle, P.E. INSPECTOR: Mike Virgilio E MAILED OCT 01 2008 RECEIVED 1 2008 OCT coM MUN► Q ELOPmENT cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 76 °F Water /Cement Ratio: ` [Slump (ASTM C143) t�. 08/26/08 0.428 Microsoft TK5 Data Center 3355 South 120th Place Tukwila, WA Microsoft Corporation Engineers Northwest Lease Crutcher Lewis 72 °F Inside Concrete Glacier Northwest 221701 3300 I Initial Storage Temp. (ASTM C31) _Placement Location and Notes: Set 1 of 1. Concrete was placed in 19 slab on metal deck infills in the third floor between gridlines 13 -16 x A -J. Sampled midload at 8 cubic yards total. COMPRESSION TEST RESULTS (ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) 26795 0001 08/26/08 11 0001 1 26796 1 08/26/08 0001 08/26/08 j 0001 26798 1 09/23/08 Remarks: 26797 Technician(s): Wagner, W. Tested by: Hootman, D. CONCRETE LABORATORY TEST REPORT NR 5" 09/02/08 09/23/08 09/23/08 r Entrained Air L (ASTM C231) Sample(s) Rec'd: 7 I 28I 28 28 FIELD DATA ASTM C31 and C172 NR 08/27/08 4x8 Actual L56020 4 x 8 J 777590 L4 x 8 r 4x8 78650 77020 Mix Proportions: Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Fine Aggregate Water Required Strength: (f c) 4000 psi @ 28 days Dia (in) Area Strength (psi) Type of Fracture 3.99 4.00 L4.00 E_MPILED SEP 2 6 2008 Project No: Issued on: Sample Set ID: Permit # (s): D08 -276 Original: Revised: 12.50 Reviewed by: 4.00 112.57 12.57 F 6260 12.57 L 6170 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98036 ph 425.742.9360 fax 425.745.1737 L08267 09/24/08 44772 Weight (per cu.yd) 562.5 1,971.5 1,318.7 240.6 lbs lbs lbs lbs 4480 Type 5 Type 3 i ` Type 3 H 6130 1 LType 4 • Timothy O' Beckerle, P.E. Branch M REC EIVED SEP 2 9 2008 commute Distazunseir MTE 1050-1C, Rev 4, 08/22/07 /I/AYES TESTING ENGINEERS, INC. J?:�i S ers": �"- ra 'C��tit°,.':*S`��"l.:usxrvwyls4! MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 15 L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis Date: 9/19/08 Weather: Inspection: Structural Steel & Fire Seal Sample(s): N/A REVIEWED BY: - /14ON . A- othy G. Beckerle, P.E. INSPECTOR: Mike Virgilio E- MAILED SEP 2 6 2008 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed inspection of welding and fire seal at level 3 and roof level. Inspection was performed on the mechanical frame curb on the roof at grid B/14 -15. Welds were found acceptable on the steel frame. Added plates on the top west rail are not yet installed. Inspection of partial installation of head of wall fire seal was performed at these locations: top 8 foot of columns on J/14 and J/15, top of wall along H/14 to 16, excluding last 4 feet which is not installed, south side of the wall on 14 line from A to J line. The lower frames of beams penetrating 14 line wall have not been completed. Inspection found the above items as specified acceptable to the contract documents. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. RECEIVED SEP 2 9 1008 COMMUNnTy DEVELOPMENT cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) i 73 °F [ Water /Cement Ratio: 1 0.669 Required Strength: (f c) 3000 psi @ 28 days Set 1 of 1. Concrete was placed into utilidor trench footing at grids D/13.8. Sampled at 7 of 7 cubic yards placed. Placement Location and Notes Date Made Sample # 08/25/08 08/25/08 08/25/08 08/25/08 Remarks: [0002 0002 0002 P0002 Microsoft TK5 Data Center 3355 South 120th Place Tukwila, WA Microsoft Corporation Engineers Northwest Lease Crutcher Lewis 62 °F Rain Concrete Glacier Northwest 221271 3000 [ Initial Storage Temp. (ASTM C31) i Slump (ASTM C143) COMPRESSION TEST RESULTS (ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Area Strength (psi) Type of Fracture 26885 NR 4" 7 1 F39140 26886 28 ] 287 4x8 26887 26888 09/01/08 09/22/08 [ 09/22/08 09/22/08 Technician(s): Hermundson, N. Tested by: Pratt, C. CONCRETE LABORATORY TEST REPORT Entrained Air (ASTM C231) 28 FIELD DATA ASTM C31 and C172 Design _ 1 Mix Proportions: NR Sample(s) Rec'd: 08/26/08 4x8 4x8 4x8 65160 64520 Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Fine Aggregate Water 4.01 4.00 6664 4.00 4.00 12.63 Reviewed by: Project No: L08267 Issued on: 09/23/08 Sample Set ID: 44795 Permit # (s): D08 -276 Original: 0 Revised: L 3100 [12.57 ; L 5190 H12.57 L 5300 12.57 IL 5130 -- Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98036 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 423.0 lbs 1,925.0 lbs 1,410.0 lbs 283.0 lbs I Type 3 , rType 5 1 ,* Type 5 j* Type 5 ]* Tim • y G. Beckerle, P.E. Branch Manager E- MAILED SEP 2 b 2008 ccCEIVED SEP 2 9 2008 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. COMMUNITY DEVELOPt LENT All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050 -1C, Rev 4, 08/22/07 MAYES TESTING ENGINEERS, INC ... 17. 46: ;+ w?' i:F '. C�c"tLkN :n. .11.0a Ve Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 71 °F COMPRESSION TEST RESULTS (ASTM C31, C39, C617, C1231, C780, C109, C1019 orAASHTO T22 Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 1 I L 0004 j 28524 F09/11/08 I L 0004 11 285251 09/11/08 r 0004 1 09/11 /08-L 0004 28527 Remarks: Notes: Microsoft TK5 Data Center 3355 South 120th Place Tukwila, WA Microsoft Corporation Engineers Northwest Lease Crutcher Lewis 65 °F Inside Concrete Glacier Northwest 226047 3300 Initial Storage Tem Entrained Air (ASTM C31) (ASTM C231) 28526 09/18/08 Technician(s): Wirtz, T. Tested by: Hootman, D. CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 Actual Project No: Issued on: Sample Set ID: 45129 Permit # (s): D08 -276 Original: Revised: Mix Proportions: Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Fine Aggregate Water NR NR Water /Cement Ratio: L Slump (ASTM C143) r Sample(s) Rec'd: 0.434 5.25" 09/12/08 Required Strength: (fc) I Placement Location and Notes 4000 psi @ 28 days Utiloder trench section and adjoining slab on grade infills at level 1 generator room. Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98036 ph 425.742.9360 fax 425.745.1737 L08267 09/22/08 Weight (per cu.yd) 564.0 lbs 1,982.0 lbs 1,322.0 lbs 245.0 lbs when applicable) Area Strength (psi) Type of Fracture 7 J Li 4 x 8 I L 57030 4.00 1 i 12.57 I 4540 J L?yi?e 5 10/09/08 IL 28 [ 4 x 8 II 1 0.00 0.00 1 T 71_ NA 10/09/08 1 28 4 x 8 7! -] 0.00 l I 0.00 1E_ j[___ NA _ L10/09/08 !La [ 4 x 8 I[ 7 P 0.00 1 LI0.00 J - IL NA • Reviewed by: % , / Timothy G. Beckerle, P.E. ( Branch Manager E- MAILED SEP 2 6 2008 RECEIVED SEP 2 9 2008 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing EttatdtT1( See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. DEVELOPMENT All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050-1c, Rev 4, 08/22/07 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 13 L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis Date: 9/17/08 Weather: -- Inspection: Structural Steel, Epoxy Sample(s): N/A Visually inspected 1/4 -inch fillet weld all around tube steel for "Above Roof Mechanical Unit Support Curb" as per 3/S -F -2.3 and AWS D1.1 -06. Visually inspected 3/8 -inch fillet weld for the same structure on three sides as per RFI # 69.1 and AWS D1.1 -06. Inspected using these two versions at the top and bottom of the east most posts of unit 6, 7, and 8, at about grids J.3/14.1 to 15.6. Visually inspected welding fixes of "Fan Frames" at the roof level at grids E to G/15 to 16 as per AWS D1.1 -06. This closes the nonconforming report by M. Virgilio on 9/12/08. Inspected epoxy of 5/8 -inch "J- bolt" at 24 inches on center per "Equipment Pad" sketch drawn by A. Stewart on 7/14/08 for the generator room at grids C to D/14 to 15 with 4 -inch embedment. All holes cleaned as per the manufacturer's recommendations and filled with Hilti HIT RE -500 in 3/4- inch diameter holes with a lot number of 08- 05- 08- 15 -00 -L3 and 08- 05- 08- 15 -01 -L3 both with an expiration date 05/2009. Inspected Hilti KB3 3/4 "X7" wedge anchors with a minimum 4 3/4 -inch embedment for (4) air shaft supports on level 3. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: i�Lti� DL Timothy G. Beckerle, P.E. INSPECTOR: Beorn Edmonds E -MAIL E SEP 23 2008 cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick,S Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease C City of Tukwila RECEIVED SEP 2 9 2008 • 1;4 i Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 ary Idg Dept — MAYES TESTING ENGINEERS, INC. se Iliiit•I i 'ffi�OSrtabk Gi MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 14 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/17/08 Structural Steel N/A Performed visual inspection of welding for mechanical frames on the roof level on grid F.5 to H.2 / 14, frames P.1 and P.2. Inspection of frame P.1 was only performed on the south side rail, the north side was not complete. Inspection of frame P.1 south and P.2 was acceptable to the structural drawings. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. othy G. Beckerle, P.E. INSPECTOR: Mike Virgilio Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 E MAILED SEP 23 2008 RECEIVED SEP 2 9 2000 cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radic ir zo‘;‘.taaMEWarY Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC +r:`L a s rff A1r "1t.4t s e Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) Water /Cement Ratio: 0.669 65 °F Clear Concrete Glacier Northwest 224238 3000 73 °F NR Placement Location and Notes: II Set 1 of 1. Utilidor walls 14/C to D.5. Date Made Sample # Lab # 09/04/08 l 0003_ ] [ 278631 r 09/04/08 11 0003 j LQ9/04/08 ] L0003 J [ 27865 X09/04/08 1L0003 117866 Remarks: Microsoft TK5 Data Center 3355 South 120th Place Tukwila, WA Microsoft Corporation Engineers Northwest Lease Crutcher Lewis 1 Initial Storage Temp. (ASTM C31) Slump (ASTM C143) 11 27864 CONCRETE LABORATORY TEST REPORT 10/02/08 10/02/08 10/02/08 1 Inspector(s): Cain, T. Tested by: Hootman, D. FIELD DATA ASTM C31 and C172 Design _ Mix Proportions: Ingredient Weight (per cu.yd) Cement - -Type I & II 423.0 lbs Coarse Aggregate 3/4" 1,925.0 lbs Fine Aggregate 1,410.0 lbs Water 283.0 lbs Entrained Air (ASTM C231) NR Sample(s) Rec'd: - Project No: Issued on: Sample Set ID: Permit # (s): D08 -276 Original: 0 Revised: ❑ 5" 09/05/08 Required Strength: (fc) 3000 psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface 09/11/087 L 7 j L 4 x 8 -] [ 33780 4.00 L_12.571 28 ] i 4 x 8 t � I i o.007Po.00 28 lr 4x8 it i o.00 0.00 4x8 jr 11 0.00 11 0.00 JI I 28 Reviewed by: Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98036 ph 425.742.9360 fax 425.745.1737 L08267 09/16/08 44989 Strength (psi) Break Type _ [ Type 5 j* JL NA 7* J[ NA I' IL NA I. 2690 L Timothy G. Beckerle, P.E. Branch Manager E - MAIL [ 0 SEP 23 2008 RECEIVED s NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature SEP 2 91009 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing ngineers, Inc. c;UC IALINiTY OdVELbPMjh1p50 -1 C, Rev 2, 10/18/ MA YES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 11 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/12/08 Structural Steel N/A NONCONFORMING CONDITIONS Repair welds on fan frames at grid E -G/15. 'Timothy G. Beckerle, P.E. INSPECTOR: Mike Virgilio Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed inspection of welding of mechanical frames at grids E -G/15 and G to J/15. At the roof level 1 inspection was also performed on fan frames on grids E- G/15 -16 at the roof level. Found the frame at grid G to J/15 acceptable. The frame on E to G/15 was partially complete between grids E.5 to F.2/15. These welds were acceptable and the location of complete work was marked. Found welds on the fan frames unacceptable on a majority of the connections. Each location was marked for repair and Evergreen foreman was informed. E- MAILED SEP 18Za RECEIVED SEP 2 2 2008 COMMUNITY DEVELOPMENT cc: Allen Tucker - Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MA YES TESTING ENGINEERS, INC. ; ikltav .Z 4h MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 12 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/15/08 Structural Steel N/A To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. • INSPECTOR: Mike Virgilio Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected welds on mechanical frames at the roof on grid E -G/15. The frame found partially complete was found to be acceptable and is complete. An additional frame just north of this one was also found acceptable. E- MAILED SEP 1 a la RECEIVED Timothy G. Beckerle, P.E. SEP 2 2 2008 cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean Jam vec9PMEN T Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. 1:J.n r s" MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 9 Date: Weather: Inspection: Sample(s): L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/10/08 Sunny 54 °F Epoxy Dowels N/A s_• Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed the application of epoxy dowels at generator room area, sheet A -C -01 detail 02. Total (32) holes and dowels set at this area. Dowels were #4 bar at 18" o.c. with an embedment of 8 ". Refer to S -F -21, Section B. Total (74) holes were drilled at generator area at utilidor trench of gridline 14.25 on D -line. Refer to sheet S -C -01, sheet S -F -01, Section B. Holes were 5/8" dia. with an embedment of 8" at 18" o.c. Holes were drilled with a rotary hammer drill with a 5/8" dia. masonry bit attached. Holes were blown out, brushed and blown out again. Hilti HIT- RE500 -SD was inserted by applicator gun per manufacturer's instructions. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Timoth G. Beckerle, P.E. INSPECTOR: Bret Griffin RECEIVED SEP 2 2 2008 COMMUNITY DEVELOPMENT cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila E- MAILED SEP 16 2008 MAYES TESTING ENGINEERS, INC c�tyD,� MTE No.: Project: Address: Permit No.: Bldg Dept: Owner: Architect: Engineer: Contractor: Page 10 Date: Weather: Inspection: Sample(s): L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/11/08 (indoors) Reinforced Concrete (4) 4x8's Checked reinforcing steel placement for the utilidor trench section and adjoining slab -on -grade infills at Level 1 generator room between grids B and D+ and between 13 and 15. Reinforcing steel placement was per B /S- F -2.1. Observed satisfactory line pump placing and mechanical consolidation of 20+ cubic yards of Glacier Northwest concrete mix #3300, 4000 F'c, at these locations. Slump was 5 -1/4 ", and sample temperature was 71 °F. One set of (4) 4x8 lab cure test cylinders were made for compressive strength analysis. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. � v REVIEWED BY: Timothy G. Beckerle, P.E. INSPECTOR: Todd Wirtz Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED SEP 2 2 2008 COMMUNITY DEVELOPMENT cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila I E MAILED SEP 1 61008 i MTE No.: Project: Address: Permit No Bldg Dept Owner: Architect: Engineer: Contractor: Page 8 Date: Weather: Inspection: Sample(s): TESTING ENGINEERS, INC. L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/8/08 Structural Steel N/A 4 !w • Performed inspection of structural steel welding for air handling unit structures on the roof level. Repairs were performed on welds rejected on 9/3/08. Reinspection found the welds at B -D/15 for added beams per RFI 41 acceptable. Inspection for (1) curb (frame 3) at grid B -D/15 acceptable to structural drawings. Found welding of shear clips for added shaft frames on level 2 and 3 on grid J -H/12 acceptable to RFI's 26 and 36. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Virgilio Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED SEP 15 2008 COMMUNiTY D EVELOPMENT E- MAILED SEP 1 U 200$ REVIEWED BY: / /1 / Timothy G. Beckerle, P.E. cc: Allen Tucker - Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary City of Tukwila Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — 0. 41;,'n r 'i''Yr15W4I MV!b fitVAt:F 1i}YyX."+i.'.MtreiLIii:..t. ISIM 85I Project Name: Site Address: Client: Engineer: Contractor: YE Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : r S ample Temp. initial Storage Temp (ASTM C1064) [ (ASTM C31) Remarks: Tested by: Pratt, C. TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Microsoft TK5 Data Center 3355 South 120th Place Tukwila, WA Microsoft Corporation Engineers Northwest Lease Crutcher Lewis 62 °F Rain Concrete Glacier Northwest 221271 3000 NR FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) Design RECEIVED SSP 1 2008 COMMUNITY IIEVELOPMENT • Technician(s): Hermundson, N. Reviewed by: Project No: L08267 Issued on: 09/09/08 Sample Set ID: 44795 Permit # (s): D08 -276 Original: Revised: 0 151 I Mix Proportions: Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Fine Aggregate Water Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98036 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 423.0 1,925.0 1,410.0 283.0 lbs lbs lbs lbs 73 °F NR ;Water/Cement Ratio:' [Slump (ASTM C143) 9 [ Sample(s) Rec'd: 0.669 4" 08/26/08 Required Strength: (Pc) [Placement Location and Notes:( 3000 psi @ 0 days Set 1 of 1. Concrete was placed into utilidor trench footing at grids D/13.8. Sampled at 7 of 7 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Type of Fracture [ 08/25/08 11 0002 }I 26885 1 L 09/01 /08 J [ 4 x 8 I L39140 i L 4.01 L 12.63 ] 1 3100 ][ Type 3 [ 08/25/08110002 I 1 26886 ] [ _ 09/22/08 I L 28_11__ 4 x 8 _J r T0.00 ] 1 0.00 [ ._I r NA 08/25/08 II j [ 26887 1T09/22/08 09/22/o8 11281 L 4 x 8 1 L j (_0.00 0.00 11_ - — L08/25/08_1[_0002_11, 26888] 1 09/22/08 _ _ I 2 8 Jr L 4 x 8 I L [ 0.00_1 0.00 I L . - I NA :J. Timothy G. Beckerle, P.E. Branch Manager E- MAILED SEP 1 Notes: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050-1C, Rev 4, 08/22/07 s' ,F a.v. la , s'6 ^ { F M.A t. W.' 1145Z MTE No.: Project: Address: Permit No. Bldg Dept. Owner: Architect: Engineer: Contractor: Page 7 Date: Weather: Inspection: Sample(s): TESTING ENGINEERS, INC. L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/4/08 Clear Reinforced Concrete (4) 4x8 cylinders Final reinforcing steel inspection and concrete placement of utilidor 14/C to D.5 walls. Reinforcing steel was according to plans. Contractor placed approx. 8 cubic yards of Glacier concrete mix #3000 using bucket and forklift. Sampled concrete and cast (4) 4x8 test cylinders. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Cain E-MAILED SEP 10 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED SEP 15 2008 COMMUNITY DEVELOPMENT REVIEWED BY: o , /Timothy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary City of Tukwila Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — MAYES TESTING ENGINEERS, INC. "ti w,et1 �. A., .5'5 ' 4:3" MTE No.: Project: Address: Permi BI Dept.: Owner: Architect: Engineer: Contractor: Page 5 Date: Weather: Inspection: Sample(s): L08267 MICROSOFT TK5 DATA CENTER Place, Tukwila, WA : D08 -276 ukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 9/3/08 (indoors) Epoxy Dowels N/A Observed the installation of (10) #4 vertical dowels placed into a 5/8" dia. hole with a 5" embedment. There were (10) horizontal #4's installed into existing concrete. There was an 8" embedment. Since there were holes on the other side that were drilled and epoxy was pushing out, I had LCL place more epoxy to ensure proper coverage. Epoxy was Hilti -RE 500SD as per RFI by A. Tucker. Holes were blown out, brushed, and blown out again, and epoxy was installed with a manufacturer's cordless application gun. Refer to Sheet A -C -01. Location was a utilidor at grids C.5 to D.5 between 13 -14. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Bret Griffin Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 E- MAILED REVIEWED BY: a' imothy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 6 Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis Date: 9/3/08 Weather: Inspection: Structural Steel Sample(s): N/A Inspected structural steel welding for mechanical framing on the roof of Building 3333. Found welding of mechanical curb frames at grid B -D/15 acceptable to the structural drawings. Inspection of added beams and shear clip welds as shown on RFI 41 were not as required by this RFI. The added beam web interferes with welding one (1) side of the shear clip. Several of the welds do not meet AWS profiles. Per phone conversation with CPL engineer, welds must be 5/16 ". This was not shown on the RFI. Welds as they exist are 3/16" to 1/4 ". This condition will require rework for final acceptance. Preliminary Inspection L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA D08 -276 City of Tukwila INSPECTOR: Mike Virgilio E- MAILED SEP 1 Z0M Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED SEP 15 2008 COMMUNITY DEVELOPMENT REVIEWED BY:/ / Timothy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila ":^„'f'Ie.!f 2l7!'3i AVW...u*}.::S4i7:dM1.'w''ri7 :t:..,.;. MTE No.: Project: Address: Permit No.• Bldg De.t.: Owner: Architect: Engineer: Contractor: Page 3 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 335 ! • Place, Tukwila, WA City of Tukwila TESTING ENGINEERS, INC. Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 8/26/08 (indoors) Concrete (4) 4x8 Cylinders RECEIVED srp 0 2008 liNoly LOPMENT Onsite to sample concrete placed in (19) slab -on -metal deck in -fills in the 3rd floor between gridlines 13- 161A -J. RFI #14 clarifies that no additional dowels or reinforcing required. Observed the placement of 8 cubic yards of mix #3300, supplied by Glacier NW, in the above in- fills. Concrete was placed by motorized buggy and hand shovel. Consolidation was by mechanical vibration. Cast a set of (4) 4x8 cylinders to represent concrete placed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Wally Wagner Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 E -- MAILi_t imothy G. Beckerle, P.E. cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila vfr " '�.7.r9.. - RtE. MTE No.: Project: Address: Permit N Bldg D• pt.: Owner: Architect: Engineer: Contractor: Page 4 Date: Weather: Inspection: Sample(s): REVIEWED BY: TESTING ENGINEERS, INC. L08267 MICROSOFT TK5 DATA CENTER ace, Tukwila, WA 08 -276 ukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 8/25/08 (indoors) Reinforcing Steel, Reinforced Concrete (4) 4x8 Cylinders Inspected the reinforcing steel of the utilidor trench footing located at grids D/13.8. Verified the grade, size, spacing, placement, clearances, and cleanliness of reinforcing steel. Reinforcing steel was placed per plans and specifications. Observed the placement of 7 cubic yards of Glacier Northwest concrete mix #3000. Method of placement was forklift and crane bucket while consolidation was performed mechanically. Cast one set of (4) 4x8 cylinders for compression testing. Concrete was placed per plans and specifications. Items placed are described above. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. • Timothy G. Beckerle, P.E. i ~ . NED 0 2008 idiMUNrTY os_VELOPMEN INSPECTOR: Nate Hermundson E- MAILED SEP 0 4 2008 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 cc: Allen Tuck err — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila MAYES TESTING ENGINEERS, INC. 11= :'44 5544Th , .61 MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MICROSOFT TK5 DATA CENTER 3355 S 120th Place, Tukwila, WA 008 -276 City of Tukwila Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 8/25/08 Visual N/A RECEIVED SEP 0 2 2008 COMMUNITY DEVELOPIIpENT INSPECTOR: Todd Wirtz Performed visual welding inspection for slab -in -fill support framing at Level 3 at nine locations south of gridline 13. Field welds meet LCL approved RFI #26 (attached) for clips to beams and channels to clips, and weldments meeting AWS D1.1 -06 visual acceptance criteria. Also looked at the metal deck puddle welds to the channels at every flute to be sized 3/4" dia. and meeting AWS D1.3 acceptance criteria. Performed follow -up visual welding inspection of roof penetration framing for AC units at P -2, and at #4 west opening. Field welding rework, connections made per 4/S -F -2.3 and to be visually acceptable per AWS D1.1 -06. This clears up item mentioned in MTE Skip Szurek's field report of 8/15/08. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. E AUG 2 8 2008 Timothy G. Beckerle, P.E. cc: Allen Tucker — ngineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila to- Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 LEASE CRUTCHER LEWIS RFI No. 26 Issued 8/1/2008 Project TK5 Data Center Type Structural Spec Issued to Callison Building 1420 5th Avenue Suite 2400 Area Seattle, Washington 98101 Attention Bruce Cohen Copy to Phone 206.623.4646 Fax Item Beam Coping Reference DWG SF2.3 Enclosure Sketch of proposed change DESCRIPTION OF REQUEST In reference to detail 1/SF2.3, in order to speed up steel shop fabrication time and to reduce the amount of fire proofing we need to remove, please confirm it will be acceptable to add tabs to the connection points on the existing steel in lieu of coping the channels. If acceptable please provide size of tab and welding details. Reply by Saturday, August 09, 2008 RESPONSE �es See M1tate kt qtfhg Signed Date Proceed as Owner Authorized Representative File: S08936 RFI Notebook Page 1 of 1 Author Alan Stewart Date REQUEST FOR INFORMATION 3333 S. 120th PI Tukwila. WA 98168 T: 206.241.1125 F: 206.241.1568 E ED AUG 2 8 200 1 7A) 3 11 AccErtvEL FLCA5C tTOVVE - 1A13 51,? MI,r) DRAWN BY DATE MA YES TESTING ENGINEERS, INC . :rac.af4...?. • 25 Cedar Valley Road. Suite 110 Ph 425.742.9360 mwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E-2 Tacoma, WA 98499 7911 NE 33' Drive, Suite 190 Portland, OR 97211 Ph 253.584.3720 Fax 2 53.584.3707 Ph 503.281.7515 Fax 503.281.7579 Inspector: • L. y.,_ Hours: Time: to Inspector: Hours: Time: to Inspector: Hours: Time: to NONCONFORMING CONDITIONS/CORRECTIVE ACTIONS TAKEN: ' Project No.: 1 L Project: j Permit No.: Project Address: Owner: jf Engineer: C KJ LA.--) Architect: , 4,c L Contractor: L_ C. L-- Type of Inspection: . • Samples: Date: .7 1 L - ..:)-r-77 - 1's Tc Ye: SUMMARY: jj N t L.1,.1; H e C -)11 - 2, t..y • ‘4 I i L: LI Lit V - 'GLE NJ c. v C (I CI' t.ficL r w , A / -F-2. 3 tz t- L�L 1LJ7 iz-c To v LYG f•= - D I I V \ Page of Field Copy / Subject to Review . — Weather: 4 , ..et-4 ' - ••! Repted4o,day iri:;ponformAnce With anprpveffiplans:andspedificatreiri& t ;YoP' t :A! , 4 V5, 1i -flitr•VPI 1,, rqa, E-MAILED VT!, 2 S Poe MTE 1000-3C, Rev 2, 4/1/07 MAYES TESTING ENGINEERS, INC. 3:r::; ,11 MTE No.: Project: Address: Permit No.; Bldg Dept:: Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: Sample(s): REVIEWED BY: L08267 MIC 55 S 120t Place, Tukwila, WA D08 -276 City of kwila T TK5 DATA CENTER Microsoft Corporation Callison Architecture, Inc. Engineers Northwest, Inc. Lease Crutcher Lewis 8/15/08 (indoors) Structural Steel N/A Performed visual inspection of roof penetration framing for AC units 2, 3, 4 (east opening only), 5, 6, 7, 8, and P -2. Minor correction needed at south end of north -south 4x4 angle in west P=2 opening. Dave (LCL) notified for rework. Connections made per 4/S- F -2.3. Remainder of weldments found visually acceptable using AWS D1.1 visual acceptance criteria. Preliminary Inspection 4.46 C'CJ 4 - Timothy G. Beckerle, P.E. RECEIVED AU .008 COMMUNITY OFVEI- 9PMCNT RECEIVED AUG 2 5 2008 COMMUNITY DEVELOPMENT INSPECTOR: Skip Szurek "!AILED AUG 21 ' D9 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 cc: Allen Tucker — Engineers Northwest; Bruce Cohen — Callison Architecture; John Radick, Sean James, Gary Lauritsen — Microsoft Corporation; Alan Stewart, Patrick McQueen, Mark Gibbons — Lease Crutcher Lewis; Bldg Dept — City of Tukwila W STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. PILE copy Po it No. TK5 Data Center Ex -paosiQn (SABEY DATA' CENTER AFT: , ,, - _ , 3355 S. 126 .PLACE TUKWILA, WA -REVIBNED FOR CODE COMPLIANCE APPROVED JUL 0 8 2008 MAY 20 08 ENW JOB NO. 99 CITY OF TtKIMI.A MAY 1 3 ir.ii.iti PERMIT CENTER DfPIRES 08/28/2008 STRUCTURAL CALCULATIONS MAY 3 0 2008 REID MIDDLETON • • 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.enwseattle.com rl ENW ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEAT LE, WA 98115 (206) 525-7560 FAx (206) 522 -6698 PROJECT # PROJECT M e v040 J1 • L DATE SHEET OF SUBJECT Ppok pL- rsf P3ur � r 0 boolok4 6 110 7001,41 at Z 1JZ �a Al Ie& r►nk /kf 1 fv4.i 2 1 NVA-6 0 frt441filpy se wA BY .0):.• . k EQT. CODE: PROJ NO: 371047 DATE: 04/17/08 CAD DWG FILE: DRAWN BY: A.PHU CHECKED BY: S.SOLOMON SPLIT OUTS AIR (130WIDE x46 OPENING L) RETURN AIR OPENING (130Wx38L), 50,000 CFM ECONOMIZER DAMPERS PARALLEL BLADE WITH ELECTRIC ACTUATOR 30% FILTER 60% FILTER SUPPLY FAN NOTE: 1. VENDOR SHALL VERIFY DIMENSIONS MEET CONSTRUCTION AND PERFORMANCE REQUIREMENTS. BYPASS OPENING (120Wx12L) EVAP WASHER U BYPASS DAMPER w OPPOSED BLADE WITH MANUAL LOCKING QUAD. co (120Wx12L) u, DX COOLING COIL S UPPLY AIR OPENING 120Wx36L) 0,000 CFMM WITH BACK DRAFT DAMPER COMPRESSERS VESTIBUTE CONDENSER FANS 11' - 10 i.i.am3 II a.inmrm» 71007 4. SHEET TITLE ARRANGEMENT DRAWING 50,000 CFM PROJECT TK5 DATA CENTER SHEET . I OF . I 1 —2" 1 0' 1 1" co 0 z c Opening sizes and location dimensions shall be adhered to. - 0" NOTE: 1. VENDOR SHALL VERIFY DIMENSIONS MEET CONSTRUCTION AND PERFORMANCE REQUIREMENTS. Afcmsoft EQT. CODE: PROJ NO: 371047 DATE: 04/17/08 CAD DWG FILE: DRAWN BY: A.PHU CHECKED BY: S.SOLOMON SHEET TITLE ARRANGEMENT DRAWING 50,000 CFM AHU'S ROOF CURB PROJECT TK5 DATA CENTER SHEET . 2 OF . 2 SPLICED FOR SHIPMENT ELEVATION Q d' 10 10 • r �,o os ` l V/S I X 10.- k 5 � 0 si ` I V721 I X 10.-0" k 1 I 4, a U I 1 I N i 10 — O " / X N I at 1 —2" 1 0' 1 1" co 0 z c Opening sizes and location dimensions shall be adhered to. - 0" NOTE: 1. VENDOR SHALL VERIFY DIMENSIONS MEET CONSTRUCTION AND PERFORMANCE REQUIREMENTS. Afcmsoft EQT. CODE: PROJ NO: 371047 DATE: 04/17/08 CAD DWG FILE: DRAWN BY: A.PHU CHECKED BY: S.SOLOMON SHEET TITLE ARRANGEMENT DRAWING 50,000 CFM AHU'S ROOF CURB PROJECT TK5 DATA CENTER SHEET . 2 OF . 2 SPLICED FOR SHIPMENT ELEVATION I 41 F 2 N N SPLIT OUTSIDE AIR OPENING (130Wx46L) RETURN FAN RETURN I R OPENING (84Wx58L 37,000 C M ECONOMIZER DAMPERS PARALLEL BLADE WITH ELECTRIC ACTUATOR 30% FILTER 60% FILTER NOTE: 1. VENDOR SHALL VERIFY DIMENSIONS MEET CONSTRUCTION AND PERFORMANCE REQUIREMENTS. OX COOLING COIL UPPLY AIR OPENING 84Wx36L_ 7,000 CFM BACK DRAFT DAMPER COM PRESSERS VESTIBUTE CONDENSER FANS 0 8' -4" EQT. CODE: PROJ NO: 371047 DATE: 04 /17/08 CAD DWG FILE: DRAWN BY: A.PHU CHECKED BY: S.SOLOMON SHEET . 1 OF . 2 SHEET TITLE ARRANGEMENT DRAWING 37,000 CFM PROJECT TK5 DATA CENTER l ) ) Ltl3/ 3311 H IbVYO3I `/ `/ 1 /\1 11• i E riZEMMEMIXME 41711k VW 411111i ILIP $ Ilk 4,7I■ IIP I 41 F 2 N N SPLIT OUTSIDE AIR OPENING (130Wx46L) RETURN FAN RETURN I R OPENING (84Wx58L 37,000 C M ECONOMIZER DAMPERS PARALLEL BLADE WITH ELECTRIC ACTUATOR 30% FILTER 60% FILTER NOTE: 1. VENDOR SHALL VERIFY DIMENSIONS MEET CONSTRUCTION AND PERFORMANCE REQUIREMENTS. OX COOLING COIL UPPLY AIR OPENING 84Wx36L_ 7,000 CFM BACK DRAFT DAMPER COM PRESSERS VESTIBUTE CONDENSER FANS 0 8' -4" EQT. CODE: PROJ NO: 371047 DATE: 04 /17/08 CAD DWG FILE: DRAWN BY: A.PHU CHECKED BY: S.SOLOMON SHEET . 1 OF . 2 SHEET TITLE ARRANGEMENT DRAWING 37,000 CFM PROJECT TK5 DATA CENTER 1► a 7' -0 „l - ,SZ r A o s 1 c.).\\ 0 0., U, --s. „8 - ,Z l I 7._0.. i '' 7' -8" 0 0 r z Opening sizes and location dimensions shall be adhered to. 2 z 0 F- W J W NOTE: 1. VENDOR SHALL VERIFY DIMENSIONS MEET CONSTRUCTION AND PERFORMANCE REQUIREMENTS. EQT. CODE: PROJ NO: 371047 DATE: 04/17/08 CAD DWG FILE: DRAWN BY: A.PHU CHECKED BY: S.SOLOMON SHEET TITLE ARRANGEMENT DRAWING 37,000 CFM AHU'S ROOF CURB PROJECT TK5 DATA CENTER SHEET . 2 OF . 2 SPLICED FOR SHIPMENT 1_ Rev 510001 Description Roof B1 Existing W18x35 Worst Case Grid 14 -15 © B.1 DL LL ST Start Location End Location #1 #2 #3 0.208 Z� Si)S� 0.200 7_5 Q5� Dead Load 2.820 2.820 Live Load Short Term Location 9.390 21.220 Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def Query Defl @ Using: W18X35 section, Span = 30.00ft, Fy = 50.0ksi End Fixity = Pinned Pinned, Lu = 2.00ft, LDF = 1.000 Actual Moment 75.459 k -ft fb : Bending Stress 15.713 ksi fb / Fb 0.476: 1 Shear fv : Shear Stress fv /Fv Force & Stress Summary Reaction @ Left Reaction @ Rt Fa calc'd per 1.5 - 1, Maximum 75.46 k -ft 9.522 k 1.793 ksi 0.090 : 1 DL Only 52.96 9.41 k 6.41 9.52 k 6.52 -0.841 in 0.000 in 0.000 in -0.595 0.000 0.000 0.000 ft 0.000 9.41 6.41 9.52 6.52 K *Ur < Cc Title : Dsgnr: Description : Scope: Steel Beam Design Allowable 158.475 k -ft 33.000 ksi 106,200 k 20.000 ksi 9.41 9.52 -0.841 0.000 0.000 General Information Steel Section : W18X35 Fy 50.00 ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 30.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 2.00 ft Distributed Loads #4 #5 #3 #4 #5 « -- These columns are Dead LL LL +ST (di Center (al Center 75.46 . -0.841 0.000 0.000 0.000 0.000 9.41 9.41 9.52 9.52 0.000 0.000 0.000 0.000 #6 Date: #7 1 Point Loads #1 # 2 #6 #7 k k k ft Max. Deflection -0.841 in Length /DL Defl 605.2: 1 Length /(DL +LL Defl) 427.9: 1 + Live Load placed as noted - -» LL LL +ST A Cants (cD Cants k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Job # k/ft k/ft k/ft ft ft Page 1 11 Beam OK r Rev 510001 L 0.40 k/ft Rmax = 9.407 k Vmax @ left = 9.407 k 2.8ik Title : Dsgnr: Description : Scope : Steel Beam Design Mmax = 75.45 k -ft Dmax = - 0.8412 in 2.8tk Date: Job # Description Roof B1 Existing W18x35 Worst Case Grid 14-15 B.1 Section Properties W18X35 Depth 17.700 in Weight 34.99 #/ft r-xx 7.037 in Width 6.000 in I -roc 510.00 in4 r - yy 1.219 in Web Thick 0.300 in l -yy 15.30 in4 Rt 1.490 in Flange Thickness 0.425 in S-xx 57.627 in3 Area 10.30 in2 S -yy 5.100 in3 s# tr t q t 0.40 k/fl Rmax = 9.522 k Vmax @ A = 9.522 k Page 2 Rev. 510001 Description Roof B2 Existing W18x35 Worst Case Grid 13-14 H.8 General Information Steel Section : W18X35 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Dead Load Live Load Short Term Location Summary Using: W18X35 section, Span = End Fixity = Pinned Pinned, Lu Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def Query Defl @ #1 0.178 0.171 # 1 2.210 8.750 Maximum 72.34 k -ft Reaction @ Left 8.59 Reaction @ Rt 9.56 Fa calc'd per 1.5 - 1, K *L/r < 30.00 ft 0.00 ft 0.00 ft 2.00 ft #2 #2 #3 2.210 2.210 17_250 25.580 30.00ft, Fy = 50.0ksi = 2.00ft, LDF = 1.000 Actual 72.340 k -ft 15.064 ksi 0.456: 1 9.560 k 1.800 ksi 0.090: 1 Title : Dsgnr: Description : Scope: Steel Beam Design Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Distributed Loads #3 8.59 k 6.03 8.59 9.56 k 6.99 9.56 -0.789 in -0.578 -0.789 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 6.03 8.59 6.99 9.56 Cc #4 #4 Allowable 158.475 k -ft 33.000 ksi 106.200 k 20.000 ksi -0.789 0.000 0.000 0.000 8.59 9.56 #5 #5 Fy 50.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi 0.000 0.000 0.000 0.000 #6 #6 Date: Max. Deflection Length /DL Deft Length /(DL +LL Defl) #7 k/ft k/ft k/ft ft ft I Point Loads #7 k k k ft « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only Center (cD, Center (cD Cants @ Cants 53.45 72.34 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in Job # k k Beam OK -0.789 in 622.8: 1 456.4: 1 Page 1 Rev. 510001 Description Roof B2 Existing W18x35 Worst Case Grid 13 -14 @ H.8 Section Properties W18X35 0.34 k/ft Rmax = 8.590 k Vmax left = 8.590 k 2.21 k 30.00 ft Title : Dsgnr: Description : Scope: Steel Beam Design Date: Depth 17.700 in Weight 34.99 #/ft r -roc 7.037 in Width 6.000 in 1 ->a 510.00 in4 r -yy 1.219 in Web Thick 0.300 in l -yy 15.30 in4 Rt 1.490 in Flange Thickness 0.425 in S -xa 57.627 in3 Area 10.30 in2 S -yy 5.100 in3 2.2 r k Mmax = 72.34 k -ft Dmax = - 0.7887 in 2. 21 k Job # Page 2 0.34 k/ft Rmax = 9.559 k Vmax @r1= 9.559k Rev: 510001 Description Roof B3 Existing W21x44 Worst Case Grid 15 -16 @ B.1 General Information Steel Section : W21X44 Center Span Left Cant. Right Cant Lu : Unbraced Length LDistributed Loads #1 DL 0.208 LL 0.200 ST Start Location End Location Point Loads #1 #2 #3 Dead Load 2.820 2.820 2.820 Live Load Short Term Location 12.060 18.810 30.640 Summary Using: W21 X44 section, Span = 41.50ft, Fy = 50.Oksi End Fixity = Pinned - Pinned, Lu = 2.00ft, LDF = 1.000 Actual 157.909 k -ft 23.220 ksi 0.704: 1 Moment fb : Bending Stress fb / Fb Shear 13.663 k fv : Shear Stress 1 ksi fv / Fv 0.094: 1 Center Defl. Left Cant Defl Right Cant Def Query Defl @ -1.969 in 0.000 in 0.000 in 41.50 ft 0.00 ft 0.00 ft 2.00 ft -1.423 0.000 0.000 0.000 ft 0.000 Title : Dsgnr: Description : Scope : Steel Beam Design Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Allowable 224.419 k -ft 33.000 ksi 144.620 k 20.000 ksi -1.969 0 000 0.000 0.000 -1.969 0.000 0.000 0.000 0.000 0.000 0.000 Date: Fy 50.O0ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #2 #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft #4 #5 #6 #7 k k k ft Max. Deflection Length /DL Defl Length /(DL +LL Defl) Force & Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only Center A Center A Cants @ Cants Max. M + 157.91 k -ft 115.19 157.91 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 13.66 k 9.51 13.66 k Shear @ Right 13.56 k 9.41 13.56 k 0.000 in 0.000 in 0.000 in 0.000 0.000 in Reaction @ Left 13.66 9.51 13.66 13.66 k Reaction @ Rt 13.56 9.41 13.56 13.56 k Fa calc'd per 1.5 -1, K *L/r < Cc Job # Beam OK -1.969 in 350.0: 1 253.0 : 1 Page 1 Rev: 510001 I. L Description Roof B3 Existing W21x44 Worst Case Grid 15-16 B.1 Section Properties W21X44 Rmax = 13.662 k Vmax @ left = 13.662 k Title : Dsgnr: Description : Scope : Steel Beam Design Date: Job# Depth 20.660 in Weight 44.16 #/ft r -xx 8.053 in Width 6.500 in 1 -xx 843.00 in4 r -yy 1.262 in Web Thick 0.350 in I -yy 20.70 in4 Rt 1.570 in Flange Thickness 0.450 in S -xx 81.607 in3 Area 13.00 in2 S -yy 6.369 in3 2.8fk 2.8tk 2.8tk 040k /ft I I f T l I I I I 1 I I I 1 I 1 1 1 1 f 1 040k /ft 41.50 ft Mmax = 157.90 k -ft Dmax = - 1.9687 in Rmax = 13.561 k Page 2 Vmax@rt= 13.561k Rev 510001 Description Roof B4 Existing W24x55 Worst Case Grid 15'18dD C.1 General Information � Steel Section : W24X55 Center Span Left Cant. Right Cant Lu: Unbraced Length [� |iet�bmted � DL LL ST Start Locatio End Location Point Loads Summary Max. M + Max. M - Max. M @ Left Max M @ Right Shear @ Left Shear @ Right Cante,De0. Left Cant Defl Right Cant Def . Query DoO@ #1 0.182 0.175 #1 #2 #3 Dead Load 2470 2.470 2.470 Live Load Short Term Location 12.060 18.810 30 640 Using: W24X55 section Span ~w.5on Fy~so.0ksi End Fixity =PinnodPinnem.Lu~2.00ft.LDp= Actual Moment 141.726 k-ft fb : Bending Stress 14.847 ksi Shear 12.299 k fv : Shear Stress 1.321 ksi fx/Fv 0.068:1 [Force & Stress Summary Maximum 141 73 k-ft Reaction @ Left 1230 Reaction @ Rt 12.21 41.50 ft 0.00 ft 0.00 ft 2.00 ft #2 #3 123Ok 8.67 12.21 k 8.58 '1104|n '0.806 0.000 in 0000 0.000 in 0.000 0.000 ft 0 000 8 67 8 58 Titlw: Dsgnr: Description : mcope: Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Ac Together -1.104 U000 0.000 0 000 #4 #5 #0 #4 #5 #O Allowable 315.019 k-ft 33.000 ksi 180.2O3« 20.O0Ukoi '11O4 0 000 0 000 12.30 12.30 12.21 12.21 0.000 0 000 0.000 0 000 0 000 Date: Fy 60.O0 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #7 k k k ft Max Deflection 1.104 in Length/DL Def 618.1 : 1 <<— Thomamdvmnm are Dead + Live Load placed as noted —» DL LL LL+ST LL LL+ST Only A Conter A Conter A Canb @ Cants 104.34 141.73 k-ft k-ft k-ft k-ft 12.30 k 12.21 k 0.000 in 0 00 m 0.000 in 0 000 in #7 k/ft kift k/ft ft ft k k Page 1 Beam OK � ( Rev 510001 Description Roof B4 Existing W24x55 Worst Case Grid 15 -16 @ C.1 Section Properties W24X55 Depth 23.570 in Width 7.005 in Web Thick 0.395 in Flange Thickness 0.505 in Area 16.20 in2 ' 11 t i l l 0.35 k /ft Rmax= 12.298k Vmax @ left = 12.298 k Title : Dsgnr: Description : Scope: Steel Beam Design 2.4 *k 2.4k 2.47 k 41.50 ft Mmax = 141.72 k -ft Dmax = - 1.1040 in Date: Job # Weight 55.03 #/ft r -xx 9.129 in I -roc 1,350.00 in4 r -yy 1.340 in l -yy 29.10 in4 Rt 1.680 in S-xx 114.552 in3 S -yy 8.308 in3 T 1 1 - - i I l I Ijj ' ! I II • I I -•I• - 1 t - - 1 11 I - ' . ! ' I - 1 -- 7{ 1 tit 1 t f t t 7 i i¢ ti i i t t¢ 0.35 k/ft ................... ................... ................... .................. ................... .................. Rmax= 12.210k Page 21 Vmax @ 11= 12.210k 1 ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 68 9 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT 4? % 4 (401, �a skg 1"ks j J. SUBJECT Sabey Data Center Address 3355 S 120th PI Seattle, WA 98168 MCE Ground Motion - Conterminous 48 States Latitude = 47.4900, Longitude = - 122.2900 Period MCE Sa (sec) ( %g) 0.2 140.3 MCE Value of Ss, Site Class B 1.0 048.4 MCE Value of S1, Site Class B DATE SHEET OF BY Nap dati 02008 NAVTEQ"'Tltin ottlte Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number : Job name : S 99136034 ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) 4/6/07 SEATTLE, WA. 98115 IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) jug Basic Seismic- Force - Resisting System =. B5 Special reinforced concrete shear walls Basic Seismic - Force - Resisting System = BFS = Building Frame System Is this considered a Building Structure ? Y Section 15.1.1 - for Nonbuilding Structure definition. Is Diaphragm considered Flexible? Section 12.3.1 hn = 64.00 ft. height to top level in main portion of structure (abv.base) Section 11.3 ................. Ss = 1.403 Spectral response acceleration at 0.2 seconds for Site Class B. S1 = 0.484 Spectral response acceleration at 1.0 seconds for Site Class B. TL _: 6 Long - period transition period Figure 22 -15 thru 22 -20 Site Class (soil) = D Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Occupancy Category = IV Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". Top of wall elevation (parapet) = 64.00 ft. Elevation of top of wall lateral support (max.) = 64.00 ft. roof high point (minimum parapet) Elevation of top of wall lateral support (min.) = 64.00 ft. roof low point (maximum parapet) Output W = Building weight (# or kips) Site Coefficient Fa = 1.000 Table 11.4 -1 Site Coefficient Fv = 1.516 Table 11.4 -2 Sms = 1.403 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = 0.734 Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 0.935 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 0.489 Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6 -1 & 11.6 -2 To = 0.105 0.2Sd1 /Sds Section 11.4.5 Ts = 0.523 Sd1 /Sds Section 11.4.5 Ct = 0.02 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 Period = T = 0.453 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Sa = 0.935 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) R = 6 Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) Qo = 2 System Overstrength Factor modified for flexible diaphragm Cd = 5 Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 IE = 1.5 Occupancy Importance Factor - Table 11.5 -1 Detailing Reference Section = 14.2 Cs calc. = 0.234 Section 12.8.1.1 (Eq. 12.8 -2) Cs max. = 0.270 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Cs min. = 0.010 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Cs use = 0.234 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) Vu design = 0.234 *W At strength level USD (Eq. 12.8 -1) V design = 0.164 *W Working (0.7 *E ) ASD Ev = 0.187 *D = +/ -.2 Sds D (Eq. 12.44) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.234 'wp (Eqs. 12.8 -2 thru 12.8 -6 above) Fpu min.= 0.281 *wp (min. Section 12.10.1.1) Fpu max.= 0.661 'wp (max. Section 12.10.1.1) Fpu design = 0.281 'wp USD Fp design = 0.196 'wp ASD (0.7*USD) EQ. I SEISMIC 1 5/5/2008 Copy of ASCE7- 05Seismic.xls Input = Job number : 99136034 Job name : Sabe Data Center ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Shaded cells Walls - ASCE 7 -05 Section 12.11.1 & 2 also Section 13.3, 4 & 5 Input Wall weight , Ww = Are the walls bearing or shear walls? 1p = ap = Rp = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = IE = Sds = Seismic Design Category (SDC) = Is Diaphragm considered Flexible? z/h = ASCE 7 -05 Section 12.11.1 Controls Wall Fpu = design Fp = Fp = at high M design = roof M design = at low M design = roof M design = Controls Wall Parapet only design Non-Structural Wall Element Force j Non - Bearing - Non-Shear Walls ASCE 7 -05 Section Fpu = Fpu = Fpu = Fpu = Fp design = Fp design = M design = M design = 1.0 2.5 2.5 64 64 64 1.5 0.935 D Y 1.0 psf Walls are Nonstructural Section 11.2 ASCE 7 -05 Section 13.1.3 Parapets braced to framing below its cg. ASCE Table 13.5 -1) Parapets braced to framing below its cg. ASCE Table 13.5 -1) ft. from " ASCE EQ." Sheet ft. ft. Walls Wall Anchorage & Parapets Section 13.3.1 Output Ww = wall weight (psf) 13.3.1 Concrete & Masonry Parapets - Out -of -plane force. 1.122 *Ww (Eq. 13.3-1) 1.496 *Ww (Eq. 13.3 -2) maximum 0.281 *Ww (Eq. 13.3 -3) minimum 1.122 *Ww USD - Controls 0.785 *Ww Working (0.7*E factor ) 61.3 psf (ASD @ 0.7*E ) 0 ( #- ft./ft.) (ASD @ 0.7 *E ) min. parapet @ 0 ft. high 0 ( # -ftJft.) (ASD @ 0.7 *E ) max. parapet @ 0 ft. high SHEET OF 5/21/07 Concrete & Masonry Wall Lateral Loading - Out -of -plane force. 0.561 *Ww Main wall design (USD) Controls Wall 0.393 *Ww Main wall design (ASD @ 0.7 *E) design 30.7 psf ASD 15718 (#4t./ft.) (ASD) simple span (neglecting parapet) 15718 ( #- ft. /ft.) (ASD) reduced for cantilevered parapet 15718 ( #- ft. /ft.) (ASD) simple span (neglecting parapet) 15718 (# -ftift.) (ASD) reduced for cantilevered parapet Controls Parapet only design ASCE 7 -05 Sections 12.11.1, 12.11.2 & 13.3.1- Concrete & Masonry Wall Anchorage - Out -of -plane force. Wall Fpu = 280 (plf) Minimum USD @ point of anchorage Controls Anchorage Force Cs = 1.122 Wall anchorage Tributary Weight = 2496 (plf) Max.@ point of anchorage Fpu = Cs * Tributary Weight Fpu = 2801 (plf) USD @ point of anchorage Fp design = 1961 (plf) (ASD @ 0.7 *E) at point of anchorage ASEC 7 -05 Section 13.3.1 Non - Structural Wall Elements - Out -of -plane force. ap /Rp = 0.4 Wall Element ASCE Table 13.5 -1 Fpu = 0.449 *Ww (Eq. 13.3 -1) Fpu = 1.496 *Ww (Eq. 13.3 -2) maximum Fpu = 0.281 *Ww (Eq. 13.3 -3) minimum Fpu = 0.449 *Ww USD - Controls Fp design = 0.315 *Ww (ASD @ 0.7 *E) Wall Anchorage - NOTE:- 1.) For wall anchors that are not embedded 8 diameters minimum multiply the above wall anchorage factor by 2.0 for the anchor loads 2.) For design of steel elements of the wall anchorage system multiply the above anchorage loads by a factor of 1.3. Sec.13.4.2 3.) For design of wood elements of the wall anchorage system the minimum net thickness of these wood elements must be 2 -1/2 ". Controls Component Seismic 5/5/2008 Copy of ASCE7- OSSeismic.xls FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION:- WALL HSS. STRONGBACK OPENING Conn. must occur between 1st. conn. above top of door & floor (60" o/c max.) Input cells = - Property of Engineers Northwest, Inc., Seattle - Use by others unlawful JOB # 99136034.000 JOB NAME :- • w ft - 1 — Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED= SREQ'D ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H /150) = ENGINEERS - NORTHWEST INC. P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 6/25/04 SEATTLE, WA. 98115 w ft = 2 — 12.6 1211 5.03 2.44 1.54 1.60 HS TOP 15 ft. 6.17 2.00 0.00 I5X5X3/16 in. in. in. in. in. in. ft W3 — y ft— h ft = Microsoft TK5 Duration factor = wind load = seismic load = lateral design load = T =C= T =C= M ExIST = M TUBE = ROOF ( Wall support ht. ) 0.33 5.00 MEM uPLF= 156 1.33 5.00 30.70 30.70 2062 1645 7805 8224 20.00 loading strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) # —ft a� T MAX. = 2062 # @ WALL CONNS. V MAX. = 1561 # @ TS BASE CONN WALL WITH HSS 5X5X3116 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 5X5X3/16 weighs 11.97 plf Strongback 5/5/2008 Pagel STRBACK.XLS ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Job number 99136034.000 t Job name Sabey Data Center Microsoft TK5 36k Unit ASCE 7 -02 Section 9.6.1.3 & 9.6.3 Mechanical & Electrical Component Attachments Input (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -3) Equipment Lateral Load Anchorage force (WSD) Output ap /Rp = 0.400 Tbl. 9.6.3.2 z/h = 1.0000 at roof level Fpu= 1.6 *Sds *Ip*Wp = 2.2440 *Wp Upper bound Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.6732 *Wp Calculated Fpu= 0.3 *Sds *Ip*Wp = 0.4208 *Wp Lower bound SHEET OF Rev. 1/11/00 Component Definition ASCE 7 -02 Table 9.6.3.2 = 4b.) HVAC Systems - Nonvibration isolated Ip = $ Section 9.6.1.5 Equipment weight = Wp = 36 kips ................ Is equipment mounted on a roof or on ground ? R input (R or G) Spectral acceleration = Sds = 0.935 Automaticly Input from tab "IBC EQ." Fpu design = 0.6732 *W (U.S.D.) Fp design = 0.4712 *W (A.S.D.) Working (0.7 factor ) Fp design = 16.965 kips See footnotes below NOTE:- 1.) For anchors that are not embedded 8 diameters minimum multiply the above anchorage factor by 2.0 for the anchor loads 2.) "Anchorage shall not be resisted by friction clips." 9.6.3.13.2.b 3.) Components mounted on vibration isolation systems - the design force shall be 2 *Fp for bumper or snubber design in each horizontal direction. 5/5/2008 03 IBC Equipment Seismic 36k HVAC .xis (Eq. 9 6 1 3 -2) (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -3) Anchorage force (WSD) Job number Job name Component Definition ASCE 7 -02 Table 9.6.3.2 = Equipment Lateral Load NOTE:- ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 99136034.000 Sabey Data Center Microsoft TK5 30k Unit ASCE 7 -02 Section 9.6.1.3 & 9.6.3 Mechanical & Electrical Component Attachments Ip Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = ap /Rp z/h Fpu= 1 6 "Sds "Ip*Wp Fpu= 0.4 "ap *Sds "Ip /Rp "(1 +2z/h)Wp Fpu= 0.3 "Sds"Ip*Wp Input 4b.) HVAC Systems - Nonvibration isolated 1.5 30 R 0.935 Section 9.6.1.5 kips input (R or G) Automaticly Input from tab "IBC EQ." Output = 0.400 Tbl. 9.6.3.2 = 1.0000 at roof level = 2.2440 "Wp Upper bound = 0.6732 "Wp Calculated = 0.4208 *Wp Lower bound Fpu design = 0.6732 *W (U.S.D.) Fp design = 0.4712 *W (A.S.D.) Working (0.7 factor ) Fp design = 14.137 kips See footnotes below 1.) For anchors that are not embedded 8 diameters minimum multiply the above anchorage factor by 2.0 for the anchor loads 2.) "Anchorage shall not be resisted by friction clips." 9.6.3.13.2.b 3.) Components mounted on vibration isolation systems - the design force shall be 2*Fp for bumper or snubber design in each horizontal direction. SHEET OF Rev. 1/11/00 5/5/2008 03 IBC Equipment Seismic 30k HVAC .xls ENW E NGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT ( 7 / 1 9 V Vtr6 hit Sj At4Isi 1009 (50 351 * (44. fi4P DATE SHEET OF By Lea I — 3L 3(� e ) - 10 0Pif 3 6.b ( i a,o !4rfi C-0" M 247) t - I/3 �1 it 4e, St? '4 n1 Orlg7 Steel Code A ASD: AISC 9th, AISI 99 AlloWable Stress Increase Factor (ASlF) 1 1:333 Include Shear Deformation Y Yes Include Warping Y Yes No. of Sections for Member Calcs 5 5 Redesign Sections Y Yes P -Delta Analysis Tolerance 0 0.50% Vertical Axis Y Y. N1 0 1.496 -.664 0 0 0 1.. N2: 0 1.496 : -..664 0: 0 .. ... 1 Totals: 0 2.992 -1.328 1 COG (ft): X: 4 Y: 0 Z: 0 Company : Engineers Northwest Designer : Allen Tucker Job Number : Global Sections Section Database Label Shape L CURB HSS5X5X6 Joint Coordinates Joint Label N2 Member Data LC Joint Label 1 J_ M1 8 Reactions, By Combination X Force (k) Material Label STL X Coordinate Y Coordinate Z Coordinate (ft) (ft) (ft) N1 0 0 0 0 No No Member Label I Joint J Joint K Joint Rotate Section degrees Set M1 N1 1 N2 CURB X -Axis Shape / Material Phyy.O. M. End Releases Set Memb I -End J -End xyz xyz xyz xyz Y Force (k) STL J Y Z Force (k) Member AISC ASD 9th Code Checks, By Combination .197 4 i .028 Area SA(yy) SA(zz) (in) ^2 6.175 j 1.2 1.2 0 X Moment (k -ft) I y -y (inA4) 21.674 Joint Temperature (F) •0 LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. (ft) (ft) H1 -2 j 8 y I z -z (inA4) 21.674 End Offsets Inactivdutember I -End J -End Code Length (in) (in) (ft) 8 Y Moment (k -ft) May 5, 2008 10:53 AM Checked By: J (Torsion) T/C (inA4) Only 36.077 Detach from Diaphragm Z Moment (k -ft) Message RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \untitled.r3d] Page 3 Company : Engineers Northwest Designer : Allen Tucker Job Number : Global Sections Section Database Label Shape L CURB HSS5X5X6 Joint Coordinates Joint Label N2 Member Data LC Joint Label 1 J_ M1 8 Reactions, By Combination X Force (k) Material Label STL X Coordinate Y Coordinate Z Coordinate (ft) (ft) (ft) N1 0 0 0 0 No No Member Label I Joint J Joint K Joint Rotate Section degrees Set M1 N1 1 N2 CURB X -Axis Shape / Material Phyy.O. M. End Releases Set Memb I -End J -End xyz xyz xyz xyz Y Force (k) STL J Y Z Force (k) Member AISC ASD 9th Code Checks, By Combination .197 4 i .028 Area SA(yy) SA(zz) (in) ^2 6.175 j 1.2 1.2 0 X Moment (k -ft) I y -y (inA4) 21.674 Joint Temperature (F) •0 LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. (ft) (ft) H1 -2 j 8 y I z -z (inA4) 21.674 End Offsets Inactivdutember I -End J -End Code Length (in) (in) (ft) 8 Y Moment (k -ft) May 5, 2008 10:53 AM Checked By: J (Torsion) T/C (inA4) Only 36.077 Detach from Diaphragm Z Moment (k -ft) Message RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \untitled.r3d] Page 3 K. A. RECEIVED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER TK5 DATA CENTER EXPANSION .�, MICROSOFT FILE COPY ISSUED FOR CONSTRUCTION J. Finish: 1. Interior Units: Manufacturer's standard rust intiibitive primer. Installation of Frames: 1. Install frames in accordance with SDI -105 and in accordance with I 2. Coordinate with wall construction for anchor placement. 3. Coordinate installation of glass and glazing. 4. Coordinate for installation of acoustical insulation at hollow metal frames as specified in m Section 098100. 5. Install accessories. 6. Installation Tolerances; Maximum Diagonal Distortion: 1/16 inch measured with straight edge, 000 corner to corner. � �, � �D0012 HAI2DWAi `' �/� � De)' L IZ 1 T'i �i .,! ware for swing • , sli •' • , - nd non - matching hardware specified in other sections. B. References: 1. ADA - Americans with Disabilities Act of 1990 including Accessibility Guidelines. 2. ANSI A117.1 - Buildings and Facilities - Providing Accessibility and Usability for Physically Handicapped People. 3. ANSI /BHMA A156 (.1 through .21) 4. Door and Hardware Institute (DHI): Recommended Locations for Builders Hardware for Standard Steel Doors and Frames. 5. National Fire Protection Association: NFPA 80 - Fire Doors and Windows. 6. International Building Code (IBC) - as adopted by public Authority Having Jurisdiction (AHJ). 7. Washington State Rules and Regulations for Barrier Free Facilities, as adopted by AHJ. C. Submittals: 1. Under provisions of Section 013300, submit the following: a. Product Data: Manufacturer's published technical product data for all specified door hardware items indicating compliance with the requirements. b. Hardware Schedule: 1) Hardware schedules are intended for the Contractor's coordination of the work. Review and acceptance by the Architect or Owner does not relieve the Contractor of his exclusive responsibility to fulfill the requirements as shown and specified. 2) Submit hardware schedule in the manner and format as specified, complying with the actual construction progress schedule requirements for each draft. Include the following information: a) Explanation of all abbreviations, symbols, codes, at the like, including door handing. b) Type, style, function, size, and finish of each hardware item. c) Door and frame sizes and materials cross referenced to the Architect's marks in the door schedule. d) Room identification (name and number) on each side of door opening as indicated on the drawings. Product name, model number, description, and name of manufacturer of each item. Fastenings and other pertinent information. Locations of hardware cross referenced to architectural floor plans and door schedules. h) Mounting heights and locations of each type of hardware. c. Key Schedule: 1) Require qualified representative of the hardware supplier to personally meet with the Owner and obtain the Owner's written key requirements. 2) Include a separate key schedule, showing clearly how the Owner's instructions on keying of locks has been fulfilled. e) f) g) Page 40 of 61 Do --REVIEWED FOR R E COMPLIANCE APPROVED JUL 0 8 2008 CORRECTION g do • - cept special types of unique and 2 .... 6/ 3/08 TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION d. Templates: Hardware supplier will furnish hardware templates to the Contractor for each fabricator of doors, frames, and other work to be shop prepared or factory prepared for the installation of hardware. Upon request check shop drawings of such other work, to conform that adequate provisions are made for proper location and installation of hardware. 2. Under provisions of Section 017700, submit the following: a. Product information. b. Hardware schedule. c. Manufacturer's published operation and maintenance data. Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. d. Tools and extra materials as required. e. Manufacturer's warranties, revised to meet criteria as established within this section. D. Quality Assurance: 1. Acceptable Designs: a. Items specified in this section are products which are of acceptable design. b. Do not substitute other products without Architect's written prior approval per Section 012513. Requests for approval shall be submitted by factory authorized distributor firms representing the products proposed for substitution. 2. Qualifications: a. Manufacturer: Manufacturers named in this section with not less than 5 years experience in manufacturing commercial door hardware of the type indicated. b. Hardware Supplier: 1) A recognized architectural finish hardware supplier who has been furnishing hardware in the same state as the project for a period of not less than 5 years. 2) Hardware supplier's organization shall include an experienced Architectural Hardware Consultant (AHC), certified by the DHI, who is physically available, at reasonable times during the course of the work, for consultation about project's hardware requirements, to Owner, Architect and Contractor. Mail or telephone correspondence is not acceptable. 3) Hardware supplier shall have local warehousing facilities and shall maintain an adequate parts inventory of items supplied for future service to the owner. Supplier will be a factory authorized distributor of all hardware specified. c. Installer: Company specializing in installing work of this section with not less than 3 years experience and acceptable to the manufacturer and the hardware supplier. Maintain regular work force of qualified personnel, trained, skilled, and experienced in installing door hardware and constant, competent supervision. The hardware installer shall meet with the representative of the hardware supplier to jointly inventory all hardware items. Upon satisfactory inventory of products, the hardware installer accepts responsibility for all hardware items inventoried. 3. Regulatory Requirements: a. Provide hardware for fire rated openings, whether specified or not, in compliance with NFPA Standard No. 80 and local building code requirements. Provide only hardware which has been tested and listed by UL or FM for types and sizes of doors required and complies with requirements of door and door frame labels. Label hardware, as required, for compliance with pressure testing criteria as dictated in IBC. b. Provide hardware which meets or exceeds handicap accessibility per local building code requirements. Conform to requirements of ADA. E. Delivery, Storage, Handling, And Protection: 1. Deliver, store, handle, and protect products to project site under provisions of Section 016000 and as specified herein. 2. Require hardware supplier to: a. Tag each item or package separately, with identification related to final hardware schedule. b. Include manufacturer's basic installation instructions with each item or package. c. As material is received by hardware supplier from various manufacturers, sort and repackage in containers clearly marked with appropriate hardware set number to match set number of approved hardware schedule. Two or more identical sets may be packed in the same container. Page 41 of 61 6/13/08 TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION d. Deliver individually packaged hardware items at the proper times to the proper locations (shop or project site) for installation. e. Inventory hardware jointly with representatives of hardware supplier and hardware installer until each is satisfied that count is correct. 3. Protect hardware from theft by cataloging and storing in a secure and lockable area. Control the handling and installation of hardware items which are not immediately replaceable, so that the completion of the work will not be delayed by hardware losses, both before and after installation. Replace lost, missing, damaged, or stolen door hardware items at no additional cost to the Owner as required to meet schedule requirements. F. Sequencing And Scheduling: 1. Furnish hardware templates to each fabricator of doors, frames, and other work to be shop or factory prepared for the installation of hardware. 2. Verify completeness and suitability of door hardware with the hardware supplier and the hardware installer. G. Warranty: 1. Comply with provisions of Section 017700. 2. Submit manufacturer's warranties stating hardware items will be free from defects in materials and workmanship as follows, for a period commencing on the date of Substantial Completion. a. Butt hinges: Life of building. b. Locks and Latches: 5 years. c. Exit devices: 5 years. d. Door Closers: 1) Surface type: 25 years. 2) Concealed: 10 years. 3) Electronic type: 2 years. e. Overhead stops: 2 years. f. Gaskets and sweeps: 3 years. g. Thresholds: 3 years. H. Maintenance Materials: 1. Under provisions of Section 017700, furnish to Owner a complete set of special wrenches and tools applicable to each different or special hardware component as needed for Owner's continued adjustment, maintenance, removal, and replacement of door hardware. 2. Tools and accessories shall be supplied by the hardware component manufacturer. I. Materials And Fabrication: 1. General: a. Provide all door hardware for complete work, in accordance with the drawings and as specified herein. b. Quantities listed, in any instance, are for the Contractor's convenience only and are not guaranteed. c. Furnish items and quantities not specifically mentioned to ensure a proper and complete operational installation. Match the quality and finish of items specified. d. Furnish miscellaneous hardware as listed in hardware groups. 2. Hand of Door: Drawings show direction of slide, swing or hand of each door leaf. Door schedule indicates door and frame sizes, materials, required fire ratings, and other pertinent information. Furnish each item of hardware for proper installation and operation of door movement as indicated. 3. Manufacturer's Name Plate: Do not use manufacturer's products which have manufacturer's name or trade name displayed in a visible location (omit removable name plates), except in conjunction with required UL or FM labels and as otherwise acceptable to the Architect. Manufacturer's identification will be permitted on rim of lock cylinders and latch faceplates only. 4. Base Metals: Produce hardware units of basic metal and forming method indicated, using manufacturer's standard metal alloy, composition, temper and hardness, but in no case of lesser (commercially recognized) quality than specified for applicable hardware units by applicable ANSI A156 series standard for each type hardware item and with ANSI A156.18 for finish designations indicated. Do not furnish "optional" materials or forming methods for those indicated, except as otherwise specified. Page 42 of 61 6/13/08 TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION 5. Fasteners: Furnish hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware which has been prepared for self tapping sheet metal screws, except as specifically indicated. a. Screws: Furnish screws for installation, with each hardware item. Provide Phillips flat head screws except as otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware finish or, if exposed in surfaces of other work, to match finishes of such other work as closely as possible, including "prepared for paint" in surfaces to receive painted finish. b. Concealed Fasteners: Furnish concealed fasteners for hardware units which are exposed when door is closed, except to extent no standard units of type specified are available with concealed fasteners. Do not use thru -bolts for installation where bolt head or nut on opposite face is exposed in other work, except where it is not feasible to adequately reinforce the work. In such cases, furnish sleeves for each thru -bolt or use sex screw fasteners. J. Hinges: 1. Manufacturer: a. Listed in Door Hardware Schedule: Stanley b. Approved Substitutions: Hager, Bommer 2. Templates: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, furnish only template produced units. 3. Screws: Furnish Phillips flat head or machine screws for installation of units, except furnish Phillips flat head or wood screws for installation of units into wood. Finish screw heads to match surface of hinges. 4. Hinge Pins: Except as otherwise indicated, furnish hinge pins as follows: a. Steel Hinges: Steel pins. b. Non - ferrous Hinges: Stainless steel pins. c. Outswing reverse bevel doors, provide the manufacturer's standard non - removable pin option (NRP). 5. Number of Hinges: Furnish number of hinges indicated, but not less than 3 hinges per door leaf for doors 90 inches or less in height and one additional hinge for each 30" of additional height. K. Lock Cylinders: 1. Manufacturer: a. Listed in Door Hardware Schedule: Best b. Approved Substitutions: None 2. Equip locks with temporary interchangeable core inserts, brass at secure locations, plastic is acceptable at non - secure locations. Temporary cores shall remain the property of the hardware supplier. 3. Construct lock cylinder parts from brass/bronze, stainless steel, or nickel silver. L. Keys, Keying, And Key Control: 1. Kcys: a. Material: Furnish keys of nickel silver only. b. Quantities: These quantities are to establish a maximum allowable quantity of cut keys to service the project and may not necessarily be assigned as noted. A lesser quantity of cut keys required will not result in any credits, nor a quantity of uncut keys to be issued unless noted otherwise. 1) 2 change keys per each cylinder unit. 2) 5 master keys per master. 3) 5 grandmaster keys. 4) 3 control keys. 5) 20 construction keys. c. Deliver keys to the Owner's representative: Send masterkeys to Owner via U.S. registered mail direct from cylinder manufacturer's representative. 2. Keying: a. Comply with Owner's written instructions for masterkeying and, except as otherwise indicated, furnish individual change keys for each lock which is not designated to be keyed alike with a group of related locks. Complete coordination of the key system with the owner shall be the responsibility of the cylinder manufacturer. Page 43 of 61 6/13/08 TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION b. Grandmaster key all cylinder items to coordinate with the Owner's existing grandmasterkey system. Existing system is Best. Permanently inscribe each key with the notation "DO NOT DUPLICATE ". 3. Key Control: a. Furnish a key control system including envelopes, labels, tags with self locking key clips, receipt forms, 3 -way visible card index, temporary markers, permanent markers, and standard metal cabinet, all as recommended by the system manufacturer, with capacity for 150% of the number of locks required for the project. b. Furnish a hinged panel type cabinet, for wall mounting, Telkee AWC -350S or equal. c. Provide cylinder units with concealed key control and keys with visual key control. M. Locksets, latchsets, and privacy sets: 1. Manufacturer. a. Listed in Door Hardware Schedule: Best b. Approved Substitutions: None 2. Types: Locksets, latchsets, and privacy sets as indicated in Door Hardware Schedule. 3. Strikes: Provide manufacturer's standard wrought box strike for each latch or lock bolt. Provide extended lip strikes as required to clear frame trim. Furnish dust -proof strikes for foot bolts, except where not available. At these locations, provide manufacturer's standard recessed strike. Furnish roller type strikes where recommended by lock, latch or bolt manufacturer. Electric strikes will be as manufactured by H.E.S. — equal products by Folger Adam will be acceptable. 4. Lock Throw: Provide 3/4 inch minimum throw of mortise type latches and deadbolts used. Cylindrical latches will be 1/2 inch minimum. Comply with UL requirements for throw of bolts and latch bolts on rated fire openings. N. Exit Devices And Mullions: 1. Manufacturer: a. Listed in Door Hardware Schedule: Dorma b. Approved Substitutions: Von Duprin 2. Provide risers, as needed, to prevent interference with door glazing kits. 3. Provide spacers as needed for proper application of removable mullions on narrow stop type frames. O. Closers: 1. Manufacturer. a. Listed in Door Hardware Schedule: Dorma b. Approved Substitutions: None 2. Size of Units: Except as otherwise specifically indicated, comply with the manufacturer's recommendations for size of door control unit, depending on the size of the door, exposure to weather and anticipated frequency of use. 3. Provide manufacturer's standard through bolt attachment where door construction is not adequate for support. 4. Arms: Furnish parallel arms for all overhead closers, except as otherwise indicated. Include drop plates as needed to prevent glazing interference. 5. Where closer arms incorporate dead stop features, mount closers to the maximum degree of opening available before conflict with adjacent structures, or, if adjacent structures are not considered or if the closer does not have a dead stop feature, to the maximum allowable by closer manufacturer's template. If not apparent on the contract documents, verify the use of open space with the Architect or Owner's Representative to determine the maximum allowable degree of opening. 6. Access Free Manual Closers: Where manual closers are indicated for doors required to be accessible to the physically handicapped, provide adjustable units complying with ANSI A117.1 provisions for door opening force. Fire protection has precedence over handicap compatibility, check with local jurisdiction. 7. Provide certified flame retardant oils at locations which must comply with pressure testing criteria as dictated in IBC. Page 44 of 61 6/13/08 TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION P. Automatic Operators: 1. Manufacturer: a. Listed in Door Hardware Schedule: Stanley. b. Approved Substitutions: None. 2. Provide units which conform to the requirements of the Americans with Disabilities Act of 1990 (ADA) and as required by local jurisdiction. 3. At fire rated openings, provide units which are listed by Underwriter's Laboratories (UL) for use on such openings. 4. Supply related accessories to allow proper operation with hardware assigned to the same opening (time delays, etc.). Q. Overhead Stops: 1. Manufacturer. a. Listed in Door Hardware Schedule: Rixson. b. Approved Substitutions: Dorma. 2. Mount stops to the maximum degree of opening available before conflict with adjacent structures, or, if adjacent structures are not considered, to the maximum allowable by stop manufacturer's template. 3. If not apparent on the contract documents, verify the use of open space with the Architect or Owner's Representative to determine the maximum allowable degree of opening. 4. Overhead stops in exterior doors must be manufactured from stainless steel, US32D finish. R. Wall And Floor Stops: 1. Manufacturers: a. Listed in Door Hardware Schedule: Trimco. b. Approved Substitutions: Hager. 2. General: Except as otherwise indicated, furnish stops (wall, floor or overhead) for each leaf of every swinging door leaf. S. Protection Plates: 1. Manufacturers: a. Listed in Door Hardware Schedule: Trimco. b. Approved Substitutions: Hager. 2. Types: Armor Plates, Kick Plates, Mop Plates. 3. Fasteners: Furnish manufacturer's standard exposed Phillips head fasteners for door trim units; either machine screws or self tapping sheet metal type screws per manufacturer's recommendations for application to the specified door construction. 4. Sizes: Fabricate protection plates (armor, kick or mop) not more than 2" less than door width on stop side and not more than 1" less than door width on pull side, x the height indicated. 5. Metal Plates: Stainless Steel, 18 gauge (0.050) thick. Satin finish, US32D (630), beveled four edges (B4E). T. Gaskets And Sweeps: 1. Manufacturer: a. Listed in Door Hardware Schedule: Pemko. b. Approved Substitutions: Reese 2. General: Except as otherwise indicated, furnish continuous weatherstripping at each edge of every exterior door leaf. Furnish type, sizes and profiles indicated as drawn or scheduled. 3. Fasteners: Furnish non - corrosive fasteners as recommended by the manufacturer for applications indicated. 4. Replaceable seal strips: Furnish only those units where resilient or flexible seal strip is easily replaceable and readily available from stocks maintained by the manufacturer. 5. Perimeter weatherstripping: Flexible, hollow neoprene bulb or loop insert, conforming to MIL R 6055, Class II, Grade 40. 6. Weatherstripping at Door Bottoms: Furnish door bottoms consisting of contact type resilient insert and metal housing of design and size indicated. Page 45 of 61 6/13/08 TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION U. Thresholds: 1. Manufacturer: a. Listed in Door Hardware Schedule: Pemko b. Approved Substitutions: Reese 2. Except as otherwise indicated furnish standard metal threshold unit of type, size and profile as detailed or scheduled. 3. Where there is conflict between scheduled thresholds and details, details shall have precedence. Revise details only if necessary to comply with handicap accessibility requirements. Notify the Architect of such required modifications. V. Silencers: 1. Manufacturers: a. Listed in Door Hardware Schedule: Trimco b. Approved Substitutions: Rockwood W. Finishes: 1. Exposed surfaces of hardware shall be Brushed Chrome (US26D, 626), unless otherwise indicated. Items specified in satin stainless steel (US32D, 630) shall be supplied in stainless steel with no exceptions. • 2. The designations used in the schedule and elsewhere to indicate hardware finishes are the industry recognized standard commercial finishes common to the product's manufacturer listed. X. Installation: 1. Door and hardware installation is specified in Section 087300. Y. Door Hardware Schedule: Hardware Group #1: 9 ea. Hinges `1 ea. Electric Hinge *1 ea. Exit Device `1 ea. Power Supply 1 ea. Exit Device 1 ea. Cylinder 2 ea. Closer /Stops 2 ea. Kick Plates 1 ea. Gasket 2 ea. Sweeps 1 ea. Threshold Card reader by others Doors 151A, 151C, 353 FBB199 5x4% US32D NRP CEFBB199 -54 5x4Y2 US32D F9403 -LB x YR09 LFSC 630 PS502RF F9401 -LB 630 1E72 626 8916S -DS Alum K0050 10x2 "LDW B4E S88D 18062CNB 272A x FHSL25 Hardware Group #2: Door 151B 1 ea. Exit Device /Alarm F9301 -BPA 630 1 ea. Cylinder 1E74 626 (alarm) Modify existing door and frame to accept new alarmed exit device. Balance — reuse existing hardware Page 46 of 61 6/13/08 Hardware Group #3: 7 ea. Hinges *1 ea. Electric Hinge *1 ea. Exit Device *1 ea. Power Supply 1 ea. Exit Device 1 ea. Cylinder 2 ea. Closer /Stops 2 ea. Kick Plates 1 ea. Gasket 2 ea. Sweeps 1 ea. Threshold Card reader by others Hardware Group #4: Door 351 4 ea. Hinges 1 ea. Lock *1 ea. Strike *1 ea. Power Supply Module 1 ea. Closer 1 ea. Kick Plate 1 ea. Wall Stop 3 ea. Silencers Card reader by others Hardware Group #5: Door 352 9 ea. Hinges *1 ea. Electric Hinge 1 set Flush Bolts 1 ea. Strike *1 ea. Electric Lock *1 ea. Power Supply Module 1 ea. Coordinator 2 ea. Closers 2 ea. Kick Plates 2 ea. Wall Stops 1 ea. Gasket Card reader by others * Requires electronic coordination D. Examination: TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION Doors 150A, 150B FBB199 5x4 US32D NRP CEFBB199 -54 5x4' /2 US32D 9403 -LB x YR09 LFSC 630 PS502RF 9401 -LB 630 1E72 626 8916S -DS Alum K0050 10x2 "LDW B4E S88D 18062CNB 272A x FHSL25 TA2714 4 US26D 45H7A15H 626 1006 x 2005 630 PS -12 -1 8616 AF89 689 K0050 10x2 "LDW B4E 1270 CVCP 626 1229A FBB199 5x4' /2 US32D NRP CEFBB199 -54 5x4'/2 US32D 842NH 626 82 626 45HW7D15H 626 PS -24 -1 672 x 2/601 USP 8916SPA Alum K0050 10x2 "LDW B4E 1270 CVCP 626 S88D 087990 — DOOR AND HARDWARE INSTALLATION A. Summary: 1. Section Includes a. Installation of hardware specified in Section 087100. b. Installation of hollow steel doors in frames installed in other Sections. B. Quality Assurance: 1. Installers of doors and finish hardware shall be skilled mechanics experienced in this type of work. 2. Fire rated doors and hardware shall be installed in accordance with the labeling requirements and the requirements of NFPA 80. C. Doors, Frames, And Hardware: 1. Doors, frames and hardware are specified in other sections. Page 47 of 61 6/13/08 TK5 DATA CENTER EXPANSION MICROSOFT ISSUED FOR CONSTRUCTION 1. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. 2. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. E. Door Installation: 1. Fit and prepare doors for installation in accordance with the door manufacturer's printed instructions. 2. Install doors plumb and square. 3. Provide clearances of 1/8 inch at jambs and heads, 1/8 inch at meeting stiles for pairs of doors, and 1/2 inch from bottom of door to top of decorative floor finish or covering, except where threshold is shown or scheduled provide 1/4-inch clearance from bottom of door to top of threshold. 4. Install roses, kick plates, closers, and other surface mounted hardware only after door finishing is complete and finishes are completely cured. 5. Fit hollow metal doors in accordance with SDI 100. F. Finish Hardware Installation: 1. Installer shall receive delivery and unpack, tag, index, and file all keys. Keep hardware in a separate room under lock and key at the site until installation is made. 2. Verify all dimensions and be responsible for the correct installation and fit of hardware at the locations indicated on the drawings and as specified. 3. Install each hardware item in compliance with the manufacturer's instructions and recommendations. 4. Wherever cutting and fitting are required to install hardware onto or into surfaces which are later to be painted or finished in another way, install each item completely and then remove and store in a secure place during the finish application. After completion of the finishes, reinstall each item. Do not install surface- mounted items until finishes have been completed on the substrate. 5. Coordinate the installation of hardware components requiring electrical connection. G. Hardware Mounting Heights: Mounting heights are based on recommendations of the Builders Hardware Manufacturers Association (BHMA), except as otherwise indicated on the Drawings or required to meet code and handicapped requirements. Verify any conflicts with location of other hardware for proper clearances for installation prior to cutting or milling for specified hardware. Notify Architect immediately if such conflicts are determined. H. Adjustment And Cleaning: 1. Adjust and check each operating item of hardware and each door to ensure proper operation of function of every unit. Lubricate moving parts with graphite type lubricant unless otherwise recommended by the hardware manufacturer. Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. I. Final Adjustment: 1. Wherever hardware installation is made more than 1 month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy and make a final check and adjustment of all hardware items in such space of area. Clean and relubricate operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment, spring power, back check, closing and latching speeds, and handicap requirements. 2. Protect all items of finish hardware from damage until acceptance of the building. 3. Instruct Owner's personnel in proper adjustment of hardware and hardware finishes during the final adjustment of hardware. Page 48 of 61 6/13/08 1 � .: 7Y T k }�'r7� ' HE FIREGU`ARD�' DOUBLE -WAIiL FIRE' PROTECTED 4 ABOUEGROUND ` � 1 � i i -fit 4 IR .i t fn FEATURES AN.INNERJSTEEL TANK WITHOA *. x {� '"�`' ,d"°; s ^,•d.5.�, > # , � J i , ?. MATERIA THAT ALLOWEQ` FIRED 1'A'RD TO4EXC gu #4. y _ EXTERIORtSTEEL WALLIPROV1DES SURERIORMEATHERABIL Y LOW -COST INSU ACTION TEST. • UL 2085 Listed as both a "Protected" and "Fire - Resistant' tank • Insulates product in tank from ambient temperature variations and thus reduces emissions • Insulating material is 75% lighter than concrete, reducing shipping, installation and relocations costs • Primary and secondary tank can be tightness tested on site with standard testing procedures • Steel outer wall provides low cost maintenance and protection from weathering • Interstitial space can be monitored for leak detection • Support designs available for all seismic zones sue, 1 t^ + ti rs S aw $4 Walla��t l } ear :r P o d it �c St te lt �nt1a rut ititing t e "tl ULApp ved .CSapniti6i1,a 14 t'...r ._a.r.n SULa� +� sPrimary tinsulatin !Ater tl ha pne► • Horizontal, vertical and rectangular designs available • Steel is the green choice - it is capable of being recycled after tank closure • Low cost compartments and customization • Capacities range up to 50,000 gallons • Built to nationally- recognized STI standards with strict third -party quality control inspection program • Available from a large network of STI licensed manufacturers The Fireguard° is available from an extensive group of STI fabricators who participate in the Steel Tank Institute's Quality Assurance Program. Under the program, independent quality control inspectors make unannounced visits to STI members, ensuring fabrication to the highest possible standards. . . JooseL--7c Fireguard Double -Wall Fire - Protected Aboveground Steel Storage Tanks Inner Tank Outer Tank \, Lightweight Thermal Insulation Fireguard' Guideline Specification A) General 1. Provide Fireguard' double -wall Fire- Protected lightweight steel aboveground storage tanks. B) Labeling 1. Tanks shall bear the Steel Tank Institute Fireguard identification label. 2. Tanks shalt bear Underwriters Laboratories IJL 2085 label for Protected Tanks. C) Product Description 1. "Tanks shall be manufactured in accordance with Steel Tank Institute, Standard for Fireguard ' ' "Thermally Insulated Aboveground Storage Tanks. 2. Tanks shall meet the requirements for "protected" tank as defined by the IFC and NFPA 30. 3. Tanks shall consist of an inner steel wall and an outer steel wall separated by at least 3 inches of insulation. 4. A lightweight monolithic thermal insulation material Use the STI Technology Guide online for your next Fireguard's specification! Steel �J1111 TZttute All you need in tanks! A division of STI / SPFA 570 Oakwood Road Lake Zurich, IL 60047 Ph 847.438.8265 Fx 847.438.8766 Web www.steeltank.com shall be placed in the tank's interstitial space by the manufacturer. The thermal insulating material shall allow liquid to migrate through the interstice to the monitoring point, shall not be exposed to weathering and shall be protected by the steel secondary containment outer wall. 5. Integral secondary containment shall be testable and provide access for interstitial leak detection monitoring. 6. UL listed supports shall be used for all horizontal, rectangular and vertical tank(s). 7. Primary tank to have vent and emergency vent. Secondary tank to have emergency vent. D) Manufacturer 1. Manufacturer shall be a licensed member company of the Steel 'Tank Institute and subject to Steel Tank Institute's Quality Assurance program. 6106 -5M -Item #130 -50 -0001 Reid iddleton June 20, 2008 File No. 262008.005/00701 Dear Mr. Benedicto: Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Microsoft TK5 Data Center (D08 -276) We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The comments below do not require a response from the permit applicant. Structural special inspections by qualified special inspectors do not appear warranted for this project, which appears to be work of a minor nature, but if it is determined otherwise, the applicable special inspections are noted below. 1. Concrete placement at concrete construction including concrete topping at steel floor decks: Continuous. 2. Reinforcement at concrete construction: Periodic. 3. Installation of concrete and masonry expansion and adhesive anchors: Continuous. 4. Adhesive installation of concrete reinforcement: Continuous. 5. Masonry construction, including placement of masonry units, mortar, reinforcement and structural connections: Periodic. 6. Grout placement at masonry construction: Continuous. 7. Fabrication and erection of structural steel: Periodic. 8. Structural welding of structural steel: Periodic. The "red- lined" revisions noted below were made to the drawings with the concurrence of the structural engineer. The other sets of drawings should be reconciled in preparation for permit issuance. 1. Sheet S -A -01. At seismic data, change 1.403 to 1.489 and 0.484 to 0.513. 2. Sheet S- F -2.1. At Details P, Q, S and U1, change Hilti anchors, as shown. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila June 20, 2008 File No. 262008.005/00701 Page 2 Enclosed are one set of the drawings and structural calculations for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, .- i will -11 P ip Brazil, P.E., S.E. Senior Engineer • • Enclosures cc: Bob Winfrey, Callison (by e -mail) Allen Tucker, Engineers Northwest (by e -mail) Brenda Holt, City of Tukwila (by e -mail) dop:\doc\26\planrevw\tukwila\08\tOO7r 1. doc \prb Reid iddleton May 30, 2008 Bob Winfrey Callison Architecture 1420 Fifth Avenue, #2400 Seattle, WA 98101 RE: CORRECTION LETTER #1 Development Application Number D08 -276 Microsoft — 3355 South 120 Place Dear Mr. Winfrey, This letter is to inform you of corrections that must be addressed before your development 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, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -276 Cizj/ qf Tukwila Department of Community Development Jack Pace, Director PAPermit Center\Correction Letters\2008\D08 -276 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: May 29, 2008 Project Name: Microsoft Permit #: D08 -276 Plan Review: Dave Larson, Senior Plans Examiner ' Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please complete the interior lighting summary. Location and occupancy description were not filled in under maximum allowed wattage and location and fixture description were left out under proposed wattage. 2. The door schedule is lacking hardware information. Please include types of all hardware for each door. Please note that the exit doors from the generator room will need panic hardware. 3. I could not find specific details on the guardrails at the ramp locations other than the height. I would like to know the spacing of intermediate rails. 4. Please verify the fire rating of the existing walls between the proposed generator room and the sprinkler control room. 5. Please provide a means of egress plan. Refer to section 106.1.2 of the 2006 IBC. We prefer to see the means of egress depicted as a shaded path through the space connecting at least two exits when two or more exits are required. The common paths leading to the means of egress should not be shaded. The maximum distance a person can travel from a most remote point to the means of egress is per section 1014.3 IBC, 1014.4.2 IBC and 1025.8 IBC. Once a person reaches the means of egress pathway, they need to be able to travel in at least two distinct directions to an exit. The means of egress path is required to have emergency lighting along its entire length at intensity levels per section 1006.4 IBC. Please show compliance with this requirement on plans. This plan is also a good place to show placement of lighted exit signage. The width of the means of egress path shall be per section 1005.1 IBC and shall be indicated on the plan. Please note that the maximum distance for the common path of travel in an H -3 area is 25 ft. 6. Per table 715.4, the doors located in fire barrier walls should be 45 min. fire doors. You show 30 min. at the UPS room and no rating at the generator interior doors. 4 7. The sound attenuation panels appear to be an unprotected opening in a fire barrier. In the past these openings have been protected with fire dampers. Please add to plans or clarify why they would not be needed. 8. Page A -D -01 has callouts referring to page A -M -ZZ. Could not find this page. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. May 30, 2008 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Microsoft — D08 -276 3355 South 120 Place, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Brenda Holt, Permit Coordinator encl xc: Permit File No. D08 -276 • Cizy of Tukwila • Department of Community Development Jack Pace, Director H:\Documents\Structural Consultant \D08 -276 - structural review.DOC Page 1 of 1 bh Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -276 PROJECT NAME: MICROSOFT SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # DATE: 10 -03 -08 Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: bull rii g viv(s7on Public Works Yee Complete Comments: Approved Notation: TUES/THURS ROUTXNG: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: • PERMIT COORD COPY • /7/6/ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Approved with Conditions /k) n DUE DATE: 10-07-08 No further Review Required DATE: DUE DATE: 11 -04-08 Not Approved (attach comments) n DATE: to-'? Planning Division kl Permit Coordinator n Not Applicable n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -276 DATE: 06 -18 -08 PROJECT NAME: MICROSOFT SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: � Bug diWn Public Works Complete Comments: Documents/routing stip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP n A PERMIT COORD COPY • Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n • Permit Center Use'On!y . . • • . F'' • `' • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06-19-08 Not Applicable n No further Review Required DATE: DUE DATE: 07-1 7-08 Not Approved (attach comments) n DATE: Planning Division Permit Coordinator Permit Center Use Only ' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -276 DATE: 05 -13 -08 PROJECT NAME: MICROSOFT SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buding NA_ t k- I- -of Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY I X St ctural n 2-1 -06 6 -1S j Planning Division Permit Coordinator n DUE DATE: 05-15-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Ei No further Review Required DATE: DUE DATE: 06-1 2-08 Approved ❑ Approved with Conditions n Not Approved (attach comments) 1� Notation: REVIEWER'S INITIALS: DATE: n n Permit Center Use Only CORRECTION LETTER MAILED: ''Jp'Ot3 Departments issued corrections: Bldg VL Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITI,&LS FI uu I i0 0 Ifs - I O- o 8' S ummary of Revision: (',h0 C c ry y b 1,10 v3 K‘c,-TyL 140, -y pG S ummary of Revision: Received by: 1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE RECEIVED .STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE.RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: n n i OWL PERMIT NO: SITE ADDRESS: Iv ` 1 QL ORIGINAL ISSUE DATE: REVISION LOG 17 (please print (please print) (please print) (please print) (please print) Project Name: 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 001775 —12— 2 24;64 Plan Check/Permit Number: Doe? ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # re Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: �� �� 5 , 1' 1) - t - U1444 , tLiki ,6( cc Q21 eo - ��"" Contact Person: 1 3guuc� C Phone Number: 1.0la --�% -` 4-43 4t' Summary of Revision: AA . (4141 7 5COF OF 1J04- 4 6pKis -I-, � ) 11413w tPj4-ji7 *N ae,o l i • 5 1 i i LI LL ' - rffi 1f 6t 3 vA 2 3G3, ,dkb03, 11 60 to (s .41 ' 1 C IS K L ■ - 1 1)1- ..' - # • bit JSc it M'01 : 1�. V Ad �1: - W-4)) 5 3 co pop se.notJ 4 I 1 o Lt MvL, kiJ L0 5 i f P1kr .siotJe- p. otl w PW iL- Vet, t WAI ; L. _- i --, t r - r c�.�svP fire- Heat. ors. 9 Cl lr D fr2 t 150 Sheet Number(s):A* J1 1 Wce3,1ti17o3,1 i Eto( , 1 ■.D I MI o9- l A'1 - 1d 2 3 "Cloud" or highlight all areas of revision including date of revision , t'f O - SF2-.1 Ream, Received at the City of Tukwila Permit Center by: ��o Entered in Permits Plus on i or�h1 1 OCr o 3 1000 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Lt N 616-b -w II ~EAMir ATE R Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: exe7Itqc,?2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION ..SOUBMITTAL - ewwr. Plan Check/Permit Number: D08 -276 ❑ 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: MICROSOFT Project Address: 3355 South 120 Place Contact Person: Bob Winfrey Summary of Revision: ( , 1,' -R 5 i13t-1t'(�- 'I"' , Apop 547 tt a i 1 at a( f1! s ". tzef - 1:2 ii Iv / & v&-i& s -HDLus -tom I L - 1711 -146(PQ 6 A -A - o1 4 A -d- 0y twige 1N L Ut V kS h Mc 6 O s P1AN `i! HA1 k l(5 P 64+,11= E(1ds 1'ftfs. 0- � , - mss C4 —l a F • M5 �/ fVe ND i 5 VC /lF-1 Go S -t t2L0Q . A(*51 pt./ t NIUkrict.1 rAr.irp.GS ANT U l� Sheet Number(s): !c f / M.01, M O2 , / 7 .6421 I kt7 AM 17V/ ikt - roI I 77 "Cloud" or highlight all areas of revision includin2 date of revision J 1 -i-I . /_ter,__.. .- ■i Received at the City of Tukwila Permit Center by: " • r" ' ] Entered in Permits Plus on tit (051A \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: t`g ECEly JUN 18 Z008 ~Er+Mi r CENTER Phone Number: WO (Q2: 4+60. Name Role Effective Date Expiration Date LEASE CRUTCHER CONST CO PARTNER 08/02/1989 Bond Amount W LEASE LEWIS CO PARTNER 08/02/1989 LEWIS, WILLIAM L PARTNER 08/02/1989 CRUTCHER, JAMES P PARTNER 08/02/1989 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Receive Date Untitled Page • Business Owner Information • Page 1 of 3 General /Specialty Contractor A business registered as a construction contractor with L8t1 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. LEASE CRUTCHER LEWIS Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company LEASE CRUTCHER LEWIS 2066220500 107 SPRING ST STE 500 SEATTLE WA 981041052 KING PARTNERSHIP UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 601193578 ACTIVE LEASECL118NB CONSTRUCTION CONTRACTOR 8/2/1989 9/30/2008 LEASECC147MH LEASECL921KO GENERAL UNUSED Bond Information https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= LEASECL 118NB 08/07/2008 SY SYMBOL AND DESCRIPTION v BOLS BUILDING SECTION INDICATOR WALL SECTION INDICATOR RECTANGULAR DETAIL INDICATOR CIRCULAR DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCHLINE INDICATOR 2022 EXISTING COLUMN GRID INDICATOR AND GRID LINES DATUM INDICATOR ROOM NAME ROOM NAME & NUMBER AND FINISH CODES DOOR NUMBER WINDOW NUMBER LOUVER NUMBER XX WALL /PARTITION TYPE INDICATOR EXIT LIGHT FIXTURE (CEILING MOUNT) MATCH LINE SEE XX /A -XXX ROOM NAME 2022 A B C EXIT LIGHT FIXTURE (WALL MOUNT) spot el <x INTERIOR ELEVATION INDICATOR ROOM NAME & NUMBER ROOM NAME & NUMBER (FIXXXXX) <FIXXXXX> <EIXXXXX> SPOT ELEVATION INDICATOR xxxxx > FIXTURE INDICATOR XX A -XXX SMALL CONDITION DETAIL INDICATOR REVISION INDICATOR NEW COLUMN GRID INDICATOR AND GRID LINES ROOM NAME 2022 F2 FINISH INDICATOR AND FINISH CODE FURNITURE INDICATOR EQUIPMENT INDICATOR SECURITY CAMERA ABBREVIATIO AC ACC ACOUS ACT AD ADDM ADJ AFF AHU ALT ALUM ANOD APPROX APT ARCH AUTO AV ASPHALTIC CONCRETE ACCESSIBLE ACOUSTICAL ACOUSTICAL CEILING TILE AREA DRAIN ADDENDUM ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROXIMATE APARTMENT ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL BB BULLETIN BOARD BD BOARD BLDG BUILDING BLKG BLOCKING BO BOTTOM OF BOT BOTTOM BRG BEARING BRZ BRONZE BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS CER CERAMIC CFLG COUNTERFLASHING CG CORNER GUARD CH COAT HOOK CI CAST IRON CIP CAST -IN -PLACE CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CSWK CASEWORK CT CERAMIC TILE CTR CENTER CU CUBIC D DOUBLE DEMO DET DF DIA DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EPO EQ EQUIP ESCAL EXH EXP EXIST EXT FA ECIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRPF FRT FS FT FTG FUT FVC FWC GA GAL V GEN GFRC GFRC GFRP GL GYP GYP BD H HB HC HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC S DEEP DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EMERGENCY POWER OFF EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION FRAME, FIRE RATED FRAMING FIREPROOF, FIREPROOFING FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING GAGE GALVANIZED GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING ID INCL INFO INSUL INT JAN JS JT KIT KITCHEN L LAM LAU LAV LT LTG MAS MATL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR JANITOR JANITOR SINK JOINT LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSI i L OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PBD PARTICLEBOARD PC PRECAST PD PLANTER DRAIN PERP PERPENDICULAR PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PL PROPERTY LINE PR PAIR PRK PARKING PROP PROPERTY PT PAINT, POINT, PRESSURE TREATED PTN PARTITION QT QUARRY TILE R RADIUS, RISER RCP REFLECTED CEILING PLAN RD ROOF DRAIN, ROAD REF REFER TO, REFERENCE REFR REFRIGERATOR REINF REINFORCED, REINFORCING REQD REQUIRED REV REVISED, REVISION RFG ROOFING RM ROOM RO ROUGH OPENING RT RIGHT S SOUTH SC SOLID CORE SCHED SCHEDULE SD STORM DRAIN SECT SECTION SGL SINGLE SHT SHEET SHTHG SHEATHING SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER SPKR SPEAKER SQ SQUARE S5 SERVICE SINK SST STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STAR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T T &G TEL TEMP TER THK TMPD TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC W W/ W/0 WC WD WH WP WR WT WWF TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THINK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC XMFR TRANSFORMER YD YARD vice ,;:apKlas'�.`' 3:r�!�Lx?�i7�.�.,: �a� >..va%7r1c2,�:rn o v SEISMIC DESIGN CATEGORY D OTHER: GE DE ITY ERAL v FOR AP v CONSTRUCTION & OCCUPANCY TYPES ATIO\ CONSTRUCTION TYPE 1A, ULLY SPRINKLERED OCCUPANCIES: B (BUSINESS) - 15T FLOOR UPS RM B (BUSINESS) - 3RD FLOOR DATA CENTER H3 (LOW HAZARD STORAGE) - 1ST FLOOR GENERATOR APPLICABLE CODES: BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE WAC 51 -50 IBC AMENDMENTS 2006 EDITION ENERGY: WASHINGTON STATE ENERGY CODE WAC 51 -11 2006 EDITION MECHANICAL: 2006 INTERNATIONAL MECHANICAL CODE W/ 2006 WASHINGTON STATE AMENDMENTS FIRE 2006 INTERNATIONAL FIRE CODE WAC 51 -54 2006 IFC STATE AMENDMENTS PLUMBING: 2006 UNIFORM PLUMBING CODE WAC 51 -56 & 51 -57 2006 UPC STATE AMENDMENTS ELECTRICAL 2005 NATIONAL ELECTRICAL CODE WAC 296 -46B ELECTRICAL SAFETY STANDARDS FUEL GAS: 2006 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS. ACCESSIBILITY: IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC /ANSI117.1 2003 WAC 51 -50 IBC AMENDMENTS 2006 EDITION 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE OTES 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING 15 SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS, UNLESS OTHERWISE DIMENSIONED. 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. PROJECT LOCATION Building 5 First, Second, Third Floors and Roof 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING • CONDITIONS 15 GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. it SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION. 12. MECHANICAL, ELECTRICAL, AND PLUMBING ARE TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. PROJECT DIRECT3RY BUILDING SABEY CORPORATION OWNER 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -8700 FAX: (206) 282 -9951 BUILDING OWNER'S REP. SABEY CONSTRUCTION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELEX (206) 281 4200 FAX: (206) 281 -0920 ARCH. CALLISON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101 TELE: (206) 623 -4646 FAX: (206) 623 -4625 CONTACT: BRUCE COHEN STRUCT. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: (206) 522 -6698 CONTACT: ALLEN TUCKER MECH. IDCA 2020 SW 4TH AVE, 3RD FLR. PORTLAND, OR. 97201 TELE: (480) 731 -6187 CONTACT: STEVE SOLOMON ELEC. IDCA 2020 SW 4TH AVE, 3RD FLR. PORTLAND, OR. 97201 TELE: (480) 966 -8577 x38164 CONTACT: STEVE STEINERT SECURITY SECURITAS SECURITY SERVICES ONE MICROSOFT WAY REDMOND, WA. 98052 TELE: (425) 705 - 9866 CONTACT: BOB DUMAS COMM. COMM GROUP, INC. 4040 LAKE WASHINGTON BLVD. SUITE 205 KIRKLAND, WA. 98033 TELE: (425) 688 -3014 PROJECT A \ALYSIS APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE W /AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE 2006 INTERNATIONAL RESIDENTIAL CODE 2006 INTERNATIONAL FUEL GAS CODE THE ABOVE WITH STATE AMENDMENTS. 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS WASHINGTON STATE BUILDING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE LAND AREA: 46.15 ACRES. EXISTING GROSS BUILDING AREA: FIRST FLOOR: 188,222 SF SECOND FLOOR: 183,292 SF THIRD FLOOR: 183,292 SF PENTHOUSES 1,109 SF TOTALS 555,915 SF EXISTING BUILDING HEIGHT:3 STORIES EXISTING PARKING- 188 (ON GRADE) BUILDING ZONING: MIC /H MANUFACTURING INDUSTRIAL/ HEAVY (NO CHANGE) OCCUPANT LOAD :NO CHANGE TO EXISTING OCCUPANT LOADS SCOPE OF WORK TENANT IMPROVEMENTS IN BUILDING #5 OF AN EXISTING DATA CENTER. SCOPE OF WORK INCLUDES CONSTRUCTION OF AND UPS /BATTERY ROOMS ON THE FIRST FLOOR AND DATA CENTER & CORRIDOR ON THE THIRD FLOOR. BADI INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 LEGAL PARCEL 4: \C ADDRESS 9ESCRIPT 0 BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: A -A -00 A -A -01 A -A -02 A -B -01 A -C-01 A -C-03 A-C-R1 A -D-01 A -D-03 A- D-03.1 - A-D-04 A -D-R1 A -E -01 A -E -02 A -E -03 A -G -01 A -G -02 A -H -01 A401 A -J-01 A -K -01 A -L -01 A -M -01 13 \ -A -M -02 13 VIA - -04 / 13 A -M -a4 E -A -01 E -C-11 E -D-11 E -0-31 >E -D-32 E -D-R 1 E -E -11 E-E-R1 E -F -11 E -F -31 E -F -32 E -F -R1 E -G -11 E -G -31 E -H -01 E -H -02 E -H -03 E -H -10 E -I-01 E -I-02 E -I-03 E -I-10 E -I-11 E -I-20 E -I-21 E -I-22 E -J-01 S -A -0.1 S -C-01 S -D-02 S -D-03 S -E -04 S -F -2.2 S -F -2.3 P-E-R1 P -L -01 F -D-11 F -D-31 F -L -01 T -A -01 T -A -02 T D -01 T D -02 T -D -03 T D -04 T D -05 T -D -06 T -D -07 T -D -10 T -D -11 DRAWI \G I \SEX M -A -01 M -D-11 M -D-31 M -D-R1 M -E -11 M -F -01 M -F -02 M -I -01 M -I -02 M -K -01 M -K -02 M -K -03 M -K -04 M -K -05 M -K -08 M -K -09 M -K -10 M -L -01 M -L -02 M -M -01 M -M -02 E -J-02 E -J-03 E -J-10 E -J-20 E -J-21 E -J-22 E -J-23 E-J-24 E-J-25 E -J-26 E -J-27 E -J-28 E_ -J-29 E -J-30 E -J-31 E -J-32 E -J-33 E -J-34 E -J-35 T -D -12 T D -13 T D -14 T D -15 T -E -01 T-E-03 T -E -06 T E -07 T F -01 T F -02 T - -F -03 T -F -04 T F -05 T G -01 T G -02 T -G -03 T G -04 T -G -05 T G -06 ARCHITECTURAL PROJECT INFORMATION SHEET INDEX FIRST FLOOR LIFE SAFETY & EGRESS THIRD FLOOR LIFE SAFETY & EGRESS SITE PLAN FIRST AND SECOND FLOOR PARTIAL DEMO PLANS THIRD FLOOR PARTIAL DEMO PLAN ROOF LEVEL PARTIAL DEMO PLAN FIRST AND SECOND FLOOR PARTIAL PLANS THIRD FLOOR PARTIAL PLAN THIRD FLOOR PARTIAL PLAN THIRD FLOOR UNDER FLOOR PLAN ROOF LEVEL PARTIAL PLAN FIRST FLOOR PARTIAL REFLECTED CEILING PLAN THIRD FLOOR PARTIAL REFLECTED CEILING PLAN THIRD FLOOR PARTIAL REFLECTED CEILING PLAN ENLARGED PLANS COLO RAISED OOR - FL GRID COORDINATES EXTERIOR ELEVATIONS BUILDING SECTION & DETAIL WALL SECTIONS BUILDING DETAILS INTERIOR ELEVATIONS AND SECTIONS PARTITIONS TYPES AND INTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS DOOR & FRAME TYPES DOOR & FINISH SCHEDULE STRUCTURAL MECHANICAL ELECTRICAL PLUMBING FIRE PROTECTION GENERAL NOTES PARTIAL FOUNDATION PLAN PARTIAL 2ND FLOOR FRAMING PLAN PARTIAL 3RD FLOOR FRAMING PLAN PARTIAL ROOF FRAMING PLAN FOUNDATION SECTIONS EJ - IAUST STACK ANCHORAGE ROOF & FLOOR SECTIONS LEGEND PARTIAL PLAN FIRST FLOOR PARTIAL PLAN THIRD FLOOR PARTIAL PLAN ROOF LEVEL PIPING PARTIAL PLAN FIRST FLOOR BMS BLOCK DIAGRAM INSTRUMENT DETAILS SECTION SECTION SPACE CONTROL P &ID COLO AH P &ID COLO RELIEF P &ID UPS AHU P &ID_ GENERAL EN-I P&ID FUEL OIL P &ID FUEL OIL P &I AIM AHU P &ID DETAILS DETAILS MECHANICAL SCHEDULES MECHANICAL SCHEDULES PARTIAL PLAN ROOF LEVEL PLUMBING DETAILS PARTIAL PLAN FIRST FLOOR PARTIAL PLAN THIRD FLOOR FIRE PROTECTION DETAILS TELECOMMUNICATI DNS LEGEND NOTES AND ABBREVIATIONS POWER PARTIAL PLAN FIRST FLOOR LIGHTING PARTIAL PLAN FIRST FLOOR LIGHTING PARTIAL PLAN THIRD FLOOR ELECTRICAL LIGHTING PARTIAL PLAN THIRD FLOOR LIGHTING PARTIAL PLAN ROOF POWER PARTIAL PLAN FIRST FLOOR P()INFR PARTIAL PLAN THIIRn FLOOR POWER PARTIAL PLAN ROOF FIRE ALARM PARTIAL PLAN FIRST FLOOR FIRE ALARM PARTIAL PLAN THIRD FLOOR FIRE ALARM PARTIAL PLAN THIRD FLOOR FIRE ALARM PARTIAL PLAN ROOF GROUNDING PARTIAL PLAN FIRST FLOOR GROUNDING PARTIAL PLAN THIRD FLOOR ONE -LINE DIAGRAM ONE -LINE DIAGRAM UDS - PIA & PIB INTERLOCK GROUNDING SCHEMATIC DIAGRAM COMPUTER ROOM EPO DIAGRAM COMPUTER ROOM EPO DIAGRAM COMPUTER ROOM EPO DIAGRAM ELECTRICAL DETAILS ELECTRICAL DETAILS FIRE ALARM DETAILS FIRE ALARM DETAILS FIRE ALARM DETAILS LIGHTING EMERGENCY COMPLIANCE PANEL SCHEDULES PANEL SCHEDULES & LOAD CALCULATIONS_ ELECTRICAL ALARM FUNCTION AL MATRIX ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES ELECTRICAL RPP PANEL SCHEDULES NOT USED By Date: J: \PROJECTS \MICROSOFT— DATA \MSTK5\CADDMSTK5\SHEETS \A A 00.DON REVISIONS - No ranges shall be made tc the scope of work without prior approval of T kwila - Building Divis on. - NOTERevisionswilt require -B new plan submittal - -- and -may- include additianatplan review fees. Pir - revI :w approval is subject to er - c s end omission: ;. as construction documents does not armor z ) -tom '°tioI < of any-adopted code Or or r ro. c Eppr -eved Field . d mod" Is is acYalo t � W hoc I cy l Cf t' Qfiukwwi a T 44 .D VI ID 1 DRAWING INDEX/COVER SHEET SYMBOLS, ABBREVIATIONS AND NOTES LEVEL 1 COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 2 COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 3 COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 3 ENLARGED COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 1 BUILDING SPACE TELECOMMUNICATIONS WORKSTATION OUTLET PLAN LEVEL 3 BUILDING SPACE TELECOMMUNICATIONS WORKSTATION OUTLET PLAN LEVEL 3 BUILDING SPACE WIRELESS LAN SYSTEM LAYOUT LEVEL 1 PARTIAL PLAN EPMS NETWORK SYSTEM LEVEL 3 PARTIAL PLAN EPMS NETVVORK SYSTEM LEVEL 3 PARTIAL PLAN BCMS NETWORK SYSTEM LEVEL 3 CABLE TRAY SUPPORT POST PLAN LEVEL 3 CABLE TRAY AUXILIARY FRAMING SUPPORT PLAN CABLE TRAY SECTIONS MDF 1 CABLE ROOM LAYOUT MDF 1 RACK ELEVATIONS MPOE AND WAN ROOM PLANS SECURITY IDF AND SATELLITE CABLE ROOM ENLARGED PLANS CONDUIT ONE -LINE DIAGRAM COPPER ONE -LINE DIAGRAM SINGLEMODE ONE -LINE DIAGRAM MULTIMODE ONE -LINE DIAGRAM ONE -LINE DIAGRAM -EPMS BACKBONE SYSTEM WORKSTATION OUTLET TYPICALS COMMUNICATIONS DETAILS COMMUNICATIONS DETAILS SINGLEMODE FIBER TERMINATION DETAILS MULTIMODE FIBER TERMINATION DETAILS WIRELESS ACCESS POINT INSTALLATION DETAIL SEPARATE PERMIT REQUIRED FOR: 11 uchanicai Eractrical _ Iumbing Gz s Piping City c f Tukwila LBI3 DIVISION Reil ti) CODE COMPLIANCE � PRA E _._ al 0 9 ON C;.! 4" Tukwila -BUIL DIN PIY... SIQL 9/29/2008 oft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS. Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electricol Engineer Engineering Manager Security Manager FF&E CALLISON PROJECT MANAGEMENT Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer tio CALLISON www.callison.com Design Team Approvals Date Revisions o. Date Description 05/23/08 ISSUED CONSTRUCTI 06/17/08 PERMIT RESUBMITTA 07/01/08 ASI# 2 09/30/08 REVISION PERMIT SE Registration RE!I'- .TERED CHITECT EVEN E. EPPLE STATE OF WASHINGTON Key P REVISNOR_____ 1 Sheet Title PROJECT INFORMATION SHEET INDEX RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER A-A-OO 1 1 : 39 : 58 A MCOPYRIGHT (6) 2008 CALLISON N NEW LOUVERS TO MATCH EXISTING ON WEST FACE NEW EXHAUST NEW EXHAUST \ PROVIDE 24" HIGH CURB FOR SOUND ATTENUATION (SUPPLIED BY MECH CONTRACTOR) z \ B 1- TYP. NEW GENERATORS 500 GALLON DAY TANK (UL-2085) A GENERATOR 150 01 3 1/8"=1' 13'-0" 0 J— —0 GENERATOR CONDUIT TRENC IH 0 7 - BOLLARDS SEE DE1A1 8/A-M-01 ..... ... . • I „ , 7"; GE\ERATOR ROO v PARTIAL FIRST EL A 3 OR EXIST. SPRINKLER ROOM GENERATOR DIST. CAST IN PLACE RING AND COVER v ■ v 0 0 0 D 0 0 4 0 014-11:121 f 0 I i - -- A P I 0 I 4 FUEL OIL TREKH - -, 77 - 77v "1".7. z2,-,>)7":" ) • _ _ _ TRENCH AC HATCH ESS PROVIDE 16'x 20'-8" OPENING FOR SOUND ATTENUATION (SUPPLIED BY MECH CONTRACTOR) 3 M II la 0 0 •-• 0 - •-• GENERATOR DIST. r AIRI SHAFT Ti 151 CONDUIT SHAFT PART 03 UPS ROOM T1 A EYE WASH KIT T1 02 AL SECO\ TYP. 1/8"-1' IR SHAFT L r BATTERY CONTAINMENT BATTERY CONTAINMENT h ,1=)s ROO FLOOR v PARTIAL FIRST FLOOR A-M-01 LI EYE WASH KIT ---- -El- -- EYE WASH KIT EXISTING DOOR TO REMAIN WALL SYMBOL KEY: • • • 1 HR RATED WALL 2 HR RATED WALL 0 4 8 12 V8" =t-O" 20 TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date CUSTOMER OPERATIONS: CALLISON CALLISON www.callison.com Internal Project No. 208089.01 M.S. Project No. P.11161 Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT: Project Planner Project Manager Senor Project Manager Development Manager Project Manager Quality Control Reviewer _A,k Date Descdption /■.\, 05/23/08 ISSUED CONSTRUCTION 06/30/08 DI #1 09/30/08 REVISION PERMIT SE FIRST AND SECOND FLOOR PARTIAL PLANS Jg \PROJECTS \ M ICROSOFT_DATA \ MSTK5 \ CADDMSTK5 \ SHEETS \ A -D 01. DGN 9/2'3/2008 Bg 59: 35 AM COPYRIGHT ©2008 CALLISON 4s) Design Team 36 Approvals Revisions Registration TEVEN E. EPPLE STATE OF WASHINGTON Date ■I■■■1 Key Plan ■■■•=1= Sheet Title RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER A-D-01 A -M -02 Arm AM REFER TO STRUCTURAL FOR REINFORCEMENT REFER TO STRUCTURAL FOR REINFORCEMENT �'ii .�.�,;�:fPx.,... ��..;:u3�r0. "nW.n.'�,, le•c: f,..,..: 's:3" e• „.. +.. .� �r f d 7 F) A' 9 q9 tlia llee,�c����81.7} +is�i 1Yi�,r @Gr'k?jl$�uf�l� •r�r,�:�ta��'�i �:��iz���°r� IMM ■ -M-02 EXISTING 11' -2” XISTING • 7' -2" _ EXISTING 10' -0" 10 -0� f 10' -0" 10'-6" SECURITY TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechonicol Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Planner Project Manager Senior Project Manager nr..rInnmrn+ Mnnngrr CALLISON CALLISON www.callison.com Design Team Revisions 06/30/08 DI #1 07/23 DI . #3 07/29/08 ASI #4 Approvals Date 08/11/08 ASI #5 /RFI #36 09/30/08 REVISION PERMIT SE"r gistration I EGI' ARI STEVEN E.EPPLE STATE OF WASHINGTON Key Plan — F 1 Uzi HVAC SHAFT (TYP. OF 8) 6' -10" 42" HIGH GUARDRAIL (SUPPLIED BY RAISED FLOOR SUPPLIER) J THIRD FLOOR COLO 1/8' - 1' B MEN 354 PREVIOUS WALL TYPE TAG HAS BEEN REMOVED WOMEN 355 x E- TI 1' 9' -2" TYP, ADD. ALT. 4 1 COLO EQUIPMENT (NIC)(TYP.) 10' - 0" TYP. RELOCATED EXIT DOOR W /AREA REFUGE. Ep AF -1 AF -2 PERFORATED OR GRATED TILE (50X OF EA.) OPEN TO SLAB; CUT TILE OPENING TO ALLOW EQUIPMENT STAND TO REST ON SLAB BELOW ■�I �IMIMI ia ;7 ■ ■ ■■ • °I■ ■■ AREA OF REFUGE 356 1 8' 0 " �,�,_�_ 10' -0" 1' -0" 4' -9 1/8 2' -6" RAISED FLOOR SYSTEM (TYP.) — - 1' -0" TYP 6' -5 1/2 " 5' -4 1/4 " RETURN AIR SHAFT CONDUIT SHAFT SIUPPLY AIR —I A 12 t SHAFT TYP. SHAFT �� -WALES — 11 ASSET MGT 352 WALL SYMBOL KEY: MMMMMM . —. —. 1 HR RATED WALL 2 HR RATED WALL 36" HIGH GUARDRAIL (SUPPLIED BY RAISED FLOOR SUPPLIER) 0 tktV itkItO ;OK APPRO oc� 3 �o 0 �� i1a GAY 4 8 12 1/8"=1'-0" J: \PROJECTS \MICROSOFT— DATA \MSTK5\CADDMSTK5\SHEETS \A- 0- 03.DGN 9/30/2008 20 Sheet Title THRID FLOOR PARTIAL PLAN RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER A -D -03 11 :53:39 AMCOPYRIGHT ©2008 CALLISON (7)- - -- (T1- - EXISTING — l�J — CONDUITS — VERIFY LOCATION A D 3 1 16 -M -03 N) 353 THIRD FLOOR CORK DOR 1/8' -1' 8' 0" CORRIDOR 1 300 J RAMP AT 1:12, MATCH PRODUCT TO BE INSTALLED AT COLO, RM. 353 rt WALL SYMBOL KEY: 1 HR RATED WALL ll EXIST PARTITION TO REMAIN PAINT ALL WALLS TO MATCH 2ND FLR CORRIDOR WALLS SIM /OPP HAND 0 'REV 10 tO t-tYlk COMPLINK APPROV OCI pg % City pt Tukwila O OWING Dn 4 8 12 1/8" =1' -0" 20 Mic oft TK5 DATA CENTER CORRIDOR 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Dote Internal Project No. 208089.XX M.S. Project No. P.xxxxx CUSTOMER OPERATIONS CALLISON CALLISON www.callison.com Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Design Team Approvals Revisions No. Date Description 09/30/08 REVISION PERMIT SET Registration GISTERED CH STE EN E EPPLE STATE OF WASHINGTON Date Key Pion Sheet Title THRID FLOOR PARTIAL PLAN J:\ PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A - D - 03. 1DGN 9/29/2008 9:©7: 10 AM COPYRIGHT ©2008 CALLISON RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER AD-O3.1 LIGHT FIXTURE LEGEND' EXISTING 2 LAMP, SURFACE MOUNTED FLUORESCENT FIXTURE. BLDG STANDARD 3 LAMP, 2x4 RECESSED FLUORESCENT FIXTURE. MATCH FIXTURE IN 2ND FLR CORRIDOR. DIRECTIONAL EXIT SIGN 1/8' -1' CrJ _� CEILING HT. 10' -0" ABV CONC SLAB CEILING HT. 12'-6" ABOVE CONC SLAB S LAB c THIRD FLOOR CORK J 90R RCP MATCH SUSPENDED ACT CEILING TILE /GRID SYSTEM AT 2ND FLR CORRIDOR REFERENCE 19/A -M -01 FOR DETAILS. CEILING HEIGHT TRANSITION INSTALLED WITH ACT AND RELATED FRAMING. Ktv 1.0 CODE COMPLIANCE APPROVED 00 a 9 2008 City Of Tulcv�lla B ILO ONISIOI _ 1/8" =1-0" 0 4 8 12 20 J: \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A E 03.DGN 9/29/2008 CALLISON Design Drawn Checked Date CUSTOMER OPERATIO Engineering Manager Security Manager FF &E Project Planner Project Manager Development Manager Project Manager CALLISON www.callison.com TK5 DATA CENTER CORRIDOR 3355 S 120th PL Tukwila, WA 98168 Internal Project No. 208089.XX M.S. Project No, P.XXXXX Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer PROJECT MANAGEMENT Senior Project Manager Quality Control Reviewer Design Team Approvals Date Revisions No. Date Description 7/31/08 PRICING 9/30/08 REVISION PERMIT SET egistration GIS RED STEVEN E.EPPLE -TATE OF WASHINGTON Key Plan Sheet Title THRID FLOOR PARTIAL REFLECTED CEILING PLAN A -E -03 CITY OF TUKW1LA OCT O 3 2008 PERMIT CENTER 9: 21: 26 AM COPYRIGHT © 2008 CALLISON 13 S AFT PLA\ SCALE: 1/2 " =1' -0" \ \` RA v SCALE: 1" =1' -0" P PLA\ 5' -g" 41' 1' -0" ° DN • RAMP SLOPE RAMP SLOPE 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED FLOOR MANUFACTURER 1 :12 1:12 15' -0" 15' -0" 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED FLOOR MANUFACTURER DN i B 40' -Or' LANDING @ ELEV. 1' -6" 23 EXTERIOR GRADE @ ELEV. 1' -5" GE \. R SCALE: 1/2 " =1 -0" v 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED FLOOR MANUFACTURER f . STAIR PLA \ UP, 3 RISERS @ 6" 6' -6 1/2 " 42' -6" DN 40' -0" 18 GENERATOR RM. FLOOR ELEV. + 0' RA SCALE: 1 " =1' -0" 1-0" r VP PLA\ WALL MOUNTED HANDRAIL KLV!twtD - U = CODE COMPLIANCE 1 APPROVED OCT 0 9 2000 City Of Tukwila E . ILDING DIVISIO J: \PROJECTS\MICROSOFT_ DATA \MSTK5\CADDMSTK5\SHEETS \A- 0- 0I.DDN 9/29/2008 TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: CALLISON Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com Design Team Approvals Revisions o. Date Description 05/23/08 ISSUED CONSTRUCTION 06/30/08 DI# 1 08/11/08 ASI# 5 /RFI #36 09/30/08 REVISION PERMIT SET Registration TEVEN E EPPLE STATE OF WASHINGTON Key Plan Sheet Title ENLARGED PLANS RECEIVED cfTY OF TUKWILA OCT 0 3 2008 PERMIT CENTER A-G-01 Date 9 :26: 16 AM COPYRIGHT ®2008 CALLISON I I I 1 I !..................,..„..........., I r +i +i +i +i+iii +i +iii +i +i +i +i0ii•i' 411 4 - SEALANT DRAW BAND ROOFING MEMBRANE, .CONFIGURATION PER MFR STRUCTURE (OR STRUCTURAL SUB - MEMBER AS NECESSARY SINGLE -PLY ROOFI FLAS -I \G AT PIPE T -R., ROOF 3 " =1' -0" B3010SP -30 n STAINLESS STEEL RECEIVER SHEET METAL FLASHING FRT WOOD NAILERS ROOFING MEMBRANE, CONFIGURATION PER MFR METAL TRACK SHT MTL CAP— BATT INSUL. METAL STUD 5/8 GWB SHT METAL FLASHING SI \GLE -PLY ROCFI \G - CURB 3 " =1' -0° MTL FLASHING J BACKER ROD & SEALANT INTERIOR CONT BACKER ROD AND SEALANT 3 " =1 -0" SCALE 1 1/2" = 1' -0" GE\ RV LOUVER JAV .mr»)I fir■ LOJVER SILL WOOD NAILER INSULATION METAL FRAME LJ LJJ U ) C) : L — o CC CL LJ CL moo¢= CL B3D10SP -19 EXIST. CONC. PANEL ; MTL. FLASHING PREFINISHED METAL LOUVER SYSTEM UTILITY YARD CONC. PANEL JAMB FLASHING SEALANT INTAKE LOUVER W/ BIRD SCREEN LOUVER AND FRAME METAL FLASHING EXPANSION ANCHORS PER STRUCT. STEEL B -LINE PIPE — ROLLER 83114R -18 OR EQUAL. NEW EXHAUST STACK STEEL PLATE -- NEW EXHAUST STACK STEEL ANGLE 2-1/2" WINDOW CUT IN SIDE OF HSS FOR ACCESS TO BOLT, TYP. 11/2 " =1' -0" ACCESS CUT IN SIDE OF STEEL FOR BOLT ACCESS (TYP.) 1 " =1' -0" 1 "-1' -0" MECH. RTU CURB BY RTU MFG. REFERENCE MECHANICAL SUBMITTAL FOR DETAILS ANCHOR MFG. RTU CURB TO TUBE STEEL 30" O.C. MIN. ,3" FIBER CANT W /OLYBOND ADHESIVE FULLY ADHERED REINFORCED MEMBRANE SECURED W /BONDING ADHESIVE TO CURB WELD MEMBRANES TOGETHER 5x5 TUBE FRAME, REF. STRUCUTRAL DWGS. 1' -6" DIA 2' -6 5/8 " — FULLY ADHERED REINFORCED MEMBRANE SECURED W /BONDING ADHESIVE TO CURB — 1 LAYER 5/8" DENSGLASS 6" METAL STUDS V 16" O.C. W/ R -11 SEMI -RIGID INSULATION SEAM FASTENING PLATE, 12" O.C. MAX. ti MIN. 1 1/2" HOT AIR WELD W /3MM BEAD CUT EDGE SEALANT WHERE REQ. FULLY ADHERED REINFORCED MEMBRANE SLPPORT COLUV\ FIRESEAL & FIREPROOF (PACK W/ ROCK WOOL CR SPRAY). F EXISTING STRUCTURE T SUPPORT FRAV G.,IDE COLLAR SE STEEL TUBE GUISE COLLAR PLA EXISTING ROOF & INSULATION TOP OF LOUVER STEEL TUBE PER STRUCT. 24" FM WALL STRUT PER STRUCT. EXIST. ROOF ASSEMBLY EXHAUST STACK GUIDE COLLAR SEE DTL 17 & 23/A -K -01 STEEL SUPPORT ANGLE PER STRUCT. NEW EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDE STEEL STRUT PER STRUCTURAL EXHAUST STACK GUIDE COLLAR SEE DTL 17 & 23/A -K -01 NEW S.S. EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDER — —� EXIST. MTL. PANEL WALL PRE -FIN. MTL. FLASHING, REFER TO DET. 11/S -M -02 1 "x1/4" CONT. STL. TAB WELDED TO ALL SIDES OF TUBE SEALANT, TYP. - HSS4x4x1 /4 (SEE DET. X /S -M -02 FOR 3RD FLR. GUIDE COLLAR)- EXPOSED FASTENERS TO BE GASKETED ADDITIONAL MTL. STUD FRAMING IN EXIST. WALL C EXIST. MTL. SIDING ABOVE EXHAUST STACK GUIDE COLLAR - SEE DET 17 & 23/A -K -01 ANGLE STEEL W/ EXPANSION BOLTS PER STRUCT. NEW EXHAUST STACK EXIST. TILT UP CONC. PANEL EXIST. GIRDER 1/2 "=1' -0" 3 " =1'0" \ECTIO\ ROOF 2' -0" FLASHING DETAIL 3RD FLC HECTIC\ © C3\ APPROVE OCT 0 9 2008 vTL FLAS -I \G 3RD FLOOR GUISE COLLAR STEEL ANGLE IRON AND EXPANSION ANCHORS PER STRUCT. CODE COMPLIANCE City Of Tukwila BUILDING DIVISION AIPMA- - AI- CALLISON TK5 DATA CENTER EXPANSION 3355 S 124th PL Tukwila, WA 98168 Design Team Design Drawn Checked Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER Microsoft Mechanical Engineer Microsoft Cable Fngineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com Approvals Date Revisions Date _ Description 05/23/08 ISSUED CONSTRUCTION 09/04/08 DI #4 09/30/08 REVISION PERMIT SET Registration REIS U . HI STEVEN E. EPPLE STATE OF WASHINGTON J: \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A- K- 01.DGN 9/29/2008 BUILDING DETAILS 9:35:36 AM COPYRIGHT 02008 CALLISON Key Plan Sheet Title RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER A-K-01 KOROGARD 150 PROTECTIVE WALL COVERING 0.060" THICK, SMOOTH NAP TEXTURE WITH CLASS 1A FIRE RATING. PROVIDE WALL COVERING ON ALL WALLS OF CORRIDOR, INCLUDING RAMP WALLS AND WALLS AROUND DOORS AT TOP OF RAMP. PROVIDE THE FOLLOWING AS REQ'D: #M083 INSIDE CORNER, *M085 OUTSIDE MOLDING, * M088 DIVIDER BAR. 1 CORRCOP, SECTIO 3/4 "-1-0" 3/4 " =1' -0" DRAIL ELEVATIO HANDRAIL HA\ /G.JARDRAIE EEEVATIO\ ELEV. 1'-6" LANDING ELEV. +0' POURED IN PLACE CONC. STEPS & LANDING ELEV. 1' -6" ELEV. +0' A -M -02 Design Drawn Checked CALLISON Internal Project No. 208089.XX M.S. Project No. P.xxxxx PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quolity Control Reviewer CALLISON www.callison.com •7 oft TK5 DATA CENTER CORRIDOR 3355 S 120th PL Tukwila, WA 98168 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security — Manager M Design Team Approvals Date Revisions No. Date Description 07/30/08 PRICING 09/30/08 REVISION PERMIT SET Registration 1ST ED RC 7 CT TEVEN E. EPPLE STATE OF WASHINGTON Key Plan Sheet Title INTERIOR ELEVATIONS & SECTIONS CITY OF TUK WILA OCT 0 3 2008 PERMIT CENTER J: \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A - L - 01 . DGN 9/29/2008 9:36.53 AM COPYRIGHT ©2008 CALLISON PARTIT �O\ NO SCALE PAINT AREA 'OSHA RED' 3 " =1' -0" 3/8 "-T -0" c:i: WEST END OF COLO A -M -02 vP SECTIO\ 2' -9 1/2 " 5/8" TYPE "X" GYPSUM BOARD ONE SIDE ONLY 3 5/8" METAL STUDS METAL STUDS INSULATION IF NOTED CONSTRUCT PER US DESIGN U419 R.F. / RAVP TRA \SITIO 1' -6" 2' -4" DEVICE L3CATIO \S @ EPO ACCESS FLOOR PANEL RAMP THRESHOLD BY ACCESS FLOOR MFR. SWIVEL HEAD PEDESTAL BY ACCESS FLOOR MFL PERIMETER PEDESTAL E ACCESS FLOOR MFR. RAMP SLOPE 1:12 PAINT AREA 'OSHA RED' PARTTO NO SCALE O EAST END OF COLO 3 " =1' -0" 4' -10 3/4 " 3 5/8" METAL STUDS 6" METAL STUDS RAvP SLAB 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED CONSTRUCT PER US DESIGN NO U419 SLIP RESISTANT SURFACE RAISED FLOOR PANEL - STRINGER RESTS ON SUBFLOOR AT EDGE ARM IINC RAMP SHOE RAMP SHOE BY ACCESS 1I0OR MFR. - SECURE WITH CONCRETE ANCHORS PER MFR. RI O. WALL MOUNTED HANDRAIL C) COLO ENTRANCE 2 HR FR DUCT WRAP CONT ALL SIDES FIRESTOP PENETRATION CONT ALL SIDES PEE SCALE: 1/2" = 1' -0" WALL BASE, SEE SCHED. PERIMETER PEDESTAL PER ACCESS FLR. MFR. PARTIAL ACCESS PANEL BOLTED STRINGER PER ACCESS FLR. MFR. FIELD PEDESTAL PER ACCESS FLR. MFR. ADHESIVE EXIST. CONC. DECK RAISES FLOOR EAST &WEST WALLS 11/2 " =1' -0" 3' -4 3/4 " =Z=21 1111111 cAmEAmrtmirtAiligi LEGEND DEVICES SHOWN FOR LOCATION ONLY SEE ELECTRICAL & TELECOMMUNICATION DRAWINGS FOR DEVICE DETAILS 1. "ALARM" HORN STROBE UNIT 2. "TEST MODE" BEACON 3. NORMAL POWER EPO CONTROL PANEL 4. AUXILIARY EPO RELAY PANEL 5. RESERVE POWER EPO CONTROL PANEL 6. EPO PUSH BUTTON STATION PANEL 1 7. EPO PUSH BUTTON STATION PANEL 4 2 8. SEMI - RECESSED EXTINGUISHER CABINET, SEE 10/A -M -05 9. FRAMED NICHE, DEPTH OF WALL, PROVIDE SHELF - FLASHLIGHT AND TILE PULLER PROVIDED BY OWNER 10. DUPLEX OUTLET - MOUNT INTO TOP FACE OF NICHE 11. FIRE ALARM PULL STATION - SEE DETAIL 17/A -M -08 12. TELEPHONE - TYP CUT BASE IN FIELD AS NECESSARY 3/4' =1' -0" -SS FLOORING VETER FASCIA ` ✓ATIO A -M -02 - 42" HIGH PIPE GUARDRAIL ATTACHED PER MANUFACTURER FASCIA TOP ANGLE FASTEN PER MANUFACTURER FASCIA PLATE ACCESS FLOORING PANEL FASCIA BOTTOM ANGLE FASTEN PER MANUFACTURER C3020FA -03 8 A -M -02 FULL COVERAGE THRESHOLD AS SPEC. FLR. COVERING PER SCHED. 2 HR. WALL PARTITION SECOND FLOOR CONC. SLAB T RESHOLD @RAISES FLOCR 1' =1-0" SCALE: 1/8 " =1 -0' TYPICAL 1 1/2" DIA. INTERMEDIATE RAIL S- CURITY ROC DOOR FRAME BEYOND ACCESS FLR. PANEL HANDRAIL AND GUARDRAIL ATTACHED PER RAISED FLOOR MANUFACTURER RAISED FLOOR: 30" AFF FINISH FLOOR v ELEVATIO VERIFY EL W/ MECHANICAL ROUGH OPENING IN WALL TO RECIEVE ACTUATOR REFER TO MECHANICAL 3/4 " =1' -0" 3 " =1' -0" BASE AS SCHED PER PLAN SECTIO\ T - ROUGH -VAC SHAFT 3RD FLOOR SLAB J RAIL 9 WALL ELEVATION (N.T.S) INSULATION AS NOTED LEDGER ANGLE METAL STUD BLOCKING BASE PER SCHEDULE ACCESS FLOOR EL 30" AFF B 0 STEEL TS SUPPORT LEDGER ANGLE WALL TYPE PER PLAN 4" TS POST ON 8x8 PLATE BOLTED TO SLAB CONT. 16 GA. GALV. BACKER. MIN. 12" HIGH OVER 2 STUDS MIN. (16" MIN. WIDTH) 1 -1/2 "o STD. PIPE RAIL #10 F.H.M.S. 2 -EACH 3/8 "0 MB IN EXP. SHIELD NOTE: PROVIDE SOLID BLOCKING © STUD WALL HANDRAIL BRACKET 5' -0" O.C. MAX. TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager CALLISON PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com Design Team Approvals Date Revisions o. Date Description 05/23/08 ISSUED CONSTRUCTIO 06/17/08 PERMIT RESUBMITTAL 09/09/08 ASI #7 09/30/08 REVISION PERMIT SET 'egistration •EGI RED ITE STEVEN E.EPPLE STATE OF WASHINGTON Key Plan Sheet Title INTERIOR DETAILS RECEIVED CITY OF TUKWl/ILA OCT 0 3 2008 PERMIT CENTER J: \PROJECTS \MICROSOFT_ DATA \MSTK5\CADDMSTK5\SHEETS \A- M- 02.DGN 9/29/2008 11:29: AMCOPYRIGHT ®2008 CALLISON 0 - FACE OF GWB KOROGARD *M082 J- MOULDING - 1/2" FIRE TREATED PLYWOOD PROTECTIVE WALL COVERING LAMINATED TO PLYWOOD WITH KOROGARD SUPERTEK XT 2000 OR HISTIK ADHESIVE ICIORRIDOR WA\ 3 " =1 NOTE:USE KOROGARD 0100 COLOR MATCHED CAULK WHERE REQ'D. SCOT CT-1 DALTILE FLOOR TILE CT -2 DALTILE WALL TILE CT -3 AMERICAN OLEAN ACCENT CT -4 AMERICAN OLEAN ACCENT P -2 BENJAMIN MOORE TILE SPEC: BUFFSTONE SDK -147, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP: MATCH BUILDING STANDARD TILE SPEC: GLAZED TILE CT. DOVE D -725, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP: MATCH BUILDING STANDARD TILE SPEC: MATTE PARK ASPEN 4 54, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP- MATCH BUILDING STANDARD TILE SPEC: MATTE CORAL 4 56, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP MATCH BUILDING STANDARD RESTROOM/ SHOWER ROOM WALLS AND CEILING MATCH EXISTING BUILDING FINISH TYPE COLOR: MATCH EXISTING FRONT EDGE OF COUNTERTOP SUPPORTED BY 3 X 2 X 1/4 TUBE, EACH END FASTENEDTO METAL WALL FRAMING rI 3RD FLOOR 14 CT -4 ACCENT WALL TILE, CENTER OVER PLUMBING FIXTURES, TYP. CT -3 ACCENT WALL TILE CT -2 WALL TILE RETURN CT -2 ON PERPENDICULAR WALL TO EXTEND ONE FULL TILE BEYOND NEW TOILET PARTITION FRONT OF PARTITIONS SHOWN DASHED LAVATORY I\ 3" =1' -0" PROVIDE AND INSTALL LAVATORY, COUNTERTOP, FAUCET, BACKSLPLASH, AND SOAP DISPENSERS CT -2 WALL TILE AND COVED BASE PER FINISH SCHEDULE ELEVATIO\ SCALE 1/2 " =1' - 0" a P -2 1' -7" MAXIMUM TO CENTERLINE OF CONTROLS 1/8" RADIUS, TYPICAL ADA COMPLIANT LAVATORY FAUCET DELTA 3549 -WF HGMHDF SOLD S SEE 11/A -M -03 FOR MOUNTING HEIGHTS AND DIMENSIONS OF GRAB BAR AND TOILET 2' -0" � 1 — RFAC \ G — 1 — - - -Y_ . _ , CO / TER SEE 1 /A -M -03 FOR MOUNTING HEIGHTS AND DIMENSIONS OF GRAB BAR AND TOILET •1t) 1 . PROVIDE AND INSTALL FULL HEIGHT MIRROR TO RUN LENGTH OF WALL • 0) SPLASH, 3 SIDES, SCRIBED TO WALL SOLID SURFACING COUNTERTOP - THICKNESS AND SUBSTRATE PER FABRICATOR 2X LEDGER, 3 SIDES LAVATORY - MOUNTING AND CONFIGURATION VARIES - INSULATE PIPING IF INDICATED APPLIED FINISH VARIES H10 -02 PROVIDE AND INSTALL LAVATORY, COUNTERTOP, FAUCET SOAPDI PENSERSLASH, AND CT -2 WALL TILE AND COVED BASE PER FINISH SCHEDULE 3RD FLOOR CT -4 ACCENT WALL TILE, CENTER OVER PLUMBING FIXTURES, TYP. CT -3 ACCENT WALL TILE CT -2 WALL TILE RETURN CT -2 ON PERPENDICULAR WALL TO EXTEND ONE FULL TILE BEYOND NEW TOILET PARTITION FRONT OF PARTITIONS SHOWN DASHED n MOUNTING HEIGHTS GIVEN HERE ARE TYPICAL UNLESS OTHERWISE NOTED. ELEVATIONS GIVEN ARE ABOVE FINISH FLOOR. v THIR 1 SCALE: 1/2' =1' -0" v TI \G HEIGHTS FOR TC MEN 354 FLOOR BATHROO v LET PLA\ r 10' -1" ACCESSORIES A\ SCD /TPD OR SCD /SNR /TPD N Lf7 " 1. WATER CLOSETS ARE SHOWN WALL - MOUNTED, BUT MAY BE OTHER TYPE PER SPEC. 2. ACCESSORIES ARE SHOWN COMPARTMENT- MOUNTED, BUT MAY BE IN OR ON WALL AT END STALL. 3. ACTUAL ACCESSORY LOCATIONS MAY BE OPPOSITE -HAND. SEE PLANS FOR ACTUAL ORIENTATION. 4. PROVIDE SANITARY NAPKIN RECEPTACLES (SNR) IN WOMEN'S TOILETS ONLY. n ACC STALL - SCHE 1/4 " =1' -0" 5' -0" 5' -0" MINIMUM CLEAR (VERIFY WITH PLANS) -0'I 2' -0". LAV UR 0 MIR f 1' -10" PL v DE C—) a r (\v BI \G FIXTURES v GB ATIC WC TPD /TPH /SNR 5' -0" H10 -20 4' -8" MIN CLEAR FOR - WALL - HUNG WC. 4' -11" MIN CLEAR FOR FLOOR MOUNTED WC. (VERIFY WITH PLANS) H10 -10 FD 10' -1" ACC ACCESSIBLE DF ADA COMPLIANT DRINKING FOUNTAIN ELKAY EBFATLR -8 (COMBINATION) GB GRAB BARS: GB -1 (1) BOBRICK 6806 SERIES 36 "x1 1/2" GB -2 (1) BOBRICK 6806 SERIES 42"x11/2" GB -3 (1) BOBRICK 6806 SERIES 18"x11/2" LAV LAVATORY - ADA COMPLIANT, MATCH BUILDING STANDARD MIR MIRROR PTD /WR PAPER TOWEL DISPENSER AND WASTE RECEPTACLE - BOBRICK B -4394Y SCD SEAT COVER DISPENSER - BOBRICK B -4221 SD SOAP DISPENSER - BOBRICK B -8221 SNR SANITARY NAPKIN RECEPTACLE, PARTITION MOUNTED - BOBRICK B - 270 SND SANITARY NAPKIN DISPENSER - BOBRICK B- 435009 TPD /TPH MULTI -ROLL TOILET PAPER DISPENSER - BOBRICK B -2740 UR ADA COMPLIANT URINAL AMERICAN STANDARD ALLBROOK URINAL 6541.132 MANUAL FLUSH VALVE - SLOAN ROYAL MODEL 186 -1 LOW CONSUMPTION WC ADA COMPLIANT TOILET AMERICAN STANDARD AFWALL ELONGATED FLUSH VALVE TOILET MANUAL FLUSH VALVE - SLOAN ROYAL MODEL 111 LOW CONSUMPTION WR WASTE RECEPTACLE SCD /TPD OR SCD /SNR /TPD 12 CT -1 TCILET R00 CC ABBREVIATIO NOTES; WOMEN 355 4' -11/2 " NO NO SCALE 1/4 " =1' -0" v L -GE \' 1. WATER CLOSETS ARE SHOWN WALL - MOUNTED, BUT MAY BE OTHER TYPE PER SPEC. 2. ACCESSORIES ARE SHOWN COMPARTMENT- MOUNTED, BUT MAY BE IN OR ON WALL AT END STALL. 3. ACTUAL ACCESSORY LOCATIONS MAY BE OPPOSITE -HAND. SEE PLANS FOR ACTUAL ORIENTATION. 4, PROVIDE SANITARY NAPKIN RECEPTACLES (SNR) IN WOMEN'S TOILETS ONLY. TYPICAL STALL - SC PROVIDE FULL HEIGHT BUILDING STANDARD MIRROR ALONG LENGTH OF COUNTERTOP PROVIDE CT -2, CT -3 AND CT -4 AT PLUMBING WALLS PROVIDE BULLNOSE WALL TILE AT TILE STOPPING POINT PROVIDE INSTANT -FLOW WATER HEATER S -80 AND ALL REQUIRED ELECTRICAL AND PLUMBING. COORDINATE WITH BUILDING MANAGEMENT. PROVIDE RESTROOM SIGNAGE, COORDINATE WITH BUILDING OWNER PROVIDE NEW POWER OUTLET, PLUMBING AND WALL BRACING FOR WALL HUNG DRINKING FOUNTAIN COMBINATION 2' - 2 1/2 " VERIFY E v H10 -19 ATIC H10 -12 J: \PROJECTS \MICROSOFT_ DATA \MSTK5\CADDMSTK5 \SHEETS \A- M- 03.DON 9/29/2808 tic oft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Dote CALLISON Internol Pro ject No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS= Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT' Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer 4s) CALLISON www.callison.com Design Team Approvals Revisions Ajki o. Date Description 05/23/08 ISSUED CONSTRUCTIO 09/30/08 REVISION PERMIT SET Registration 36 GI = TERED ITECT STEP N E,EPPLE FATE OF WASHINGTON Key Plan Sheet Title INTERIOR DETAILS ADD. ALT. #1 A -M -03 Date RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER 11:26:31 AMCOPYRIGHT ©2008 CALLISON A P-2 PROVIDE AND INSTALL r I 1 II <- > FULL HEIGHT MIRROR TO RUN LENGTH OF WALL . ■■ .gii§xN kill pm■ N ■■ 1 1 ■ ■� r (\ 8 i jig im1 It _._�. q o T r 0 - FACE OF GWB KOROGARD *M082 J- MOULDING - 1/2" FIRE TREATED PLYWOOD PROTECTIVE WALL COVERING LAMINATED TO PLYWOOD WITH KOROGARD SUPERTEK XT 2000 OR HISTIK ADHESIVE ICIORRIDOR WA\ 3 " =1 NOTE:USE KOROGARD 0100 COLOR MATCHED CAULK WHERE REQ'D. SCOT CT-1 DALTILE FLOOR TILE CT -2 DALTILE WALL TILE CT -3 AMERICAN OLEAN ACCENT CT -4 AMERICAN OLEAN ACCENT P -2 BENJAMIN MOORE TILE SPEC: BUFFSTONE SDK -147, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP: MATCH BUILDING STANDARD TILE SPEC: GLAZED TILE CT. DOVE D -725, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP: MATCH BUILDING STANDARD TILE SPEC: MATTE PARK ASPEN 4 54, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP- MATCH BUILDING STANDARD TILE SPEC: MATTE CORAL 4 56, SEAL PER MFR. RECOMMENDATIONS GROUT COLOR: MATCH BUILDING STANDARD, W/ CLEAR GROUT SEAL TRANSITION STRIP MATCH BUILDING STANDARD RESTROOM/ SHOWER ROOM WALLS AND CEILING MATCH EXISTING BUILDING FINISH TYPE COLOR: MATCH EXISTING FRONT EDGE OF COUNTERTOP SUPPORTED BY 3 X 2 X 1/4 TUBE, EACH END FASTENEDTO METAL WALL FRAMING rI 3RD FLOOR 14 CT -4 ACCENT WALL TILE, CENTER OVER PLUMBING FIXTURES, TYP. CT -3 ACCENT WALL TILE CT -2 WALL TILE RETURN CT -2 ON PERPENDICULAR WALL TO EXTEND ONE FULL TILE BEYOND NEW TOILET PARTITION FRONT OF PARTITIONS SHOWN DASHED LAVATORY I\ 3" =1' -0" PROVIDE AND INSTALL LAVATORY, COUNTERTOP, FAUCET, BACKSLPLASH, AND SOAP DISPENSERS CT -2 WALL TILE AND COVED BASE PER FINISH SCHEDULE ELEVATIO\ SCALE 1/2 " =1' - 0" a P -2 1' -7" MAXIMUM TO CENTERLINE OF CONTROLS 1/8" RADIUS, TYPICAL ADA COMPLIANT LAVATORY FAUCET DELTA 3549 -WF HGMHDF SOLD S SEE 11/A -M -03 FOR MOUNTING HEIGHTS AND DIMENSIONS OF GRAB BAR AND TOILET 2' -0" � 1 — RFAC \ G — 1 — - - -Y_ . _ , CO / TER SEE 1 /A -M -03 FOR MOUNTING HEIGHTS AND DIMENSIONS OF GRAB BAR AND TOILET •1t) 1 . PROVIDE AND INSTALL FULL HEIGHT MIRROR TO RUN LENGTH OF WALL • 0) SPLASH, 3 SIDES, SCRIBED TO WALL SOLID SURFACING COUNTERTOP - THICKNESS AND SUBSTRATE PER FABRICATOR 2X LEDGER, 3 SIDES LAVATORY - MOUNTING AND CONFIGURATION VARIES - INSULATE PIPING IF INDICATED APPLIED FINISH VARIES H10 -02 PROVIDE AND INSTALL LAVATORY, COUNTERTOP, FAUCET SOAPDI PENSERSLASH, AND CT -2 WALL TILE AND COVED BASE PER FINISH SCHEDULE 3RD FLOOR CT -4 ACCENT WALL TILE, CENTER OVER PLUMBING FIXTURES, TYP. CT -3 ACCENT WALL TILE CT -2 WALL TILE RETURN CT -2 ON PERPENDICULAR WALL TO EXTEND ONE FULL TILE BEYOND NEW TOILET PARTITION FRONT OF PARTITIONS SHOWN DASHED n MOUNTING HEIGHTS GIVEN HERE ARE TYPICAL UNLESS OTHERWISE NOTED. ELEVATIONS GIVEN ARE ABOVE FINISH FLOOR. v THIR 1 SCALE: 1/2' =1' -0" v TI \G HEIGHTS FOR TC MEN 354 FLOOR BATHROO v LET PLA\ r 10' -1" ACCESSORIES A\ SCD /TPD OR SCD /SNR /TPD N Lf7 " 1. WATER CLOSETS ARE SHOWN WALL - MOUNTED, BUT MAY BE OTHER TYPE PER SPEC. 2. ACCESSORIES ARE SHOWN COMPARTMENT- MOUNTED, BUT MAY BE IN OR ON WALL AT END STALL. 3. ACTUAL ACCESSORY LOCATIONS MAY BE OPPOSITE -HAND. SEE PLANS FOR ACTUAL ORIENTATION. 4. PROVIDE SANITARY NAPKIN RECEPTACLES (SNR) IN WOMEN'S TOILETS ONLY. n ACC STALL - SCHE 1/4 " =1' -0" 5' -0" 5' -0" MINIMUM CLEAR (VERIFY WITH PLANS) -0'I 2' -0". LAV UR 0 MIR f 1' -10" PL v DE C—) a r (\v BI \G FIXTURES v GB ATIC WC TPD /TPH /SNR 5' -0" H10 -20 4' -8" MIN CLEAR FOR - WALL - HUNG WC. 4' -11" MIN CLEAR FOR FLOOR MOUNTED WC. (VERIFY WITH PLANS) H10 -10 FD 10' -1" ACC ACCESSIBLE DF ADA COMPLIANT DRINKING FOUNTAIN ELKAY EBFATLR -8 (COMBINATION) GB GRAB BARS: GB -1 (1) BOBRICK 6806 SERIES 36 "x1 1/2" GB -2 (1) BOBRICK 6806 SERIES 42"x11/2" GB -3 (1) BOBRICK 6806 SERIES 18"x11/2" LAV LAVATORY - ADA COMPLIANT, MATCH BUILDING STANDARD MIR MIRROR PTD /WR PAPER TOWEL DISPENSER AND WASTE RECEPTACLE - BOBRICK B -4394Y SCD SEAT COVER DISPENSER - BOBRICK B -4221 SD SOAP DISPENSER - BOBRICK B -8221 SNR SANITARY NAPKIN RECEPTACLE, PARTITION MOUNTED - BOBRICK B - 270 SND SANITARY NAPKIN DISPENSER - BOBRICK B- 435009 TPD /TPH MULTI -ROLL TOILET PAPER DISPENSER - BOBRICK B -2740 UR ADA COMPLIANT URINAL AMERICAN STANDARD ALLBROOK URINAL 6541.132 MANUAL FLUSH VALVE - SLOAN ROYAL MODEL 186 -1 LOW CONSUMPTION WC ADA COMPLIANT TOILET AMERICAN STANDARD AFWALL ELONGATED FLUSH VALVE TOILET MANUAL FLUSH VALVE - SLOAN ROYAL MODEL 111 LOW CONSUMPTION WR WASTE RECEPTACLE SCD /TPD OR SCD /SNR /TPD 12 CT -1 TCILET R00 CC ABBREVIATIO NOTES; WOMEN 355 4' -11/2 " NO NO SCALE 1/4 " =1' -0" v L -GE \' 1. WATER CLOSETS ARE SHOWN WALL - MOUNTED, BUT MAY BE OTHER TYPE PER SPEC. 2. ACCESSORIES ARE SHOWN COMPARTMENT- MOUNTED, BUT MAY BE IN OR ON WALL AT END STALL. 3. ACTUAL ACCESSORY LOCATIONS MAY BE OPPOSITE -HAND. SEE PLANS FOR ACTUAL ORIENTATION. 4, PROVIDE SANITARY NAPKIN RECEPTACLES (SNR) IN WOMEN'S TOILETS ONLY. TYPICAL STALL - SC PROVIDE FULL HEIGHT BUILDING STANDARD MIRROR ALONG LENGTH OF COUNTERTOP PROVIDE CT -2, CT -3 AND CT -4 AT PLUMBING WALLS PROVIDE BULLNOSE WALL TILE AT TILE STOPPING POINT PROVIDE INSTANT -FLOW WATER HEATER S -80 AND ALL REQUIRED ELECTRICAL AND PLUMBING. COORDINATE WITH BUILDING MANAGEMENT. PROVIDE RESTROOM SIGNAGE, COORDINATE WITH BUILDING OWNER PROVIDE NEW POWER OUTLET, PLUMBING AND WALL BRACING FOR WALL HUNG DRINKING FOUNTAIN COMBINATION 2' - 2 1/2 " VERIFY E v H10 -19 ATIC H10 -12 J: \PROJECTS \MICROSOFT_ DATA \MSTK5\CADDMSTK5 \SHEETS \A- M- 03.DON 9/29/2808 tic oft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Dote CALLISON Internol Pro ject No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS= Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT' Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer 4s) CALLISON www.callison.com Design Team Approvals Revisions Ajki o. Date Description 05/23/08 ISSUED CONSTRUCTIO 09/30/08 REVISION PERMIT SET Registration 36 GI = TERED ITECT STEP N E,EPPLE FATE OF WASHINGTON Key Plan Sheet Title INTERIOR DETAILS ADD. ALT. #1 A -M -03 Date RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER 11:26:31 AMCOPYRIGHT ©2008 CALLISON SYMBOL ITEM DESCRIPTION REMARKS ACP -1 ACOUSTICAL CEILING PANELS MANUFACTURER: PRODUCT: PRODUCT NUMBER: SIZE: EDGE CONFIGURATION: COLOR: SUSPENSION SYSTEM: CONTACT INFO: MATCH EXISTING BUILDING STANDARD AFL -1 ACCESS FLOOR FINISH MANUFACTURER: MATERIAL: COLOR: CONTACT INFO: MATCH EXISTING BUILDING STANDARD CGS -1 CORNER GUARD - STAINLESS STEEL MANUFACTURER: PRODUCT NUMBER: FINISH: LEG DIMENSION: 2 INCH LENGTH: 4 FEET MATCH EXISTING BUILDING STANDARD MOUNT FROM TOP OF WALL BASE P -1 PAINT COLOR: TBD W P -2 PAINT MANUFACTURER: SYSTEM: COLOR: CONTACT INFO: MATCH EXISTING BUILDING STANDARD RB -1 RESILIENT BASE MANUFACTURER: SERIES: HEIGHT: CONFIGURATION: COLOR: MATCH EXISTING BUILDING STANDARD RF -1 RESILIENT FLOORING - TILE MANUFACTURER: SERIES: COLOR: MATCH EXISTING BUILDING STANDARD REMARKS DOOR )NIC HARDWARE REQUIRED (1ST DR TO REMAIN ALARM, LABEL "EMER. EXIT ONLY'. PANIC HARDWARE REQ. )NIC HARDWARE REQUIRED )NIC HARDWARE REQUIRED aNIC HARDWARE REQUIRED )NIC HARDWARE REQUIRED. FIRE RTG f 4 \ CONFIG ATCH EXIST. RESTROOM DR ON 2ND FLR. ATCH EXIST. RESTROOM DR ON 2ND FLR. EUSE EXISTING DOORFRAME & HARDWARE FIN HEAD JAMB(S) SILL W H `k. (2)3'0" 10 " -O" 4 B HM 2 24/A - M - 01 24/A -M -01 151A UPS ROOM OPENING DOOR FRAME DETAILS NO ROOM NAME HDWE SIZE FIRE RTG TYPE CONFIG FIN TYPE CONFIG FIN HEAD JAMB(S) SILL W H `k. (2)3'0" 10 " -O" 4 B HM 2 24/A - M - 01 24/A -M -01 151A UPS ROOM 1 , 45 HM 151B 2 UPS ROOM 151C UPS ROOM 1 (2)3' -0 10' -0" 45 HM B HM 2 24/A -M -01 24/A -M -01 150A ENERA 3 (2)3' -0 : " -C�" HM B HM HM HM HM HM ! I I Cv! • _13/A 24 /A -M -01 -M -01 24/A -M -01 , -y-- Thr 150B GENERATOR SIM 3' -0" 8 -0 A HM _ --.-..nor 3 --- ''ierwA 1L1 low —_w. -0 i -0" HM 021 24/A -M -01 16 /A -M- 90 351 SECURITY 4 3' -0" 8' -0" HM 24/A -M -01 24/A -M -01 352 AIM ROOM 5 (2)3' -0 10' -0" 90 HM B 24/A -M -01 24/A -M - 01 354 MEN'S RESTROOM EXIST. 3' -0" 8" -0" WD 355 WOMEN'S RESTROOM EXIST. 3' -0' 8 " -0" WD 356 STAIR EXIST. DOOR SC D, NOTE: REFERENCE SECTION 087100 IN THE SPECIFICATIONS MANUAL FOR THE DOOR HARDWARE GROUPS. 5i dti,,44k'%,' >y_ t °�+{$.:. •: '• �i• ` �.',C.. {• • a•• • a a: • .r ¢�•' .... ab 1 ..:.5w1Y •llit::i::J.5u.5 Y.S.e. .... ... .. ;.. .••:VV •.�;. ;.... a.:;. .,�. . yl.•7d ?• .. -....: oo { .. /.. .. h:?. /.� rX• ` \V:.. :�: • ;�' .•A!iffn \.'i .% {l% }/ m�.i ,�,y '' �x•< i:' 3 c{ {•:. x•: 1 '` l�: "r`Yi`aa"a• is 4- i3 % wasar� � :•::: tr�i ' .:• •• �• �9ix�a1R:::a�fJ��:;�6�SeS %.�i`.�.�r ''��r'':': : - . w - ; NN ORI7. S 1 " =1' -0" dl AFT 8' -6" CONFIRM DIMENSION WITH SIZE OF DUCT, INSULATION & CLEARANCE REQUIRED. CLOSURE 3ET. 02 P E P P P P M R TOP OF SUPPLY DUCT AT 23' -7" 2" INSULATION AROUND ALL SIDES OF THE SUPPLY DUCT 2 LAYERS 5/8" TYPE X GWB OVER 4" METAL SHAFTWALL STUDS. BOTTOM OF SUPPLY DUCT AT 20' -7" TOP OF RETURN DUCT AT 20' -2" NOTE: FIRE SEAL ALL OPENINGS IN THE SHAFT ENCLOSURE FROM ANY PENETRATIONS FOR THE DUCT SEISMIC BRACING & DUCT HANGERS. BOTTOM OF RETURN DUCT AT 17'-2" NOTE THE SHAFT ENCLOSURES FOR THE 2 VERTICAL SUPPLY DUCTS AND THE 2 VERTICAL RETURN DUCTS THAT EXTEND FROM THE TOP OF THIS HORIZONTAL SHAFT ENCLOSURE TO THE RTU'S ARE SIMILAR TO THIS DETAIL. n r DOOR A A c RAM L c; v \D / TVPHS , ot LO S C, C1 B ot to Ica B e , e) rtitc CODE GOM pLIANC APPROVE oc1 c 9 2a City 0f Tukwila BUILDDIG vMsYON J: \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A -M-04.DGN 9/29/2008 Mk oft® TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E CALLISON PROJECT MANAGEMENT Project Planner Project Manager Senior Project Manager Development Manager Project Manager CALLISON www.callison.com Quality CantralReviewer Desiyn Teurn Approvals Revisions Date o. Date Description 05/23/08 ISSUED CONSTRUCTIO 06/17/08 PERMIT RESUBMITTAL 07/02/08 DI # 2 09/30/08 REVISION PERMIT SET Registration TEVEN E. EPPLE STATE OF WASHINGTON Key Plan Sheet Title DOOR & FRAME TYPES DOOR &FINISH SCHEDULE RECEIVED CITY OF TUKWILA nr.T 0 3 2008 PERMIT CENTER A -M -04 10:03:00 AMCOPYRIGHT © 2008 CALLISON 18GA. TRACK 0 PNL. EDGES, TYP. Scale: 3/4 " =1' -0" SECTION SECTION L ---DOOR #4 DWLS @ 18 "o /c PERIMETER OF LANDING HILTI HIT- RE500SD (5" EMBED) #4 ® 12 "o /c /\\\ \ EA WAY TOP. EXIST. SLAB EXIST. WALL FTG SECTION METAL STUD PER SCEDULE CONT. TRACK TOP & BOT. w/ NO. 8 EA. STUD EA. SIDE METAL STUD DEMISING WALL PER ARCH. —6x1 ix18GA EA. SIDE w/ 0.125 "0 RAWL "ZAMAC" NAIL -IN FASTENERS © 1' -0"oc (EMBED 1") GYB FINISH PER ARCH NO. 8 SCREWS (0 6 "oc EDGES & 12 "oc FIELD 51" SLAB w /6x6 - W1.4xW1.4 ON 18GA. GALV. -W2 FORMLOK DECK - 3" # STUD SCHEDULE LOCATION DESIGNATION SPACING 1ST FLOOR 6x1 gx18 GA 24" o.c. 3RD FLOOR 8x1 x18 GA 16" o.c. SECTION #4 NOSING BAR s VARIES EXIST. ROOF EXIST. W1 8x35 5' -0" MAX. L6x6x 6' -0 "o /c TYPICAL UTILODOR TRENCH SECTION EXIST. BRACING TO BE REMOVED WATERSTOP Acrezzer irr NEW BRACING © EXIST J v WALL OCCURS OVER TRENCH rett 1 WT8X22.5 c r � 18GA. GALV. W2 FORMLOK DECK 2 #5 IN BOTTOM OF FLUTES EA. SIDE OF MANHOLE 1 #5 IN EA. FLUTE WHERE CMU TYPICAL PLAN EXISTING DEMISING WALL EXISTING UTILIDOR L4x4x7 CONT. SCREW TO EXIST. STUDS w/2 -- #10 SELF DRILLING SCREWS. SECTION b -b 8 " WALL 2 "0 PUDDLE WELD 0 12 "o /c #4 x V-0" CAD 12 "o /c CENTER OVER WT8x22.5 WT8x22.5 BEAR ON 3x3L CAD EA. END WT8x22.5 BEAR ON 3x3L 0 EA. END SECTION c -c DETAIL AT TRENCH INTER. SECTIONS AND CORNERS DETAIL �ue AP EA. NOTE: CUT i" �G HORIZ. SLOT IN NIB BLOCK FOR ANGLE _81 !f DETAIL . - ul DETAIL u3 NOTE: PRIOR TO T.S. FABRICATION CONTR. TO VERIFY THE T.S. & CONNS. WILL MISS ROOF FRAMING MEMBERS & CONNS. EXIST. MASONRY WALLS Scale: 3/4 " =1' -0" NOTES: TWO POSSIBLE CONDITIONS OCCUR AT THE ANCHOR LOCATIONS IN THE EXISTING MASONRY WALL. EITHER THE CELL IS GROUTED OR IT IS NOT. 1.) WHEN THE CELL IS GROUTED SOLID USE 2 "O ALL- THREAD EMBEDDED 42" MIN. INTO % "S HOLES FILLED w /HILTI HIT HY-150 ADHESIVE. 2.) OPENING SHOWN MUST BE LOCATED AT LEAST 4' -0" FROM EXISTING WALL EXPANSION JOINTS. 6- x 1' —O" R w/2 - "0 KWIK BOLT II (EMBED 2i" MIN.) OR i "0 ALL - THREA EBBED 4 MIN. INTO 7 g "9 HOLE FILLED w /HIT HY -150 ADHESIVE- DETAIL R.O. PER J 4" DET U MIN. DETAIL u1 — III — ill — I I NI II= l =1 I I1 =111 -= 111-=111. =111 = 111 == 111 =111= EDGE OF EQUIPMENT EXIST. SLAB TYPICAL HOUSEKEEPING PAD C ) DETAIL SEE DTL. u2 #4 CAD 24 "o /c, E.W. EXIST. MASONRY WALL — tv C IANCE ` CODE OMPL APPROVED \ OCT 0 9 2008 C+ y rTukvuila BU G DIVISION R.O. PER DETAIL u2 DETAIL u4 E NWEN GINEERS NORTHWEST, INC., P.S No. Date Description 05/16/08 PRE -BID WALK THROUGH 05/23/08 ISSUED FOR CONSTRUCTION 1 10/03/08 AS NOTED Revisions FOUNDATION SECTIONS RECEIVED CITY OF TUKWILA OCT 0 3 2008 PERMIT CENTER STRUCTURAL ENGINEERS (206) 525 - 7560, FAX (206) 522 -6698 6869 WOODLAWN AVE. N.L. SEATTLE, WASHINGTON 98115 rAT W.ENWSEATTLE.COM T DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team mar A. TUCKER Drawn D.Q. Checked A. TUCKER 5 -18 -2008 l Projec No. 0 0158t 084 M.S. Project No. P.11181 CUSTOMER OPERATION Microsoft Mechanical Engineer Microsoft cable Englneser Microsoft Eechfaal Engineer Eng>n.N nQ Manager Smartly Manager FREE PROJECT MANADE]IMENi: Project Planner Project Manager Senior Project Manager Development Manager Approvals Date i C LLISON Tukwila, Washington PERMIT Architectural, Structural, Mechanical, Electrical, Plumbing, Fire Protection 5 MAY 2008 ry SEPARATE PORiT RE gtvlethanicat V Electrical g Plurnbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. !MOTE: Revisions e l add�'fio additional plan review and may include Ri�Pif .' Code Basle" aCs linot FILE COPY Permit lam. ri 00 ° MO Mar review approval is subject to errors and c o.ns. Approval of cones merits does not authorize of approved �� code or ordnance. Receipt Copy • is acknowledged: City of Tukwila BUILDING DIVISION TK5 DATA CENTER EXPANSION REVIEWED Thin plan was reviewed forgencral conformance with the ',lot /ming, :.!i s rmnded by the jurisdiction: >< Structural Provisions of the Intrntrtiatuti Building Code 0 Non-structural Provisions of the rntg4 edowai 8t�iidiii�Cai� ❑ Other: The Project ail - Ws:ai t ii u.p iisiMe for sanitemanes with ill * pliwbi. oohs. colliihe of approval. Mad permit requirements eubjeut to the requirraseStr sad iISprefiatss 4 governing iutit<wity. This review does amt relieve Liu Ardtirc ed Issiimmro of &Meatd the rerpettwibiiitr fur a complete design is aunanbo a %rich the laws albs prewsits e a end d thtat: d 1Y - �� t. � t c Jur • `I M �' 7 'o ` a ° Mtq� . 1 CODE COMP' APPR .10. o $ �oae O u ila City ItD.N .D Project Number 208089.01 RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked CALLISON Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager PROJECT MANAGEMENT: Project Planner Project Manager CALLISON WWW.callison.com Senior Project Manager Development Manager Project Manager Quality Control Reviewer Design 1 eam Approvals Date Revisions No. Date Description 06/05/08 PERMIT 13/05/08 90% CD 16/05/08 PRE -BID WALK THRO Gh 23/05/08 ISSUED FOR _ i T I • 17/06/0: P RMIT RESUBMITTAL SY SYMBOL AND DESCRIPTION v 0 BOLS BUILDING SECTION INDICATOR DATUM INDICATOR ROOM NAME 2022 DOOR NUMBER WINDOW NUMBER LOUVER NUMBER XX XX XX 7 _ _J RECTANGULAR DETAIL INDICATOR CIRCULAR DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE SEE XX /A -XXX MATCHLINE INDICATOR EXISTING COLUMN GRID INDICATOR AND GRID LINES ROOM NAME & NUMBER AND FINISH CODES WALL /PARTITION TYPE INDICATOR ROOM NAME 2022 A B C D EXIT LIGHT FIXTURE (CEILING MOUNT) EXIT LIGHT FIXTURE (WALL MOUNT) spot el <F XX A -XXX SMALL CONDITION DETAIL INDICATOR INTERIOR ELEVATION INDICATOR (FIXXXXXD <xIXXX WALL SECTION INDICATOR REVISION INDICATOR NEW COLUMN GRID INDICATOR AND GRID LINES SPOT ELEVATION INDICATOR ROOM NA 2022 F2 ROOM NAME & NUMBER ROOM NAME & NUMBER AND FINISH CODE FINISH INDICATOR vE FURNITURE INDICATOR KEIXXXXX> EQUIPMENT INDICATOR FIXTURE INDICATOR SECURITY CAMERA ABBREVIATIO \S AC ASPHALTIC CONCRETE ID ACC ACCESSIBLE INCL ACOUS ACOUSTICAL INFO ACT ACOUSTICAL CEILING TILE INSUL AD AREA DRAIN INT ADDM ADDENDUM ADJ ADJUSTABLE JAN AFF ABOVE FINISHED FLOOR JS AHU AIR HANDLING UNIT JT ALT ALTERNATE ALUM ALUMINUM KIT ANOD ANODIZED APPROX APPROXIMATE L APT APARTMENT LAM ARCH ARCHITECT, ARCHITECTURAL LAU AUTO AUTOMATIC LAV AV AUDIO VISUAL L I LTG BB BULLETIN BOARD BD BOARD MAS BLDG BUILDING MATL BLKG BLOCKING MAX BO BOTTOM OF MECH BOT BOTTOM MED BRG BEARING MEMB BRZ BRONZE MEZZ BSMT BASEMENT MGT BUR BUILT UP ROOFING MFR MH CAB CABINET MIN CB CATCH BASIN MISC CEM CEMENT, CEMENTITIOUS MO CER CERAMIC MS CFLG COUNTERFLASHING MTD CG CORNER GUARD MTL CH COAT HOOK MVBL CI CAST IRON CIP CAST -IN -PLACE N CL CENTERLINE NIC CLG CEILING NO CLO CLOSET NOM CLR CLEAR NTS CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING OC COL COLUMN OH COMM COMMUNICATION OD CONC CONCRETE OPNG CONN CONNECTION, CONNECT OPP CONSTR CONSTRUCTION ORD CONT CONTINUOUS, CONTINUE OTS CORR CORRIDOR CPT CARPET PBD CSWK CASEWORK PC CT CERAMIC TILE PD CTR CENTER PERP CU CUBIC PLAM PEAS D DEEP PLYWD DOUBLE DOUBLE PNL DEMO DEMOLISH, DEMOLITION PL DET DETAIL PR DF DRINKING FOUNTAIN PRK DIA DIAMETER PROP DIAG DIAGONAL, DIAGRAM PT DIM DIMENSION DIV DIVIDE, DIVISION PTN DMPF DAMPPROOF, DAMPPROOFING DN DOWN QT DR DOOR, DRESSING ROOM DS DOWNSPOUT R DW DISHWASHER RCP DWG DRAWING RD DWR DRAWER REF REFR E EAST REINF EIFS EXTERIOR INSULATION AND READ FINISH SYSTEM REV EJ EXPANSION JOINT RFG EL ELEVATION RM ELEC ELECTRIC, ELECTRICAL RO ELEV ELEVATOR RT ENCL ENCLOSE, ENCLOSURE EP ELECTRIC PANEL S EPO EMERGENCY POWER OFF SC EQ EQUAL SCHED EQUIP EQUIPMENT SD ESCAL ESCALATOR SECT EXH EXHAUST SGL EXP EXPANSION, EXPOSED SHT EXIST EXISTING SHTHG EXT EXTERIOR SIM SPEC FA FIRE ALARM SPKLR FCIO FURNISHED BY CONTRACTOR/ SPKR INSTALLED BY OWNER SO FD FLOOR DRAIN SS FDC FIRE DEPARTMENT SST CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FH FIRE HYDRANT FHC FIRE HOSE CABINET FIG FIGURE T FIN FINISH, FINISHED T &G FLEX FLEXIBLE TEL FLR FLOOR TEMP FLUOR FLUORESCENT TER FO FACE OF, FINISHED OPENING THK FOIC FURNISHED BY OWNER/ TMPD INSTALLED BY CONTRACTOR TO FP FIRE PROTECTION TSTAT FR FRAME, FIRE RATED TV FRMG FRAMING TYP FRPF FIREPROOF, FIREPROOFING FRT FIRE RETARDANT TREATED UGND FS FLOOR SINK UNFIN FT FOOT, FEET UON FTG FOOTING FUT FUTURE VERT FVC FIRE HOSE VALVE CABINET VEST FWC FABRIC WALL COVERING VNR VR GA GAGE VWC GALV GALVANIZED GEN GENERAL, GENERATOR W GFRC GLASS -FIBER W/ REINFORCED CONCRETE W/0 GFRC GLASS -FIBER WC REINFORCED GYPSUM WD GFRP GLASS -FIBER WH REINFORCED PLASTIC WP GL GLASS GYP GYPSUM WR GYP BD GYPSUM BOARD WT WWF H HIGH HB HOSE BIBB XMFR HC HOLLOW CORE HD HAND DRYER YD HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING INSIDE DIANE IER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR JANITOR JANITOR SINI4 . JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION QUARRY TILE RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE SCHEDULE STORM DRAIN SECTION SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THINK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER YARD VICI\ CO OTHER: D ITY GEC CONSTRUCTION & OCCUPANCY TYPES CONSTRUCTION TYPE 2B, FULLY SPRINKLERED OCCUPANCIES: B (BUSINESS) - 1ST FLOOR UPS RM (BUSINESS) - 3RD FLOOR DATA CENTER fR afFt (LOW HAZARD STORAGE) - 1ST FLOOR GENERATOR SEISMIC DESIGN CATEGORY D APPLICABLE CODES: BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE WAC 51 -50 IBC AMENDMENTS 2006 EDITION ENERGY: WASHINGTON STATE ENERGY CODE WAC 51 -11 2006 EDITION MECHANICAL 2006 INTERNATIONAL MECHANICAL CODE W/ 2006 WASHINGTON STATE AMENDMENTS FIRE: 2006 INTERNATIONAL FIRE CODE WAC 51 -54 2006 IFC STATE AMENDMENTS PLUMBING: 2006 UNIFORM PLUMBING CODE WAC 51 -56 & 51 -57 2006 UPC STATE AMENDMENTS ELECTRICAL: 2005 NATIONAL ELECTRICAL CODE WAC 296 -46B ELECTRICAL SAFETY STANDARDS FUEL GAS: 2006 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS. ACCESSIBILITY: IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC /ANSI 117.1 2003 WAC 51 -50 IBC AMENDMENTS 2006 EDITION v I \FOR AP v 1. DO NOT SCALE THE DRAWINGS. AT 10 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE - RAL \OTES 44Pi 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS, UNLESS OTHERWISE DIMENSIONED. 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. PROJECT LOCATION Building 5 First, Second, Third Floors and Roof 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION. 12. MECHANICAL, ELECTRICAL, AND PLUMBING ARE TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. PROJECT :IRECTORY BUILDING OWNER SAI3LY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TFI F' (?OF) ?R1 -8700 f A (:'llL) :'f?;' T),')1 BUILDING SABEY CONSTRUCTION OWNER'S 12201 TUKWILA INTERNATIONAL BLVD. REP. FOURTH FLOOR SEATTLE, WA 98168 TELE' (206) 281-4200 FAX: (206) 281 -0920 ARCII, CALL I SON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101 TELE: (206) 623-4646 FAX: (206) 623 -4625 CONTACT: BRUCE COHEN STRUCT. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: (206) 522 -6698 CONTACT: ALLEN TUCKER MECH. IDCA 2020 SW 4TH AVE, 3RD FLR. PORTLAND, OR. 97201 TELE: (480) 731 -6187 CONTACT: STEVE SOLOMON ELEC. IDCA 2020 SW 4TH AVE, 3RD FLR. PORTLAND, OR. 97201 TELE: (480) 966-8577 x38164 CONTACT' STEVE STEINERT SECURITY SECURITAS SECURITY SERVICES ONE MICROSOFT WAY REDMOND, WA. 98052 TFI E ( ?5) 708 -9866 CONTACT: BOB DUMAS COMM. COMM GROUP, INC. 4040 LAKE WASHINGTON BLVD. SUITE 205 KIRKLAND, WA. 98033 TELE: (425) 688 -3014 PROJECT A APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE W /AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE 2006 INTERNATIONAL RESIDENTIAL CODE 2006 INTERNATIONAL FUEL GAS CODE THE ABOVE WITH STATE AMENDMENTS. 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS WASHINGTON STATE BUILDING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE LAND AREA: 46.15 ACRES. EXISTING GROSS BUILDING AREA: FIRST FLOOR: 188,222 SF SECOND FLOOR: 183,292 SF THIRD FLOOR: 183,292 SF PENTHOUSE: 1,109 SF TOTALS 555,915 SF ALYSIS EXISTING BUILDING HEIGHT :3 STORIES EXISTING PARKING :188 (ON GRADE) BUILDING ZONING: MIC /H MANUFACTURING INDUSTRIAL/ HEAVY (NO CHANGE) OCCUPANT LOAD:NO CHANGE TO EXISTING OCCUPANT LOADS SCOP 3F WCRK TENANT IMPROVEMENTS IN BUILDING e5 OF AN EXISTING DATA CENTER. SCOPE OF WORK INCLUDES CONSTRUCTION OF GENERATOR AND UPS /BATTERY ROOMS ON THE FIRST FLOOR AND DATA CENTER ON THE THIRD FLOOR. B�IL INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 LEGAL � PARCEL 4: G ADDRESS -SCR PTIO\ LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. J A -A -00 A -A -01 A -A -02 A -B -01 A -C -01 A -C -R 1 A -D-01 A -D-03 A -D-04 A-D-R 1 A -E -01 A -E -02 A -G -01 A -G -02 A -H -01 A -I -01 A -J -01 A -K -01 A -M -01 A -M -02 A -M -03 A -M -04 S -A -0.1 S-C-01 S-D-02 S -D-03 S -E -04 S -F -2.1 S -F -2.2 S -F -2.3 M -A -01 M-D-11 M -D-31 M-D-R1 M -E -11 M -F -01 M-F -02 M -I -01 M -I -02 M -K-01 M -K -02 M -K -03 M -K -04 M -K -05 M -K -08 M -K -09 M -K -10 M -L -01 M -L -02 M -M -01 M -M -02 E -A -01 E -C -11 E -D-11 E -D-31 E -D-R1 E -E -11 E -E -31 E -E -R1 E -F -11 E -F -31 E -F -32 RAWI\ -G -1 P -E -R1 P -L -01 F -D-11 F -D-31 F -L -01 T -A -01 T -A -02 T -D -01 T -D-02 T -D -03 T -D -04 T -D -05 T -D -06 T -D -07 T -D -10 T -D -11 T -D -12 T -D -13 T -D -14 T-D -15 T -E -01 T -E -03 T -E -06 T -E -07 T -F -01 T -F -02 T -F -03 T -F -04 T -F -05 T -G -01 T -G -02 T-G -03 T -G-04 T -G -05 T -G -06 G I\ ARCHITECTURAL PROJECT INFORMATION SHEET ,NDEX FIRST FLOOR LIFE SAFETY & EGRESS THIRD FLOOR LIFE SAFETY & EGP - SS SITE PLAN FIRST AND SECOND FLOOR PARTIAL DEMO PLANS THIRD FLOOR PARTIAL DEMO PLAN ROOF LEVEL PARTIAL DEMO PLAN FIRST AND SECOND FLO∎JR PARTIAL PLANS THIRD FLOOR PARTIAL F r+N THIRD FLOOR UNDER FLOOR PLAN ROOF LEVEL PARTIAL PLAN FIRST FLOOR PARTIAL REFLECTED CEILING PLAN THIRD FLOOR PARTIAL REFLECTED CEILING PLAN ENLARGED PLANS COLO RAISED FLOOR GRID COORDINATES EXTERIOR ELEVATIONS BUILDING SECTION & DETAIL WALL SECTIONS BUILDING DETAILS PARTITIONS TYPES AND INTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS ADD. ALT. #1 DOOR & FRAME TYPES DOOR & FINISH SCHEDULE STRUCTURAL GENERAL NOTES PARTIAL FOUNDATION PLAN PARTIAL 2ND FLOOR FRAMING PLAN PARTIAL 3RD FLOOR FRAMING PLAN PARTIAL ROOF FRAMING PLAN FOUNDATION SECTIONS EXHAUST STACK ANCHORAGE ROOF & FLOOR SECTIONS MECHANICAL LEGEND PARTIAL PLAN FIRST FLOOR PARTIAL PLAN THIRD FLOOR PARTIAL PLAN ROOF LEVEL PIPING PARTIAL PLAN FIRST FLOOR BMS BLOCK DIAGRAM INSTRUMENT DETAILS SECTI ON SECTI ON SPACE CONTROL P &ID COLO AH P &ID COLO RELIEF P &ID UPS AHU P&ID GENERAL EXH P &ID FUEL OIL P &ID FUEL OIL P &I AIM AHU P &ID DETAILS DETAILS MECHANICAL SCHEDULES MECHANICAL SCHEDULES ELECTRICAL LEGEND NOTES AND ABBREVIATIONS POWER PARTIAL PLAN FIRST FLOOR LIGHTING PARTIAL PLAN FIRST FLOOR LIGHTING PARTIAL PLAN THIRD FLOOR LIGHTING PARTIAL PLAN ROOF POWER PARTIAL PLAN FIRST FLOOR POWER PARTIAL PLAN THIRD FLOOR POWER PARTIAL PLAN ROOF FIRE ALARM PARTIAL PLAN FIRST FLOOR FIRE ALARM PARTIAL PLAN THIRD FLOOR FIRE ALARM PARTIAL PLAN THIRD FLOOR NOT USE �� ROU DING PA R PLAN FIRST FLOOR E -G -31 GROUNDING PARTIAL PLAN THIRD FLOOR E -H -01 ONE -LINE E -H-02 ONE -LINE DIAGRAM E H 03 UDS - PIA & PIB INTERLOCK E -H -10 GROUNDING SCHEMATIC DIAGRAM E 101 COMPUTER ROOM EPO DIAGRAM E- I- 02 - ,�Y1 COMPUTER ROOM EPO DIAGRAM E- I -ZI'3 COMPUTER ROOM EPO DIAGRAM E -I- � 06, ELECTRICAL DETAILS E -I -1 E -I -20 FIRE ALAR ELECTRICAL M DETAILS DETAILS E -I -21 FIRE ALARM E - FIRE ALARM DETAILS E J -0 -22 1 LIGHTING EMERGENCY COMPLIANCE E -J -02 PANEL SCHEDULES E -J -10 ELECTRICAL ALARM FUNCTIONAL MATRIX E -J -20 ELECTRICAL RPP PANEL SCHEDULES E J 21 ELECTRICAL RPP PANEL SCHEDULES E -J -22 ELECTRICAL RPP PANEL SCHEDULES E -J -23 ELECTRICAL RPP PANEL SCHEDULES E -J -24 ELECTRICAL RPP PANEL SCHEDULES E-J -25 ELECTRICAL RPP PANEL SCHEDULES E J 26 ELECTRICAL RPP PANEL SCHEDULES E -J -27 ELECTRICAL RPP PANEL SCHEDULES E -J 28 ELECTRICAL RPP PANEL SCHEDULES E -J -29 ELECTRICAL RPP PANEL SCHEDULES E-J -30 ELECTRICAL RPP PANEL SCHEDULES E -J -31 ELECTRICAL RPP PANEL SCHEDULES E -J -32 ELECTRICAL RPP PANEL SCHEDULES E J 33 ELECTRICAL RPP PANEL SCHEDULES E -J -34 ELECTRICAL RPP PANEL SCHEDULES E -J -35 ELECTRICAL RPP PANEL SCHEDULES PLUMBING , PARTIAL PLAN ROOF LEVEL PLUMBING DETAILS FIRE PROTECTION PARTIAL PLAN FIRST FLOOR PARTIAL PLAN THIRD FLOOR FIRE PROTECTION DETAILS TELECOMMUNICATIONS DRAWING INDEX/COVER SHEET SYMBOLS. ABBREVIATIONS AND NOTES LEVEL 1 COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 2 COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 3 COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 3 ENLARGED COMMUNICATIONS CONDUIT & CABLE TRAY PLAN LEVEL 1 BUILDING SPACE TELECOMMUNICATIONS WORKSTATION OUTLET PLAN LEVEL 3 BUILDING SPACE TELECOMMUNICATIONS WORKSTATION OUTLET PLAN LEVEL 3 BUILDING SPACE WIRELESS LAN SYSTEM LAYOUT LEVEL 1 PARTIAL PLAN EPMS NETWORK SYSTEM LEVEL 3 PARTIAL PLAN EPMS NETWORK SYSTEM LEVEL 3 PARTIAL PLAN BCMS NETWORK SYSTEM LEVEL 3 CABLE TRAY SUPPORT POST PLAN LEVEL 3 CABLE TRAY AUXILIARY FRAMING SUPPORT PLAN CABLE TRAY SECTIONS MDF 1 CABLE ROOM LAYOUT MDF 1 RACK ELEVATIONS MPOE AND WAN ROOM PLANS SECURITY IDF AND SATELLITE CABLE ROOM ENLARGED PLANS CONDUIT ONE -LINE DIAGRAM COPPER ONE -LINE DIAGRAM SINGLEMODE ONE -LINE DIAGRAM MULTIMODE ONE-LINE DIAGRAM ONE -LINE DIAGRAM -EPMS BACKBONE SYSTEM WORKSTATION OUTLET TYPICALS COMMUNICATIONS DETAILS COMMUNICATIONS DETAILS SINGLEMODE FIBER TERMINATION DETAILS MULTIMODE FIBER TERMINATION DETAILS WIRELESS ACCESS POINT INSTALLATION DETAIL RECEIVED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER - ei - L CTZ - Ulc• — I.s(ran COD CORRECTION LTR #_ 1 J:\ PROJECTS \MICROSOFT_DATA\MSTK5\CADDMSTK5 \SHEETS \A- A- 00,DON COMPLIANCE CO pPROVED JUL 0 8 2008 lb/ Of Tukwila LDN. DIVI SION n Ot21-(t2 6/16/2008 6.8 R ._ �'a• RCHIT =CT EVEN E. EPPLE T E OF WASHINGTON PROJECT INFORMATION SHEET INDEX 2008 CALLISON AilACIAValWAR 4:28:50 PM COPYRIGHT Registration Key Plan Sheet Title A-A-OO c EXIT MAXIMUM OCCUPANT LOAD: 218 OCCUPANTS REQ. OCCUPANT LOAD: 4 REQ EXIT DR. WIDTH (4 X .159 - 3" PROVIDED EXIT DR. WIDTH = 32.75" J: \PROJECTS \MICROSOFT- DATA \MSTKS \CADDMSTKS \SHEETS \A- A- 0I. 6/16/2008 1 = 57:59 PM COPYRIGHT © 2008 CALLISON 0 ..... V I 40 ......, D ...,... IIII I CP IP I 0 I 10 490' -3 1/2 " CO 4_ 0 0 I 0 I ..... ...,.. 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GENERATOR ROOM I f - - - ---- .. � - I j 4 ' IMPS ROOM I II 1 1 EXISTING( CLOSET 1 I I I ----- - - -: 1 I I -- _ 1 � I II' - - - 1' " ',I ._ -..� 1 - !°.� Ili }411 I II I CMi !l I L JAN. 1 l ' i j i I ` � ,1 1 , i:.r a , I � - 41�� _ it f, �� i ' 'r 1 EXISTING ; MPOE 1 1 I I , `� 1 1 EXISTING WOMEN I I I I M=c1 T Offt TK5 DATA C E N TER EXPANSION 3355 S 12 0th P L Tukwila, WA 98168 I --- - - - - -- - - -- A. - - - - - - - FUTURE GENERATOR ROOM I r1 I I I I I I I - - - - - - - L.. -- -- J -�`- - I FUTURE UPS ROOM I I I I.. I I 187 300 I 1 1 _ _ J:1.3- �3 _� - - l -_ ,..: - -- II I , IE; 1 . " ; ° - - T -1:. F. i '` _ ` - EXIT 110 EXIT 7fiAXIM1Jjv1 OTC REQ. OCCUPAN REQ EXIT DR. P7�NT TOAD -T64 - OCCUIxA,dT� - i..__..� - - I- - - - - �- - - ___L - - - - - - - - - _- I I I I I - - - t 3,630 2,896 1 11 -.' ;i I ;f ' i?1 ' , ' LOAD: 110 „ „ I IDTH (110 X .2) - 22 200 300 PROVIDED EXIT DR. WIDTH = 32.75 I I I 18 10 EXIT ff MAXIMUM OCCUPANT LOAD 164 OCCUPANTS REQ. OCC ANT LOAD: 7 REQ EXIT� . WIDTH (72 X .2 ") - 14.4" PROVIDED EDIT DR. WIDT I = 32.75" 1 I 1 I I 2 1 EXIT MAXIMUM OCCUPANT REQ. OCCUPANT REQ EXIT DR. LOAD WIDTH LOAD: 218 OCCUPANTS 91 I (91 X .15 ") = 13.65''' WIDTH = 32.75 I I I 1 1 1 1 I I I 1 1 1 1 1 I 1 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I r - = '- � _ _- _ _ _ 1 - - ��. 1 I Vt 1 Icy - - - ' 1 ' ' I :, " I r - B - - - ; I I 1 1 PROVIDED EXIT( DR. I - - - - - - - - y - - - -, _ - - - - - _ _ - ._ = = - -_ - 1 j I Q I I 329 I I 1 I 1 I I 1 A3 1 S2 244 1 I I 1 EXIT I UNNOCCUPIED SPACE 1 100 I I; 1 1 F - - - - -- - - - - - H3 - I 1 11 I ;? I 'I 1 188 EXIT 1 1 MAXIMUM OCCUPANT LOAD: 218 OCCUPANTS REQ. OCCUPANT LOAD: 16 REQ EXIT DR. WIDTH (16 X .15 ") _ .4" PROVIDED EXIT DR. WIDTH = 32.75" I I 1 1 1 1 1 I I a b 1--) Design Team Design 4 4,958 I 1 EXIT EXIT �' 300 - B - 1 1 200 ® 1 ' EXIT MAXIMUM OCCUPANT LOP: 218 OCCUPANTS 1 1 1 1 1 35,746 - - 1 EXISTING ' 31 1 1 Drawn 300 1 1 REQ. OCCUPANT LOAD: 11 REQ EXIT DR. WIDTH (1 :15 ") _ .15" �z ° 7�_- _- 2- SECURITY T6 u - - - -[ EXISTING VEST. _ ' " E 1 i 1 ,,„..„, p , .. 1 II EXISTING LOBBY 1 OFFICE EXISTING ! - - ... EXIT DR WIDH _- _- _ -_ -_ Q Q ,� �- ° 6 "' 120 PROVIDEl9 Checked 1 ,1 EXISTING 1 1 ' - ? I ! t r w I EXIT 2 A3 i 1 l' I MAXIMUM OC REQ. OCCUP REQ EXIT DR. UPANT LOAD: 164 OCCUPANTS NT LOAD: 15 I WIDTH (15 X ") = 3 "' STORAGE EXIT I I I I 1 I - - -- - F ----- - - -, -- 689 1 .-.. , " EXIT 1 MAXIMUM OCCUPANT LO'pp 218 OCCUPANTS REQ. OCCUPANT LOAD d REQ EXIT DR. WIDTH (6 X .15 ") _ .9" PROVIDED EXIT DR. WIDTH = 32.75" T 1 1 1 1 ' Date .2 PROVIDED EXIT DR. WIDTH - 32.75" 15 Internal Project No. I I EXISTING STORAGE - - - - - - - S2 3,384 3Il0 12 1 I' I 4 1 s 1 5 � - - OCCUPANT LOAD LOAD 1 DR. WIDTH (1 X .15 EXIT DR, WIDTH - - - 1 I 21 OCCUPANTS "b = .15" = 32.75" 1 X -- � _ - - -- - -- 1 46 51 I 1 I 1 I - - - - I _. _ - EXIT { I 1 4, I M.S. Pr 2080$9.01 oject No. P.11161 837 1 - - - 6 EXIT o C PAN 1 �tAX1MCIM LOAD z18 -OCCUR-AIM- REQ. OCCUPANT (LOAD- 42 REQ EXIT DR. WIDTH (42 X .15 ") = 6.3" 1 PROVIDED EXI R. WIDTH = 32.75" P I I - - - - - - - - - , - 1 I T - - - =..- ..= 1 I I' SPRINKLER ; CONTROLS -- - - _..-. 1; 300 I -. -- " "r:r- I.�• 1 B ! I I 1 1 1 I I I I I B '� (� ' 3 z T 979 Approvals Date 120 ,, +' rT I 1 100 � J I 1 1 � 1 ■ EXIT MAXIMUM REQ. OCCUPANT RE Q E PROVIDED I ! I 5 I w EXIT4 EXIT43 1 1 . I I I �r I EXIT MAXIMUM I OCCUPANT LOAD: 218 OCCUPANTS 1 1 I 1 I 1 11 " 10 CUSTOMER OPERATIONS 24 , 1 REQ. OCCUPANT LOAD- 43 REQ'EXIT DR. WIDTH (43 X .15 ") _ �.45" PROVIDED EXIT DR. WIDTH = 32.75 "' l '' : ! 1 +; EXISTING ;ELEV. LOBBY 1 1 _ . � .. .� �. -.cam. _ ,� ,s,c. -�. tee. C I I T ,, r� „�a ,,- ,�.�� -„ N.- ... - - NOTE DAYTANK FUE1_ ARE UL RATED 1 HR RATED FIRE GENERATOR ROOM AS A GROUP °s2 ' r.�. r i ' � � f ^ 1 : I 1 1 I I I ; I I 1 I I I I I I II II L I I I I _. UNOCCUPI SPACE 1 1 I I T I > 1 / / . • ,. N EXISTING I M T ,.., _ ,, p i i r r: 1 1 EXISTING MEN I 1 I ' EXISTING JA N1 I _.. .. - r 1 I _ h . . ._. _ _- - - - i I I 1 � '., - _ - I Microsoft Mechanical Engineer B 1� Microsoft Cable En ineeer g � S2 S 166 yy 1 ' . I" . . ' - ..r... ' S f CLOSET ' EXISTING � ! EXISTING ` '' 'w 1,315 i , 1 ;, .; 1 'I! r<1 PROVIDED 17 ■ (MUM OCCUPANT LOAD 218 OCCUPANTS Q. OCCUPANT LOAD: 127 Q Q EXIT DR. WIDTH (127 X .15 ") = 19.05" EXIT DR. WIDTH - 32.75" OFFICE I:I ._1 Kil ''1 LOBBY I I 1 II 4 1 1� `I 1' I I l: I 1 t f 1 1 I I 1 c 1 1 1 I 1 `E 1 1 ' 1 1 11 rr EXIT �27 o c' ro - - - -- Microsoft Electrical Engineer 1 gi I ,. y i 1 i 100 Engineering Manager I - ENERATOR R OOM I .•� - - 4. •,�„ _ I � 1 li I ,k- w -' ""' I ' I I` r n . ,,ed a aa. I ; ' � , ; 1 ' a R I . J S 1 3 `I u 300 '' 1 EXISTING WOMEN' I I I . + i _,. I -_ - I III' Security Manager 4 58 P¢ 9 1 -- - _ � -- '- P ° qi � I�� t ', . . • _'L'. I 11 nor; I; . I I� I - 1 : - - 1 FF &E CT MANAGEMENT PROJECT ; � f2 'UO - - j 16 ' 'i _ i � I 1 i w 1 I I I , I r , q , 1 I ■ ` T 1 T, ❑ 1,065 1 ' 510 1 I I / a a Project Planner 1 I• I ...:..._ ;:. h . _ .. 100 1 . I I 15 Project Manager 11 I S 2 34 h OFFIC ARE, 1, t 1 pp I Senior Project Manager 1 1 11,347 EXIST. STORAGE pp 1 1 1 Development Mana 6 00.4 / I 4 I ! ' . 3 00 _ , _ ,_ _ - 1 1 ne e "+ • Y'(' h' Project Mana V T 1 `i • 2 i �; 1 1 Quality Control Reviewer •ns 6et b �� t'' I ► I I I I lit _ I I 11 w 1 1 B ., �^ Revisions No. Date Description of ����`I'f! / .• • ' v' i V �" 24,782 , r l - � 1 0 o H3_ F 1 1 I WORK I _ - 1- ...._ 1 I 100 1 1i I 11,535 I 2 4$ 06/05/08 PERMIT 2 58 I 1 I I 13/05/08 90% CD I I ! 16/05/08 PRE -BID WALK THRO 2 AKA OF a THIS PERMIT I � ,. I i ^: - - �E. - - - - - _ - I = . ' f ; , I I 1 1 I : .. • � 1 ... .� :...• ! 1,. I•. : .... 23/05/08 ISSUED FOR 1 1 _ i; -r AREA DIAGONAL DISTANCE 109' 4" REQ EXIT SEPARATION 1 1 4 3 I UNOCCUPIED SPAC I I I I - - - - - 1 1 1 1 I I I ■ Co T. CIO_ 17/06/08 ' E rBTTA I I' 1 I 1 n 1 -- - _._... . i 1 f : ' I i -. = - = �; - - ': '' 0 -- EXT MAXIMUM OCCUPANT LOAD- 218 OCCUPANTS REQ. OCCUPANT LOAD 126 REQ EXIT DR. WIDTH (126 X .15) - 18.9 PROVIDED EXIT DR. WIDTH = 32.75" - - - - - - - - - -� ,I I T, 0 - . = _ - . _ ;. ? 1, I I l $1 1 I 1 I'1 y1 ° `� 02 1 1 B ,' .iu... B 1,606 , - F , [ TRAVEL DISTANCE GENERATOR ROOM g ,. ° . ■1` 1 I 1 5,050 1 -L: > �' 300 FUTURE �� UPS �► 4,T1:0 300 ������� ; .� B ;I '! 1 1% 300 1 COMMON PATH OF TRAVEL DISTANCE (POINT A TO POINT B) 53 REVJEWED FOR TOTAL DISTANCE TRAVELLED A TO C - 203 I CODE COMPLIANCE � APPROVED TRAVEL DISTANCE - UPS ROOM ' 1 1. 1 A D 01 '' 1 ro 6 n 5,424 17 1 EXIST. UPS ROOM 1 1 1 1 1 UPS ROOM 1 , ❑ III ❑ _ 1 EXIST. UPS ROOM' 1 ',' 1 r, , EXIT I 1 1 I! i. 1 126 , L - � -- � - { l -�- 1 I I ! I 'j ,�� 1 300 16 wI ��1 I !I' , 1 1 I tr � , S , � - 19- I- _ 11.10162 -�� - I I I { I I FOR DIESEL 1 206 s RESISTIVE. CLASSIFIED ^ ". 1 I� I = I� �� ■ � ,I I 1 i , .. ;- ' � 1 0 o EXISTING WOMEN COMMON PATH OF TRAVEL DISTANCE JUL 0 8 2008 (POINT A TO POINT B) 98' MIN. EXIT SEPARATION �q II 1 (DISTANCE 36' 5" I I i I � I _ Ij l' I 11 7 _, ACTUAL EXIT SEPARATION DISTANCES 73' 2" 1- l TOTAL DISTANCE TRAVELLED A TO C - 165 City Of Tukwila LEGEND �UILDIN D r IVISZ. N Registration 9 EGI. RED A I•! lT�t # ` . a E. PPPLE 57A7EDFWASHINGTpN I 1 � I I w I I F I I I I- LI ❑ 1 ®' 1 �. 1 ! i � AREA OF WORK HIS PERMIT; 1 ❑ � � ► � � ... > ,• 1 - -- _ .. - - .. __ ... . - X OCCUPANCY GROUP SQ. FT. PROVIDED GROSS S OCCUPANT LOAD FACTOR NUMBER OF OCCUPANTS REQUIRED EXITS R ... 7 .. .� � EGRESS OCUPANT PATS 4 WIDTH: REQUIRED IS 44 , ;; I I I ' I ' I MIN. EIT SEPARATION DISTANC • ACTUAL EXIT SEPARATION DIST,IWC . 11`� � ]uI L; 1 I Xx • /r 1 I ( XX 1 f COMMON PATH TRAVEL. 25 OF I 1 EXISTING MEN ' �; � � XX I _... Y � I � Oil t ip , . , ;f I I I ,. ,.. - � l � X ' "' ° ill i '' ►�® , 000010/1 I f I I I I I i l; I.: , ! X I I I ; , I ,., a -; L : F- - /- - - I I I I 1 - I, EXIT _ Key K Plan 1/� /\/ T / EXIT SIGN WITH DIRECTIONAL INDICATOR ® EXIT SIGN 0 COMMON PATH OF TRAVEL PATH OF EGRESS TRAVEL ' f i1 I _�� _ _ I _, \ _ '...1 i i m �^ I I I` ` � _ _ _ _ J � � GEN I , - '7 , 77 - "T . q .w.. , .. EMERGENCY 1 5,204. / / 1 N l �� N - I I AREA pIAGONAL DISTANCE :100' ,ID" REQ E IT SEPARATION I _ 'I; 100'(1/3) 33' 4" I 'I 1 1 EXISTING 1 I .�• � ;•,., Wm I LIGHTING LOCATIO AND 1 OFFICE AREA i f { �''�- a ° N-J - �- , � it TRAVEL (STANCE AE 1016.1) (PER T L . ALLOWED: 3001 ACTUAL: 227 0 2'00 III j1; i !;' 0� ' _ „ i 1 1 „ I, ,I { ,I? r r 2� _ PER SHEETS E - -11 AN ED 31 I, III 11 1 jIi---- _ _ _ _0� ��1 J I 1 1 I. _ � I I I I I { `I -_ I - - _ _- 1 i � :t- �_ 1� I � " ' F - -- - - - - -- - -- - ' r - - - "7111L _ 1 : • • ... , .._... � j ' I � . . I 1 I . - " ' Wr d:- 1 T r - - - - - -- - - - --- .- - - --, - - ' l- - -- - EMERaNCY t- ,,. - - _ , - - -- - - - - - --- - - - _ - - - - - - - - -- - - --- - - - - - , -- I II TRAVEL DISTANCE (PER TABLE 1016.1) MAX.ALLOWED� 150' ACTUAL 991-5" PATH WIDTH 26 OCCUP. x .2 5.2 MIN. 44 " PROVIDED ra I; 1 '; p1 1 1 " 11 EXIST. GENERATO ROOM I 1 I 1 I ' r ij 1 I III �1 ' ll :II ! 1 !I'' H.3 EXIST. GENERATOR ROOM 1 I I , I �I -' / !, LIGHTING � 11 � 1 1 1 , 1 iI ` :::..r 4 ' i A3 a Sheet Title FIRST FLOOR LIFE SAFETY & EGRESS A A 0 1 l - �� , W _ �Y - / � ( - ;, 1 . ; EXISTING . $2 LOCAT ON AND LEVELS PER T S SHEETS 7,862 7 712 � SPRINKLER t . ,... ._ ., 5 52 v CONTROLS I 960 200 200 1 I I ' ° s ; WALL SYMBOL KEY e sl. EXISTING � f t 5 It I " 300 40 39 1 ' - .i t l (..m i II i ;: LOBBY 1 RECEIVED CITY OF TUKWILA JUN 1 2008 37 ::,,, 5. ®� i1 jl 1 !i 1 HR RATED WALL ► . �� I �� 0 - a l I f 1 4 2 2 I II 11 1 1 f' 1 1 • 1 : / , . 1 I , . ' °' , „�. I , I • _ • • i d •w 2 H RATED WALL 1 , ,I 1 I: I I F '•Z 'I! = '.. 1 - r - - .._ 1 • ti.: I1. $ I I 1. I I I I ` ; 'I 1 f . ;. I 1 f ,. PI 3 1 1 I PERMIT CENTER - 16 16 Ef: ' l I t1 ,i 1 7 T , i I I I II f t i !L. ` I 1 .S. ' � � I Ila 1 1 1 I ill if' 1 I 1 1 l .1 1 _ I ff e i -....a .: f ' � ; • l . I r�= I �i J r , : L,1 r.,.,,p l �'dFV'G YiD.' 1 I I I L I I I - ,i I j , i . I I > EXIT I f �; /' y 1 � :.i 4 I ! I I 1 t1 _ 1L L .. J 1 1 1, I ,� . �. , 1 .. _ ..,, _,.....- _ 1'i�: -. I I • �. �� � � •fi • w - r I €� --- - � � - 1 1 I �. ( - -' �: , 13 , '• I i ., J 1 I I I I • -- - � -r _ � �:.. _ _ m ..._._ � - - - - - - � - - 1- I I 1 I I I I I I I I 1 1 T 1 1 1 I I I EXIT 1 MAX: 2 REQ. OCCUPANT LOAD: 77 PROVIDED IMUM EXIT( OCCUPANT DR. WIDTH LOAD REQ 11.55" EQ EXIT DR. WIDTH (77 X .15 " REQ. 1 I 1 1 I 1 EXIT 1 MAXIMUM OCCUPANT LOAD: 164 OCCUPANTS REQ. OCCUPANT LOAD :1125 REQ EXIT DR. WIDTH (125 X .2 ") ° 25" PROVIDED EXIT DR. WITH 32.75" 1 I EXIT ' MAXIMUM OCCUPANT LOAD: 1614 OCCUPANTS LOAD 121 REQ. OCCUPANT LOA PROVIDED EXIT DR. WIDTH = '32.75" REQ �XIT DR. WIDTH (121 X ") 24.2" I I I I 1 I EXIT MAXIMUM OCCUPANT LOA D 164 OCCUPANTS OCCUPANT LOAD 13 1 REQ EXIT DR. WIDTH (13 X .2 ") 2.6" PROVID�D EXIT DR. WIDTH 32.5 FIRST F L 0 0 R EXITING D I AG R A v EDIT EXIT EXIT EXIT 1 125 1 1 1 1 1211 1 1 1 0 1 N.T.S. � � 1 " �, 25 7 1/2 " )r, 27 J 7 1/2 25 7 1/2 2 28' -7" 27' 4 1/2 ' 27' -4 1/2 " 27' -9 1/2 " 27 - 9" 27' -9 1/2 " 26' -2" 26' -2 1/2 " ) 26' -2" �, 2 7 1 - 9 1/2 " j, 27' 9" 27' 9 1/2 " �, 27' 9 1/2 " �, 27 9" 2 1 - 9 2 " k A D 01 /I`•- 1 0 , i, ....... ........- �, I 411 .......-.. D 7 1 0 / 1, (SI k 1 110 _4, , 1111 1 OP 411 1 ID , I, 1 0 --.. P ....- R i i, 1 IP 1 40 1 0 -__' - -._" 2 1 40 EXIT MAXIMUM OCCUPANT LOAD: 218 OCCUPANTS REQ. OCCUPANT LOAD: 4 REQ EXIT DR. WIDTH (4 X .159 - 3" PROVIDED EXIT DR. WIDTH = 32.75" J: \PROJECTS \MICROSOFT- DATA \MSTKS \CADDMSTKS \SHEETS \A- A- 0I. 6/16/2008 1 = 57:59 PM COPYRIGHT © 2008 CALLISON CALLISON CALLISON www.callison.com oft • TER PL 98168 ■ TK5 DATA CEN EXPANSION 3355 S 120th Tukwila, WA Design Team Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 Date Approvals CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Revisions Na. Date Description 06/05/08 PERMIT 13/05/08 90% CD 16/05/08 PRE -BID WALK THRO 23/05/08 ISSUED FOR • CONSTR C ION A 7/0./18 P RMIT R SUBMITTA - I Registration 4 , . RC J TECT I ? •TEVEN E. EPPLE STATE OF WASHINGTON Key Plan EGRES Sheet Title THIRD FLOOR LIFE SAFETY & a TRAVEL DISTANCE (PER TABLE 1016.1) MAX.ALLOWED:300' ACTUAL 202' -11" PATH WIDTH: 27 OCCUPANTS x .15 "= 4.05" REQ. MIN. 44" PROVIDED , ,, 28' - 7" ,, 27' - 4 1/2 27' - 4 1/2 " 1 1 1 � I I I I I al EXISTING STAIR PER TABLE 1005.1 ' MAX. OCCOPANT LOAD: 164 REQ. EXIT DRI WIDTH: (162 x .2 ") = 32.4" PROVIDED Er DR WIDTH = 32.75" 28' -7" B L_ _ r AREA OF OORK THIS PERMIT 27' -4 1/2 " ,, 27' -4 1/2 " ,I I' 11 1i I'!I i - - - - - EXISTING STATt PER TABLE 1005.1 MAX. OCCOPANT LOAD: 164 REQ. EXIT DR. WIDTH: (35 x .2 ") = 7" PROVIDED EXIT] DR WIDTH = 32.75" D 27' - 9 1/2 " 27' -9 1/2 " AREA OF REFUSE UNOCCUPIE SPACE (FUTURE D TA CTR) 27' -9" B 85,368 300- 285 2 27' -9" T • • ► ► • • • • ►O • • • ► ► • ►► T 27' -9 1/2 " / I, 26' - 2" - -111 I - - - • 8 1 27' -9 1/2 " I .t MIN. EXIT SEPARATION DISTANCE: 74 -4" ACTUAL EXIT SEPARATION DISTANCE 161 1 26' -2" 26' -2 1/2 " 26' -2 1/2 " 1 I , I II I 1 .il NI 61 r is r C of EMERGENCY LIGHTING LOCATION AND LIGHTING LEVELS PER SHEETS E -D - 11 AND E -D -31 MAO.IVA =eel= ►h moo - WW1= - I- -dl- Mae= =MGM - - =►J'e►11.11M MAI ME MAO= =10= =MI- OEM Meg= MOB= =Mg= =TM= EMMEN -.- -.11- -.► ■ -BSI- tom AIL g'I COLO I<1 B 16,0211 300 54 2 ROOM B 327 100 4 el 1 - 8- - -k - -I- E�]- 1 - -r - _ •- I- - MI OD 111�J 3354 ExIT MUM MOM OMR «ii MAIO= =O©= IIIIIIIME4- =mom =arm MO A= DLO= •L. Iwo moo mos hd AA L - SECURITY AIh a 1 ASSET MANAGEMENT 1 1 TRAVEL DISTANCE (PER TABLE 1016.1) MAX. ALLONED: 300' -0" ' ACTUAL: 2b4' -11" PATH WIDTH: 27 OCCUPANT x .15" _ 4.05 ". MINIMUM PROVIDED 1 15 44 ". o ff- - -- -! - 1 COMMON PATH OF TRAVEL : I67' -2" ALLOWED: 100' it 490' -3 26' -2" 1/2 " __ 26' -2" 1 I I I ' I I EXITING STAIR P4R TABLE 1005.1 MAX OCCOPANT LOAD: 164 REQ! EXIT DR. WIDTH: (23 x .2 ") = 4.6" PROVIDED EXIT DR WIDTH = 32.75" AREA DIAL( REQ EXIT 223.34(1/3 NAL DISTANCE: 223' -4" EPARATION = 74' -4" EXIT 162 27' -9 1/2 " EXISTING STAIR PER TABLE 1005.1 MAX. OCCOPANT LOAD: 164 REQ. EXIT DR. WIDTH: (161 x .2 ") = 32.2" PROVIDED EXIT DR I WIDTH = 32.75" EXISTING RESTROOMS & J N. CLOSET 27' -9" 27' - 9 1/2 " 27' -9 1/2 " B 840 100 9 2 - - - - - - 1 - - EXISTING STORAGE. X1T� + 1. -1r 1 1 ; ice P EXISTING STAIR PER TABLE 1005.1 MAX. OCCOPANT LOAD: 164 1 REQ. EXIT DR. WIDTH: (164 x .2 ") = 32.8" PROVIDED E)¢IT DR WIDTH = 32.75" 1 _.._, �.. l.. B I 815 I 100 1 9 1 27' -9" ,, 27' -9 1/2 " ,, 27' -9 1/2 P Q 4 UNOCCUPIED SPACE (FUTURE RATA CTR) Q 27' -9" 8- 27' -9" R --I- - - -- I - - - I I I I I 1 1 I I 1 I I 1 I I 1 I a I li I 1 k 1 � I I , 1 EXISTING DATA INTER Trl I - EXISTING RESTROOMS & JAN. yLOSET • 27' - 9 1/2 " B 34,359 300 115 2 27' -9 1/2 - IR EXISTING; OFFICES t t 25' -7 1/2 " -- 1 1 1 1 1 .1 1 1 1 1 XISTING STAIR PER TABLE 1005.1 'AX. OCCOPANT LOAD: 164 EQ. EXIT DR. WIDTH: (113 x .2 ") = 22.6" PROVIDED EXIT DR WIDTH = 32.75" B 5,337 100 54 2 25' -7 1/2 ", 27' -2" ,, 1 1 f - -1 1 1 1 1 I I l i I 1 I I 1 II I I 1 1 1 - - ---= � --- - - - - 4 Q r'7 N) a 6 ) - TRAVEL DISTANCE - GENERATOR ROOM COMMON PATH OF TRAVEL DISTANCE (POINT A TO POINT B) - 53' TOTAL DISTANCE TRAVELLED A TO C - 203' TRAVEL DISTANCE - UPS ROOM COMMON PATH OF TRAVEL DISTANCE (POINT A TO POINT B) - 98' TOTAL DISTANCE TRAVELLED A TO C - 165' LEGEND X XX XX XX X 0 Og OCCUPANCY GROUP GROSS SF OCCUPANT LOAD FACTOR NUMBER OF OCCUPANTS EXITS REQUIRED EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN COMMON PATH OF TRAVEL PATH OF EGRESS TRAVEL WALL SYMBOL KEY: 1 HR RATED WALL THIRD FLOOR EXIT CODE COMPLIOICE. APPRO RECEIVED CITY OF TUKWILA JUN 1 8 Z008 PERMIT CENTER A-A-02 2:28:19 PM COPYRIGHT ®20013 CALLISON GF II.411 11 8Ii1IEII 53 z BUILDING 5 188,222 S.F. OCCUPANCY F PARKING 1/1000 = 188 I-FR SPRINKLERED S O U T H 1 7 4 T H S T R F F T WETLAND A 10,370.6 O.238O8 ocres 0 77 w ,a z C Sec. 9 1/4 Cor. Sec. 10 WETLAND 774 JI\ PROJECTS \MICROSOFT_DATA \MSTK5 \CADDMSTK5 \SHEETS \A- B- 01.DGN 5/5/2008 Microsoft" TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date CALLISON Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT! Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.c0m Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT SITE PLAN Registration Key Plan Sheet Title A-B-01 Dote RECEIVED CITY OF TUKW1LA MAY 13 2008 PERMIT CENTER 2127154 PM COPYRIGHT 02008 CAWSON JI \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A- C- 01.0GN 5/5/2008 Design Drown Checked Date CUSTOMER OPERATIONS: FF &E C!J 1/8 "• 0 0 GENERATOR ROOM PARTIAL FIRST FLOOR DEMO PLAN QD) 11 SAW CUT OPENING FOR NEW GENERATOR LOUVER. MATCH BUILDING STANDARD FOR WIDTH AND HEIGHT OF OPENING TO CUT INTO EXISTING WALL SAW CUT FUEL OIL TRENCH. EXCAVATE TRENCH. SEE DETAIL �3 PROVIDE ACCESS AT HEAD OF TRENCH. O SAWCUT INTO EXIST. PRECAST PANEL FOR NEW PAIR OF DOORS AND FRAME. DIMENSIONS OF CUT 4 OUT DETERMINED BY FIRELD VERIFYING TYPICAL BUILDING STANDARD FOR PAIR OF DOORS AND FRAME. DEMO RET RN TO I OWNE O R S TOCK.ING AND EXHAUST. NOTE: TRENCH DIMENSIONS ARE FINISH DIMENSIONS t— — 6' -4" jr 6' -5" VARIFY 1 NOTE: FIELD VERIFY LOCATION AND SIZES PRIOR TO CUTTING. -r CUT OPENING FOR NEW PAIR OF DOORS & FRAME. MATCH BUILDING STANDARD FOR WIDTH AND HEIGHT OF OPENING TO CUT INTO EXISTING WALL UPS ROOM PARTIAL FIRST FLOOR DEMO PLAN 1/8 ".1 1/8 " ■1' O SAWCUT SLAB TO DIMENSIONS SHOWN FOR AIRSHAFT. PARTIAL SECOND FLOOR DEMO PLAN 0 4 8 12 1B" =1-0" 20 CALLISON Mic TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Internal Project No. 208089.01 M.S. Project No. P.11161 Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer 4s) CALLISON www.callison.com Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT Registration V EGIS RED AR TE S !, EN E. EPPLE STATE OF WASHiNGTOI1 Key Plan Sheet Title FIRST AND SECOND FLOOR PARTIAL DEMO PLANS A-C-01 RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER 0 Date 2227248 PM COPYRIGHT ©2008 CAWSON mrnm■■■■■■■■■■■■■■■■■mm DEMO PLAN THIRD FLOOR PARTIAL _ _ _ ....- I ii I I li I I 1 • '1 I I I II I .I I I I I I: I 11.■.■■■ ...m. : ; : ..., ...... , . .....„ r '.: : '',i .• 1 ...... iti . • . . • TFF •awalimp•5mi..T.mpi93 KIi PATCH ALL EXISTING SHAFT PENETRATIONS, TYP KII EXISTING RAMP TO BE REMOVED AND SALVAGED EXISTING PAIR OF DOORS AND FRAME TO BE REMOVED AND SALVAGED KII DEMO EXISTING PARTITION AND DOOR. PATCH AND PAINT AT ENDS WALL. (ii) EXISTING OF DOOR AND FRAME TO BE REMOVED AND SALVAGED. PATCH ENDS OF WALL, PAINT TO MATCH EXISTING „ galIT,174.R,Re" 1 1 11 1 . 1 1 11 1/2 " 0 1 1 1 1 1 1 1 1 1 1 1 1 L - - - - MI NW 1 1 1 1 j Lid 0 - 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 1 1 1 1 ---- -- T 1 1 1 1 1 1 - iri 11 11 \ E\NED FOR CODE COMPLIANCE APPROV A& 0 8 2110% 0 4 8 12 1/8 =1'-0" 20 CALLISON Microsoft" TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS! Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.cal I ison.com Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT Registration NE. EPPtE STATE OF WASHINGTON 365;4i. G STER fi t A HIT 1 Key Plan Sheet Title A-C-03 Date RECEIVED CITY OF TUKWILA M 1 3 Z008 PERMIT CENTER THIRD FLOOR PARTIAL DEMO PLAN aMOMAAMAMMe:AMMMre JI PROJECTS\M I CROSOFT_DATA \MSTK5 \CADDMSTK5 \SHEETS \A - C - 03. DGN 5/5/2008 2127142 PM COPYRIGHT 02008 CALLISON v8 "•r r) DEMO PLAN ROOF PARTIAL �1 SAWCUT SLAB TO DIMENSIONS SHOWN FOR AIRSHAFTS A N t 1 = "' .. .. 1 I►� -r • r '-: 10' 10" - Sw ✓ r - 10'_0" 28 ' _ 711 r k B O 0 -2" _ _ _ _ _ _ _ _ 1 1 ' • 1 ' r 1 \ 1 r 1 1 + 1 + 1 1 +1 1 \� 1 � 27' -4 1/2 0 0 • I 1 1 1 I V ROOF ACCESS HATCH — --- -- -- -- -- -- -- -- -- -- -- -- — I- -- -- -- -- -- -- -- -- - - - - - - — —F— — — — — — — — — — — — —�— — D 1 \ 1 N Oo 1 27' -4 1/2 11 27' -9 1/2 8 ,_ 2 „ , 8 ,_ 2 .. r .Ii r r • 1 • • 1 • I 1 • t % 1 • • 1 • • • • t • r 8 1. 2 " 1 r , A 1 • • • • • • • ' •` 1 • • 1 • • • 1 1 .p 1 , • N , • Co 27 1 - 9II , • 1 1 ,• • 1 • , • 1 • ~ • 1 1 • f 8' 2" 1 • •' 1 I 1 1 � 1 •% • • • 1 • 1 � 1 • • 1 • s k N co 1 -812 • r • 27' -9 1/2 k O O O 0 G 0 r 1 \ 1 ' r l 1 - - - 0 e i r 3 1 -0" . f. d a O 0 L I V 1 A 1 1 I r 26' -2 1/2 ” ----RIVIEVilED FOR CODE COMPLIANCE APPROVED JUL 0 8 2OO8 City Of - Tukwila DIVISION ILDIN _ per 4 8 12 1 1/8" =I-0" 20 Microsoft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date CUSTOMER OPERATIONS; CALLISON Internal Project No. 208089.01 M.S. Project No. P.11161 Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer 4s) CALLISON www.callison.com Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT Registration 1EN E. EPPLE STATE OF WASHINGTON 658 Key Plan Sheet Title Date RECEIVED CITY OF TUKVV1LA MAY 13 2008 PERMIT CENTER ROOF LEVEL PARTIAL DEMO PLAN JI \PROJECTS \M ICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A- C- R1.DGN 5/5/2008 2127139 PM COPYRIGHT ®2008 CALLISON A -C -R1 NEW LOUVERS TO MATCH EXISTING ON WEST FACE NEW EXHAUST --- N r NEW EXHAUST PROVIDE 24" HIGH CURB FOR SOUND ATTENUATION (SUPPLIED BY MECH CONTRACTOR) l\ B 500 GALLON DAY TANK (UL -2085) NEW GENERATORS GENERATOR 150 1/8 " =1' 13' -0" 0 0 GENERATOR DIST. CONDUIT TRENC 0 7 - (3) 4" PIPE BOLLARDS SEE DETAIL 8 /A-M-01 A -I -01 GENERATOR R3Ov PARTIAL FIRST FLOOR EXIST. SPRINKLER ROOM _ — + GENERATOR DIST. 1 (150A) D FUEL OIL TRENCH TRENCH ACCESS PORT AND COVER (MATCH EXIST.) �- CONCRETE TRENCH CAP n PROVIDE 16'x 20' -8" OPENING FOR SOUND ATTENUATION (SUPPLIED BY MECH CONTRACTOR) • A 3 1 • • ■ l�l GENERATOR DIST. T1 UPS ROOM 151 T1 EYE WASH KIT n T1 CONDUIT SHAFT 10 `M -01 — TYP. , u BATTERY CONTAINMENT L, n BATTERY CONTAINMENT n l JRs ROOv PARTIAL FIRST FLOOR 0 2 1/8,m. u PARTIAL SECC \ FLOOR 03 , n A EYE WASH KIT EYE WASH KIT EXISTING DOOR TO REMAIN WALL SYMBOL KEY: . 1 HR RATED WALL • — • — • — 2 HR RATED WALL RECEIVED CITY OF TUKWILA JUN 7 8 2008 PERMIT CENTER 4 8 12 20 V8 " =1' -0" Mic Oft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS; CALLISON Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager EE &E PROJECT MANAGEMENT: Project Planner Project Manager CALLISON www.callison.com Senior Project Manager Development Manager Project Manager Quality Control Reviewer Design Team Approvals Dote Revisions No. Date Description 06/05/08 PERMIT 13/05/08 90% CD 16/05/08 PRE -BID WALK THRO 23/05/08 ISSUED FOR ONSTRU T •N Registration 1ST RED CHI,' CT S EVEN E. EPPLE STATE OF WASHINGTON Key Plan Sheet Title FIRST AND SECOND FLOOR PARTIAL PLANS A-D-01 GF J= \PROJECTS \MICROSOFT_ DATA \MSTKS \CADDMSTKS \SHEETS \A- D- 01.DON 6/16/2008 2 :30:32 PM COPYRIGHT ©2008 CALLISON T 7/ • r_ • r_ • HVAC SHAFT (TYP. OF 8) 42" HIGH GUARDRAIL (SUPPLIED BY RAISED FLOOR SUPPLIER) J - -- _ - ------------1------------ .i A -M -02 A IPA MO MO `5Rt 6 " =2' -6" 6 l a_l 4T @ 11" = 3' -8" ■ r$1 rm. ■113i ■ci 13,7 AA EXISTING A -G -01 6' -10" 1: A MEN 354 WOMEN 355 11' -2" ' -3' 7 -2 " ;, EXISTING • 17rf' x 1 1 9' -2 TYP. ADD. ALT. #1 COLO EQUIPMENT (NIC)(TYP.) 10 -0" TYP. RELOCATED EXIT DOOR - W /AREA REFUGE. x � AREA OF REFUGE 356 AF -1 AF -2 PERFORATED OR GRATED TILE (50% OF EA.) OPEN TO SLAB; CUT TILE OPENING TO ALLOW EQUIPMENT STAND TO REST ON SLAB BELOW n 10' -0" 2' -6" RAISED FLOOR SYSTEM (TYP.) 1' -0" 1' -0" TYP - •6' -5 1/2 " 1 AIR SHAFT r, CONDUIT SHAFT 10' - 6" 352 ASSET MGT ACCESSI PROVIDED BLE BY RAMP OTHERS TO BE 11 1: II 1 1 1 1 1 1 1 II I I I1 1 _J 1 I 1' r ; Ltr WALL SYMBOL KEY: ■— ■r_ ■ 1 HR RATED WALL 2 HR RATED WALL 11 REFER TO STRUCTURAL FOR REINFORCEMENT - 1 - 42" HIGH GUARDRAIL (SUPPLIED BY RAISED FLOOR SUPPLIER) . CODS 0 1: 71-1 A 13 'U - (� ▪ REFER TO STRUCTU�L FOR REINFORCEMENT RECENED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER 4 8 12 V8 ''=1'-0" 20 J:\ PROJECTS\ MICROSOFT -.DATA \MSTK5 \CADDMSTK5 \SHEETS \A- D- 03.DON 6/16/2008 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 1 I'HOJI C t MANA(E ME NI Project Planner Project Mnnoge Senior Project Manager Development Mnnncler Pr njnt;t WM/OW lunlit (r r trnl 2rvi, wr•r cos 1 OW 12 OPE RAI ION` ;• Micr osof t Mechanic: alt ngineer Microsoft Cable f ngineeer Microsoft I let tr icnl f ngineer I ngineer ing Manager Security Manager (;) CALLISON CALLISON www.callison.com TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Approvals Date Revisions No. Dote Description 06/05/08 PERMIT 13/05/08 90% CD 16/05/08 PRE -BID WALK THROUGF' 23/05/08 ISSUED FOR CIN TR C Registration Kt y Plum Sheet Title THRID FLOOR PARTIAL PLAN A -D -03 21 31 : 47 PM COPYRIGHT ®2008 CALLISON -1- . t • • • • • 111111•88118•• MMMMMMMM • MMMMMMMMMM • • • 1. • • : • MMMMMMM • RAMP (TYP. OF 2). • HJ • • MMMMMMMMMM • • • • -•-- -•— — • —It —0- --0- —• - —• - - -0- - • • -11— 41— • — • —• —•- --• - —• - —• - -•- - - 1 • • • • • • • • 11 - 0— - •— -U— -O— • — • — • —8- —0- —8- —1- 1 • - 1 • • •—•- —•- —• - RAISED FLOOR ST (TYP.) • • . MMMMMMMMMMM • - -•- - -•- - - 111— -1— -0— -0— -11— • — • — - -0- - -V- - - •-- •— -11— -0— 41— • — • — 11•11111111• • • 1111011• MMMMMMMMMMMM • • • 1 • M 1 ° IJI 11 • • • t- - t- • 11 II I UNISTRUT EQUIPMENT BRACE LOCATIONS TYP. MOUNTING AND SIZE PER STRUCTURAL —11- - - -•- -•- -•- - MI— - -1— 41— • 0 • MMMMMMMM II 1 1 II 1 • • 11 • • • II 1 11 • - • - - 1 - - - - - - - - - - - 11 1 1 1 1 1 0 II 0 1 MMMMMMMMMMM MMMMMMMMMMMM 11 1A. MMMMMMMMMMMMMMMMMM MM 111 c -11 I a •IT • map • • — —11- —11- —II- —• - —• - -0- - -0- - -•- - - • • 1•• • • IN - 0— 11111••11.• • • • • 1• T 11 T • : — • •■•11.1111■10■No HVAC FLOOR STAND AND SEISMIC BRACE PER STRUCTURAL SEE DETAIL 6/A-M-02 (TYP. OF 8) • • • • • 11— — • — • —IF —0- —•- - —• - 1 1 1 MMMM • • • 1 11 11 1 • • • • 1 • • 1 MMMMMMMM • M M MM MM M M • • • • 1 • • • ••••• MMM • 1111111 • • • • • • • 4 P • • • • • (pt • • • • • • 11 1 1 111 IP • 111 - —1- —11 - - -OF - 8 - -1— -ill— -0-- 11— •• • Is • 7 1 I • • • • • • • • NOTES: ADDITIONAL FLOOR/ SEISMIC STANDS TBD FOR ELECTRICAL PDU AND RPP (24 TOTAL). ADDITIONAL STANTIONS TBD BY FLOORING CONTRACTOR. ADDITIONAL STANTIONS AT COLUMNS, WALLS, SEISMIC STANDS AND TRAVEL PATHS. 4d • • • • • 1 1 - • I:1 - • • • • II • • • • • • • 1 • el • IM 1 1 • • • • 1 • :--• MMMMM W r RAMP (TYP. OF 2). 1 10 1 1 js\PROJECTS\MICROSOFT_DATA\MSTK5\CADDMSTK5\SHEETS\A-D-04.0GN 5/5/2008 CALLISON Microsoft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Dote Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer =MMi=1■11M11.1.• CALLISON www.callison.com 3658 Design Team No. Date Description 06/05/08 PERMIT Registration REGISTE A EVEN E. EP STATE OF WASHINGTON Key Plan Sheet Title THIRD FLOOR UNDER FLOOR PLAN A D-04 Approvals Revisions Date RECEIVED CITY OF TUKVVILA MAY 1 3 2008 PERMIT CENTER Kt. Mt' Nr.* 2227s 12 PM COPYRIGHT ®2008 CALLISON J 1 - . 4. 1 J J 1 1 1 6 1 I M s M M M M M M M M M M M M M • • • • • • • • • • • 4 I NI • • • • • • • • • • • • • 1 1 1 1 M M M M M M M M M M M M • L Ill • • • • • • • • • • • • • i • I • • a •• MMMMMM • MMMMMMMMMMMMM • 1 # III I MMMMMM u 1 • • • • MMMMMMMMMM g • • 1 I. __ . _... .. . . . . . . . . . _ _ _ _ _ _ _ _ i -1- . t • • • • • 111111•88118•• MMMMMMMM • MMMMMMMMMM • • • 1. • • : • MMMMMMM • RAMP (TYP. OF 2). • HJ • • MMMMMMMMMM • • • • -•-- -•— — • —It —0- --0- —• - —• - - -0- - • • -11— 41— • — • —• —•- --• - —• - —• - -•- - - 1 • • • • • • • • 11 - 0— - •— -U— -O— • — • — • —8- —0- —8- —1- 1 • - 1 • • •—•- —•- —• - RAISED FLOOR ST (TYP.) • • . MMMMMMMMMMM • - -•- - -•- - - 111— -1— -0— -0— -11— • — • — - -0- - -V- - - •-- •— -11— -0— 41— • — • — 11•11111111• • • 1111011• MMMMMMMMMMMM • • • 1 • M 1 ° IJI 11 • • • t- - t- • 11 II I UNISTRUT EQUIPMENT BRACE LOCATIONS TYP. MOUNTING AND SIZE PER STRUCTURAL —11- - - -•- -•- -•- - MI— - -1— 41— • 0 • MMMMMMMM II 1 1 II 1 • • 11 • • • II 1 11 • - • - - 1 - - - - - - - - - - - 11 1 1 1 1 1 0 II 0 1 MMMMMMMMMMM MMMMMMMMMMMM 11 1A. MMMMMMMMMMMMMMMMMM MM 111 c -11 I a •IT • map • • — —11- —11- —II- —• - —• - -0- - -0- - -•- - - • • • IN - 0— • 1•• • • • • 1• T 11 T • : — • •■•11.1111■10■No HVAC FLOOR STAND AND SEISMIC BRACE PER STRUCTURAL SEE DETAIL 6/A-M-02 (TYP. OF 8) • • • • • 11— — • — • —IF —0- —•- - —• - 1 1 1 MMMM • • • 1 11 11 1 • • • • 1 • • 1 MMMMMMMM • M M MM MM M M • • • • 1 • • • ••••• MMM • 1111111 • • • • • • • 4 P • • • • • (pt • • • • • • 11 1 1 111 IP • 111 - —1- —11 - - -OF - 8 - -1— -ill— -0-- 11— •• • Is • 7 1 I • • • • • • • • NOTES: ADDITIONAL FLOOR/ SEISMIC STANDS TBD FOR ELECTRICAL PDU AND RPP (24 TOTAL). ADDITIONAL STANTIONS TBD BY FLOORING CONTRACTOR. ADDITIONAL STANTIONS AT COLUMNS, WALLS, SEISMIC STANDS AND TRAVEL PATHS. 4d • • • • • 1 1 - • I:1 - • • • • II • • • • • • • 1 • el • IM 1 1 • • • • 1 • :--• MMMMM W r RAMP (TYP. OF 2). 1 10 1 1 js\PROJECTS\MICROSOFT_DATA\MSTK5\CADDMSTK5\SHEETS\A-D-04.0GN 5/5/2008 CALLISON Microsoft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Dote Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer =MMi=1■11M11.1.• CALLISON www.callison.com 3658 Design Team No. Date Description 06/05/08 PERMIT Registration REGISTE A EVEN E. EP STATE OF WASHINGTON Key Plan Sheet Title THIRD FLOOR UNDER FLOOR PLAN A D-04 Approvals Revisions Date RECEIVED CITY OF TUKVVILA MAY 1 3 2008 PERMIT CENTER Kt. Mt' Nr.* 2227s 12 PM COPYRIGHT ®2008 CALLISON V8 "•? ROOF PARTIAL >-< y 10'-10" 28 1 - 27' -4 1/2 X X X 27' -4 1/2 k D 27' -9 1/2 N DO N o0 7 27' -9" 8 '_ 2 " 8' -2" 7 X T N a0 8 ' - 82 " 27' -9 1/2 Q t• 4'-10" t . 4' -10" Q Q t 1- X Q 1- X X 26' - 2 II 26' -2 1/2 26'-2' Microsoft" TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project 08089.01 M.S. Pr No. P.11161 CUSTOMER OPERATIONS: CALLISON Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT! Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer 4s) CALLISON www.callison.com Design Team Approvals Revisions No. Dote Description 06/05/08 PERMIT Registration REG ST EKED AFtY -CT r:EEFPLF, STET E OF WASHINGTON Key Plan Sheet Title ROOF LEVEL PARTIAL PLAN A -D -R1 Date RECEIVED CITY OF T UKVVILA MAY 13 2008 PERMIT CENTER J= \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTKS \ SHEETS \A -O-RI. DON 5/5/2008 2327.09 PM COPYRIGHT ®2008 CALLISON O 1/8 "•r a O OPEN TO DECK GENERATOR ROOM 0 'O 1- 1111 -1 O � Y3 O � d U 1L1iiiri. . '1...H••1•H. U....W..I.Iw O 1 /8 "•r 6 O 1151:111111141111111114I .11..i 1:11, H.I.L.. O OPEN TO DECK O 1 • 1 UPS /BATTERY ROOM O � 1.1 0 10 441:11414114P1414114411 `111111114 11 n • 11i7H• i14I•14•i"14 . . 'N— 'O 0114 • • a • 1 • - \. 1 0 4 8 12 1/8" =1; -0., 20 Design Drawn Checked Date CUSTOMER OPERATIONS: CALLISON CALLISON www.callison.com Microsoft® TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Internal Project No. 208089.01 M.S. Project No. P.11161 Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Design Team Approvals Date Revisions No. Date Description 06/05/08 PERMIT 36 Registration CKI E ~ t JEN E.EPPL STATE OF W SHIn ON Key Pion RECEIVED CITY OF TUKVVILA MAY 13 2008 PERMIT CENTER Sheet Title FIRST FLOOR PARTIAL REFLECTED CEILING PLAN A-E-01 J1\ PROJECTS \MICROSOFT_DATA \MSTK5 \CADOMSTK5 \SHEETS \A- E- 01.DON 5/5/2008 2.27104 PM COPYRIGHT ©2008 CALLISON ■ ■■■ 1■ ■■ ME ME fa ME. ■■ 11■ ■■'..■■■■ ■ ■■■ ■■ a■.■■' ■ ■■■ ME. ME ■■ a ■ M E M E M E M E M E M E ' ' M ■ M E M E M E ■ ■ tl ■ • ■ • ■ ■ ■ ■ ■ ■ • • ' • • ■ ■ ■ ■ • ■■ ■■ : au o• l . .. ■• . ■a ■• •• ■■ •• •• •• a• a• r• as •• •• ■■ •• •• . •• _ •• •• •• •• •• •• ■• •• •• a• COLO TK5 � ECURIT :'■ CO.O -TKE in ENTRY NOTE: CEILING TO MATCH COLO CEILING HEIGHT s TYP MEN WOMEN 1 355 0 CEILING 13' -0" ARF (TYP.) SEE DETAIL 19/A -M -01 - - 4 r------------------ - - - - -- AREA OF REFUGE 1/8'•1' 1- PARTIAL REFLECTED CEILING PLAN ii MATCH 10(IST. CEILING MATERIALS AND HEIGHT MOM ~Oa CEILING 13' -0" ARF (TYP.) SEE DETAIL 19/A -M -01 NOTE: CEILING ABOVE RAMP TO MATCH COLO CEILING HEIGHT CEILING 10' -0" AFF (TYP.) SEE DETAIL 19/A -M -01 0 4 8 12 20 1/8" =1, -0, Microsoft® TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: CALLISON Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer (a) CALLISON www.callison.com Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT Registration 8 REGISTERED 9C ITECT ST E CF'tASH# ?JGkO Key Plan Sheet Title THIRD FLOOR PARTIAL REFLECTED CEILING PLAN A -E -02 Do te RECEIVED CITY OF TUKWILA MAY 131008 PERMIT CENTER JI \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A- E-02.DON 5/5/2008 2126: 58 PM COPYRIGHT ©2008 CALLISON 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED FLOOR MANUFACTURER 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED FLOOR MANUFACTURER RAMP PLAN SCALE: ro.-ou 6L6 1/2 " 42'-E" DN 40'-0" 1 1 1 1 1 WALL MOUNTED HANDRAIL Microsoft's TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date CALLISON Internal Project No. 208089.01 M.S. Project No P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com 4s) Design Team Approvals Revisions No Date Description 06/05/08 PERMIT Registration R: IS RED 1WCT ...„.1at E. EPPLE STATE OF WAS1-11%,11011 Key Plan Sheet Title ENLARGED PLANS A-G-01 Date RECEIVED CITY OF TUKVVILA MAY 1 3 ZOU8 PERMIT CENTER jo \PRO JECTS M I CROSOFT_DATA \ MSTK5 \ CADOMSTK5 \SHEETS \A-0-01. DON 5/5/2008 2g 26354 PM COPYRIGHT C)20011 CALLISON r JUR mmur AL. 1 urvic \ ' 42'-6" ■ 1 \ \ 0 RAMP SLOPE 1:12 DN • c ,D= , 41'-.7" mr. 15' -0" / / 11 ...., -4 1 1 ' , / / \ \ / \ a, ..a -, RAMP SLOPE 1:12 1 40'- O \ \ \ DN 0 > 5'-9 1/2 " -4- 15' - 0" T-6 1/8 " / / l' 0" \ \ A ... 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED FLOOR MANUFACTURER 42" HIGH PIPE GUARDRAIL PROVIDED BY RAISED FLOOR MANUFACTURER RAMP PLAN SCALE: ro.-ou 6L6 1/2 " 42'-E" DN 40'-0" 1 1 1 1 1 WALL MOUNTED HANDRAIL Microsoft's TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date CALLISON Internal Project No. 208089.01 M.S. Project No P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com 4s) Design Team Approvals Revisions No Date Description 06/05/08 PERMIT Registration R: IS RED 1WCT ...„.1at E. EPPLE STATE OF WAS1-11%,11011 Key Plan Sheet Title ENLARGED PLANS A-G-01 Date RECEIVED CITY OF TUKVVILA MAY 1 3 ZOU8 PERMIT CENTER jo \PRO JECTS M I CROSOFT_DATA \ MSTK5 \ CADOMSTK5 \SHEETS \A-0-01. DON 5/5/2008 2g 26354 PM COPYRIGHT C)20011 CALLISON EXIST. CONC. PANEL 1/8" ■ 1' • 1' -6" •• • • •• •• 27' -O" • SAWCUT PANELS TO DIMENSIONS SHOWN DEMO EXISTING LOUVER, EXHAUST STACK AND FUEL OIL PIPING • • • •• • • •• • DEMO PARTIAL WEST SECTION 1' -6" • fe 3' -1" EXIST. ME SIDING AL 1 .•1r ... 1 war + r!� fi r r 0 : 7 : EXIST. EXHAUST STACK AND H/W EXIST. LOUVER + TOP OF PARAPET EXIST. CONC. PANEL NEW LOUVER W/ INSECT SCREEN 1/8" • 1' EQ 12' -7" t EQ EQ y -10' 30' -0" EQ EQ 12' -7" PARTIAL WEST SECTION 10'.O" 4/-' TO CLEAR' ROOF SCREEN 1111 MMMMMM 111111 11 ■1 MENEM W Mrr►!.r711M1 Er.. I EQ Ll t XIS 101N 1' -6" EQ , EQ , EQ 3 . METAL NEW LOUVER W/ INSECT SCREEN j ` 0 4 8 12 1/8"=1'-0" J+ \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A- H- 01.DON 5/5/2008 20 CALLISON Microsoft® TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT Registration h i E. EPPL STATE CF WA HING:TON Key Plan Sheet Title A-H-01 Date RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER EXTERIOR ELEVATIONS 2126150 PM COPYRIGHT ® 2008 CALLISON N.T.S. EXIST. SLAB s:• CHIP BACK 1' -0" MIN. OF EXIST. SLAB TO EXPOSE EXIST. REBAR TO ALLOW CONNECTION TRENCH CAP (NEW) 6" PRIMARY FUEL OIL TRENCH - (TYP.) MD 1' -0a �I�I II Ill iu�l.� a!!!11h_ - I 10" STEEL CHANNEL SUPPORT FRAME GENERATOR SECTION V4 "•1' 1 C1010FP -33 11111111111111111111111111111111111, FUEL OIL TRENCH OPENING 1/2 %1' -0" 3' -0" WALL PER PLAN 2" THICK GALVANIZED STEEL GRATE I TRENCH CAP FUEL OIL TRENCH L SOUND ATTENUATION PRIMARY F.Q.T. A V4 "•1' A MAIN F.O.T. 00000000 A A INTERIOR SECTION GENERATOR LOUVER A A A T I I I I I Microsoft® TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: CALLISON Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT Registration . T 0 T STEWN E. EPPLE STATE OE WASHINGTON Key Plan Sheet Title BUILDING SECTION & DETAILS A -I -01 Date RECEIVED CITY OF ITUKWILA MAY 13 2008 PERMIT CENTER J2 \PROJECTS \MICROSOFT_ DATA \MSTK5 \CADDMSTK5 \SHEETS \A- I- 01.DON 5/5/2008 2i 26143 PM COPYRIGHT ©2008 CALLISON J 3 \PROJECTS\MICROSOFT_DATA\MSTK5\CADDMSTK5\SHEETS\A-J-01.DON 5/5/2008 2'26138 PM COPYRIGHT ®2008 CALLISON CALLISON CALLISON www. callison.com h1 TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Design 0 TOP OF EXHAUST STACK 'd - -- ii - t \ite rnisilick3° COD PROs ED P TOO Cif 1 10' -0" ABOVE ROOFLINE 0 TOP OF SCREEN WALL 8' -0" ABOVE ROOFLINE SCREEN WALL BEYOND 0 (BY OTHERS) NEW GUIDE COLLAR AT ROOF 1U � ROOF � ____ 61111 ROOF A -M - 0 �\... Y EL. VARIES Y VARIES �' 64' 0 1 ' 69' -0 1/2" AFF I 6 BO STEEL �l -K -01 METAL FLASHING BONNET Q MTL. - PANEL WALL PENETRATION NEW GUIDE COLLAR AT THIRD FLOOR 3RD FLOOR � Drawn Checked Dote Internal Project No. 208089.01 b ` 0 - 3RD FLOOR M.S. Project No. P.11161 Approvals Date I EXISTING MTL. PANEL WALL CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT= } X91 I L- - 03 WIIIID EL. 40' -0" AI-1- I ® 1 Project Planner Y I r Project Manager Senior Project Manager A -K -01 Development Manager Project Manager Quality Control Reviewer INTERIOR S ECTION Q GRID J 16 NEW S.S. EXHAUST STACK NEW EXHAUST STACK GUIDE COLLAR Revisions No. Date Description EXISTING CONC. PANEL WALL 1/4".1' -0" T I 06/05/08 PERMIT I I 18 A -K -01 dibb 2ND FLOOR VP EL. 20' - AFF I '0 I I g 0 0 0 0 0 0 0 r . c-_, Registration l'A 56 i : ED f». 1 EN E. EPP STATE C WASHINGTON Key Plan RECEIVED CITY of T U WILA MAY 1 3 2008 PERMIT CENTER Sheet Title WALL SECTIONS A-J-01 1 EL. ST FLO OR iiiir O °0" AFF 1 SECTION @ EXHAUST STACK TYP. 1/4 ".1' -0" YK tr ��5�� C.CF�. . F :i:: �: ijl' XV ; 5i '[R•� : ARV: J 3 \PROJECTS\MICROSOFT_DATA\MSTK5\CADDMSTK5\SHEETS\A-J-01.DON 5/5/2008 2'26138 PM COPYRIGHT ®2008 CALLISON JI\ PROJECTS \MICROSOFT_DATA \MSTK5 \CADDMSTK5\SHEETS \A- K- 01.DGN METAL STUD 5/8" G.W.B. BATT INSUL. METAL TRACK SHT CAP MTL BATT INSUL. METAL STUD 5/8 GWB SHT METAL FLASHING MTL FLASHING BACKER ROD & SEALANT INTERIOR LOUVER HEAD SCALE 3 " • 1" -0" GEN RM LOUVER JAMB SCALE 11/2" • 1" -0"" EXIST. CONC. PANEL MTL. FLASHING INTAKE LOUVER W/ BIRD SCREEN PREFINISHED METAL LOUVER SYSTEM UTILITY YARD CONC. PANEL JAMB FLASHING SEALANT EXPANSION ANCHORS PER STRUCT. 1 STEEL B -LINE PIPE ROLLER 83114R -18 OR EQUAL. NEW EXHAUST STACK STEEL PLATE PER STRUCT. SUPPORT COLUMN 3/4 ".T-0" ACCESS CUT IN SIDE OF STEEL FOR BOLT ACCESS (TYP.) 1"•r -0" 2' -111/8 " 2 "-6 5/8 " 2' -2 " r- ° ow 1' -6" DIA GUIDE COLLAR SECTION TOP OF LOUVER v STEEL TUBE PER STRUCT. 24" FM WALL CURB 3""•1 -0" 0 CONT BACKER ROD AND SEALANT 1 • 4• GEN RM LOUVER SILL LOUVER AND FRAME SILL PAN BY LOUVER PROVIDER METAL FLASHING STAINLESS STEEL RECEIVER SHEET METAL FLASHING FRT WOOD NAJLERS ROOFING MEMBRANE, CONFIGURATION PER MFR SINGLE -PLY ROOFING 3 "•P -0 WOOD NAILER INSULATION METAL FRAME J CURB B3010SP -19 STEEL PLATE NEW EXHAUST STACK STEEL ANGLE 2 -1/2" WINDOW CUT IN SIDE OF HSS FOR ACCESS TO BOLT, TYP. 1 ".1' -0 " STEEL TUBE 2' -2 " GUIDE COLLAR PLAN GUIDE PLATE, BOLT TO HSS PER MFR. EXIST. ROOF ASSEMBLY EXHAUST STACK GUIDE COLLAR SEE DTL 17 & 23/A -K -01 STEEL ANGLE PER STRUCT. STEEL SUPPORT ANGLE PER STRUCT. NEW EXHAUST STACK EXIST. MTL. SIDIN EXIST. GIRDE CONNECTION @ROOF 1/2 "•1' -0" STEEL STRUT PER STRUCTURAL EXHAUST STACK GUIDE COLLAR SEE DTL 17 & 23/A -K -01 STRUT PER STRUCT. NEW S.S. EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDER 1/2"•1'_0" EXIST. MTL. SIDING ABOVE EXHAUST STACK GUIDE COLLAR - SEE DET 17 & 23/A -K -01 ANGLE STEEL W/ EXPANSION BOLTS PER STRUCT. NEW EXHAUST STACK EXIST. TILT UP CONC. PANEL EXIST. GIRDER 1/2 "•1' -0" FLASHING DETAIL STEEL ANGLE IRON AND EXPANSION ANCHORS PER STRUCT. 1/2 " • •T--i �r CONNECTION @ 3RD FLOOR APED FOR ! CODE COMPLIANCE APPROVED JUL 0 8 2O0a City Of Tukwila ' BBIII ® N QSICN CONNECTION @ CONC. PANEL EXIST. MTL. PANEL WALL PRE -FIN. MTL. FLASHING, REFER TO DET. 11/S-M-02 1 "x1 /4" CONT. STL. TAB WELDED TO ALL SIDES OF TUBE SEALANT, TYP. HSS4x4x1 /4 (SEE DET. X /S -M -02 FOR 3RD FLR. GUIDE COLLAR) EXPOSED FASTENERS TO BE GASKETED ADDITIONAL MTL. STUD FRAMING IN EXIST. WALL 3 .. •1 . 0 ." MTL FLASHING 3RD FLOOR GUIDE COLLAR Microsoft® TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: CALLISON Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer CALLISON www.callison.com Design Team Approvals Revisions No. Date Description 06/05/08 PERMIT Date Registration ' r 4'EN' E. EPPLE STATE O - WASH1hJGTON T C 36'55 Key Plan RECEIVED CITY OF TUKVVILA MAY 13 ZUU8 PERMIT CENTER Sheet Title BUILDING DETAILS A-K-01 5/5/2008 2E 26 i 33 PM COPYRIGHT ®2008 CALLISON Ja\ PROJECTS \MICROSOFT_DATA \MSTK5 \CA❑❑MSTK5 \ SHEETS \A- M- 01.DON 5/5/2008 2•2G:25 PM COPYRIGHT ®2008 CALLISON C A L L C A L L M www.calli5on,com M T K DATA CEN EXPANSION 3355 S 120th Tukwila, WA Design Design I S O N 5 D N 5 TER PL 98168 Team C Q a THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE- �r I• ` I�I METAL SHAFTWALL STUDS 2 LAYERS 5 TYPE "X" GYPS BOARD INSULATION IF NOTED SHAFT LINER I o I U Q °m I U a z a Q W r 1 c � a a 6" ° 1= o c m , a a° J o _� �„ W o c°, a a c? o Jcnu ONVO8 VYf1SdAO JO NOI1VO1lddV 01 IOINd '301S HOV3 'NNE JO 83N800 ?01108 1V INV1V3S 1V3I15f103 V JO 1311IJ V AlddV '[N011V1f15N1 IV3I15f1OOV ONINIV1NOO SNOI1I10d) SN0IJ JLZIVd 1V3IISf1OOV T T 1V i 1 I METAL STUDS (PER ES REPORT 4943P), - I MAXIMUM HEIGHT 2D' 0" H IALS VARY 2 FINISLAYERS MATERGYPSUM BOARD EACH (MAXIMUM WEIGHT EQUAL TO SIDE PLUS APPLIED FINISHES) '. •' L 2 LAYERS 5/8" TYPE "X° GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED �.... �I. , �I� �� �I J �� �1 r � SHAFT LINER METAL SHAFTWALL STUDS 5/8" TYPE "X" GYPSUM BOARD INSULATION IF NOTED . a 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED ■ MANN THAT THE ■ UNIT CODE INDICATES ©a CONFIGURATION, CONSTRUCTION AND A INSULATION OF THE PARTITION AS FOLLOWS in INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION /WALL VERTICAL CONFIGURATION OF PARTITION /WALL f l r �. � � �I�I �` �� `� ' � r . : • 0 p i m il .10 :. ' ‘ _... .. 1 ' • +Wail • •••�� • • L — ." 1....:..........1. 1 FASTENERS AS NECESSARY POWDER - ACTUATED FASTENERS SHALL BE HILTI(PER ES REPORT 2388) AT POST TENSIONED CONCRETE, MAXIMUM EMBED SHALL BE 3/4" PARTITION /WALL SYMBOLOGY - - INSULATION NO INSULATION 0 BATT ACOUSTICAL INSULATION 1 2 Z `� 3 5/8" METAL STUDS MATCH EXIST. FRAMING IP INFILL CONDITION 4 5 3 5/8" METAL STUDS 4" METAL SHAFTWALL STUDS 10 4" METAL SHAFTWALL STUDS 1 ' i J BATT THERMAL INSULATION 11 $ DESIGNATION 6" METAL SHAFTWALL STUDS T NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE. PARTITION -TYPE LEGEND 6" METAL STUDS 6' METAL. STUDS 9 6" METAL SHAFTWALL STUDS SHAFTWALL 05 3 ".1' (2HR FIRE - RATED) -D" PARTITION-TO-FLOOR CONNECTION PARTITION - (1HR FIRE RATED) PARTITION (2HR FIRE RATED) SHAFTWALL (1HR FIRE - RATED) O p 6 3 " =,' -D" C1DIDFP -02 NO SCALE C1010FP -01 O L NO SCALE CONSTRUCT PER US DESIGN NO U419 p 3 3 "•1' -1Y N O SCALE C1010FP -11 CONSTRUCT PER UL DESIGN NO U415 eit STRUCTURE 16 AT FIRE -RATED CONSTRUCTION ark EQ. J, EQ. A -M -01 Drawn / 1 / STRUCTURE , STRUCTURE CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FU HEIGHT LL r I``� ,a-_...,-, ;�� F�� fmo� Fri ,� ,Fi ` F� ;� ,�� F�� ; � �� ��� P CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT �� i �� l '� ,�� � � �� �� �� F�� .��l CEILING Checked (WHERE OCCURS) Date c; GRID '03 'I '03 — . • . . . • . . . - .. . • . . • • — 1 5/S" GYPSUM • BOARD METAL STUD FRAMING - — - — COLUMN (FIREPROOFED FIREPROOFED) Internal Project No. 208089.01 1 EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT 11111111AV ,Z-161 ,� ,�� ;� ,F� `� � � F� II F�� � - I� �� M.S. Project No. P,11161 CEILING v::• ::::::::; :: . - — — - - ' - — — - Approvals Date OPERATIONS �•!���i � A -M 01 A -M Ot \I A -M D1 Microsoft Mechanical Engineer Microsoft Coble Engineeer `.... GYPSUM BOARD COLUMN WRAP ` � -. Microsoft Electrical Engineer A B C Engineering Manager PARTITION CONFIGURATION: FULL- HEIGHT PARTITION CONFIGURATION: FINISH MATERIALS BOTH SIDES FULL - HEIGHT FINISH MATERIALS ONE SIDE PARTITION/ WALL DESIGNATIONS PARTITION CONFIGURATION: • - `" __ Security Manager PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES WITH GWB CEILING I R EVI E W ED FOR CODE CO NNPLIAkE APPROVED JUL 0 8 2008 FF &e PROJECT MANAGEMENT= 10 11/2 "4-0" C1010FP -90 Project Planner NO SCALE Project Manager Senior Project Manager FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE, TYPICAL THROUGHOUT THIS DETAIL APPLY OR PATCH FIREPROOFING (WHERE FIREPROOFING OCCURS) FILL VOID AT FLUTES WITH PACKING AFTER INSTALLATION OF JOINT SYSTEM, TYPICAL. MATERIAL - EXTEND 1 1/2" MINIMUM BEYOND WALL SURFACE City Of Tukwila BUILDING DIVISION Development Manager DUCT ' ' NON LOAD BEARING SHAFT ENCLOSURE . Project Manager METAL STUD 5/8" G.W.B BATT INSUL. METAL TRACK IIII4 . o • • EXIST. CONC. Quality Control Reviewer .e . . . . - • 0 • A o ' . 1 - o . - - - - D ' ' • . • ° PANEL ALIGN ADJACENT PARTITIONS WHEN SO INDICATED BUT NOT DIMENSIONED PER NER -258 FILL VOID WITH PACKING MATERIAL Revisions No. Date Description — TED FLOOR STRUCTURE ED E F LAB PENING G O S O ENCLOSURE WALLS: 1. AS DIMENSIONED WHEN LOCATED ON PLANS 2. LOCATE SHAFT SIDE FINISH AT EDGE OF SLAB OPENING � 06/05/08 PERMIT -��_ —_ —�_ SHT MTL BACKER ROD & SEALANT INTERIOR ' ' II r >rrr� irrrrrrr� T�T r r rrrr r rrr r r�rr rrrr ► LIN iI S'f I ! , � l A A A 1 1 • a '• f► � � i 1 STEEL STRAPS } , , ANGLE CEILING FASTE FIRE 2HR BOARD r a �I� EXTERIOR l• 1 ■ I l ■ ■ WITH INTUMESCENT STRIP ANGLE WITH Ca 0 ANGLE WITH INTUMESCENT STRIP CEILING TRACK FASTENERS PER ES REPORT 2012 FIRE -RATED PARTITION FOR 1HR AND c a , TRACK- � INTUMESCENT STRIP � r -- - l I ■ l I ■ I FIRE DAMPER IN I ■ 1 FIRE DAMPER P PER C7UC7 PER I ■ I MECHANICAL MEC HANICAL I ■ I IN _ : - I PER E S R EPORT 2012 -RATED PARTITION FOR 1HR AND RATINGS. (NUMBER OF GYPSUM LAYERS VARIES PER DESIGN) CEILING TRACK FASTENERS PER ES REPORT 2012 FIRE -RATED PARTITION FOR 1HR AND 2HR RATINGS. (NUMBER OF GYPSUM BOARD LAYERS VARIES PER DESIGN) _ --I `��'.M� a ----. Ii .��A� �`� qi • )- 2HR OF GYPS M BOARD PER DES GN) -��� —� — , � RATED SHAFT PER REFLECTED ENCLOSURE PER NER -258 CEILING PLAN FIRE -RATED HORIZONTAL DUCT SHAFT ENCLOSURE PER NER -258. FIRE - RATING IN HOURS IS INDICATED ON PLANS. PLAN SECTION THRU SHAFT ENCLOSURE SECTION THRU SHAFT BOTTOM PARTITIONS PARALLEL TO DECK FLUTES - PARTITIONS PARALLEL TO DECK FLUTES - p CENTERED UNDER FLUTES p CENTERED UNDER VALLEY PARTITIONS PERPENDICULAR TO DECK FLUTES a SHAFTWALL PARTITION LOCATED AT SLAB EDGE/ OPENING EXTERIOR DOOR HEAD SCALE 3" • 1'-0" : .J CONSTRUCT PER UL DESIGN HW- D-0454 AND ES REPORT 2012 CONSTRUCT PER UL DESIGN HW -D -0462 AND ES REPORT 2012 CONSTRUCT PER UL DESIGN HW -D -0420 AND ES INTERSECTION OF FIRE -RATED PARTITIONS WITH FLUTED METAL DECK REPORT 2012 F 0 O FIRE —RATED SHAFT ENCLOSURES (SCHEMATIC) Registration ABOVE HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION 14 NO SCALE NOTE: CONSTRUCTION SHOWN IS FOR 2 -HOUR RATED CONSTRUCTION. ACTUAL RATING VARIES PER PLANS. C1010FP -47 NOTE: ALL REFERENCES ARE TO REPORT NO. NER -258 FROM THE COUNCIL OF AMERICAN BUILDING OFFICIALS (CABO) 16 NO SCALE C1010FP 05 . 1653 " R • S ,'"RED 4 ITE I !E.EPPL E - STATE OF WAS1-11NO Ok: Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Sheet Title PARTITION TYPES & INTERIOR DETAILS A-M- 1 / k" 3/4" CLEAR AT ONE END IN EACH DIRECTION. FASTEN TO STEEL FRAMING WOOD FRAMING CONCRETE STRUCTURE, AIR TERMINALS AND SERVICES DO NOT FASTEN THIS END TO THE CLOSURE CONCRETE DECK, OR STEEL DECK PER ES REPORT 4071 (ITEM 2.2.2), WEIGHING BETWEEN 20 AND 56 POUNDS ANGLE. AT OTHER END IN EACH FASTEN TEES TO CLOSURE DIRECTION, ANGLE. OR PER CISCA 3 -4 (FIGURES 2, 3, 4 AND 5). BE CONNECTED 70 STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES "�, PART VARI > \ 1 ��J 40 .-- WHERE HANGER WIRES ARE MORE THAN 1 :6 OUT-OF-PLUMB, PROVIDE 12 GAGE MINIMUM HANGER WIRES COUNTER- SLOPING WIRE AT 4' -0" OC EACH DIRECTION - NO MORE THAN 1:6 OUT -OF -PLUMB TYPICAL ' 1/2 / ge---------- HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY THAN LIGHTING 56 POUNDS CONNECTED TO STRUCTURE ABOVE, BY TWO 12 GAGE TAUT OR SLACK WIRES ITSELF PENDENT HUNG LIGHT FIXTURES AND ALL OTHER LIGHT FIXTURES, AIR 90 (IN INIM N) R OTHER. EACH END 0 EACH WIRE TO BE LOOPED AND WRAP' D AROUND 4 TIMES MINIMUM COMPRESSION STRUT FASTENED TO MAIN TEE AND TO STRUCTURAL FRAMING OR CONCRETE 4 � o 100 v. PROVIDE CEILING EXPANSION JOINTS AS NECESSARY DIVIDING CEILING INTO REAS NO GREATER THAN 2500 SF PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS ppp m � ,2 ,r VG' I I TERMINALS AND SERVICES WEIGHING TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM MAINTAIN HANGER WIRE AT EACH END OF HANGER WIRE SPACING AND CAPACITY BELOW OBSTRUCTION MORE THAN 5fi POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL FRAMING, MASONRY, OR CONCRETE USING APPROVED HANGERS I DOOR LEAF . - � nor JL _ / 8" MAX 2 X 2 CLOSURE ANGLE, ACOUSTICAL CEILING PANELS LIGHTING FIXTURES, 1 2 " / ___----- MINIMUM. SEE NOTE TERMINALS, BRACING WIRES WITHIN 8" MAXIMUM j 2" OF CROSS TEE EACH SIDE- AIR AND SERVICES LOCATE BRACING AT 12' 0" OC AT TOP. COMPLY ADDITIONAL PROVISIONS OF SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM - EACH DIRECTION AND WITHIN 6' -0" OF PERIMETER PARTITIONS / / WITH ASTM C635 AND CC636. COMPLY WITH ALL ADDITIONAL PROVISIONS OF IBC SECTION 1621, ASCE 9.6.2.6, AND CISCA 3 -4. / COMPRESSION STRUTS WITHIN 4 4" OF BRACING WIRES GENERAL SUPPORT p LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT p LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF 0 EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF (F) SPRINKLER HEADS 115/16 " j J 115/16 " 0 PERIMETER SUPPORT 0 i l (� INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC SEISMIC DESIGN CATEGORY C, D, E, AND F HOLLOW METAL FRAME - DOOR HEAD /JAMB 19 NO SCALE C3030AC -01 24 6"-T-0" C1020 -01 1 # f = :,:; sN j ;:• ;,.:a. TelfLW �r: ,.�.r r ~F;G::i ". 'f •: six Ja\ PROJECTS \MICROSOFT_DATA \MSTK5 \CA❑❑MSTK5 \ SHEETS \A- M- 01.DON 5/5/2008 2•2G:25 PM COPYRIGHT ®2008 CALLISON PAINT AREA 'OSHA RED' R.F. / RA 3 " =1' -0" 1/2 " =1' -0" 2' -9 1/2 " Q WEST END OF COLO RAvP SECTIO\ ACCESS FLOOR PANEL RAMP THRESHOLD BY ACCESS FLOOR MFR. SWIVEL HEAD PEDESTAL BY ACCESS FLOOR MFf PERIMETER PEDESTAL f ACCESS FLOOR MFR. EAST END OF COLO RAvP @ SLAB 3 " -1' -0' 4' -10 3/4 " 2 SLIP RESISIANI SLJRF ACE RAISED F LOON I'AN1 I — STRINGER RES SUBFLOOR Al 11)G1 ABUTTING RAMP SF RAMP SHOE BY ACCI SS FLOOR MFR. — SECURI WITH CONCRETE ANCHORS PER MI R. REQ. WAI I MOUNTED HANDRAIL O COLO ENTRANCE 2 HR FR DUCT WRAP CONT ALL SIDES FIRESTOP PENETRATION CONT ALL SIDES WALL BASE, SEE SCHED. PERIMETER PEDESTAL PER ACCESS FLR. MFR. PARTIAL ACCESS PANEL BOLTED STRINGER PER ACCESS FLR. MFR. FIELD PEDESTAL PER ACCESS FLR. MFR. ADHESIVE EXIST. CONC. DECK 3' -4 3/4 " WO UKAMPAI 111111111 WatilWEAMNAM ►rfAVRIOZJi 1 1111 III CT PLE\ SCALE: 1/2" = 1 -0" LEGEND FLOOR WALL 1. "ALARM" HORN STROBE UNIT 2. "TEST MODE" BEACON 3. NORMAL POWER EPO CONTROL PANEL 4 AUXILIARY EPO RELAY PANEL 5, RESERVE POWER EPO CONTROL PANEL 6. EPO PUSH BUTTON STATION PANEL 0 1 T EPO PUSH BUTTON STATION PANEL 4 2 8. SEMI - RECESSED EXTINGUISHER CABINET, SEE 10 /A -M -05 9. FRAMED NICHE, DEPTH OF WALL, PROVIDE SHELF - FLASHLIGHT AND TILE PULLER PROVIDED BY OWNER 10. DUPLEX OUTLET - MOUNT INTO TOP FACE OF NICHE 11. FIRE ALARM PULL STATION - SEE DETAIL 17/A -M -08 12. TELEPHONE - TYP DEVICES SHOWN FOR LOCATION ONLY SEE ELECTRICAL & TELECOMMUNICATION DRAWINGS FOR DEVICE DETAILS PERIMETER PEDESTAL SYSTEM _.� CUT BASE IN FIELD AS NECESSARY ACCESS FLOORI\ 3 " =1' -0" ELEVATIO\ 3/4''1' -0" PER vETER FASCIA A -M -02 42" HIGH PIPE GUARDRAIL ATTACHED PER MANUFACTURER FASCIA TOP ANGLE FASTEN PER MANUFACTURER FASCIA PLATE ACCESS FLOORING PANEL FASCIA BOTTOM ANGLE FASTEN PER MANUFACTURER C3020FA -03 FULL COVERAGE THRESHOLD AS SPEC. FLR. COVERING PER SCHED. � 2 HR. WALL PARTITION SCALE: 1/8 " =1 -0' 7 - ACCESS FLR. PANEL THRESHOLD @RAISES FLOOR FINISH FLOOR DOOR FRAME BEYOND 7 "--- TYPICAL 11/2" DIA. INTERMEDIATE RAIL - - -- HANDRAIL AND GUARDRAIL ATTACHED PER RAISED FLOOR MANUFACTURER RAISED FLOOR: 30" AFF SEC,RITY ROOv ELEVATIO\ ROUGH OPENING IN WALL TO RECIEVE ACTUATOR REFER TO MECHANICAL VERIFY EL W/ MECHANICAL BASE AS SCHED PER PLAN 3"-1' 0" 3RD FLOOR SLAB ELEVATION (N.T.S) HA \D RAIL © WALL INSULATION AS NOTED LEDGER ANGLE METAL STUD BLOCKING BASE PER SCHEDULE ACCESS FLOOR EL 30" AFF B 0 STEEL TS SUPPORT LEDGER ANGLE WALL TYPE PER PLAN 4" TS POST ON 8x8 PLATE BOLTED TO SLAB CONT. 16 GA. GALV. BACKER. MIN. 12" HIGH OVER 2 STUDS MIN. (16" MIN. WIDTH) 1 -1/2 "0 STD. PIPE RAIL #10 F.H.M.S. 2 —EACH HANDRAIL BRACKET 5' -0" Q.C. MAX. 3/8 "0 MB IN EXP. SHIELD NOTE: PROVIDE SOLID BLOCKING @ STUD WALL --REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 8 2N8 City 0� Tukwila BUILDIN_ _ DIVISION RECEIVED CITY OF TUKWILA JUN 18 2008 PERMIT CENTER TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Internal Project No. 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cabe Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager PROJECT MANAGEMENT Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer No. Date CALLISON www.Callison.com 06/05/08 13/05/08 16/05/08 23/05/08 CALLISON Design Team Approvals D at e Revisions Description PERMIT 90% CD PRE -BID WALK THROUGF ISSUED FOR CONSTR C I • Registration ST VEN E. EPPLE STATE OF WASHINGTON Key Plan Sheet 1 itle INTERIOR DETAILS J :\ PROJECTS \MTCROSOFT_DATA \MSTK5 \CADDMSTK5 \SHEETS \A- M- 02.DGN 6/16/2008 4: 00s 40 PM COPYRIGHT ©2008 CALLISON J \PROJECTS \M ICROSOFT_ DATA \MSTK5 \CADDMSTK5 \ SHEETS \A -M -03. DGN 5/5/2008 21 264 14 PM COPYRIGHT ®2008 CAWSON 2' -0" ACC ACCESSIBLE PTD /WR PAPER TOWEL DISPENSER AND AMB AMBULATORY ACCESSIBLE WASTE RECEPTACLE CH COAT HOOK SCD SEAT COVER DISPENSER DR DIAPER RECEPTACLE SCD /TPD SEAT COVER DISPENSER AND DV DIAPER VENDOR TOILET PAPER DISPENSER FUS FOLDING UTILITY SHELF SCD /TPD /SNR SEAT COVER DISPENSER, GB GRAB BAR TOILET PAPER DISPENSER AND HD HAND DRYER SANITARY NAPKIN RECEPTACLE LAV LAVATORY SD SOAP DISPENSER MH MOP /BROOM HOLDER SNR SANITARY NAPKIN RECEPTACLE MIR MIRROR SNV SANITARY NAPKIN AND M/S MIRROR WITH SHELF TAMPON VENDOR PTD PAPER TOWEL DISPENSER TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER WR WASTE RECEPTACLE TOILET ROOM F ABBREVIATION LEGEND C A L L 15 0 N C ALL 1 S O N www.callison.com w Ai/Cr/330ft. T K 5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Design 1' -7" MAXIMUM TO CENTERLINE OF CONTROLS r ce ° w MOUNTING HEIGHTS GIVEN HERE ARE TYPICAL UNLESS OTHERWISE NOTED. ELEVATIONS GIVEN ARE ABOVE FINISH FLOOR. ,,, ce I- x m ce 1 " '� I ; is ". SPLASH, 3 SIDES, t 1 1 ' 2' -10" AFF _ 7 1 � I / ;� ; '. c_ ,,, a ° J o W a a W z , N W ,� 3 ° " v 3 oW W z a a 4 �" W ,� � ca ° >- W c�r a 3 rr " z z ° z � �z a Ce ° z _ w a ° ° N Ca i W , °° s o v, ° a ce ° _ x in d x -4- w c.., a "' ° 1 c.) W � L._ ° w m o _ cff ,,, a W z ).< o L.-, m �- m m x a N w tn c...) cn a ca ¢ a ¢ � '- 1/8" RADIUS, TYPICAL , `. _ - - 1 I FAUCET AND CONTROLS - r � t� _ _ _ _. CONFIGURATION VARIES I i ' y 1 " 1 1 SCRIBED TO WALL 19 j J l ' J � • / r I `�` / r ' / r / r .- - SOLID SURFACING COUNTERTOP THICKNESS AND SUBSTRATE PER FABRICATOR 2X LEDGER, 3 SIDES ��� / ! y FRONT EDGE OF COUNTERTOP SUPPORTED BY 3 X ♦ -- �___ - - - 1� , , 2 X 1/4 TUBE, EACH — � � m ° '- - C., M - - - d r _ ° — — _ END FASTENEDTO METAL WALL FRAMING 1 , ' , / ' ` I ` / ■ ` ' ' /' ' LAVATORY - MOUNTING AND CONFIGURATION VARIES v -� ° .4. , ♦ ♦ �- ♦ is ♦ TOILET , 1 ..0-.E' ♦ ^ �j INSULATE PIPING IF INDICATED -° _ cc 1 ♦ ACCESSORIES l \ • AND ES D ♦ PLUMBING • FOR ' � APPLIED FINISH MOUNTING HEIGHTS . , , VARIES ___ .. LAVATORY IN SOLID SURFACING COUNTER • ♦ FIT X ORES 3 "•1' -0" H10 -02 N O SCALE H10-20 v NO SCALE H10 -19 1 r - r - - - n - 1 ` i , 1 1 \.` 1 1 1 BIDDER DESIGNED 1 \\ \ ` 1 11 SUPPORTS AND BRACES 1 . \. ' ' TO STRUCTURE (NOT \ ` 1 ; METAL DECK ONLY) `. �,` I 1 1 ABOVE. I I ` .., \ I I N. ` � , � I 11 . ` „ ` ' � `'\ '' - 3 X 3 X 3/8 ANGLE 1' -0' 4' -8" MIN CLEAR FOR 3'-6" lAl. WALL -HUNG WC. 4' -11" MIN CLEAR FOR SCD/TPD OR �� - — `'i FLOOR MOUNTED WC. (VERIFY WITH PLANS) - ---- - - - GB I SCD /SNR /TPD L - ' _ i+7 II Drawn . M SCD/TPD E n 'C., — CM ` GB ' 1 I� Checked 8" OR AI-IM A Date A ; NI \ 11 ` N. 1 ` \.\ ` II .., � �\,.y - SCD /SNR /TPD I 31 -5�� Internal Project Na. 208089.01 ' M.S. Project No. P.11161 I , II f ; ;' 1 1 / , CEILING FRAMING MAY VARY Q 5' -O" MINIMUM z Approvals Date 1 1 1 t Y Li_ - a CLEAR (VERIFY - r WITH PLANS) ,R t _ cn . ,•fr.. : � . � 0 CUSTOMER OPERATIONS: if 1— J r, ¢ c) , GBl I_ 7g' I j TOILET COMPARTMENT PILASTER _ Microsoft Mechanical Engineer ♦ I i I Microsoft Coble Engineeer 1'-6" ' I BUT MAY BE OTHER TYPE PER SPEC. MOUNTED, BUT MAY BE IN OR ON WALL AT END STALL. MAY BE OPPOSITE -HAND. SEE PLANS FOR ACTUAL ORIENTATION. (SNR) IN WOMEN'S TOILETS ONLY. STALL — SCHEMATIC Microsoft Electrical Engineer I ATTACHMENT FOR CEILING _ HUNG TOILET COMPARTMENT 1. WATER 2. ACCESSORIES 3. ACTUAL 4• PROVIDE . CLOSETS ARE SHOWN WALL-MOUNTED, BUT MAY BE OTHER TYPE PER SPEC. ARE SHOWN COMPARTMENT - MOUNTED, BUT MAY BE IN OR ON WALL AT END STALL. ACCESSORY LOCATIONS MAY BE OPPOSITE -HAND. SEE PLANS FOR ACTUAL ORIENTATION. SANITARY NAPKIN RECEPTACLES (SNR) IN WOMEN'S TOILETS ONLY. ACC STALL — SCHEMATIC 1. WATER 2. ACCESSORIES 3. ACTUAL 4. PROVIDE CLOSETS ARE SHOWN WALL-MOUNTED, ARE SHOWN COMPARTMENT- ACCESSORY LOCATIONS SANITARY NAPKIN RECEPTACLES TYPICAL Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: 10 3 "4-0" H10 -08 1/4 " -T -0" H10 -10 1/4 " -1' -0" H10 -12 Project Planner Project Manager Senior Project Manager . 1 I 0 1 I Development Manager Project Manager a 3RD FLOOR Quality Control Reviewer Revisions No. Date Description 06/05/08 PERMIT =' I j i 1 1 I j I PTD /RW 7 �` Ai ► SD IF " 7 r R I, Fr - .,' 5' -O" PTD /WR 02 r ; f ..0L-.Z • -1 C It 0 In ` :tr t\ o SD -M-03 Y 14 ELEVATION 14 ♦ , 5' -3° j Registration . ' � ; G '7rRED ECT � � _ +tt .•Fry 5. EPPLE Key Plan RECEIVED CITY OF MAY PERM Sheet Title INTERIOR DETAILS q_m_03 TUKWILA 13 2008 T CENTER !ENN ®f ��� � - I V ® � ����� ,I� �� �� 1 4`, 1 cm 0 - 001.0 DIN 1151. 0311 ®1 ". . ♦ MEN r SCD /SNR /TPD WO M EN SCN,E= 1/2 " -O" 1 35 4 1 (355 1 3 FLOOR 43 y � — Q o N Q ♦ ,r0-,6 C I 0 C)I SCD /TPD o a , s j � tip SCD /SNR /TPD �� r Il 1 j I - Mu_ 1 � ! 'II� j ♦ o 0 . I.• 16 ♦ i: I 5' -O" 5' -0" 4' -11/2 " 1 _ X 10'" , 1' -10" 10' -1" ' VERIFY V a a THIRD FLOOR BATHROOM PLAN ,' r ELEVATION � °r= � f li SCALE: 1/2 "•1' -0" 1 . 2 0 SCALE: 1/2 "• -0" J \PROJECTS \M ICROSOFT_ DATA \MSTK5 \CADDMSTK5 \ SHEETS \A -M -03. DGN 5/5/2008 21 264 14 PM COPYRIGHT ®2008 CAWSON SYMBOL ITEM DESCRIPTION REMARKS ACP -1 ACOUSTICAL CEILING PANELS MANUFACTURER: PRODUCT: PRODUCT NUMBER: SIZE; EDGE CONFIGURATION: COLOR: SUSPENSION SYSTEM: CONTACT INFO: MATCH EXISTING BUILDING STANDARD AFL -1 ACCESS FLOOR FINISH MANUFACTURER: MATERIAL: COLOR: CONTACT INFO: MATCH EXISTING BUILDING STANDARD CGS - 1 CORNER GUARD - STAINLESS STEEL MANUFACTURER: PRODUCT NUMBER: FINISH; LEG DIMENSION: 2 INCH LENGTH: 4 FEET MATCH EXISTING BUILDING STANDARD MOUNT FROM TOP OF WALL BASE P -1 PAINT COLOR: TBD SIZE P -2 PAINT MANUFACTURER: SYSTEM: COLOR: CONTACT INFO: MATCH EXISTING BUILDING STANDARD RB -1 RESILIENT BASE MANUFACTURER: SERIES: HEIGHT: CONFIGURATION: COLOR; MATCH EXISTING BUILDING STANDARD RF -1 RESILIENT FLOORING - TILE MANUFACTURER: SERIES: COLOR: MATCH EXISTING BUILDING STANDARD DOOR SC-HDL OPENING DOOR FRAME DETAILS REMARKS NO ROOM NAME . HDWE SIZE FIRE RTG TYPE CONFIG FIN TYPE CONFIG FIN HEAD JAMB(S) SILL W H -- — 151A UPS ROOM (2)3'0" 10 " -0" 45 HM F HM 1 24/A -M -01 24/A -M -01 . PANIC HARDWARE REQUIRED 151B UPS ROOM EXIST DR TO REMAIN° ALARM. LABEL "EMER. EXIT ONLY '. PANIC HARDWARE REQ. 151C UPS ROOM (2)3' -0 10' -0" 4 5 HM F HM 1 24 /A -M -01 24/A -M -01 PANIC HARDWARE REQUIRED A. 150A GENERATOR (2)3' -0 8 " -0" f HM F HM 1 24/A -M -01 24/A -M -01 PANIC HARDWARE REQUIRED 150B GENERATOR (2)3` -0 8 " -0" HM F HM 1 13/A -M -01 PANIC HARDWARE REQUIRED 353 COLO TK5 1 (2)3' -0 10' -0" HM F HM 1 24/A -M -01 24/A -M -01 15/A -M -2 PANIC HARDWARE REQUIRED. 90 351 SECURITY 4 3' -0" 8' -0" HM F HM 1 24/A -M -01 24/A -M -01 352 AIM ROOM 5 2)3' -0 10' -0" 90 HM F HM 1 24/A -M -01 24/A -M -01 354 MEN'S RESTROOM REUSE EXISTING DOOR AND HARDWARE 355 WOMEN'S RESTROOM EXIST. REUSE EXISTING DOOR AND HARDWARE 356 STAIR EXIST. REUSE EXISTING DOOR AND HARDWARE NOTE: REFERENCE SECTION 087100 IN THE SPECIFICATIONS MANUAL FOR THE DOOR HARDWARE GROUPS, D RECEIVED CITY OF TUKWILA JUN 181008 PERMIT CENTER TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date Internal Project No 208089.01 M.S. Project No. P.11161 CUSTOMER OPERATIONS CALLISON Microsoft Mechanical Engineer Microsoft Cable E.ngineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT' Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer No. Date Description CALLISON www.callison.com Design Team Approvals Date Revisions 06/05/08 PERMIT 13/05/08 90% CD 16/05/08 PRE -BID WALK THROUGH 23/05/08 ISSUED FOR ONS - T•N Registration 36 E N E. EPPLE STATE OF WASHINGTON Key Plan Sheet Title DOOR & FRAME TYPES DOOR & FINISH SCHEDULE A -M -04 J: \PROJECTS \MICROSOFT— DATA\MSTKS \CADDMSTK5 \SHEETS \A M 04. DGN 6/16/2008 12: 16: 13 PMCOPYRIGHT ©2008 CALLISON GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center (Microsoft TK5) 3355 S. 120 Place Tukwila, Washington 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) -- 2006 International Building Code (IBC) Code supplement & Date - N/A 3. DESIGN LOADS a. Roof Live Load b. Snow Load See snow load Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 Drifting snow is no required in the design. c. Seismic l = X."64(11k, S1 = Ie = 1.5 Site Class "D" and Seismic Design Category - D ", SDS = 0.935, SD1 = 0.489. Equivalent Lateral Force Procedure used. d. Wind Load Basic wind speed (3 sec.gust) = 85 (mph) - Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpi - + 0.18 Collateral loads were not included in uplift design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1998 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. A COEFFICIENT OF FRICTION OF 0.35 BELOW FOOTINGS AND PASSIVE RESISTANCE OF 300 PCF. FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK FILL USE AN ACTIVE PRESSURE OF 40 PCF (USE NON- EXPANSIVE GRANULAR BACK FILL PER SOILS REPORT) AND A 250 PSF SURCHARGE WHERE TRUCK TRAFFIC CAN OCCUR. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. @ 28 DAYS 5-1/2 SACKS MIN CEMENT PER CU. YD FOR ALL SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MIN. CEMENT PER CU. YD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL, STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 OTHER SHAPES AND PLATES ASTM A -36 TUBE COLUMNS ASTM A -500, GRADE B WELDHEAD STUDS ASTM A -108 MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON- -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -6 AND E -6. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. MASONRY HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (50/50) GRADE "N" IN ACCORDANCE WITH ASTM C -90. MASONRY STRESSES USED IN DESIGN (f'm = 1500 PSI) WERE FOR INSPECTED CONSTRUCTION. MASONRY UNIT COMPRESSIVE STRENGTH TO BE 1900 PSI MINIMUM ON NET AREA AND 1000 PSI MINIMUM ON GROSS AREA. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH CODE INDICATED ABOVE. MORTAR SHALL BE TYPE "S ", WITH MORTAR PROPORTIONS PER ASTM C270 TABLE 1 (TESTING LAB IS TO VERIFY IN WRITING THAT THIS TABLE FOR TYPE "S" MORTAR WAS COMPLIED WITH). MASONRY CEMENT AND MORTAR CEMENT ARE NOT TO BE USED ON THIS PROJECT. VOLUME PROPORTIONS FOR MORTAR AND GROUT MIX DESIGNS ARE NOT TO BE SUBMITTED IN THE FORM OF "SHOVEL - FULLS". GROUT SOLID ANY CAVITY CONTAINING REINFORCING STEEL IN LIFTS NOT TO EXCEED 4' -0" UNLESS HIGHLIFT CODE PROCEDURES ARE FOLLOWED AND MONITORED AND REPORTED BY THE TESTING LAB. GROUT STRENGTH SHALL BE 2000 PSI MIN. AT 28 DAYS. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (fy= 60,000 PSI). SPLICES SHALL BE 60 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY -UP. ALL MASONRY BOLTS & WHS ON THIS PROJECT TO BE GROUTED IN PLACE WITH AT LEAST 1" OF GROUT BETWEEN THE BOLT AND THE MASONRY (NO EXCEPTIONS). MAXIMUM ALLOWABLE CONSTRUCTION WALL ALIGNMENT TOLERANCES (BASED ON ACTUAL DIMENSIONS) ARE AS FOLLOWS: VERTICAL + 1/4" IN 10 FT, 3/8" IN 20 FT. & 1/2" MAXIMUM IN WALL HEIGHT. HORIZONTAL + 1/4" IN 10 FT., 3/8" IN 20 FT & + 1/2" MAXIMUM. WALLS EXCEEDING THESE TOLERANCES MUST BE REMOVED AND REPLACED (NO EXCEPTIONS). TESTING LABORATORY TO CHECK CONSTRUCTION DAILY TO THESE TOLERANCES. NOTE: MASONRY IS NOT TO BE CONSTRUCTED ABOVE ELEVATION 18' -8" AT MAIN BUILDING & ELEVATION 10' -0" AT TIRE CENTER UNTIL M.B.S. ROOF IS INSTALLED AND IS STRAIGHT AND TRUE AT INSIDE FACE OF MASONRY. THE MASON MUST VERIFY THE PLACEMENT OF THE VERTICAL WALL DOWELS PRIOR TO THE CASTING OF THE FOOTINGS. EACH AND EVERY MASONRY SHOP DRAWING MUST INCLUDE SECTION D-7 FOR FULL HEIGHT MASONRY WALL BUILDINGS AND SECTION F-5 FOR ALL OTHERS, NO EXCEPTIONS. THIS SECTION IS TO BE FULL SCALE OF THAT ON CONTRACT DRAWINGS. (Fy= 50,000 PSI) (Fy =36 , 000 PSI) (Fy= 46,000 PSI) (Fy= 55,000 PSI) LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP I5 CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. MASONRY: VERIFY THAT UNITS HAVE MINIMUM CELL SIZE PER DRAWINGS. VERIFY REINFORCING PLACEMENT IS PER DRAWINGS. MASONRY CONSTRUCTION SHALL HAVE SPECIAL INSPECTION PER CODE. DAILY VERIFY MASONRY TOLERANCES PER MASONRY NOTE THIS SHEET. SPECIAL INSPECTION IS REQUIRED BASED ON THE "UNIT STRENGTH METHOD" PER THE THREE STEPS NOTED BELOW, SAMPLING AND PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS AND DURING ALL GROUTING OPERATIONS. 1. UNITS CONFORM TO ASTM C90 AND ARE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C140. 2. GROUT CONFORMS TO ASTM C476 AND IS SAMPLED FOR EACH 5000 SF OF WALL AND TESTED FOR STRENGTH. 3. MORTAR CONFORMS TO TYPE 'S' PROPORTIONS PER ASTM C270 TABLE 1. INSPECTOR SHALL CONFIRM IN DAILY FIELD REPORTS THAT THE PROPORTIONS ARE FOLLOWED (EITHER FIELD MIXED OR PREMIXED SAMPLES AND TESTS FOR STRENGTH ARE NOT REQUIRED). FAILURE TO FOLLOW THESE THREE STEPS WILL MEAN THAT PRISM TEST WILL BE REQUIRED. THE CONTRACTOR MAY ELECT TO TAKE PRISM TESTS IN LIEU OF THE "UNIT STRENGTH PROCEDURE ". TESTING LAB TO NOTIFY ENGINEERS NORTHWEST AND THE ARCHITECT BY PHONE AND FAX OF ALL NONCOMPLIANCES REGARDING MASONRY IMMEDIATELY. TESTING LAB TO SEND REPORTS TO ENGINEERS NORTHWEST AND THE ARCHITECT WITHIN 5 DAYS OF TEST. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ABBREVIATIONS ARCH. BAL. BTWN, B. OR BOT. BLDG. B.O.C.A. BRG. C.M.U. COL. CONC. C.I.P. CLR. CONT. C.J. C.S.J. D.S. DINGS. EA. E.E. EL. OR ELEV. E.N.W. OR ENW E.F. E.J. EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV. G.W.B. H. OR HORIZ. I.C.B.O. I.F. INC. I.S. K L.W. M.B.S. M.R.S. M.O. ARCHITECT = BALANCE = BETWEEN = BOTTOM = BUILDING = BUILDING OFFICIALS CODE ADMINISTRATORS = BEARING CONCRETE MASONRY UNIT = COLUMN = CONCRETE = CAST IN PLACE CLEAR = CONTINUOUS = CONSTRUCTION JOINT = CLOSURE STRIP JOINT = DRAG STRUT = DRAWING = EACH = EACH END = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EXPANSION JOINT = EQUAL = EACH SIDE = EACH WAY FACE OF CONCRETE FACE OF STUDS = FACE OF WALL = FOOTING = GAGE = HOT DIP GALVANIZED = GYPSUM WALL BOARD = HORIZONTAL = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS = INSIDE FACE = INCLUDING INSIDE FACE = KIP (1000 POUNDS) = LONG WAY METAL BUILDING SUPPLIER METAL ROOF SUPPLIER = MASONRY OPENING N.F. M.T.S. o/c O.F. 0.S. 0.T.0. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. T. T.O.B. T.O.S. T.O.F. TYP. U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.O.F. w/ w/o W.H.S. l. F. NEAR FACE = NOT TO SCALE ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT STEEL SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE = UNLESS NOTED OTHERWISE = VERIFY w VERTICAL = VERTICAL FAR FACE = VERTICAL EACH FACE = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE REID MIDDLETON, INC. T DATA CE TER EXPAN ION 3355 S 120th PL Tukwila, WA 98168 Design A. TUCKER Drawn D.G. Checked A. TUCKER 4-23 -2008 Date Intemal Project No. 99136034 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer No. Dote Design Team Approvals Revisions Description Registration Sheet Title Date 1 EXPIRES 8 -28-08 Key Plan C� C�i�'ED t®Tt IKVVILA ARV Al 2008 ENTER GENERAL NOTE RECEIVED CITY OF TUKVVILA MAY 13 70U8 PERMIT CENTER .1 fro d 0 M 10 0 r) 5 I 0 O I 0 (E) F6.5 SAWCUT & REMOVE 5 CONC. WALL GRID aA w a_ (E) F9.5 (E) F10.0 (E) F9.5 (E) F10.0 (E) F9.5 1' -6" 1 L FOR CONC. REPLACEMENT SEE SECT. r 1 L r L 1 " _ 1 (E) F12.5 (E) F13.0 28' -55" 1 L 1 L L r 1 L 1 (E) F12.5 EXISTING 8" SLAB w / #4 24 "o /c EA. WAY J (E) F12.5 (E) F12.5 (E) F12.5 8" CMU WALL PER SECT. L (E) F13.5 (E) F12.5 29' -4" L (E) F12.7 (E) F12.75 _ .__1 (E) F12.5 (E) F12.75 I 110 EXTEND UTILIDOR --- -1 TRENCH PER SECT. 1 _ 1 (E) F12.5 (E) F12.75 (E) P6 I 29' --44" E L (E) P4 24' -64" r 1 i ----- -� L (E) F12.5 I L (E) F10.5 (E) F12.5 I� �I 1 i - J L.. _.. PARTIAL FOUNDATION PLAN Q NOTES; 3/32" = 1' -0" 1.) FOUNDATION NOTED AS (E) = EXISTING (N) = NEW 2.) SEE DETAIL C/52.1 FOR TYPICAL HOUSEKEEPING PAD. EXISTING 8" SLAB w /#4 ® 24 "o /c EA. WAY (E) F11.0 E) F12.75 29' -4$" 29'_4g" (E) F10.5 I 1 L L r J (E) F12.5 24' - 1 L �. SAWCUT NEW DOOR OPN'G PROVIDE STRONGBACK PER SHEET S -F -2.1 L L (E) F10.0 r 1 1 L J (E) F12.5 (E) F12.5 (E) F12.5 (E) F12.75 I .ilmommilimilli ■ - ..1 I� B 1 24' -6" i L.. SAWCUT NEW DOOR OPN'G PROVIDE STRONG PER SHEET S--F i Ii 1i _ __......J LL 1 (E) F10.5 P (E) F12.75 (E) F12.5 (E) F12.5 (E) F12.5 IIIIIIIIII III (E) Fl 3.0 F12.75 00� tote � mops J 3 I t . II REID MIDLETON, INC. TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Design A. TUCKER Drawn Checked Date 4 -23 -2008 Internal Project No. 99136034 M.S. Project No. P.11161 Approvals Date CUSTOMER OPERATIONS: D.G. A. TUCKER Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT; Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Revisions No. Date Description Registration I EXPIRES 8- -28 -08 Key Plan AREA E AREA D AREA B / /// AREA C AREA A /// Sheet Title FOUNDATION PLAN RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER 1' -22" 41' -6" 30' -0" 30' -0" 30' -0" 30' -0" 30' —O" 25' -0" 6" 17-6" (E) W24x62(30) (E) W24x68(30) (E) W24x68(30) _L n , \ �'r W18x35(18) (E) W24x68(30) (E) W24x68(30) — (E) 1 0 .da L� (E) W18x35(16) (E) W21x44 (16) (E) W21x44 (16) (E) W21x44 (16) (E) W21x44 (16) (E) W21x44 (16) f (E) W21 x50(44) � xx (E) W21 x44 (16) (E) W21 x44 (16) __ (E) W21x44 (16) (E) W21x44 (16) rn (E) W21x44 (16) 1 (E) W2714 (40) (E) W24 x68 (38) `� `. 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FJ (E) W18x35 (E) W21X57 w/ 8x8x2 HSS (E) W21X57 w/ 6x6x4 HSS 6' (E) W18x35 6 4/ A ys l W18x35 (E) W21X57 w/ 8x8x2 HSS (E) W21X57 w/ 6x6x4 HSd (E) W18x35 (E) W 8x35 (E) W21X57 w/ 6x6x4 HSS (E) W18x35 L�1 (E) W (E) W18x35 (E) W21X57 w/ 6x6x4 HSS (E) W18x35 (E) W x35 E) W18x35 (E) W21X57 w/ 6x6x4 HSS (E) W18x35 (E) 18x35 (E) W18x BRACED (E) W 35 FRAME 8x35 (E) W18x35 (E) W18x3 1 (E) W 8x35 E) W18x35 (E) W18x35 (E) W18x3 co (E) W18x35 18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 BRACED FRAME (E) 18x35 (E) W18x35 (E) W18x35 (E) W18x3 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 (E) W18x35 It 2 F CA CA 11 -a 0 0 IP 30' -0" co 03 CO 03 03 03 ni 03 irsa 03 (f) •=1. — DI 77 I I I o R. CD CA IQ CD CO rri tO rri 0 c co A- m > F - a > zo7c o ro cf) m co 33 NEW 2 #4 EXIST. 62" SLAB JOIST TYP./ >21 JL 3x T0\ 3 - 20' -0 u EXIST. W.F. JOIST JL 3x3x "x1 x6" 0 EA. JOIST 1 8GA. TRACK PNL. EDGES, TYP. CONT. 18GA BOT. TRACK wi/ t "0 HILTI @ 4' -0' oc (EMBED 1 1 1 -1 t l —I 1 I 111= 111 =111= METAL STUD DEMISING WALL SECTION Scale: 3/4 "= 1'--0" 1 T1±40 - 7_ 1 = 1- 11 1 1 111 =111 =11= DETAIL #4 x 0' -10" DOWEL @ 24 "o /c, EXPDXY ) INTO EXIST. SLAB op . Az ,_ —�- `, r / //� ; I�I ,, ITI ,,— EXIST, SLAB SECTION Scale: 3/4 " =1' -0" RMOVE EXIST. 52" CONC. WALL EXIST. WALL FTG 1 11--1 1 I —I 11— T 1 111 111 ITT 600 S162 -43 EA. SIDE w/ 0.125 "0 RAWL "ZAMAC" NAIL –IN FASTENERS © 1'- -•0 "oc (EMBED 1") CONT. TRACK T &B MTL. STUD INFILL MIN 358533 © 2' –O "oc $" TYPE X –GYP. BOARD w/ NO. 8 0 7 "oc EDGES & 12 "oc FIELD 600 S162 -43 0 2' --0 "oc w/ CONT. TRACK TOP & BOT. w/ NO. 8 EA. STUD EA SIDE EXIST. SLAB ON GRADE NOTE; PRIOR TO T.S. FABRICATION CONTR. TO VERIFY THE T.S. & CONNS. WILL MISS ROOF FRAMING MEMBERS & CONNS, EXIST. MASONRY WALLS NOTE: CUT i" HORIZ. SLOT IN BLOCK FOR ANGLE Scale: 3/4 " =1' -0" NOTES: TWO POSSIBLE CONDITIONS OCCUR AT THE ANCHOR LOCATIONS IN THE EXISTING MASONRY WALL. EITHER THE CELL IS GROUTED OR IT IS NOT. 1.) WHEN THE CELL IS GROUTED SOLID USE 2 "O ALL – THREAD EMBEDDED 42" MIN. INTO . "0 HOLES FILLED w /HILTI HIT HY-150 ADHESIVE. 2.) OPENING SHOWN MUST BE LOCATED AT LEAST 4' -0" FROM EXISTING WALL EXPANSION JOINTS. 5 SLAB w /6x6 – W1.4xW1.4 ON 1 BGA. GALV. –W2 FORMLOK DECK EXIST. 8" SLAB ON GRADE T Ti Agr Air I #4 N L ® 12 "o /c DOWELS. 2 #5 11 1 —I I —I 1 1- 1I1 7 1` 1' -4" 3" 'e #4 HOLD 12 "CLR. I) m IF 8" CMU OCCURS PROVIDE 4' -0 "o /c DOWELS. N 1 1 12 "o #5 CO 12 "o /c , x3xi." CONT. L w/ z "x4 WHS @ 2' -0" #4 @ 18" EPDXY INTO EXIST. SLAB 5' -0" MAX. #4 ® 12 "o /c E.W. 4 f l TYPICAL UTILODOR TRENCH SECTION 7 L6 x 4 EXTEND L 1" PAST T.S. T.S. 6 x 6 x SIDE OF OPNG. 20 T. 6 x 1' -0 R w /2 - " KWIK BOLT: (EMBED 2i " MIN.) OR -- "4 ALL – THREAD EMBED 4 MIN. "% INTO 1 HOLE FILLED w /HIT HY -150 ADHESIVE #5 V. DOWE CAD 2' -0 "oc w/ MULTI IMBED 5 ") INSPECTED INSTALLATION LAP 4'--O" w/ TYP. REINF. 12" x 1:0 x 1' -0" R w/4 -2" " ANCHORS SEE "NOTE" BELOW DETAIL U TYP. Q A ., VERIFY SAW CUT TOP THUS BREAK OUT FACE SHELL TO GROUT (�7 REINF. LOCATIONS S —sc, III— II —I11— 1 � 1 1III 11i II1 1111 1I CMU DEMISING WALL SECTION Scale: 3/4 " =1' -0" DET u R.O. PER MIN. DETAIL u 1 DETAIL u3 SEE DTL. u2 Of III— III —III- 1 111�111�11 SEE DETAILS R, S & T THIS SHEET EXIST. SLAB ON GRADE EXIST. MASONRY WALL 7' –4" DET. U • I I—I I I--- -1 1 1 E1 I 1E1 1E1 I 111=111=11i= to #4 lv L ® 12 "o /c DOWELS. WATERSTOP 8" C.M.U. (f'm= 1500psi @ 28 BAYS) w/ #5 ® 24 "oc V. . & 2 #4 H. BOND BM. C414' -0 "oc &©TOP OF WALL 1 " x 4" x 1'– 0" R 2 w/2-4"40 ANCHORS SEE "NOTE" BELOW SECT. U TYP. R.O. PER 4" DETAIL u2 DTL. u1 DETAIL f4 S " o ANCHORS (0 24 "o /c EE "NOTE" BELOW DETAIL U TYP. N 1 L6 SEE NOTE ON DET. U EXIST. WALL TO BE REMOVED ONLY AFTER L8 x 8 IS IN PLACE. ❑ 1 #5 IN EA. FLUTE WHERE CMU p v WALL OCCURS OVER TRENCH Z� DETAIL OF ADDED REINF. WHERE CMU WALL OCCURS ON TRENCH c —c 1 [ b_b VT8X22.5 ^ c � E q "x6" WIDE BENT R © 8 ' –0"o/c EXISTING UTILIDOR 18GA• GALV. W2 FORMLOK DECK NEW UTILIDOR EXTENSION FLUTES OF TYPICAL PLAN MANHOLE R DETAIL Scale: 3/4 " =1' –0" U 0 O 2 #4 IN BOND BM. TYPICAL 6x64 R d. m 3x3x DIAG. Li' BRACE @ 8' -0 "o /c EA. BENT R KARI O'rc.4 %% d ream % . SECTION b-b III -1 1 1 -1 1 1 111 1 1 WALL 0 w CO w 8" CMU HOOK HORIZ. REINF. IN B. BEAM (PLACE INSIDE E.F. REINF.) ADD 1 #5 V. SIDE OF EXP. JT. 3" WALL EXPANSION JOINT (E.J.) NOTE: DO NOT PLACE ANY EXPANSION JOINTS WITHIN 2' –O" NEXT TO OPENINGS IN WALLS, NOR IN OPENINGS, TYP. U.N.O. 2 "o PUDDLE WELD @ 12 "o /c #4 x 3' –O" 12 "o /c CENTER OVER WT8x22.5 WT8x22.5 BEAR ON 3x3L CAD EA. END # WT8x22.5 BEAR ON 3x3L © EA. END 7' –0" MAX SECTION c-c DETAIL AT TRENCH INTER. SECTIONS AND CORNERS DTL T 4x4x 1 x 2' -6 "L w/ 6x6x4" END R TIGHT AGAINST CMU WALL SPACE @ 8' -0 "o /c MAX. DETAIL Scale: 3/4 " =1 –0" 1 #5 V. 2 –i„0 PER ANG BOND BM. @ TOP OF WALL w/2 #4 TYPICAL NONLOAD BEARING INTERIOR CMU WALL DETAILS tr,N2 MOM- 55351r 63Pr 71, 0 HOOK HORIZ. REINF. IN B. BEAM END OF WALL "KWIK BOLTS" NOTE: SEE PLAN FOR DIRECTION OF DECK FRAMING. WHERE FLUTES ARE PERPENDICULAR TO WALL, BOTH KWIK BOLTS ARE TO BE IN SAME FLUTE i X / /._ _ / �! /. / /.�/ �+re 71r.Irl - ► r . r�:�cr�tir�ir..�nna .^+ I *ti'! AI /Igtsal[=sa%II»!i ;; % .rJ/ f` I f rf ;A riff/ oireA CORNER BARS TO MATCH HORIZ. REINF. TYPICAL CMU PLAN DETAILS C IIMIN In rora r.rft. 27.1 1 #5 @ CORNER HORIZ. REINF. IN B. BEAM WALL CORNER 6" 111=111=111=111=111=111=11 I I I I I l = 11 1 I l l DETAIL Scale: 3/4 " =1' -0" ' -0 " EDGE OF EQUIPMENT EXIST. SLAB #4 Ca➢ 24 "o /c, E.W. TYPICAL HOUSEKEEPING PAD I tV DETAIL Scale: 3/4 " =1' -0" WHERE MULTIPLE VERT. BARS ARE CALLED FOR, ADJACENT TO OPG., PLACE TWO BARS IN FIRST CELLS ADJ. TO OPG. ' / II i �i � • � .r.,1fi.. �.i 2 #4 H. IN BOND BMS. PLACE HORIZ. REINF. INSIDE OF VERT. REINF. 1 te v Q r (7 ANGLE w/ 6x6 R PROVIDE 1 #5 EACH SIDE OF BM. POCKET 1 z " GAP ALL AROUND BM. PROVIDE 2 #4 x 5'–O" IN BOND BM. BELOW BM. POCKET TYP. REINFORCEMENT PLACEMENT D P � CODE, COM V� IUL 0 [CV/ If T: \ " I I n REID MIDDLE? INC . T DATA CE TER EXPAN 'ION 3355 S 124th PL Tukwila, WA 98168 Design A. TUCKER Drawn D.G. Checked Date 4-23-2008 Internal Project No. 99136034 M.S. Project No. P.11161 CUSTOMER OPERATIONS: A. TUCKER Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer No. Date Description Design Team Approvals Revisions Registration 1 EMUS 8 -28-08 Key Plan AREA E AREA D AREA B / /// AREA C AREA A // Sheet Title Date FOUNDATION SECTIONS RECEIVED CITY OF TUKWII A MAY 13 2008 PERMIT CENTER .1 VARIES EXIST. 3rd FLOOR EXIST. ROOF EXIST. W18x35 L6x6x ® 6'- -O "o /c EXIST. BRACING TO BE REMOVED NEW BRACING EXIST DEMISING WALL /// II1 //// EXISTING DEMISING WALL L4x4x7. CONT. SCREW TO EXIST. STUDS w/2 -- #10 SELF DRILLING SCREWS. SCREEN WALL BEYOND (BY OTHERS) NEW GUIDE COLLAR AT ROOF METAL FLASHING BONNET ® MTL. PANEL WALL PENETRATION NEW S.S. EXHAUST STACK NEW EXHAUST STACK GUIDE COLLAR zr�rur " ;N■w MTL. PANEL WALL CONC. PANEL WALL EXIST. MTL. SIDING EXIST. GIRDER NEW EXHAUST STACK EXIST. MTL. SIDING ABOVE EXHAUST STACK GUIDE COLLAR — SEE DET.8& 10/S —M -02 NEW EXHAUST STACK EXIST. GIRDER NEW EXHAUST STACK L3x3x1 WELDED TO HSS -' L8x6x1x2' -6" STEEL ANGLE 24" W/ (4) —rco* EXPANSION ANCHORS 0 9" O.C. CONNECTION © 3RD FLOOR CONNECTION CONC. PNL 24" FROM WALL GUIDE COLLAR SECTION GUIDE PLATE, BOLT TO HSS PER MFR. HSS4x4x1 /4 EXIST, ROOF ASSEMBLY EXHAUST STACK GUIDE COLLAR — SEE DET. 8 & 10 /S —M -02 L4x4x 1 /4 STEEL SUPPORT ANGLE 2' -0" NEW EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDER CONNECTION ROOF STEEL B —LINE PIPE ROLLER 83114R -18 OR EQUAL. EXIST. MTL. PANEL WALL PRE—FIN. MTL. FLASHING, REFER TO DET. 11 /S —M -02 1"x:" CONT. STL. TAB WELDED TO ALL SIDES OF TUBE EXPOSED FASTENERS TO BE GASKETED ADDITIONAL MTL. STUD FRAMING IN EXIST. WALL 2' —10" MAX. MTL. FLASHING @ 3RD FLR. GUIDE COLLA TOP OF LOUVER CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Approvals Revisions No. Date Description Registration Key Plan Sheet Title EXHAUST STACK ANCHORAGE RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER T DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design A. TUCKER Drawn D.G. Checked A. TUCKER Date 4-23-2008 Internal Project No. 99136034 Design Team EXIST. MECHANICAL OPENING EXIST. 6; S NC. NEW W tAB FLOOR 16 3 -24" (N) C6x8.2 EDGES & 3' - 0" OC MAX r: EXIST BEAM PER PLAN TYPICAL SLAB INFILL 3RD FLOOR El l:: DETAIL Scale: 3/4 " =1' —O" NEW HVAC SUPPORT CURB EXIST. ROOF ANCHORAGE OF NEW HVAC DETAIL EXIST. 20 GA EDGE FORM EXIST. W2 FLOOR DECK z VERIFY 6x1 IX20 STUD INFILL BTWN ROOF DECK AND CURB TYP. TYPICAL ABOVE ROOF MECHANICAL UNIT SUPPORT CURB DETAIL Scale: 3/4 " =1' -0" DETAIL Scale: 3/4 "= 1'--0" Scale: 3/4" =1' -0" HSS 5X5x$ CONT. 5x5 T.S. POST HSS 5X5x$ EXIST 8c8X OR 1 6x 16x 2 HSS COL. r gib o ;g Adef DETAIL Scale: 3/4 " =1' -0" L EXIST 8x8 HSS HSS 5X5xi CONT. HSS 5X5x$ EXIST BEAM rr7.4 I I EXISTING ROOF BEAM DETAIL L'i DETAIL Scale: 3/4 " =1' -0" Scale: 3/4 " =1' — O" <<.', \ J II IN \ },-g j REID MIDDLETON, INC. T DATA CE TER EXPAN ION 3355 S 120th PL Tukwila, WA 98168 Design Team Design A. TUCKER Drawn D.G. Checked A. TUCKER Date 4 -23 -2008 Internal Project No 99136034 M.S. Project No. P.11161 CUSTOMER OPERATIONS: Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT: Project Planner Project Manager Senior Project Manager Development Manager Project Manager Duality Control Reviewer No. Dote Description Approvals Date Revisions Registration L EIPI 8 -28-09 Key Plan AREA E AREA D AREA B AREA C / AREA A /// Sheet Title ROOF & FLOOR SECTIONS RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER -2. VALVES GATE VALVE DIAPHRAGM VALVE GLOBE VALVE BALL VALVE BUTTERFLY VALVE NEEDLE VALVE SLAM SHUT VALVE NON— RETURN VALVE /CHECK VALVE POST INDICATING VALVE PNEUMATIC 2 PORT VALVE ANGLE PATTERN VALVE 3 PORT VALVE 4 PORT VALVE DEAD WEIGHT FIRE VALVE SAFETY VALVE ANGLED SAFETY VALVE FIXED ORIFICE DOUBLE REGULATING PRESSURE REDUCING VALVE SOLENOID VALVE MOTORISED 2 PORT VALVE MOTORISED 3 PORT VALVE THERMOSTATIC RADIATOR VALVE DOUBLE REGULATING VALVE COMMISSIONING VALVE SET AIR VALVE & VENT DRAIN VALVE PLUG VALVE BALL FLOAT VALVE VALVE GENERAL NOTES 1. ALL NEW CONSTRUCTION SHALL CONFORM TO CURRENT CITY, STATE AND NATIONAL CODES, STANDARDS AND REQUIREMENTS. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD BEFORE COMMENCEMENT OF THE WORK AND SHALL REPORT ANY DISCREPANCIES AND /OR INCONSISTENCIES BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE COMMENCEMENT OF THE WORK. 3. THE CONTRACTOR, PRIOR TO BIDDING, SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE EXISTING INSTALLATION AND SYSTEMS RELATED TO HIS WORK, AND SHALL INCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR THE INSTALLATION TO BE COMPLETE AND OPERATIVE. 4. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL AND OTHER DRAWINGS RELATED TO THIS PROJECT FOR ADDITIONAL WORK TO BE PROVIDED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL TRADE PERMITS . AND INSPECTIONS. 6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE WORK AS SET FORTH IN THESE PLANS UNLESS OTHERWISE NOTED. THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR THE INTENT OF THE CONTRACT DOCUMENTS, AND NO CHANGE ORDER WILL BE ISSUED FOR ANY ADDITIONAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE EXECUTION OF THE CONTRACT. 7. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILITIES, THE PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS AND NEW ROUTINGS. DUCT SIZES AND ROUTING SHALL BE MODIFIED AS NECESSARY BASED ON ACTUAL EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 8. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL REFLECTED CEIUNG PLAN FOR EXACT LOCATIONS OF DIFFUSERS, GRILLES AND FIRE SPRINKLER HEADS BEFORE COMMENCEMENT OF THE WORK. 9. IN THE AREA OF NEW CONSTRUCTION THERE ARE A NUMBER OF EXISTING SERVICES. PROTECT ALL ACTIVE UNES AND MAINTAIN SAME IN GOOD OPERATING CONDITION. TEMPORARY SHUTDOWN OF EXISTING SYSTEMS SHALL BE COORDINATED Wm-1 OWNER REPRESENTATIVE. 10.PROTECT EXISTING BUILDING STRUCTURES AND ADJACENT FINISHED SURFACES DURING CONSTRUCTION, PATCH, REPAIR AND REFINISH EXISTING WORK DAMAGED BY WORK UNDER THIS DIVISION TO MATCH ADJACENT UNDISTURBED AREAS. PATCHING, REPAIRING AND REFINISHED IS TO BE PERFORMED BY WORKMEN SKILLED IN THE TRADES INVOLVED. 11. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO APPROVAL BY OWNER. ANY PORTION OF THE WORK DEFECTIVE SHALL BE REPLACED BY THE CONTRACTOR AS PART OF THIS CONTRACT AT NO ADDff1ONAL COST TO THE OWNER. 12. ANY NEW OR EXISTING DUCT OR PIPING OFFSETS REQUIRED AS RESULT OF JOB CONDITIONS OR LACK OF COORDINATION WITH OTHER TRADES, SHALL BE PROVIDED AT NO ADDTIONAL COST TO OWNER AND SUBJECT TO ENGINEER'S REVIEW. 13. CONTRACTOR SHALL PROVIDE DUCTWORK AND TRANSITION EQUAL TO DUCT FREE AREA OF DUCTWORK AS SHOWN ON DRAWING, TO PREVENT A CONFLICT WITH EXISTING CONDITIONS. 14.BRANCH DUCT RUN —OUT SIZE TO DIFFUSERS /GRILLES SHALL TRANSn1ON TO THE DIFFUSERS /GRILLES NECK SIZE UNLESS NOTED OTHERWISE. 15.DUCT INSULATION WITHIN THE BUILDING SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION. 16.THIS IS A STANDARD LEGEND SHEET. ALL OF THE INFORMATION ON THIS SHEET MAY NOT BE USED ON THE PROJECT. PIPE FITTINGS ) DUPLEX STRAINER 1S J r �� 1- ® STEAM TRAP ZVFM 0 0 /,--\ OPEN VENT TUNDISH PIPE INSULATION AIR DRAIN TRAP METER — CONTENTS GAUGE Iiw 1 EXPANSION BELLOW FLEXIBLE CONNECTION "Y BODY STRAINER '"IP BODY STRAINER WITH DRAIN VALVE SEPARATOR AIR SEPARATOR AIR FILTER LUBRICATOR VENTURI FLOWMETER FUEL OIL HEATER WATER HEATER SIGHT GLASS CONCENTRIC REDUCER ECENTRIC REDUCER BINDER TEST POINT ORIFICE PLATE UNION FLANGE CAPPED END BLANK END PIPE BREAK INDICATION TRI —CLAMP CONNECTION PIPE DROP PIPE TURNED UP TEE DROP EXPANSION LOOP ANCHOR POINT GROUND FIRE HYDRANT FIRE HOSE REEL • M■ • RADIATOR � .. -.. PIPEWORK ABBREVIATIONS ACID = ACID WASTE BA = BREATHING AIR BBD = BOILER BLOW DOWN BFW = BOILER FEED WATER CA = COMPRESSED AIR CD = CONDENSATE DRAIN CF = COLD FEED CHWF = CHILLED WATER FLOW CHWR = CHILLED WATER RETURN COND = CONDENSATE CWS = COLD WATER SERVICE D = DRAIN DHWF = DOMESTIC HOT WATER FLOW DHWR = DOMESTIC HOT WATER RETURN DI = DE— IONISED WATER FHM = FIRE HOSE MAIN FW = FIRE WATER H2 = HYDROGEN HPHWF = HIGH PRESSURE HOT WATER FLOW HPHWR = HIGH PRESSURE HOT WATER RETURN HPS = HIGH PRESSURE STEAM HPWR = HOT PROCESS WATER RETURN HPWS = HOT PROCESS WATER SUPPLY HWS = HOT WATER SERVICE HWR = HOT WATER RETURN LPHWF = LOW PRESSURE HOT WATER FLOW LPHWR = LOW PRESSURE HOT WATER RETURN LPS = LOW PRESSURE STEAM MPHWF = MEDIUM PRESSURE HOT WATER FLOW MPHWR = MEDIUM PRESSURE HOT WATER RETURN MWS = MAINS WATER SERVICE N2 = NITROGEN NG = NATURAL GAS 02 = OXYGEN OF = OVERFLOW OIL = FUEL OIL PA = PROCESS AIR PW = PURIFIED WATER SPK = SPRINKLER MAIN V = VENT VAC = VACUUM WP = WARNING PIPE PIPES ABOVE CEILING LEVEL PIPES BELOW FLOOR LEVEL PIPES AT HIGH LEVEL PIPES AT LOW LEVEL PIPES AT MID LEVEL LINETYPE NOMENCLATURE XXX 0 XX —XX —XX 1 SERVICE SIZE MATERIAL TYPE INSULATION TYPE KDR) INSTRUMENT NOMENCLATURE A C D F H K L P Q S T V MEASURED VABIA @LE CONDUCTIVITY FLOW RATE HUMIDITY TIME LEVEL PRESSURE QUANTITY SPEED TEMPERATURE MODIFIER DIFFERENTIAL SAFETY IDENTIFICATION LETTERS READ OUT A ALARM C — D DETECTOR E PRIMARY ELEMENT F SENSOR H -- I INDICATE K — L P Q RECORD S -- T -- V OUTPUT FUNCTION MODIFIER CONTROL DAMPER SWITCH TRANSMIT VALVE HIGH LOW EQUIPMENT ABBREVIATIONS AIR COMPRESSOR AIR COOLED WATER CHILLER AIR HANDLING UNIT AIR RECEIVER ATTENUATOR BOILER COOUNG TOWER CONSTANT VOLUME REHEAT DRYER (COMPRESSED AIR) DOSING UNIT EXTRACT FAN HEAT EXCHANGER HOT WATER CALORIFIER LOUVRE PUMP PROCESS AIR HANDLING UNIT PROCESS EXTRACT FAN ROOF COWL REHEAT COIL SUPPLY FAN TANK UNIT HEATER VACUUM PUMP VARIABLE VALVE REHEAT WATER TREATMENT UNIT H.V.A.C. CONTROLS n U TEMPERATURE ELEMENT TEMPERATURE INDICATOR TEMPERATURE SWITCH (THERMOSTAT) TEMPERATURE SWITCH (FROST THERMOSTAT) HUMIDITY ELEMENT HUMIDITY INDICATOR LEVEL ELEMENT LEVEL ALARM LOW LEVEL ALARM HIGH FLOW RATE ELEMENT FLOW SWITCH PRESSURE ELEMENT DIFFERENTIAL PRESSURE ELEMENT DIFFERENTIAL PRESSURE INDICATOR DIFFERENTIAL PRESSURE INDICATOR /ELEMENT DIFFERENTIAL PRESSURE SWITCH SPEED CONTROLLER SMOKE DETECTOR (BY ELEC. CONTRACTOR) PRESSURE REDUCING VALVE SOLENOID FIRE VALVE MODULATING CONTROL VALVE MOTORISED DAMPER CONTROLS LINEWORK (zz� I` 11 M.C.C. VSD 1 DI /DO SERVCE MONO MAGER x x x INSTRUMENT OR ITEM LOCALLY MOUNTED VENDOR SUPPLIED INSTRUMENT INSTRUMENT OR ITEM MOUNTED ON MOTOR CONTROL CENTRE INSTRUMENT OR ITEM MOUNTED IN M.C.C. PANEL INSTRUMENT OR ITEM MOUNTED IN LOCAL CONTROL PANEL SCADA INSTRUMENT MOTOR CONTROL CENTRE (HVAC CONTROL PANEL) VARIABLE SPEED DRIVE 3 PHASE MOTOR SINGLE PHASE MOTOR DIGITAL INPUT /OUTPUT 1 AI /AO > ANALOG INPUT /OUTPUT CONTINUATION FLAG ELECTRICAL WIRING (BY ELECTRICAL CONTRACTOR) SOFTWARE SIGNAL CONTROLS WIRING ELECTRICAL ISOLATOR EMERGENCY STOP C C 3 �CD FD 1111111111 L H.V.A.C. EQUIPMENT - SCHEMATICS HEATING COIL COOUNG COIL BAG FILTER STEAM HUMIDIFIER CENTRIFUGAL FAN AXIAL FAN COMPRESSOR PUMP PHOTOHEUC GAUGE MAGNAHEUC GAUGE VOLUME CONTROL DAMPER FIRE DAMPER SMOKE DAMPER MOTORISED DAMPER SOUND ATTENUATOR RADIATOR ROOF COWL EXTERNAL LOUVRE EXPANSION VESSEL CONSTANT VOLUME REHEAT BOX 1 CEIUNG CASSETTE UNIT ROOM BLOCK ELECTRIC HEATING COIL PANEL FILTER HEPA FILTER SPRAY HUMIDIFIER ..AC /hr ...Pa 'C DB 'C DB % RH L 3 BDD 700x200 DROP v H.V.A.C. LAYOUTS ELBOW WITH TURNING VANES TEE PIECE WITH TURNING VANES DUCT TURNS UP DUCT TURNS DOWN FLEXIBLE DUCT CONNECTION FIRE DAMPER SMOKE DAMPER (MOTOR OR PNEUMATIC) VOLUME CONTROL DAMPER (OPPOSED BLADE) BACK DRAFT DAMPER/ NON— RETURN DAMPER (NRD) IN —UNE HEATER BATTERY TRANSITION TRANSITION (SQUARE TO ROUND) DIRECTION OF FLOW DUCT SIZE — FIRST FIGURE IS SIDE SHOWN CHANGE OF ELEVATION RISE (R) or DROP (D) SPRINKLER HEAD PUBLIC ADDRESS SPEAKER CEIUNG CASSETTE UNIT SUPPLY AIR DIFFUSER SUPPLY AIR GRILLE RETURN AIR GRILLE EXTRACT AIR GRILLE 0 TOILET EXTRACT VALVE TRANSFER GRILLE POINT OF CONNECTION STANDARD SHOE CONNECTION (SQUARE DUCT) SHOE CONNECTION (SQUARE TO ROUND) STANDARD SHOE CONNECTION (CIRCULAR DUCT) CALLISON CALLISON www.callison.com IDC CHI TS Microsoft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Design Team 371047 Approvals OPERATIONS Date Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E PROJECT MANAGEMENT Project Planner Date Revisions No. Date Description 0 05/07/08 ISSUE FOR PERMIT Registration `EXPIRES: i Zit 7 4 1 Key Plan • Bar Code Sheet Title /Number MECHANICAL LEGEND S H EBERLA MAY 13 2008 PERMIT CENTER m0 \ 1 6 0 4 8 12 1 /8 " =1' -0" 0 1 1 11 .�� ,� I I ..... owIIl 'i l IF. � � . s^w � 'u II' BDD BDD BDD ITK5 /EF- GEN -1I TK5 /EF- GEN -2I i !JAW' M ill WA ii u ■II I own ra imms EMI IIN� Ismim IN I IIIIIIIIIIIIIIII IIIIIII111I111I1 11111111111 111 11 11 I TK5 /ATT -GEN -4 0 0 0 TK5 rTK5 /ATT- -GEN -2 I TK5 /ATT- -GEN -3 20 B GENERATOR ROOM D A -I-01 1 14x14 14x14 CD I X u� ▪ a 0 m N x O KEYED NOTES Ti to T i 36•30 BOD 1- 4=4r 24x24 96x36 RA NLET WITH 1/2" SQ SCREEN MESH 24x24 ►1 36x30 BOD 14' -9" T1 18"95 SS EXHAUST DUCT UP SEE DWG M -D -31 FOR CONT. 2 SUPPLY AND RETURN AIR DUCT CONNECT TO DUCT CHASE SEE DETAIL 3 /M -L -02 UPS /BATTERY ROOM El 0 24x18 24x18 El GENERAL NOTES 14x14 CD -1 815 CFM (TYP 16) 24X24 CD -2 2400 CFM (TYP 10) DIFFUSER ELEVATION 10' -0" A.F.F. (TYP) u r A FOR GENERAL NOTES AND LEGEND SEE DWG M -A -01. B THE BOD OR BOP DESIGNATION IDENTIFIES THE BOTTOM OF DUCT OR PIPE ONLY. INSULATION AND OR MOUNTING HARDWARE IS NOT INCLUDED.) C NOT ALL DESIGNATIONS AND INSTRUMENTS ARE SHOWN ON MECHANICAL PLANS, FOR COMPLETE INSTRUMENTATION AND DESIGNATIONS SEE P & ID. D FIELD VERIFY PIPING /DUCTWORK ROUTING AND ELEVATIONS, PENETRATION LOCATIONS AND ELEVATIONS, EQUIPMENT CONNECTION SIZES AND LOCATIONS PRIOR TO FABRICATION AND INSTALLATION. E SEE SPECIFICATION 15811 FOR DUCT CONSTRUCTION AND MATERIAL. F SEE SPECIFICATION 15290 FOR DUCT INSULATION. Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Security Manager FF &E CALLISON Project Manager Project Manager CALLISON www.callison.com 1®C MIcIOSO# TK5 D ATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 9816 371047 Microsoft Mechanical Engineer Date' Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Project Planner Dat Senior Project Manager Development Manager Quality Control Reviewer Quality Control FF &E Na. Date EXPIRES: f Design Team Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description 0 05/07/08 ISSUE FOR PERMIT Re istration 7 Key Plan Bar Code Sheet Title /Number c Dat RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER MECHANICAL P ARTIAL PLA FIRST FLOOR (,z 0 ro 0 12 4 "0 RELIEF VENT 18" SS EXH STACK(TYP 3) 1/8"=V-o" 2 "0 FO VENT 20 3 A 120x36 SA BOD 18' -0" 28' -7" [rP p` J(] 1E in UM 18x12 TG -1 10 A.F.F. (TYP 2) TK5 /FSD — TOIL --O 18x18 CD -1 (TYP 2) B 38x130 RA DUCT UP THRU ROOF (TYP 8) 03 27' -5" 0 0 0 ITK5 /FSD— TOIL -02 12x12 EG -1 150 CFM (TYP 2) 0 B -I-0 QROP 120x36 SA OD 18' -0" 120x36 SA BOD 18' -0" — I 120x36 SA BOD 18' -0" 27' -5" D FULL SIZE EXH OPENING THRU ROOF (TYP 6) O 36x120 SA DUCT UP THRU ROOF (TYP 8) C - 7 27' -10" 27' -9" 36x84 SA DUCT UP THRU ROOF (TYP 2) 27' --10" v TH KEYED NOTES 84x36 SA BOD 20' -0" 84x36 SA BOD 20' -0" 26' -2" 1 120x36 SA DUCT CONNECT TO SUPPLY AIR CHASE SEE DETAIL X/M—L-01 2 96x36 SA /RA DUCT CONNECT TO SUPPLY AIR CHASE SEE DETAIL X /M —L -01 3 TERMINATE RA DUCT 1' —O" BELOW ROOF WITH 1/2' SQ SCREEN MESH. 4 18 GA 110x110 DRAIN PAN WITH 2" UP SECURE TO STRUCTURAL ABOVE SEE DETAIL 5/M —L -01. 120x36 SA BOD 18' -0" 120x36 SA BOD 18' -0" u) N X 0)o 18x18 RG -2 800 CFM El atm 120x36 SA BOD 18' -0" 8"0 SA (TYP 6) w 18x14 SA BOD 14' -0" 26' -3" 12x14 SA ` B0D 14' -0" GENERAL NOTES 58x84 RA DUCT UP THRU ROOF (TYP 2) FULL SIZE SA /RA DUCT UP THRU ROOF 8"0 CD -3 150 CFM (TYP 6) 26' -2" A FOR GENERAL NOTES AND LEGEND SEE DWG M —A -01. B THE BOD OR BOP DESIGNATION IDENTIFIES THE BOTTOM OF DUCT OR PIPE ONLY. INSULATION AND OR MOUNTING HARDWARE IS NOT INCLUDED.) C NOT ALL DESIGNATIONS AND INSTRUMENTS ARE SHOWN ON MECHANICAL PLANS, FOR COMPLETE INSTRUMENTATION AND DESIGNATIONS SEE P & ID. D FIELD VERIFY PIPING /DUCTWORK ROUTING AND ELEVATIONS, PENETRATION LOCATIONS AND ELEVATIONS, EQUIPMENT CONNECTION SIZES AND LOCATIONS PRIOR TO FABRICATION AND INSTALLATION. E SEE SPECIFICATION 15811 FOR DUCT CONSTRUCTION AND MATERIAL. F SEE SPECIFICATION 15290 FOR DUCT INSULATION. 1 K ME / Microsoft TK5 D ATA CENTE EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked pate XXX Project No. M.S. Project No. CUSTOMER Microsoft Cable Engineeer Engineering Manager Security Manager FF &E CALLISON Project Manager Senior Project Manager Development Manager Project Manager CALLISON www.callison.com 371047 Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 Microsoft Mechanical Engineer Date Microsoft Electrical Engineer Design Team Approvals OPERATIONS PROJECT MANAGEMENT Project Planner Date Revisions Description ISSUE FOR PERMIT Registration I EC Key Plan RECEIVED CITY OF TUK'MLA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number -31 • Date MECHANICAL P ARTIAL PLAN THIRD FLOOR C15 a I Q 4 F) �4 18" SS EX STACK(TYP 3) 1 / 8'_1' - 0" 0 4 "0 RELIEF VENT --\,\ O ® 2 "0 FO VENT — ' W" 4 ' rAll 41 Slitt IP* obit 'i0■ ■ 1u S Ste_ 6=4=IRM=CAMMIME6 EVAP COOLER `J' J EcuoI>gx 9 , _ 1 TK5 /RTU -1 -5 1 r►r SA mar *►r P rr Lid \ \ r:. .... Att CI CHD M AIR FLDW `AIR rr P74 r►r AIRFLOW ND/13 9NI1O07 h. 01 O TK5 /RTU -1 -6 -1- t c3 10'-10" 1 TK5/RTU-1--1 28' -7" 0 O aI 0 L ro B YE MI 1TK5/EF-TOIL-1 27' -5" 56' - 6" 1 TK5 /RTU -1 -2 Ink r►I �Ir x 1 TK5 /RTU -1 -4 1 � ►r W P. l 27' -5" D MECHANICAL CLEARANCE BOUNDARY. 8 FEET MINIMUM (DEFINED BY PLINE) ■NIMMM MY dm 15' -2" 27' -10" 27' -9" 56' - 6" 1 TK5 /EF -1 -3 1 TK5 /EF -1 -4 TK5 /EF -1 -5 1 TK5 /EF -1 -6 O N co 27' -10" 12' 0 MECHANICAL CLEARANCE BOUNDARY. 8 FEET MINIMUM (DEFINED BY PLINE) KEYED NOTES 1 TK5 /RTU -P1 -1 1 1 TK5 /RTU -P1 -2 1 26' -2" 32' - 8" 2 4 "93 RELIEF VENT DISCHARGE 24" ABOVE FINISH ROOF, WITH WEIGHT RAIN CAP 3 2"0 FUEL OIL VENT DISCHARGE 24" ABOVE FINISH ROOF, WITH GOOSE NECK. 4 18"0 SS GENERATOR EXHAUST DISCHARGE WITH WEIGHT RAIN CAP 1 OUTSIDE INTAKE SET 0 100 CFM WITH BIRD SCREEN AND BDD. 26' -3" 1 TK5/RTU -AI M-1 1 TK5 /RTU -1 -8 Ali GENERAL NOTES 0 0 01 0 N 26' -2" A FOR GENERAL NOTES AND LEGEND SEE DWG M -A -01. B THE BOD OR BOP DESIGNATION IDENTIFIES THE BOTTOM OF DUCT OR PIPE ONLY. INSULATION AND OR MOUNTING HARDWARE IS NOT INCLUDED.) C NOT ALL DESIGNATIONS AND INSTRUMENTS ARE SHOWN ON MECHANICAL PLANS, FOR COMPLETE INSTRUMENTATION AND DESIGNATIONS SEE P & ID. D FIELD VERIFY PIPING /DUCTWORK ROUTING AND ELEVATIONS, PENETRATION LOCATIONS AND ELEVATIONS, EQUIPMENT CONNECTION SIZES AND LOCATIONS PRIOR TO FABRICATION AND INSTALLATION. E SEE SPECIFICATION 15811 FOR DUCT CONSTRUCTION AND MATERIAL F SEE SPECIFICATION 18290 FOR DUCT INSULATION. Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Engineering Manager Security Manager FF &E Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date CALLISON 0 05/07/05 CALLISON www.callison.com I D C AR ":''' 1-4 3 TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Microsoft Cable Engineeer Microsoft Electrical Engineer Design Team 371047 Approvals OPERATIONS Microsoft Mechanical Engineer Date PROJECT MANAGEMENT Project Planner Dote Revisions Description ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUK'WILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title Number MECHANICAL PARTIAL PLAN ROOF LEVEL Date Design Drawn Checked Date CALLISON XXX Project No. M.S. Project No. Engineering Manager Security Manager Project Manager Development Manager Project Manager Quality Control FF &E No. Date 0 05/07/08 CALLISON www.callison.com !DC CHIT C TK5 D ATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Microsoft Cable Engineeer Microsoft Electrical Engineer Senior Project Manager Quality Control Reviewer Design Team 371047 Approvals CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date PROJECT MANAGEMENT Project Planner Date Revisions Description ISSUE FOR PERMIT Registration RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Key Plan Bar Code Sheet Title /Number MECHANICAL PIPING P ARTIAL PLAN FIRST FLOOR 2" FOR (3)1 -1 /2" FOS 2" FOR 1 -1/2" FOS 1- 1/2 "FO 1" FOR (TYP) • )2 " FOR ;3)1 -1 /2" FOS TK5 /DT —GEN -1 I (2)1--- 1/2"FO (2)1- 1/2 "FO 11111111 I 111111111 1 %///// / / / / / / / / / / / / / /// 14x14 KEYED NOTES , GENERATOR ROOM INSTALL FLEXWORKS DOUBLE WALL FLEXIBLE PIPING UL971 LISTED COMFIRM PIPE MATCHES EXISTING. TYPICAL FOR ALL UNDERGROUND FEUL OIL PIPING. INSTALL STD SCH.40 STEEL PIPE ABOVE GROUND TYPICAL FOR ALL ABOVE GROUND FUEL OIL PIPING. (2)1- 1 /2"FOS AND (2)1- 1 /2"FOR CONNECT TO EXISTING, CONTRACTOR TO VERIFY WITH BUILDING OWNER TO EXACT POINT OF CONNECTION. GENERAL NOTES A FOR GENERAL NOTES AND LEGEND SEE DWG M —A -01. B THE BOD OR BOP DESIGNATION IDENTIFIES THE BOTTOM OF DUCT OR PIPE ONLY. INSULATION AND OR MOUNTING HARDWARE IS NOT INCLUDED.) NOT ALL DESIGNATIONS AND INSTRUMENTS ARE SHOWN ON MECHANICAL PLANS, FOR COMPLETE INSTRUMENTATION AND DESIGNATIONS SEE P & ID. FIELD VERIFY PIPING /DUCTWORK ROUTING AND ELEVATIONS, PENETRATION LOCATIONS AND ELEVATIONS, EQUIPMENT CONNECTION SIZES AND LOCATIONS PRIOR TO FABRICATION AND INSTALLATION. BMS WEB PRIMARY TRACER SUMMIT (EXISTING) SERVER SERVER IIS SQL (EXISTING) (EXISTING) BMS A L L Q CALLISON CALLISON www.callison.com r ' !; or TK5 CENTE DATA EXPANSION 3355 S 120th Tukwila, WA 9816 Design Team w V "fir PL OIT 1 (EXISTING) l=i ii ® ®® L TELECOM CORPORATE TELECOM BMS ETHERNET SUBNET _ TRACER SUMMIT BCU CENTRAL MP581 CONTROLLER COLO 1 —SPACE COLO EXH /SPACE 2 ETHERNET >oaooa APOGEE AFCCEE Design O Drawn BAC N ET COM5 Checked Date XXX Project No. 371047 M.S. Project No. Approvals UNIT CONTROLLER O UPS — RTU —P1 -1 �UNIT CONTROLLER `.:J COLO RTU -1 -1 CENTRAL COLO MP581 CONTROLLER EXH /SPACE 2 BACNET O 0 0: 000 000 [ CUSTOMER Date OPERATIONS COM5 �oaaooc �acEE BACNET o 0 00000000 0000 0000 [ [ O Microsoft Microsoft Mechanical Engineer Dal Microsoft Cable Engineeer Electrical Engineer UNIT (j) UPS CONTROLLER — RTU —P1 -2 Engineering Manager Security Manager BACNET o o ° 000 000 UNIT COLO CONTROLLER RTU- -1 -2 FF&E PROJECT MANAGEMENT CENTRAL MP581 CONTROLLER FUEL OIL BACNET o 00000000 0000 0000 [ Project Planner Dat� Project Manager )Ot%100( MOeEE Senior Project Manager COM5 I Development Manager O UNIT CONTROLLER EJ COLO—RTU—AIM-1 Project Manager Quality Control Reviewer BACNET O 0 0 o 0 oo 0 a o UNIT Q COLO CONTROLLER RTU -1 -3 Quality Control F'F &E Revisions No. Date Description BACNET 0 a 0 00 0 Oa0 o O o UNIT Q COLO CONTROLLER RTU -1 -4 BACNET 00000000 0000 0000 [ 0 05/07/08 ISSUE FOR PERMIT Registration . \ GI< G. il Of wAS, f °4 �S "- ,; s- UNIT Q COLD CONTROLLER RTU -1 -5 BACNET 00000000 0000 0000 19724 A 7 0 : V-S "' „ S JoNAL 1=1112747 - Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number MECHANICAL BMS BLOCK DIAGRAM .• -F,,,,,01 UNIT Q COLO CONTROLLER RTU -1 -6 . BACNET _ _ 00000000 0000 0000 E GENERAL \.TES KEYED \0TES A — 1 UNIT CONTROLLER PROVIDED WITH PACKAGED RTU UNIT. —F —O v NTS NTS 480V MCP L1 L2 L3 CR1 11 CR1 REMOTE STARTER OTOR ELEMENTARY FVNR, NO TI GENERAL NOTES I 120VAC — FU 1 6 7 00 0 0 A — 1 FU A 1 CR1 1A Q 4 1\__7 5 MTD ON DOOR L v E DELAY <EYED NOTES O.L. O.L. O.L. OL MT ON DOO RUNNING READY GENERAL NOTES THIS DRAWING IS ISSUED FOR TYPICAL ELEMENTARY INFORMATION FOR MANUFATURE OF STARTER. B MOTOR CIRCUIT PROCTION (MCP) AND STARTER CONTACTOR SIZE ARE SHOWN ON ONE—LINE DIAGRAM STARTER 12 11 10 9 8 7 5 4 3 2 1A 1 X2 FIELD AND I/O SECTION WIRING RUN STATUS HOA STATUS (IF USED) START /STOP D/P PRESSURE TRA NTS NTS S v TO HIGH PRESSURE CONNECTION r J TO LOW PRESSURE CONNECTION METER BOD TEST /VENT PORT ITTER, OFF LINE 3/8" STAINLESS STEEL TUBING, TYPICAL A �4 MOUNT TEST /VENT PORT 3 —VALVE MANIFOLD NOTES: 1 MOUNT TRANSMITTER ACCESSIBLE FOR MAINTENANCE. 2 SLOPE LINES DOWN IN DIRECTION OF ARROWS, 1" PER FOOT MINIMUM. C ALLISON CALLISON www.callison.com "'°/ ... O TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Design Drawn Checked Date XXX Project No. 371047 M.S. Project No. Approvals CUSTOMER Dat OPERATIONS Microsoft Mechanical Engineer Dat Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT Project Planner Dat Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E Revisions No. Date Description 0 05/07/08 ISSUE FOR PERMIT INSTRUMENT Registration Qzgo (G.41 �.s. 19724 F-' Pc) R FOI5 5 S SIONAL Key Plan RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER or Code Sheet Title /Number MECHANICAL DETAILS ry —F —O v NTS NTS 480V MCP L1 L2 L3 CR1 11 CR1 REMOTE STARTER OTOR ELEMENTARY FVNR, NO TI GENERAL NOTES I 120VAC — FU 1 6 7 00 0 0 A — 1 FU A 1 CR1 1A Q 4 1\__7 5 MTD ON DOOR L v E DELAY <EYED NOTES O.L. O.L. O.L. OL MT ON DOO RUNNING READY GENERAL NOTES THIS DRAWING IS ISSUED FOR TYPICAL ELEMENTARY INFORMATION FOR MANUFATURE OF STARTER. B MOTOR CIRCUIT PROCTION (MCP) AND STARTER CONTACTOR SIZE ARE SHOWN ON ONE—LINE DIAGRAM STARTER 12 11 10 9 8 7 5 4 3 2 1A 1 X2 FIELD AND I/O SECTION WIRING RUN STATUS HOA STATUS (IF USED) START /STOP D/P PRESSURE TRA NTS NTS S v TO HIGH PRESSURE CONNECTION r J TO LOW PRESSURE CONNECTION METER BOD TEST /VENT PORT ITTER, OFF LINE 3/8" STAINLESS STEEL TUBING, TYPICAL A �4 MOUNT TEST /VENT PORT 3 —VALVE MANIFOLD NOTES: 1 MOUNT TRANSMITTER ACCESSIBLE FOR MAINTENANCE. 2 SLOPE LINES DOWN IN DIRECTION OF ARROWS, 1" PER FOOT MINIMUM. O TOP OF STACK ( +75' --0" ROOF ( +64' --2" ) BOTTOM OF DUCT ( +58' -0" ) T— BAR CEILING ( +55' -6 ") PROVIDE 20 "0 SST. DUCT SLEEVE, 16 GAUGE (GALV) THRU EXHAUST LOUVER AND WALL SOUND ATTENUATOR 1ST FLOOR ( +0" --0" ) I lLmA III[imII►IIIIII1 1 1►1 I[! I111111=11.1111 INE EXHAUST SILENCER 0" SST. EXHAUST RGENCY GENERATOR 1.11 30x36 SA CONNECT HYSPAN SERIES #2500 SST. FLEXIBLE CONNECTOR TO GENERATOR RADIATOR HOUSING. ATTACH FLEX TO DUCT PLENUM. (TYP) ONNECT GALVANIZED SHEETMETAL EXHAUST DUCT FROM FLEX CONNECTOR AND BACKDRAFT DAMPER TO ATTENUATOR. 36x120 SA SA DUCT SECTION GRIDLINE 14.8 LOOKING NORTH KEYED NOTES 96x36 RA INLET WITH 1/2" SQ SCREEN MESH 24X24 CD -1 2400 CFM (TYP 5) VERIGY TOP OF STACK, MATCH EXISTING TOP OF STACK ELEVATIONS FROM SITE GENERATORS. LEmmy iggrz Design Checked CALLISON XXX Project No. M.S. Project No. CALLISON www.callison.com 371047 Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 TK5 DATA CENTER EXPANSION Design Team Approvals CUSTOMER Dat OPERATIONS PROJECT MANAGEMENT Project Planner Date Revisions Description ISSUE FOR PERMIT Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number MECHANICAL SECTION 1 0 i1r I = - T - T f F -. BOTTOM OF DUCT ( +58' -0 ") --.---SA DUCT SHAFT �~ � — x S -" —. _ �"� 7 120x36 SA _ 120x36 SA 120x36 SA 18x12 TC-1 "e 18x18 CD -1 . y n n u — 1 LS - - V n . 1> .] . 1 ,_' 4 - - - „ - u • . .. p • 0 4 8 12 20 1 /8 "=1' -0" BOTTOM OF DUCT ( +59' -10") T —BAR CEILING ( +55' -6" COLO RAISED FLOOR ( +42' -6" 3RD FLOOR ( +40' -0 " 1ST FLOOR ( +0" —0" ) 16 l SECTION @ GRIDLINE C LOOKING WEST L 15 14 13 KEYED NOTES A NOTE A TK5 DATA CENTER EXPANSION 3355 5 120th PL Tukwila, WA 98168 Design Drown Checked Date CALLISON ;MC Project No. M.S. Project No. Approvals CUSTOMER Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electricol Engineer Engineering Manager Security Manager FF &E CALLISON www.callison.com 371047 Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date IDC ARCHITECT Design Team OPERATIONS PROJECT MANAGEMENT Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration Key Plan Date RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number MECHANICAL SECTION M±02 1 , G �n DATA 3355 Tukwila, ALLI N CALLISON w w w. c a l l i s o n. c o m � • T K 5 CENTER EXPANSION S 120th PL WA 9816 Design Team BMS ROOM ROOM PRESSURE TEMP TEMP %RH PRESSURE TEMP PDI TI ( T 7 ( NI \ 1 � PDI um P� —0-02A P� —0-01A 1 1 0 —O A 1 O -01A I —0-02A � � � 4(1)(3) 1 4(1)(3) 0 0 1 -- f,(1)(3) !(1)(3) O 1 0 I ° I !(1)(3) 4(X) 0 O p 0 p C ° } - CENTRAL CONTROLLER 0 O O p O ° O ° 0 0 p O p p 0 0 -- _.. r__- __ o 0 0 O p O O p p ° 0 p ° 0 I I I I ° o o 0 0 p O O p p p ° 0 0 O ° ° ° ° ° 0 p < M - K-04 B o— p —p—a� I <M—K-03 A • --- p��p -0-1 f i i ° < T Q 1 1 1 1 A 1 1 1 1 < Q Q 1 1 1 1 0 D 0 Q 1 1 1 1 O 0 Design , OSA 18" SST. EXHAUST 1 xi o mcn _'1D Drawn Checked Date XXX Project No. 371047 uR now l F I ' � ' _ Pi OSA Ft I OM ' C I ro'ect Approvals n, /J� OSA • , _ _ I !!� M ,•, .. ,. ��� FAN T� i1 , AR F L OW __ M � . ,CI � � ° m On �' �J�i gi 3RD FLOOR 2ND FLOOR OSA; l L I �. �. v. ;;„ OSA---1‘ Q� CUSTOMER Date OPERATIONS A_AAAAAA _ RA HEADER r HI PDIT D \ Microsoft Mechanical Engineer Date Microsoft Cable Engineeer SA HEADER RELIEF AIR NET �— — — — 1 —0-01 A �■ (1 )(3) CEILING Microsoft Electrical Engineer ? 1 -0 -02A 2 �_, Engineering Manager MF--02 (1)(3) ~ securit Manager M D F MEN /WOMEN COLO - I - �/ / \ - / \ 1 PROJECT MANAGEMENT SEC AIM Project Planner Date Ii i i _ _..- I Project Manager Senior Project Manager TET �� RAISED FLOOR Development Manager Project Manager 332,000 CFM LG/ i (X) / Quality Control Reviewer Quality Control FF &E Revisions No. Date Description A 0 . EXHAUST FAN 25,000 CFM (TYP 2) 0 05/07/08 ISSUE FOR PERMIT u �: = . ®�Cr Oc 4 Registratio ,F /j� 4',4 �� ' s -: ; �, ECI 19724 so c e OfVAL G i \ 1 —IV> LO PDIT HI 37,000 CFM TET h _ ._.4 cE 0 i_ ENGINE EXHAUST SILENCER REF 15T FLOOR P1 —0-02A P1 ��1A 2 (1)(3) (1)(3) IMF -02 GENERATOR I EXPIR 1 2il`I 1 T 1 U PS ROOM Key Plan PERMIT Bar Code Sheet Title /Number MECHANICAL SPACE CONTROL P & M smsm K RECEIVED CITY OF T IIK�VILA MAY 13 2008 CENTE I D ma 0 1 W o ROOM EMERGENCY . . GENERATOR (TYP 3 ) - r, p, l � l �. ��.. � `� Yd1�+.1J1�lYdl�fM ^� j s ` J; :- ` = .�►�� � � ' �I. I� �1 11111•07 . '��A AIllA♦�' :— 50° UPS SWITCH BATTERIES (TYP 4) GEAR SOUND ATTENUATOR GENERAL NOTES A IDENTIFIED WITH E DEVICES ARE B COMPLETE INSTRUMENT TAG NOT SHOWN ON P &ID, BELOW IS A FULL INSTRUMENT TAG EXAMPLE: TKVAHU-- TET-- 1 --1 -9. < EYED NOTES 1 :2.,,,I �7 CALLISON www.callison.com N / . ,- BMS TEMP SP FAIL 00 FAIL 00 ALARM HOA STATUS FAIL ( (ZA1 6DIC1 (s (QAA (HSI (QA� ( (QI1 (QA 1 -1 -15A 1 -1 -15A 1 -1 -11 1-1-10 1 -1 -10 1 -1 -16 1 -1 -16 1 -1 -15B � / I I� / I 1\-- /I I` I 1\--- /I 1"- / I I � /1 I I CALLISON P1 -1 -15 P1- -1-15 I I\ /I I � 'I 1 (1)(7) 4(1)(7) 0 ! ° ° a T I ( ! 1 )( 7 ) ! it 1 1 ! 1 I ( ! ( f ( 1 0 I I a ! 0 ( I 1 1 0 1 0 4 ( 1 )( 7 ) 1 1 ! 4( ° ° p 0 — 1 UNIT CONTROLLER —! 0 ° ! � a ° t 0 I _ _ ° - 0 0 0 ! a I o ! O ! ° ° i o 0 ° -I . • Y K5 DATA CEN TER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team �a 0 0 a ° — 1 1 151 5 0 a o a D a 0 a a Do a D O —O o o o o o o 0 o o o o o o -o o o a o o o o o--o —? i �D —p--? "J a1 o a 1 c ' 0 ?-0.-0—? ° a .0 .... 10 10 10 %I 10 10 10 10 1 T T I I 1 1 0.1.0 —o— o o■ ° a *oat] ° o a — o — � o ? i o 1 o t ° �o o a o a o o —o—o —D—o a co a a a a a ° a 0 a O - o i ° ° 0 0 0 op 0 0 o o 0 0 0 0 0 0 0-0— - -o —°—? o O . �0— a a -• -..0 0 ° ° O— O - — D � ----o o j° 1 o a pa o 0 0 0 o a o ° —o a a a a O o 0 0 O o 0 o Q--O� D a o 0 0 °— o—O—a� \ 0 t ( ° 10 i ° ! ° ! o — —15 i o o 0 0 �a -0-0. a o a T 0 0 0 0 a — -0� ° O p a i 0 1 I 1 ! a i o I ! ° ° . D 0 1 —1 —1 1 D I ! I 1 ° ° Y(1)1(7) o ! a ° it O i 1 I 1 i ! i ! a p i ! i ! ! p ° ! ° a p < < < < i < T 480V 1 I 1 I 1 1 f 480 Q v HOA V 00 ® IS v V TIMER V OOA V LEVEL ® ® LA Design Drawn Checked V V g 1 -1 -16 1 -1 -16 1 — N-1- 1 -116 ) (7) 1 �(� ) ( ) (7) 0 B I Date XXX Project No. 371047 1-1-11 1 -1 -10 1 -1 -10 �–■ �• ( I (1)(7) ( . 1 LCP M.S. Project No Approvals V LO PSH VFD A — 7 HI CUSTOMER date OPERATIONS Microsoft Mechanical Engineer date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager — —j ?— _ I I Project I v 0 -1 .5" V 0 -3" I V C P PDI 1 -1 -10 N----.." N----.." (1)(7) Securit Manager F F &E PROJECT MANAGEMENT Planner Date Project Manager enior Project Manager I ZS V 1 -1 -15A - ' ( �� (1)(7) 1 I 1 1 Development Manager Project Manager E (1) (7) Quality Control Reviewer V TE 1 -1 -15A x ( 1 )( 7 ) i 1 FC v . • • ■ • ■ • ■ • e e e e `- o " Tli " Quality Control FF &E Revisions No. Date Description TCD �; 1 -1 -15A ( 0 Q n ♦ • �*$ * +� �♦ ♦ ♦ ���� �� .� _ LSH 1 -1 -16 �� i V PT FS 1 -1 -11 �� M V (1 )(7) 1 -1 -15 x(1)(7) �/ (1)(7) - ;� ; A � LINK LSL r OUTSIDE �'�'''�1 AIR ` 00000 PACKAGE CONTROLS ) 1 v TE I 1 —1 -15B N...._.... I (1)(7) � �� 0 A� V �i i1 TCD N-___, h T 1 _�� / - - 1 / 1 (1)(7) "` I M I — M Al 1 . . ,_ o • - • L\ 0 05/07/08 ISSUE FOR PERMIT BDD v V V V I V (15 TE MECHANICAL Re. istration ®� Go .�° 'v WAS,y/ �A% u ®� � b , „ ® , �� ,. ;.r 19724 ;•.. ' .i � ": 'Zs G` ', ISZIEMIEFFIL7 - Key Plan - RECEIVED CITY OF T UKWILA MAY 13 PERMIT CENTS Bar Code Sheet Title /Number COLO AH P &ID M F2 K im 2008 w 1 BDD DRAIN I WEIGHED OPENS AT 06" WG. A — - E 1 PE L —� E 1 -1 -11 TO DRAIN �� (1) (7) COLO CEILING V XV 1- 1 -16A 1 ( ) ( 7 ) TO V XV �:, V _� OUTSIDE AIR 1 -1 -16B WATER NI ( " 12 (1)(7) RETURN AIR FROM HOT AISLE 1> 1, M fx o SUPPLY ' a Ix : TO COLD z I ° W o �I ca 1 v '' - W X W 1- o w Q J 0 — �°o a ov W W J w z .7 0 m m W W Q W 0 Y z o 0 ix Z¢ Q < W W w Z W 1-1 W O .J QQ ix �W IX0 W -IZ -10 M ..J �¢ V �X 0 p 0 )- = U O Z Ww I-U 5 XH X O 0 0 a- 8-Tc- : 1< 0 Y a W W W W < W Q U O In Q H D X U Q W� �(/) c c : �W ( (1) m�O t � mM 0_ ° AIR AISLE • GENERAL NOTES <EYED NOTES A VENDOR SUPPLIED DEVICES ARE 1 IDENTIFIED WITH "V'. B COMPLETE INSTRUMENT TAG NOT SHOWN ON P &ID, BELOW IS A FULL INSTRUMENT TAG EXAMPLE: TK5 /AHU— TET- 1 -1 -9. EQUIPMENT TAG # COLO 1 DESCRIPTION CAPACITY (CFM) • '' TK5 /RTU -1 -1 AIR HANDLING UNIT 50,000 TK5 /RTU -1 -2 AIR HANDLING UNIT 50,000 TK5 /RTU -1 -3 AIR HANDLING UNIT 50,000 TK5 /RTU -1 -4 AIR HANDLING UNIT 50,000 TK5 /RTU -1 -5 AIR HANDLING UNIT 50,000 TK5 /RTU -1 -6 AIR HANDLING UNIT 50,000 TK5 /RTU -1-7 AIR HANDLING UNIT 50,000 TK5/RTU-1-8 AIR HANDLING UNIT 50,000 - CALLISON CALLISON www.callison.com �i' BMS 00 FAIL ( Hs- 1 1 ,---Q,-,--- 1 r 1-1-13 1 -1 -13 1- 1-12 I I �( a a 0 ( ° ( ral1 " A IDC 'Iw, 11 L. mi7 !gyp` TK5 DATA CENTER EXPAN SIGN 3355 S 120th PL Tukwila, WA 98168 Design Team ° c a ° i -- — CENTRAL CONTROLLER ° a a ° ! ---• ° ° a a ° a a a ° ° 0 ° ° p PO 0 0 A ° (<M—K—01 —1 -12 0 o Y(6) Design ..— —' T — �— t — — < r480" Drawn Checked Date XXX Project No. 371047 M-$. Project No. Approvals V HOA V 00 V grk IS CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date Microsoft Cable Engineeer 1 - 1 -- 13 VFD 3 1 — 1 - 12 1 — �� —1 1 (6) (6) (6) Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E Revisions No. Date Description / X 1 ,` / \\ I / \ 1 1 t M CONTROL ENCLOSURE WITH HINGED DOOR 1 ■ 0 05/07/08 ISSUE FOR PERMIT 1 1 ` ( Q� ® � ® � Jp , v!AS}f ( ,, - « .` r ! 4. .. 19x24 .r O R F CISi BDD 1 /////////1 F ROOF Registration j \ RELIEF AIR EXPIRES: `Z 17 f ® � MECHANICAL C Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number O L O RELIEF P&ID _ • l 03 EQUIMENT TAG # AREA SERVED CAPACITY (CFM) TK5 /EF -1 -1 COLO 67,000 TK5 /EF -1 -2 COLO 67,000 TK5 /EF -1 -3 COLO 67,000 TK5 /EF -1 -4 COLO 67,000 TK5 /EF -1 -5 COLO 67,000 TK5/EF-1-6 COLO 67,000 GE\ A VENDOR IDENTIFIED B COMPLETE SHOWN FULL TK5 ERAL NOTES KEYED SUPPLIED DEVICES ARE 1 WITH "V". INSTRUMENT TAG NOT ON P &ID, BELOW IS A INSTRUMENT TAG EXAMPLE: /EF— IS -1 -1 —13. \ 0TES EQUIPMENT TAG # AREA SERVED CAPACITY (CFM) TK5 /RTU —P1 -1 UPS RM 37,000 TK5 /RTU —P1 -2 UPS RM 37,000 OUTSIDE AIR BMS UNIT CONTROLLER z w cc 0 0 O U) cc I— Q TEMP SP P1 -1 -15A N. /I 0 ( 0 0 D 0 0 0 0 0 0 0 0 0 3ENERAL NOTES VFD B COMPLETE INSTRUMENT TAG NOT SHOWN ON P &ID, BELOW IS A FULL INSTRUMENT TAG EXAMPLE: TK5 /AHU— TET— P1 -1 -17. • RETURN AIR FAI L K QA1 P1 -1 -13 P1-1-12 ( I X 4( 1 )( 2 ) P1 -11 -12 I Y(1 ) 1 ( 2 ) V 0 0 0 0 4 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 IS P1 -1 -13 P1 -1 -13 P1 -1 -12 I (1)(2) (1)(2) (1)(2) V TE P1 -1 -15B A VENDOR SUPPLIED DEVICES ARE 1 IDENTIFIED WITH "V'. (1)(2) Q Q /-480V V KEYED NOTES i 0 0 I rzA P1 -1 -15A I /I (1)(2) V 0 w w ~°- (X 0 P o m cc co —J 0 _INz w WA J I:O J �� a_ c o c ow< ix FAIL V 0 -3" PDI 0 P1 -0 -10 0 D 1 Y 1 a a 0 0 0 0 0 0 d D--- 0---- D--- -D-0 -0 0 D-? j-- 0-0 - 0- 0 - 0,--- -? Q ?-o— D —d —D—? I - O— o— G— O— D— O— O —D —O—O V F LO (S1=1) HI P1 -1 -10 (1)(2) P1 -1 -11 P1 -0 -10 P1 -1 -10 IN- /I IN- /1 IN- -vI (1)(2) ( 0 0 0 0 o I a D D 0 VFD I I 0 ° 0 I 0 D D D I D SFCJ P1 -1 -11 (1)(2) LEAD 00 FAIL P1-1-10 IlI)( 4 0 0 (QA'\ [ 480V V HOA V 00 IS _ P1 -1 -10 (1)(2) V 0 0 a 6 a z J e e e e 0 0 0 x O • ©0 0 -0 -0-0--0 •0-- -•0- -0- 0 0 0 0 0 0 0- 0- 0 - V FS P1 -1 -15 (1)(2) 0— a— o —o-0 —o 0 0 0 V PE P1 -1 -11 TO DRAIN (1)(2) BDD V SUPPLY AIR Q J W HOA P1 -1 -15 I / I 0 ( 1 )( 2 ) 0 0 D 0 0 0 0 0 0 0 0 0 D ETC V TE P1 -1 -15 ( 000 FIRST LEVEL UPS ROOM STATUS FAIL (QH (QA� P1 -1 -15 P1 -1 -15 (1)(2) (1)(2) r PACKAGE CONTROLS CALLISON CALLISON www.callison.com Microsoft® TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER 371047 Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date EXPIRES: 1 Z Design Team Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description 0 05/07/08 ISSUE FOR PERMIT Key Plan Bar Code Sheet Title /Number MECHANICAL UPS AHU P&ID RECEIVED CITY OF TUKVV1 MAY 13 2008 PERMIT CENTE Date Date Date EQUIPMENT TAG # AREA SERVED CAPACITY (CFM) TK5 /EF —GEN -1 GEN ROOM EXHAUST 25,000 TK5 /EF —GEN -2 GEN ROOM EXHAUST 25,000 BMS CENTRAL CONTROLLER GENERAL NOTES COLO UNDER RAISED FLOOR A VENDOR SUPPLIED DEVICES ARE IDENTIFIED WITH "V ". B COMPLETE INSTRUMENT TAG NOT SHOWN ON P &ID, BELOW IS A FULL INSTRUMENT TAG EXAMPLE: TK5 /AHU— TET— P1 -1 -17. FC <EYED 0---0 0 0 0 0 \OTES TET S1-1 -1 1 DAMPER ACTUATOR PROVIDED WITH DAMPER. SEC ROOM ROOM TET EF— GEN -0 -1 0 SETPOINT 00 (Hs (H EF— GEN -1 -1 B EF— GEN -1 -1A I I 1(1)(2) (1 (2) O 0 l 0 0 0 0 0 0 o — o-- o —a-- -o O 1 - 0 0 0 O 0 0 0 O 0 0 O 1 EF— GEN - - 1 -1 EF —GEN -1 -1 GE ' l i)(2) )(2) STARTER _0 -0-0 0 0 O O (Q A 1 EF— GEN -1 -1 l / I (1)(2) b O 0 0 O FAI L BDD BDD [480V EXHAUST TO ATMOSPHERE EXHAUST TO ATMOSPHERE TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drown Checked Date XXX Project No. M.S. Project No. CUSTOMER CALLISON CALLISON www.callison.com Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 1 EXPIRES: /2/J7/b9 1 MECHANICAL GENERAL EXH P &ID RC1-11 EC Design Team 371047 Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number ly Date Date Date TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Design Drawn Checked Date XXX Project No. 371047 M.S. Project No. Approvals CUSTOMER OPERATIONS Date Microsoft Mechanical Engineer D to Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E PROJECT MANAGEMENT GRADE LEVEL r LS F1 -1 -03 SECONDARY CONTAINMENT 1 FO WATER F1 -1 -03 LT F1 -1 -04 r QL F1 -1 -04 F1 -1 -04 Y 0 SUPPLY PUMP (EXISTING) FUEL OIL FUEL OIL SUPPLY PUMP SUPPLY PUMP FUEL OIL STORAGE TANK 40,000 GAL (EXISTING) SUPPLY PUMP (EXISTING) M —K —O> M —K -09 M —K —O> r D � — - 09 M —K —O> 0 —1/2" FOS —1/2" FOS —1/2" FOR —1/2" FOR M —K -09 M —K -0> M —K -09 M —K -09 GENERAL 1\ A ALL EQUIPMENT AND DEVICES SHOWN ON THIS PLAN ARE EXISTING AND BEING SHOWN FOR SYSTEM CARIFICATION. OYES KEYED \OTES 1 PART OF FULE OIL TRANSFER LCP. 2 EXTEND POLISHER TO BOTTOM OF TANK ' 1111f 87/ CALLISON www.callison.com DC c Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date Revisions Description 0 05/07/08 ISSUE FOR PERMIT Key Plan Bar Code Sheet Title /Number MECHANICAL FUEL OIL P &ID Date RECEIVED CITY OF TUK`+11tILA MAY 13 2008 PERMIT CENTER OPERATIONS 1 1 Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer I Engineering Manager Security Manager FF &E PROJECT MANAGEMENT Project Planner Date Project Manager Senior Project Manager 0 Development Manager Project Manager Registration OK G. 4j �ov WASj1 4 f r < . A Or. • y r , :I l. ; u 19724 7 FCIsTh /ONALO� .. - Quality Control Reviewer EXPIRES: 1 1 Quality Control FF &E Key Plan No Date Description 0 05/07/08 ISSUE FOR PERMIT 4 0 0 CO •el �O FL3 Registration OK G. 4j �ov WASj1 4 f r < . A Or. • y r , :I l. ; u 19724 7 FCIsTh /ONALO� .. - EXPIRES: 1 1 Key Plan BMS BMS CONTROLLER TRANSFER REQUEST 120V—\ C -K -08 C M -K -08 M -K -08 0 CV SS GRADE LEVEL FUEL OIL #1 TRANSFER LCP 1 GE // // / /// // // � /// / // / // / � // . // / /// // , /// // // / /// // , j . / / CS (A) B MANHOLE EXIST NEW GENERAL ALARM (QA\ F1 -1 -01A e 0 e P 0 0 P e 0 0 0 F1 -1-01A LS SLOP 1 /8" /FT LSLL \ LSLL \ERAL NOTES A VENDOR SUPPLIED DEVICES ARE IDENTIFIED WITH "V' . B COMPLETE INSTRUMENT TAG NOT SHOWN ON P &ID, BELOW IS A FULL INSTRUMENT TAG EXAMPLE: TK5 /AHU- TET- 1 -1 -9. B FOR EQUIPMENT SCHEDULES SEE M -M -01 & M -M -02. �LSHHI (LSHHI F1-1-01 F1 -1 -02 �LSH� LSH F1-1-01 F1 -1 -02 LS F1 -1 -01 F1 -1 -02 LSL F1 -1 -01 F1 -1 -02 F1-1-01 F1 1 02 F1 -1-01A (2) ALARMS F1-- 1--01C (1)(4) RESET /SILENCE CEYED 1 FUSIBLE LINK VALVE. L NOTES POWER F1-1-01B (2) FUEL OIL DAY TANK 1 - ON (QL F1-1-01C F1 --01A FV F1-1-01 HOA a v u FUEL OIL #2 TRANSFER LCP 0 SIGHT GLASS FUEL OIL RETURN PUMP 1A AND 1B ON F1 -1-02C F1 -1-02A F1-1 -02A HOA GENERAL ALARM N A� F1.1 -02A I'. /I 0 0 P P 0 e P e P 0 0 ° ❑6 F1 -1 -02A (2) F1 -1 -02C (1)(4) Fr\ F1 -1 -02 v �? v o [� o ALARMS RESET /SILENCE r A F1 -1-02B (2) I CH LEAK POWER 120V STROBE 1 QL 1 F1 -1 -00 F1 -1 -00 1 Y 1 TRENCH M -K -O> TRANSFER REQUEST HORN QA 120V ❑�4 FUEL OIL LEVEL /LEAK LCP ( LIl (LI� F1 -1 -04 (LA F1-1-03 O I 1 P O e a a ° I O 1- P P 0 ° FUEL OIL WATER ° TANK 1- 1 0 0 0 0 L l 1 1 TK5 /FOF -GEN -11 ❑ ❑ a 1TK5 /FOF- GEN -21 ❑43 ITK5 /FOF- GEN ---31 V ❑ ❑ F1 -1 -04 F1 -1 -03A I 1 )(4) e I O I O O 0 0 1 P 1 O 0 O o O 0 O 0 O e P P 0 P 0 LEAK ALARM GENERATOR GENERATOR GENERATOR LEAK ALARM F1- -1 1 -003A $ll)( ° P ° 0 ° 5 TRENCH CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER CALLISON www.callison.com Design Team 371047 Approvals Revisions IDC "'' C TECTS Date RECEIVED CITY OF T UKVVILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number MECHANICAL FUEL OIL P &ID EQUIPMENT AREA SERVED CAPACITY CFM TK5 /RTU —AIM -1 AIM 2.5 TON 900 i t ___, 1 L,, STARTER I J 9 9 9 0 '441 1 e M pB;s CENTRAL CONTROLLER I' 'I 0 0 0 4 0 0 V ROOM STAT l ROOM TC AIM-1-02 TET AIM -1 -02 RETURN AIR AIM ROOM V HI PDI LO v 00 V HOA IS AIM -1 -01 RETURN AIR AIM ROOM Design Drawn Checked Date CUSTOMER CALLISON XXX Project No. M.S. Project No. CALLISON www.callison.com TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 371047 Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date GENERAL NOTES A VENDOR SUPPLIED DEVICES ARE 1 IDENTIFIED WITH "V' . B COMPLETE INSTRUMENT TAG NOT SHOWN ON P &ID, BELOW IS A FULL INSTRUMENT TAG EXAMPLE: TK5 /AHU— TET- 1 -1 -9. 4EYED COTES DC C H 1TEt Design Team Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration 11?(PJRES: L07 e.79 1 RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number Date Date Key Plan MECHANICAL AIM AHU P &ID 10 C MAX. SPAN 5' -0" FRAMING CHANNEL AS SPECIFIED IN SECTION [15140], CALLISON C ALLISON www.callison.com (11111111111P_ d( SPRING N BELT E--- - i [ a aa ■ i - 1 PIPING SUPPORTS AND ANCHORS DRIVE EXHAUST ------- \\\_‘ PAN [ I P:4' . m7Agg r- 4211 ' ' i D C A - , -. - _ O • - 0 - _ TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 1 Design Team DOUBLE NUT : I n; 1 I=1 CO CO ri 1 II /- OPEN WEB JOIST ' \ 6 I 1 , 1 2" x2" x1/4" PLATE WASHER e 0.' -----.. PREFAB. CURB FURNISH t) BY EXH FAN MANUF. SECURE FAN SKIRT TO CURBING W/LAG tlE4 r41 SCREWS (1YP.4 • ...e. I 1 ROOF PLACES) . : • // : 1 HANGER ROD o f 0 7/7 n n k . - 1 • ,• :. DRAFT DAMPER SEC - "E TO DUCT W/ EXHAUST DUCT S.M. • ' S @ 6" O.C. Ark EXHAUST FAN DETAIL CONCRETE BEAM STEEL ANGLE CLIP 5/8" DIA. MIN. WEDGE ANCHOR BOLT W/ 3 1/2" MIN EMBEDMENT INTO CONCRETE. • EXPANSION ANCHOR .,, 4 -q ----T. Z Design Fig ....• pm , / :1 . • u • j Drawn ---- ... N . -, z -a 4 .-` 1.0 1_. A .c1 ., 1 Checked Mir NTS NTS Date X XX Project No. i 8 1 M.S. Project No. Approvals 1 HANGER ROD 1 EXHAUST FAN CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer FOAM GASKET Engineering Manager Security Manager VFD W/FUSED DISCONNECT IN NEMA 3R CABINET. FIELD S M E O E U N ON w F G A , N s . 0 R RACK FF&E PROJECT MANAGEMENT ON TOP OF CURB . - --- .- - :--; - - - -. -- ' - ". - - ,.- -...^ A D N w T G,s \ Project Planner Date . . . HANGER ROD LAMING CHANNEL CONCRETE INSERT - Project Manager BACK DRAFT DAMPER / s H E IN E G AR TO cH C . Senior Project Manager i FACTORY i 1 FOR DETAILS FLASHING, SEE ARCH. Development Manager CURB 6X4 FIRE RETARDANT LEVELING CURB. CONTRACTOR HAS OPTION TO USE STEEL / Project Manager DWG'S FOR DETAILS ANCHOR NAILER T ii!L.. CANT, SEE ARCH. Quality Control Reviewer Quality Control FF&E Revisions No. Date Description. ROOFING— \ A I ll ilk OF NT( Elk DWG'S FOR DETAILS L BUILT—UP ROOFING Bk 1 P • '° . ` q \_._. CONCRETE ROOF I IN I BEAM JOIST BEAM JOIST FRAMING CHANNEL RELIF EXHAUST 18 GA DRAIN PAN WITH 2" UP NOTE: FAN DETAIL SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. 0 05/07/08 ISSUE FOR PERMIT '-=-----= L. 1111 BEAM CLAMP Al •-- • • "--....,,. RETAINING STRAP 1 371047 0 ' _ -_li tration `- NV . O WAS.64 ,. ....." . - ' .3. A r• -;, : 1 ',,;;."' ty .6„ 19724, -- . _ EW" ssioNALs140 1 I TIE ROD 0 CHANNEL NUT A ' 1-5/8 X 1-5/8 X 12 GA. METAL FRAMING CHANNEL HANGER ROD — NTS NTS NTS El BEAM CLAMP Allk . 9 1 EXTENSION PIECE HANGER ROD LEXPIRES: 1 Zaz/L2, 1 Key Plan CITY LA MAY 1 3 2008 PERMIT CENTER Bar Code Sheet Title/Number MECHANICAL DETAILS U N !STRUT P MAX LBS) STYLE 6 FT. S AN ' P1000 250 P1000T 200 v > 7 17 P ' P5000 5 650 P5000T 600 D. • P5001 2050 Air . • II . i DOUBLE NUT AND WASHER 1 dig ..., 1 1 1 E C2 CM \ METAL DECK EXPANSION ANCHOR .,,-,,. ,--, NOTES: — - — --1 - -- METAL HANGER FRAMING STEEL ROD NOTE: FOR HANGER PLACEMENT REQUIREMENTS, HANGER ROD SPACING AND SPRING HANGER REQUIREMENTS, SEE PIPING DRAWINGS AND SPECIFICATION 15140, PIPING SUPPORTS AND ANCHORS. 6 UPPER HANGER BEAM ATTACHMENT 1- 0 FOR HANGER PLACEMENT REQUIREMENTS, HANGER ROD SPACING AND SPRING HANGER REQUIREMENTS, SEE SPECIFICATION 1514, PIPING SUPPORTS AND ANCHORS. 2-HANGERS & SUPPORTS MUST BE FM APPROVED FOR APPLICATION. 3-USE CENTER LOADING HANGERS FOR HANGING PIPE LARGER THAN 2" IN DIAMETER 3 HANGER ATTACHMENT - NTS _ NTS NTS — NTS glir Approvals CUSTOMER OPERATIONS Date Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E Revisions No. Date Description 0 05/07/08 ISSUE FOR PERMIT i tration 10 NTS NTS MULTI BLADE LINED DUCT WHERE INDICATED DUCT 18 GA. SHEET METAL DAMPER W /LOCKING QDRNT. & END BEARINGS. VOLUME DAMPER SINGLE BLADE — H < 8" TRANSITION H +2" STANDARD DUCT FITTING DETAILS SPLITTER VANE REQ'D IF R < W R = W RADIUS ELBOW ROUND DUCT TAKE OFF NTS NTS CONICAL, BELLMOUTH OR SPIN IN FITTING DUCT TURNING VANES AS SPEC. TO SUIT ELBOW VANED ELBOW OFFSET VOLUME DAMPER SUPPLY AIR TAKE OFF SUPPLY AIR GRILLE NTS 5 NTS 1 1/2" x 1 1/2" GALV. STEEL ANGLE CONTINUOUS AROUND PERIMETER OF DUCT 1 1/2" x 1 1/2" GALV. STEEL ANGLE CONTINUOUS AROUND PERIMETER OF DUCT DUCT TERMINATION DETAILS STAINLESS STEEL FASTENERS, TYPICAL 1/2" x 1/2" STAINLESS STEEL MESH STAINLESS STEEL FASTENERS, TYPICAL SUPPLY AIR GRILLE //,/— OR REGISTER AIR FLOW NTS AIR FLOW 2 DUCT TAKE -OFF DETAIL OBD TYP FOR ALL BRANCH DUCT TAKE OFF L =1 /4"W(MIN. 4 ") NTS SUPPLY AIR DUCT WITH INSULATION DUCT ENCLOSURE SEE ARCH DWG. DUCT DIMENSION RECTANGULAR DUCT CONNECTION DETAIL L3x3x24 GA CLOSURE COLLAR (SEE NOTE) 1/4" POWDER DRIVEN FASTENER — INSERT 1 1/2" MIN FROM EDGE OF OPENING CAULK ALL AROUND NTS Checked Date XXX Project No. M.S. Project No. CALLISON www.callison.com 371047 Key Plan Design Team Bar Code c Microsoft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn RECEIVED CITY OF TUKWILA MAY 13 7008 PERMIT CENTER Sheet Title /Number MECHANICAL DETAILS �L -02 DX ROOF TOP AIR HANDLING UNIT (COLO) SCHEDULE EQUIP. NO. AREA SERVED NOMINAL CAP. BASIS OF DESIGN MIN. O.A. CFM SUPPLY FAN (PLENUM) EVAPORATIVE WASHER COOLING DATA V /PH /Hz MCA FILTER REMARKS REFERENCE P &ID CFM E.S.P. (» G ) DRIVE TYPE EAT DB DEG. F EAT WB DEG. F LAT DB DEG. F LAT WB DEG. F MAX � (' W.G.) SATURATIO EFF. MAX. VELOCITY EAT DB DEG. F EAT WB DEG. F LAT DB DEG. F LAT WB DEG. F NET SENS. LOAD (MBH) NET TOTAL LOAD (MBH) MAX. VELOCITY PRE MAIN TK5 /RTU -1 -1 COLO 115 TON RL 1 - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 1,366 1,379 460/3/60 - 500 30% 65% 30% M -K -02 TK5 /RTU -1 -2 COLO 115 TON RLN55 - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 r 1,366 1,379 460/3/60 - 500 30% 65% Q M -K -02 TK5 /RTU -1-- -3 COLO 115 TON RLQ - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 1,366 1,379 460/3/60 - 500 30% 65% Q M -K -02 TK5 /RTU -1 -4 COLO 115 TON RL - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 1,366 1,379 460/3/60 - 500 30% 65% Q M -K -02 TK5 /RTU -1 -5 COLO 115 TON RL - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 1,366 1,379 460/3/60 - 500 30% 65% ® M -K -02 TK5 /RTU -1 -6 COLO 115 TON RL - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 1,366 1,379 460/3/60 - 500 30% 65% Q M -K -02 TK5 /RTU -1 -7 COLO 115 TON RLN55 - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 1,366 1,379 460/3/60 - 500 30% 65% Q M -K -02 TK5 /RTU -1--8 COLO 1 15 TON R -155 - 55,000 1.25 DIRECT TEFC 62.2 48.8 54.8 48.8 .33 89% 560 79 62.5 54 53 1,366 1,379 460/3/60 - 500 30% 65% Q M -K -02 0 - FAN SCHEDULE EQUIP. NO. AREA SERVED BASIS OF DESIGN FAN TYPE CFM S.P. IN. WG RPM MOTOR DATA ACCESSORIES OR REMARKS HP V /PH /HZ V /PH /Hz MCA FILTER E.S.P. C'W G) REMARKS REFERENCE P &ID CFM E.S.P. ( G.) DRIVE TYPE TK5 /EF -1 -1 COLO COOK QMXU -600 MIXED -FLOW UPBLAST BLOWER 67,000 .75 436 25 460/3/60 LAT WB DEG. F TK5 /EF -1 -2 COLO COOK QMXU -600 MIXED -FLOW UPBLAST BLOWER 67,000 .75 436 25 460/3/60 - TK5 /EF -1 -3 COLO COOK QMXU -600 MIXED -FLOW UPBLAST BLOWER 67,000 .75 436 25 460/3/60 82 TK5/EF-1-4 COLO COOK QMXU -600 MIXED -FLOW UPBLAST BLOWER 67,000 .75 436 25 460/3/60 30% TK5 /EF -1 -5 COLO COOK QMXU -600 MIXED -FLOW UPBLAST BLOWER 67,000 .75 436 25 460/3/60 37,000 TK5 /EF -1 -6 COLO COOK QMXU -600 MIXED -FLOW UPBLAST BLOWER 67,000 .75 436 25 460/3/60 TK5 /EF -GEN -1 GENERATOR ROOM COOK AFDC TUBE AXIAL FAN 25,000 .5 436 7.5 460/3/60 65% TK5 /EF -GEN -2 GENERATOR ROOM COOK AFDC TUBE AXIAL FAN 25,000 .5 436 7.5 460/3/60 TK5 /EF-- TOIL -1 MEN /WOMEN RR COOK ACED DOWNBLAST CENTRIFUGAL 300 .5 1715 1/8 120/1/60 I i r I ® DISCONNECT SWITCH • Q BIRD SCREEN Q 12" HIGH FACTORY BUILT ROOF CURB ® GRAVITY BACKDRAFT DAMPER ® MOTORIZED BACKDRAFT DAMPER (120V-1PH-60HZ) © MOTOR COVER AND BELT GUARD Q SPARK PROOF CONSTRUCTION ® 120 VOLT THERMOSTAT (50 -130'F RANGE) ® INTERLOCK FAN ON /OFF WITH ROOM LIGHT SWITCH ® ONE 120 VOLT THERMOSTAT (50 -130T) TO BE PROVIDED FOR FANS 4- EF- 02,- 03,- 04, -05 0 RELOCATE EXISTING EXHAUST FANS; PROVIDE NEW ROOF CURB DX ROOF TOP AIR HANDLING UNIT UPS SCHEDULE EQUIP. NO. EQUIP. NO. AREA SERVED NOMINAL CAP. BASIS OF DESIGN MIN. O.A. CFM SUPPLY FAN (PLENUM) COOLING DATA RETURN FAN (PLENUM) MCA COOLING DATA V /PH /Hz MCA FILTER E.S.P. C'W G) REMARKS REFERENCE P &ID CFM E.S.P. ( G.) DRIVE TYPE LAT WB DEG. F CFM E.S.P. C'W G ) DRIVE TYPE EAT DB DEG. F TK5 /RTU -AIM -1 EAT WB DEG. F LAT DB DEG. F LAT WB DEG. F NET SENS. LOAD (MBH) NET TOTAL LOAD (MBH) MAX. VELOCITY PRE MAIN TK5 /RTU -P1 -1 GENERATOR ROOM 98 TON RL -125 - 37,000 1.5 DIRECT TEFC 500 37,000 1.5 DIRECT TEFC 82 63 54 52 1,133 1,171 460/3/60 - 500 30% 65% ,Q M -K -04 TK5 /RTU -P1 -2 ROOM ATOR 98 TON R -125 _ 37,000 1.5 DIRECT TEFC 37,000 1.5 DIRECT TEFC 82 63 54 52 1,133 ' 1,171 460/3/60 - 500 30% 65% Q M -K -04 1 I 1 0 AS SHOWN ON PLANS 1 1 I I i 1 I i r I DX ROOF TOP AIR HANDLING UNIT (AMI) SCHEDULE EQUIP. NO. AREA SERVED NOMINAL CAP. BASIS OF DESIGN MIN, O.A. CFM SUPPLY FAN ELECTRIC HEAT COOLING DATA V /PH /Hz MCA FILTER REMARKS REFERENCE P &ID CFM E.S.P. C'W G) HP STAGE KW EAT DB DEG. F EAT WB DEG. F LAT DB DEG. F LAT WB DEG. F NET SENS. LOAD (MBH) NET TOTAL LOAD (MBH) MAX. VELOCITY PRE MAIN TK5 /RTU -AIM -1 AMI 2 5 TRANE 4TCY4030AI 1 DO 900 .7 1 / 2 1 3.76 80 60 55 - 24.6 24.6 208/1 /60 31 500 - - 0 - Q HEATER MODEL - BAYHTRV105E, SINGLE POWER ENTRY KIT - BAYSPEK060E DIFFUSER, REGISTER, AND GRILLE SCHEDULE PLAN MARK BASIS OF DESIGN TYPE PANEL c17F NECK c17F CFM RANGE MAX. PD W.C. COLOR REMARKS MFGR. MODEL No. MIN. NOM. MAX. CD -1 TITUS TMS CEILING SUPPLY DIF. 24/24 - - 1C -- 0.20 WHITE STEEL, OBD SG -1 TITUS S300FS SUPPLY REGISTER �'J n - - 0 - 0.20 WHITE STEEL, OBD EG -1 TITUS 350RL -SS EXHUST GRILLE VARIED - - - 0.30 WHITE - 0 AS SHOWN ON PLANS DAY TANK SCHEDULE E.P. NO. NO. BASIS OF DESIGN CAPACITY DESCRIPTION REMARKS Microsoft Mechanical Engineer Date Microsoft Cable Engineeer TK5 /DT -GEN -1 ACETANK AC0050002G3 500 GALLON DOUBLE WALL WITH 6" INSULATION RECTANGLE FIREGUARD WITH SUPPORTS (UL 2085, UL 142) SEE 'DWG M -E--11 & 'M -K -09 I Security Manager FF &E PROJECT MANAGEMENT TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. No. Date CALLISON www.callison.com 3/104/ Design Team Approvals Revisions Description Registration Key Plan Bar Code 0 05/07/08 ISSUE FOR PERMIT EXPIRES: 011491_ 1 Sheet Title /Number MECHANICAL SCHEDULES CITY RECEIVED TUKWILA MAY 13 2008 PERMIT CENTER CUSTOMER OPERATIONS Da e Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager I Security Manager FF &E PROJECT MANAGEMENT Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FT &E TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. No. Date CALLISON www.callison.com 3/104/ Design Team Approvals Revisions Description Registration Key Plan Bar Code 0 05/07/08 ISSUE FOR PERMIT EXPIRES: 011491_ 1 Sheet Title /Number MECHANICAL SCHEDULES CITY RECEIVED TUKWILA MAY 13 2008 PERMIT CENTER ELECTRICAL LEGEND ABBREVIATIONS CIRCUIT LEGENDS GENERAL NOTES; C A L L I S O N C A L L I S O N w w w . c a 1 1 i s o n . c o m " i 1' CTS t J I`� , ��� � ®� I C Fx 1 1�'Xl` II ' �l,, 0 M 4()Plit T K 5 DATA C E N T E R EXPANSION 3355 S 12 0th P L Tukwila, W A 98168 Design Team SYMBOL GENERAL SYMBOL POWER SYMBOL MEDIUM VOLTAGE ONE -LINE ABB DESCRIPTION 30 MOTORS (FROM STARTER TO MOTOR ONLY) HORSEPOWER A THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS OR ABBREVIATIONS APPEAR ON THIS SHEET AND NOT ON PROJECT DRAWINGS. B CIRCUITS ARE 2 #12, 1 #12G, 3/4 "C UNLESS NOTED OTHERWISE. CIRCUITS ARE RATED FOR OVERHEAD ROUTING. OBTAIN ENGINEER APPROVAL ON DERATING FOR UNDERGROUND OR TRAY INSTALLATION. C MOUNTING PER SPECIFICATIONS UNLESS INDICATED OTHERWISE. p NEMA 1 UNLESS INDICATED OTHERWISE 3R =NEMA 3R, 4X =NEMA 4X, WP =WEATHERPROOF, X= EXPLOSIONPROOF. E SEE CONTROL DIAGRAMS FOR SCHEMATIC. F IER INDICATES THE MINIMUM SHORT CIRCUIT RATING OF ANY COMPONENT IN AN ASSEMBLY. SERIES OR CASCADED RATINGS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED. G CONSTRUCTION DETAILS SHOWN ON E -f- SERIES DRAWINGS SHOW TYPICAL INSTALLATION UNLESS OTHERWISE NOTED AND APPLY TO ALL ELECTRICAL WORK INCLUDED IN THIS PACKAGE E1/EN THOUGH NOT SPECIFICALLY REFERENCED ON THE PLAN DRAWINGS. KEYED NOTES: O DRAWING REFERENCE ("FLAG") NOTE ® EQUIPMENT CONNECTION MOTOR CONNECTION CH NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH, FUSE SIZE AS SHOWN 30 ENCLOSED CIRCUIT BREAKER, SIZE AS SHOWN 30 MAGNETIC STARTER COMBINATION STARTER $ M DEVI�EL MOTOR STARTER, TOGGL TYPE, WITH THERMAL OVERLOAD � PO WER POLE a CONTROL STATION, TYPE AS INDICATED OR NOTED 6 CA BINET, TYPE AS INDICATED (SIZED TO SCALE) � PANELBOARD, 120/208V (SIZED TO SCALE) gg PANELBOARD, 277/480V (SIZED TO SCALE) �� AIR INTERRUPTER SWITCH GANG - OPERATED OIL SWITCH A AMMETER, AMPERE AC ALTERNATING CURRENT ACB AIR CIRCUIT BREAKER AF AMPERE FRAME AFD ADJUSTABLE FREQUENCY DRIVE AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT AIC AMPERE INTERRUPTING CAPACITY AMP AMPERE, AMPLIFIER ANN ANNUNCIATOR ARF ABOVE RAISED FLOOR AS AMMETER SWITCH AT AMPERE TRIP BC PER SWITCH BOP, BRKR BREAKER BLDG BUILDING BOC BOTTOM OF CONDUIT BOD BOTTOM OF DUCT BOT BOTTOM OF TRAY E NUMBER BRN CONDUIT, COIL CB CIRCUIT BREAKER CCTV CLOSED- CIRCUIT TELEVISION cd CANDELA CKT CIRCUIT CM CONTROL MODULE CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CR CONTROL RELAY CRS COATED RIGID STEEL CRWP OM C WALL PANEL CT CURRENT TRANSFORMER DB DUCT BANK DC DIRECT CURRENT DD DUCT DETECTOR DIA DIAMETER DIV DIVISION a DELTA CONNECTED E EMPTY EMERGENCY (E) EXISTING EG ENGINE GENERATOR EM EMERGENCY EMO EMERGENCY MANUAL OFF EMT ELECTRICAL METALLIC TUBING ERT EMERGENCY RESPONSE TEAM EWC ELECTRIC WATER COOLER EWSD EARLY WARNING SMOKE DETECTION F FLUSH (F) FUTURE FA FIRE ALARM FAP FIRE ALARM PANEL FBO FURNISHED BY OTHERS FCP FIREMAN'S CONTROL PANEL FDR FEEDER FDU FIBER DISTRIBUTION UNIT FLR FLOOR FOL FAST SPEED OL RELAY FS FLOW SWITCH FSD FIRE SMOKE DAMPER FU FUSE FVNR FULL VOLTAGE NONREVERSING FVR FULL VOLTAGE REVERSING G GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFR GROUND FAULT RELAY GRC GALVANIZED RIGID CONDUIT H HORN HH HANDHOLE HID HIGH - INTENSITY DISCHARGE HOA HAND -OFF -AUTO HVAC HEATING, VENTILATION, & AIR CONDITIONING ICCB INSULATED CASE CIRCUIT BREAKER IER INTEGRATED EQUIPMENT RATING IMC INTERMEDIATE METALLIC CONDUIT I/O INPUT - OUTPUT JB JUNCTION BOX K KEY INTERLOCK KA KILOAMPERE KVA KILOVOLT- AMPERE KVAR KILOVOLT- AMPERE REACTIVE KW KILOWATT KWH KILOWATT HOUR LAN LOCAL AREA NETWORK LC LIGHTING CONTACTOR LDP LEAK DETECTION PANEL M MAGNETIC, COIL OR CONTACT MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCCB MOLDED CASE CIRCUIT BREAKER MCP MOTOR CIRCUIT PROTECTOR MFR MANUFACTURER MH MANHOLE MLO MAIN LUGS ONLY MM MONITOR MODULE MT,MTD MOUNT, MOUNTED NEW N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NP NAMEPLATE NITS NOT TO SCALE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OL OVERLOAD RELAY 00 ON-OFF OOA ON- OFF -AUTO OOR ON- OFF - REMOTE PL PILOT LIGHT PB PUSHBUTTON PC PHOTOCELL PIV POST INDICATOR VALVE P.N. PART NUMBER PNL PANEL PVC POLYVINYL CHLORIDE PHASE QTY QUANTITY RCPT RECEPTACLE RM ROOM RQD REQUIRED RVNR REDUCED VOLTAGE NONREVERSING RVR REDUCED VOLTAGE REVERSING SOL SLOW SPEED OL RELAY SURF SURFACE SS STAINLESS STEEL SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR SYMM SYMMETRICAL 2S1W TWO SPEED, ONE WINDING 2S2W TWO SPEED, TWO WINDINGS T THERMOSTAT TB TERMINAL BLOCK TBD TO BE DETERMINED TDR TIME DELAY RELAY TJB TERMINAL JUNCTION BOX TSP TWISTED SHIELDED PAIR TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE v PS VOLTMETER. VOLT POWER SUPPLY VOLT-AMPERE VAR VOLT - AMPERE REACTIVE VFD VARIABLE FREQUENCY DRIVE VS VOLTMETER SWITCH VT VOLTAGE TRANSFORMER W WATT, WIRE WHD WATT -HOUR DEMAND METER WP WEATHERPROOF X EXPLOSIONPROOF- CLASS, DIVISION, AND GROUP AS NOTED. XFMR TRANSFORMER Y WYE CONNECTED Z IMPEDANCE CKT I.D. CONDUIT AND WIRE (2 250' 500' EQUIPMENT IDENTIFIER (XX= ABBREVIATION, Y= EQUIPMENT SCHEDULE [Al] „ [3/4 C , 3 #12, 1 #12 G] 10 5 © NUMBER) [B1] [3/4 C, 3 #1O, 1 #10 G] 15 10 SYMBOL EXTERIOR SYSTEMS - E E O - P O W E R FUSE XX IT FUSED INTERRUPTER SWITCH [C1] I [3/4 "C, 3 #8, 1 #10 G] 20 - [D1 ] „ [3/4 G, 3 #8, 1 #8 G] - 15 --- P --- PRIMARY SERVICE [El] [1"C, 3 #6, 1 #8 G] 25 25 SYMBOL FIRE ALARM [F1] [1 "C, 3 #6, 1 #6 G] 30 - S SECONDARY SERVICE O X X= MODULE FUNCTION, F= MANUAL PULL STATION, M= MONITOR MODULE, C= CONTROL MODULE, R =RELAY MODULE, S= SUPERVISORY MODULE D FIREMAN'S INTERCOM JACK REMOTE INDICATOR LIGHT SD= CONVENTIONAL NON - ADDRESSABLE SMOKE DETECTOR, 0 HD_CONVENTIONAL (NON-ADDRESSABLE) THERMAL DETECTOR, FD =FLAME DETECTOR, IR= INFRARED, UV= ULTRAVIOLET Hp HEAT DETECTOR � ,A ----- HVAC DUCT ADDRESSABLE SMOKE DETECTOR ® ADDRESSABLE SMOKE DETECTOR, (R) =RELAY BASE, (N) =NEW DEVICE ® UNDERFLOOR MOUNTED ADDRESSABLE SMOKE DETECTOR ADDRESSABLE THERMAL DETECTOR ® UNDERFLOOR MOUNTED ADDRESSABLE THERMAL DETECTOR IFATC1 FATC =FIRE ALARM TERMINAL CABINET, ANN = ANNUNCIATOR, DHC= COMBINATION DOOR HOLDER /CLOSER DEVICE TRI -R= ADDRESSABLE INTERFACE DEVICE WITH RELAY G1 [ ] [1 1/4 „ C 3#4, 1 #4 G] [ 40 40 --- T --- TELEPHONE SERVICE (OVERHEAD) [H1] [1 1 / 4 "C, 3 #2, 1 #4 G 50 -N FA - FIRE ALARM SERVICE (OVERHEAD) UNDERGROUND SERVICE, TYPE AS NOTED � ___, UNDERGROUND DUCTBANK [K1 ] " 2 _ 50 _ 1 3 1 #4 G] 60 - L1 [ ] [1 1/2"C, 3 #1, 1 #2 G - 60 [M1] [1 1/2" C, 3 #10, 1#4 G] 75 75 0 MANHOLE, SIZE AS NOTED [N1] [2"C, 3 #2/0, 1 #4 G] 100 100 EI HANDHOLE, SIZE AS NOTED u [P1 ] [2 "C, 3 #3/0, 1 #4 G] 125 125 [Q1] ' [2 „ C, 3 #4/0, 1 #2 G] 150 150 0 o a o 4 CONCRETE ENCASED DUCTBANK, CIRCLES INDICATE NUMBER OF 10, 2W +G (3 WIRES TOTAL) CONDUITS IN DUCTBANK SYMBOL CIRCUITS CKT I.D. CONDUIT AND WIRE (2X4 CKT AMPS T1 POWER TRANSFORMER (SIZED TO SCALE) [Z2] [3/4 "C, 2 #14, 1 #14 G] 15 CIRCUIT - - - - CIRCUIT IN OR UNDER FLOOR OR UNDERGROUND [A2] "CO [3/4 C, 2 #12, 1 #12 G] 20 I I BASEBOARD HEATER (BBH LENGTH AS SHOWN SIZE AS NOTED (), SHOWN, ir-G---... - G ® - ELECTRIC UNIT HEATER (EUH), SIZE AS NOTED GROUND ROD [B2] [3/4 "C, 2110, J10 G] 30 [C2] [3/4 C, 2 #8, 1 #10 G1 40 EXISTING CIRCUIT EXISTING CIRCUIT TO REMOVED [D2] [3/4 "C, 2 #6, 1 #8 G] 50 �� )( BE POINT OF GROUND BONDING POINT TO STEEL STRUCTURE, REBAR, PIPE, ETC. G GROUNDING CONNECTION (TYPE AS SHOWN OR NOTED) [E2] [1 "C, 2 #4, 1#6 G] 60 CONNECTION (POC) BETWEEN NEW AND EXISTING CIRCUIT [F2] [1 "C, 2 #4, 1#4 G] 70 TRI-R [G2] [1 1/4 „ C, 2 #2, 1 #4 G] 80 1 MOTOR HORSEPOWER FOR 3% VOLTAGE DROP ON 0 - 250' OR 250 - 500' CIRCUITS. 2 CONDUCTORS SIZED ON BASIS OF COPPER, THHN/THWN OR XHHW. CIRCUITS THROUGH 100A SIZED ON BASIS OF 67C. CIRCUITS GREATER THAN 100A SIZED ON BASIS OF 75C. CONDUIT SIZES BASED ON EMT, IMC, RGS, SCHEDULE 40 PVC, FLEXIBLE METAL CONDUIT, AND LIQUIDTITE FLEXIBLE METAL CONDUIT. 3 GROUND BASED UPON NEC TABLE 250.66. GROUND BASED UPON NEC TABLE 250.122. 5 MOUNT DEVICE 80" AFF TO BOTTOM OF DEVICES AT LOCATIONS SHOWN ON PLANS, UNLESS OTHERWISE NOTED. 6 MOUNT DEVICE 42" AFF ON CENTER OF DEVICES AT LOCATIONS SHOWN ON PLANS, UNLESS OTHERWISE NOTED. 7 MOUNT AT A MAXIMUM OF 96" AFF UNLESS APPROVED BY SYSTEM OWNER. 8 CONDUCTORS SIZED ON BASIS OF COPPER, TYPE DEL. • 0 CIRCUIT TURNED DOWN 0 CIRCUIT TURNED UP 7 G 0 QT CB G - COPPER CONDUCTOR, SIZE AS SHOWN TRI -D =DUAL ADDRESS INTERFACE DEVICE [H2] [1 1/4 "C, 2 #2, 1 #4 G] 90 - 0- P - BARE GROUND J -BOX & CONDUIT W/ PULL WIRE FOR FUTURE INSTALLATION, (S) S= SPECIAL RECEPTACLE THERMOSTAT CIRCUIT BREAKER [J2] [1 1/4"C, /4 „ C, 2 #1, 1#4 #4 G1 100 ® WF= WATERFLOW SWITCH, TS= TAMPER SWITCH, PS= PRESSURE SWITCH, DH HOLDER, DL FAIL SAFE =DOOR =DOOR LOCK, RELEASE El REMOTE LAMP TEST OR RESET STATION M MIMIC HORN ® BELL /STROBE O 00 HORN [K2] [1 1/4"C, 2#1/0, 1#4 G] 150 - 1 I- 7 CIRCUIT TERMINATION, TYPE AS NOTED l - BREAK LINE (FOR DRAWING CLARITY) -I SURFACE METAL RACEWAY (SMR), TYPE AS NOTED [L2] [1 1/2"C, 2#2/0, 1 #6 G] 175 [M2] [1 1 /2 "C, 2 #3/0, 1 #6 G] 200 [N2] [2 "C, 2 #4/0, 1 #4 G] 225 Design __� _ SURFACE METAL RACEWAY WITH INTEGRAL DEVICES GROUND BAR 30, 3W +G or 10, 3W +G (4 WIRES TOTAL) Drawn 1 1 WLITill1=1' CENTER - SPLINE CABLE TRAY UNO MOUNTED OC) CKT 1.0. CONDUIT AND WIRE 2 4 ( X CKT AMPS LADDER TYPE CABLE TRAY - P - PLUG MOLD ®40" AFF, (RECEPT. ®12" Q I STROBE Checked SYMBOL ONE - LINE AND RISER DIAGRAMS KICI HORN /STROBE n �J BELL [A3] [3/4 "C, 3 #12, 1 #12 G] 20 Die [B3] [3/4 "C, 3 #10, 1 #10 G] 30 EQUIPMENT CONNECTION MOTOR CONNECTION • SWITCH __ UNDERFLOOR FLUSH DUCT SYSTEM (THREE DUCTS ARE INDICATED, XXX Project No. 371047 C3 [ ] 3 3 1 / 4 ° C # 8 , # 10 G ] 40 � SIZE AS SPECIFIED ) [D3] [1 "C, 3 #6, 18 Gj 50 M.S. Project No. P.11161 Approvals CIRCUIT DESCRIPTOR: 1" (RACEWAY SIZE), 4 (QTY OF CIRCUIT 4 #8+ CONDUCTORS) #8 (AWG SIZE OF CIRCUIT CONDUCTORS), 1#10G 1#10 EGC (QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR) A 1,3,5 HOMERUN TO SOURCE OF SUPPLY (PANEL DESIGNATION AND BRANCH (7 SPARE) CIRCUIT NUMBERS AS SHOWN) 0 JUNCTION BOX C CHIME J JUNCTION BOX [E3] [1 "C, 3 #4, 1#6 G] 60 [F3] [ 1/4"C, 3 #4, 1 #4 G] 70 [G3] [1 1/4 C, 3 #2, 1 #4 0] 80 _`vim_ f PIV I POST INDICATING VALVE CONNECTION [H3] [1 1/4 C, 3 #2, 1 #4 G] 90 T SURGE ARRESTER S O IONIZATION SMOKE DETECTOR I - S ] EWSD SAMPLE PIPE WITH END CAP +4100001 EARLY WARNING SMOKE DETECTION PANEL WITH EXHAUST PORT Gal EARLY WARNING SMOKE DETECTION POWER SUPPLY [J3] [1 1/2 "C, 3 #1, 1 #4 G] 100 CUSTOMER Date OPERATIONS [K3] [1 1 /2 " C , 3 #1 /0, 1#4 #4 G] 150 JB JB= JUNCTION BOX, PB =PULL BOX, TB= TERMINAL BOX -� S S TVSS DEVICE CABLE TERMINATION TO BUS [L3] [2" C, 3 #2/0, 1 #6 G] 175 • SEAL -OFF FITTING LOW VOLTAGE CIRCUIT, NEC CLASS II (3 WIRES) HASHMARKS DENOTE No. OF CIRCUIT CONDUCTORS. IF NO HASHMARKS IG D SHOWN, PROVIDE 2 #12 AWG UNLESS OTHERWISE NOTED OR SPECIFIED. [M3] [2 "C, 3 #3/0, 1 #6 G] 200 Microsoft Mechanical Engineer Date [N3] [2 „ C, 3 #4/0, 1 #4 G] 225 Microsoft cable Engineeer _< 52 EO NUMBERC C U I ELECTRICALLY OPERATED) PE (52 =ANSI STANDARD [R3] [3 1/2"C, 3- 600KCM, 1#1/0G] 400 SYMBOL COMMUNICATIONS Microsoft Electrical Engineer [S3] 2 ea. [3 "C, 3- 300KCM, 1#1/0G] 500 -< XXXXAT /Th CIRCUIT BREAKER, DRAW OUT TYPE, XXXX AMP TRIP, YYYY AMP FRAME, �� AIC AS SHOWN V= VOICE, D =DATA, IC= INTERMEDIATE CROSS CONNECT, MC =MAIN CROSS [T3] 2 ea. [3 "C, 3- 35OKCM, 1 #2/0 G] 600 Engineering Manager CONNECT ■ TELEPHONE OUTLET, S= SILVER PHONE (WALL PHONE OR WEATHERPROOF) S ( ) ,� • WP/+54" WALL MOUNTED TELEPHONE RECEPT AT 54 " AFF, UNO ❑ DATA OUTLET <1 COMBINATION TELEPHONES /DATA OUTLET COMMUNICATIONS RACEWAY WITH TYPE OF SERVICE AS SHOWN T= TELEPHONE, TV= TELEVISION, S= SECURITY, C= COMPUTER, TV C CLOCK FA GROUND CONDUCTOR, IG= ISOLATED GROUND, D= DEDICATED. [X3] 3 ea. [4 "C, 3- 600KCM, 1- 250KCM G] 1200 Security Manager r l SYMBOL LIGHTING YYYYAF /-1 -<. �� CIRCUIT BREAKER, DRAW OUT TYPE WITH CURRENT LIMITING FUSE, S XXXX AMP TRIP, YYYY AMP FRAME, AIC AS SHOWN [Y3] 4 ea. 4"C, 3-600KCM, 1- 300KCM G ' 1600 FF&E PROJECT MANAGEMENT CRF LIGHTING FIXTURE IDENTIFIER [M3] 8 ea. _4 "C, 3- 600KCM, 1- 600KCM G 3000 [8B3] 10 ea. [4 "C, 3- 600KCM, 1- 500KCM G] 4000 RECESSED FLUORESCENT FIXTURE (SIZED TO SCALE) YYYYAF WATT HOUR METER WM WM =WATT METER, CM= CIRCUIT MONITOR, PM =POWER METER, A= AMMETER, V= VOLTMETER, K =KEY INTERLOCK [CC3] 12 ea. [4 "C, 3 600KCM, 1 700KCM G] 5000 Project Planner Date � n V lT FLEX RACEWAY CONNECTION 'WHIP") SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE (SIZED TO 30, 4W +G (5 WIRES TOTAL) Project Manager `�� Senior Project Manager CKT I.D. CONDUIT AND WIRE (2X4) CKT AMPS SCALE) [A4] [3/4 "C, 4#12, 1#12 G] 20 Development Manager t._ WALL MOUNTED FLUORESCENT FIXTURE (SIZED TO SCALE) nnnnnnnn aaakVA '"" -roY TRANSFORMER -KVA, PRIMARY AND SECONDARY VOLTAGE INDICATED. CONNECTIONS, K- RATING, AND SHIELD AS INDICATED OR SPECIFIED. nnnnnnnn =NAME aaa =kVA RATING xxx= PRIMARY VOLTAGE YYY L -N SECONDARY VOLTAGE zzz =L -L SECONDARY VOLTAGE - - /P= /PROGRAM, =FIRE ALARM, D =DATA, M= MONITOR SYSTEM CONDUIT, MM -XX =MULTI MODE FIBER OPTICS, SM -XX= SINGLE MODE FIBER OPTICS (XX= NUMBER OF STRANDS) /� [B4] „ [3/4 C, 4 #10, 1#10 G] 30 Project Manager [C4] [1 " C, 4 #8, 1 #10 G] 40 O STRIP FLUORESCENT FIXTURE (LENGTH AS SHOWN OR NOTED) 0 RECESSED, PENDANT, OR SURFACE FIXTURE PO WALL MOUNTED FIXTURE fD WALL WASHER FIXTURE (AIM TOWARD UNSHADED SIDE) V p TRACK MOUNTED FIXTURES (TRACK LENGTH TO SCALE, FIXTURE QTY B TV OUTLET S INTERCOM (W =WALL MOUNTED, M= MASTER STATION, S =SLAVE STATION) Quality Control Reviewer [D4] [1 C, 4 #6, 1 #8 G] " 50 [E4] [ ] " [1 1 4 C, 4 4, 1 6 G [ / # # G] 60 Quality Control FF &E Revisions No. Date Description [F4] [1 1/4" C, 4 #4, 1#4 G] 70 W Q SPEAKER, CEILING MOUNTED SPEAKER, WALL MOUNTED [G4] [1 1/2"C, 4 #2, 1#4 G] 80 PaNEL �nnnnnnnr XPH /yw PANELBOARD RATING AS SPECIFIED. SEE SCHEDULE. nnnnnnnnn = ( CHARACTERS) NAME (9 CHARACTERS xPH /yW =PHASE AND WIRE CONFIGURATION mmm =MCB OR MLO aaa =PANEL RATING [H4] [1 1/2 "C, 4 #2, 1 #4 G] 90 [J4] [2 „ C, 4#1, 1 #4 G] 100 1 1 AS SHOWN OR NOTED) ® EXIT SIGN, CEILING /PENDANT MOUNTED, SINGLE OR DOUBLE -FACE, WITH OR WITHOUT ARROWS AS SHOWN EXIT SIGN, WALL MOUNTED, SINGLE OR DOUBLE -FACE, WITH OR Ha EXIT WITHOUT ARROWS AS SHOWN CLOCK WITH BACKBOX [K4] [2 " C, 4#1/0, 1#4 G] 150 [L4] [2" C, 4 #2/0, 1 #6 G] 175 K) CLOCK OUTLET, RECESSED WITH HOOK [M4] [2" C, 4 #3/0, 1#6 G] 200 CONTROL DIAGRAMS MOTOR CONTROL CENTER [N4] [2 1/2" C, 4 #4/0, 1#4 G] 225 (R) PILOT LIGHT; R =RED, G= GREEN, A= AMBER, W =WHITE R1 CONTROL RELAY a o SELECTOR SWITCH [R4] 2 ea. [2 1/2" C, 4 #3/O, 1#1/0 G] 400 208Y/ 120V, 30 TRANSFORMER SECONDARY EMERGENCY LIGHT, BATTERY OPERATED IP II EMERGENCY LIGHTING FIXTURE WITH INTEGRAL BATTERY PACK �� ��� � XXXXAT CIRCUIT BREAKER WITH CURRENT LIMITING FUSE, XXXX AMP TRIP, CKT I.D. CONDUIT AND WIRE (2X3; CKT AMPS YYYY AMP FRAME [3L] [3/4 "C, q12, 1 #12 G] 15 Q EXISTING FIXTURES (R =NEW LOCATION FOR RELOCATED) 0 05/07/08 ISSUE FOR PERMIT p YYYYAF XX F>> [6L] „ [3/4 C, 4 #10, 1 #10 G] 25 = 1=H:1 EXISTING FIXTURES TO BE REMOVED c FLOODLIGHT, WALL MOUNTED (ARROWS INDICATE AIMING) 5 FLOODLIGHT, POLE MOUNTED (ARROWS INDICATE AIMING) AREA/STREET LUMINAIRE, POLE MOUNTED Registration .; a y • t' y ct q ��' , ,' o� `"° ' i •• 3528 r __ �, 'i . .. Key Plan RECEIVED CITY ®I= TUK1M1_A • MAY 1 3 Z008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL LEGEND 9 NOTES A N D ABBREVIATIONS Bin 0 1 [9L] [1 "C, 4 #8, 1#8 G] 35 FUSED SWITCH, XX FUSE AMPS, YY SWITCH AMPS POTENTIAL TRANSFORMER, FUSED, DRAW OUT TYPE 11 CONTACT, NORMALLY OPEN CONTACT, NORMALLY CLOSED [15L] [1 1/4" C, 4#4, 1#4 G] 60 30L [ ] 2 "C 1 1 4 G [ , 4# # ] 100 [45L] [2 „ C, 4 #1 /0, 1 #fi G] 150 POTENTIAL TRANSFORMER, FUSED, NON -DRAW OUT TYPE CURRENT TRANSFORMER AS= AMMETER SWITCH, VS= VOLTMETER SWITCH, WT =WATT TRANSDUCER [75L] [2 1/2"C, 4 #4/0, 1#2 G] 225 [112L] 2 ea. [2 1/2 C, 4 #3/0, 1 #1/O G] 400 __r__ WIRE CONNECTION t\ CIRCUIT BREAKER 480Y/277V 30 TRANSFORMER SECONDARY , AS a AREA /STREET LUMINAIRE, POST TOP MOUNTED CKT I.D. CONDUIT AND WIRE (2X3; CKT AMPS 0 UP LIGHT q \ ° `p MANUAL TRANSFER SWITCH (AAA =AMPS, P= POLES SWITCHED) -0 o- PUSHBUTTON, NORMALLY OPEN .-o_Lo- PUSHBUTTON, NORMALLY CLOSED [3H] [3/4 C, 4 #12, 1 #12 G] 15 [6H] [3/4 „ C, 4 #12, 1 #12 G] 15 SYMBOL SWITCHES [9H] [3/4 "C, 4 #12, 1 #12 G] 15 LCS SWITCH, 2 =TWO POLE SWITCH, 3= THREE -WAY SWITCH, 4 =FOUR -WAY SWITCH, D= DIMMER SWITCH (RATED 600W UNLESS OTHERWISE NOTED), $ K F =FAN SWITCH, K =KEYED SWITCH, L--LOW VOLTAGE SWITCH, M= MANUAL MOTOR STARTER, P= SWITCH WITH PILOT LIGHT, T =TIMER SWITCH, LO =LOW VOLTAGE OVERRIDE SWITCH, LVM =LOW VOLTAGE MASTER, a,b,c= MULTIPLE SWITCH STATION (SWITCHLEGS CONTROLLED INDICATED) AAA /P I [15H] [3/4 "C, 4 #10, 1410 G] 25 o D AUTOMATIC TRANSFER SWITCH (AAA =AMPS, P =POLES SWITCHED) AAA P USHBUTTON STATION, NORMALLY CLOSED, NORMALLY OPEN I p 7'�' I [30H] ['1 1/4 "C, 4#6, 1#6 G] 50 [45H] [1 1/4 C, 4 #4, 1 #8 G] 70 /P BUSWAY WITH BUS PLUG (SSS= SWITCH AMPS FFF =FUSE AMPS) /FFF [75H] [2" C, 4#1/O, 1#4 G] 125 _._.I SSS [112H] [2 "C 4 #2/0 1 #4 G] ' 17.5 LIGHTING CONTROL STATION (LCS), STATION NUMBER AS NOTED [150H] [2 1/2 "C, q4/0, 1 #2 G] 225 -A ® LOW VOLTAGE RELAY, SWITCH FROM WHICH CONTROLLED AS INDICATED PE PH OTOELECTRIC SWITCH 1-, EMERGENCY POWER OFF (EPO) BUSWAY WITH BUS PLUG (CCC = CIRCUIT BREAKER AMPS).. r wi , CCC I CKT I.D. CONDUIT AND WIRE (6 n [DC 1 ] 5 ea. [4" C, 2- 444.4KCM, 1-313.1KCM G l 1 BUSWAY WITH END TAP BOX ... _..... . SYMBOL RECEPTACLES PMCS =POWER MONITORING CONTROL SYSTEM, ENIM= ETHERNET NETWORK INTERFACE MODULE IF() SINGLE SINGLE RECEPTACLE NEMA 5 -20R DUPLEX RECEPTACLE NEMA 5 -20R, IG= ISOLATED GROUND, GFCI= GROUND FAULT CIRCUIT INTERRUPTER DOUBLE DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE NEMA 5 -20R, (T)=WITH J 4" I1* (T) SQUARE DEEP BOX < XXX,XXX > AMPERES FAULT AVAILABLE (SYMMETRICAL) - - �r CIRCUIT BREAKER GENERATOR 14 SPECIAL PURPOSE DUPLEX RECEPTACLE NEMA 5 -20R, EMERGENCY IMO ABOVE COUNTER RECEPTACLE Ike L6 -30R SINGLE PHASE RECEPTACLE, TYPE AS INDICATED THREE PHASE RECEPTACLE, TYPE AS INDICATED UPS iii =INPUT VOLTAGE 000 =OUTPUT VOLTAGE wv -kVA RATING LJ lv QQ00L A Z Z : O F ~ ] a��. 0_o > Z _ II II 0 II o 3 � =0 3 CRT CABLE RECEPTACLE RACEWAY STUB -UP WITH PEDESTAL FITTING AND WIRING DEVICE AS SHOWN 0• POKE THRU FITTING WITH FITTING AND WIRING DEVICE AS SHOWN -�- nnnnnnnn =NAME nnnn -. 1 WIREWAY ABOVE PANELBOARD 1 FLOOR BOX WITH PEDESTAL FITTING AND WIRING DEVICE AS SHOWN 1(1 FLOOR BOX WITH FLUSH MOUNTED DEVICE CEILING MOUNTED DUPLEX RECEPTACLE, 125V E 1-E, , i 5A - - < > DRAW OUT TYPE CIRCUIT BREAKER, SPACE EH NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH FUSE SIZE AS SHOWN I w < 8 > C,4 16 0 4 8 12 20 1/8"=1' -0" ging LJ La IM. EINE 11= 11� 11= I" a ITK5 /GEN - w • 1 i i ■ 11 , lil, _cw +a�s�r�evr -_wae s- ,: rrs�a . ■ EPMS XFER FEEDER KTER GENf3 FEEDER AUXILLLRY MASTER CEN#2 GE7T�1 XFKR FEEDER XFER TK5/RP -GEN3 TK5 /RP -GEN2, 73/RP -GENI /F M,5-4 Fort 1 MY3-{ _G ( 3011:11011 FOOD Kra 11- ROOM A TO& l" III11illl 1 Ice 1 TXS /UTS -1 FRONT 0 0 0 0 0 0 D 0 0 U/C (E)— -9 HVS 2E ESB2 TK5 /AT5- RTl1 -1 -7 TX5 /ATS -R 1J-1 -N TK5 /ATS- RnJ -P1 -1 TX5 /ATS- RTU -P1 -2 TE2 1 TK5 /A1S- RP -GEN1 TK5 /ATS- RP-GEN2 TK5 /ATS -RP -CEN3 1 1 1 1 u/G — TD2 HVS 2D 1 1 1 1 1 1 TK5 /ATS- M1-1 -1 1K5 /ATS- RTU -1 -2 MATS-ETU-1 -3 TK5 /ATS -RR1 -1 -4 TK5 /ATS- Rn1 -1 -5 TK5 /ATS- RTU -1 -6 2E2 2E1 2D 2G Sods: 1/11°4 TC2 HVS 20 U /C (E)- u 2B m TB 1 HVS 2B X FRONT FRONT 33 1 w TA2 1 HVS 2A 1 red TK5 /UPS -P1 FRONT TK5 /MOO -P1-4 TK5 /MOD -P1 -3 TK5 /MOO -P1 -2 TK5 /M00 -F1 -1 0 C 0 GENERAL NOTES FRONT TK5 /AT5-EF-1 -1 C 1X5 /ATS-EF -1 -2 C TK5/ATS- EF -1-3 C TK5 /A15- EF -1-4 IT 7X5 / ATS- EF -1 -5 C TK5 /ATS- EF -1 -5 T U4G_(E) 0_ c o B VERIFY ACTUAL FIELD CONDITIONS PRIOR TO WORK. COORDINATE WORK EFFORT WITH OTHER PROJECTS UNDER CONSTRUCTION IN SCOPE OF WORK AREA. HDP2D 1E2 A REFER TO DRAWING E —A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. C FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. UPS 2E3 TE1 C HVS ❑ 1E 0 � - ES -1 E LBDP - =1 - U HD P2C ELECTRICAL POWER PLAN - MV ROUTING HDP2E TD1 HVS 1D CO CO Cr) (f) (L (L HDP2B 1E2 1E1 1D 1 FLAG NOTES F SCC -2 TC1 HVS 10 r0 CNI c r - cV 0_ CL CL D HDP2A J Q 33 TB1 HVS 18 L m 33 0 0_ TA1 HVS 1A HDPIA rn 0 in 0_ 11 0 T 0 1 ROUTE NEW MV FEEDERS FROM EXISTING MV SWITCHGEAR, MSG -1. USE SPARE CUBICLES 52 -4 AND 52 -7 AND ROUTE VIA EXISTING UNDERGROUND CONDUIT(S) TO NEW XFMRS TK5 /UTS -1 AND TK5/UTS-2, LOCATED IN GENERATOR ROOM. 2 VERIFY THE LOCATION OF (2) EXISTING 6' CONDUITS ROUTED FROM MSG -1 TO THIS LOCATION. 3 VERIFY THE LOCATION OF (2) EXISTING 6" CONDUITS ROUTED FROM MSG -2 TO THIS LOCATION. 4 INTERCEPT BOTH CONDUIT RUNS AT MSG -1 CONDUIT ENDPOINT. CONDUITS SHALL BE JOINED TOGETHER AT THIS LOCATION. PROVIDE CONNECTION UNDERGROUND FOR TRANSITION FROM MSG -1 CONDUITS TO MSG -2 CONDUIT(S). CAP OPEN END OF MSG -2 CONDUITS FOR FUTURE. 7 33 ®1 - 11m n FE 9 0 a 5 SAWCUT THE EXISTING FLOOR FROM THE MSG -1 CONDUIT ENDPOINT TO THE TK5 /UTS -1 AND UTS -2 TRANSFORMER STUBUP LOCATIONS. 7 PROVIDE (2) 6' CONDUITS UNDERGROUND FROM MSG -2 CONDUIT END TO XFMR TK5 /UTS -1. 6 PROVIDE CONNECTION UNDERGROUND AT EXISTING MSG -2 CONDUIT ENDPOINT FOR TRANSITION TO NEW TRANSFORMER FEEDER CONDUITS. 8 PROVIDE (2) 6" CONDUITS UNDERGROUND FROM TK5 /UTS -1 TO XFMR TK5 /UTS -2. 1!1 C1 CALLISON TK5 DATA CENTER EXPANSION 3355 s 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Microsoft Mechanical Engineer Dote Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 CALLISOI1 www_callison_com ®� r TETS Design Team 371047 P-11161 Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Date Sheet Title /Number ELECTRICAL POWER PARTIAL PLAN FIRST FLOOR EC11 W LUMINAIRE SCHEDULE TYPE DESCRIPTION MANUFACTURER / CATALOG NO. LAMPS VOLTAGE INPUT WATTAGE REMARKS TYPE CITY F5 GENERAL PURPOSE CHANNEL, 4' 3LP T8 ELEC LITHONIA AF- 332 — MVOLT— GEB1ORS T8 3 277 88 F5E GENERAL PURPOSE CHANNEL, 4' 3LP T8 ELEC LITHONIA AF- 332 — MVOLT— GEB1ORS (EL) -B 3 277 88 PROVIDE WITH EMERGENCY BATTERY BACKUP EX1 LED EXIT SIGN LITHONIA LQM EL N LED 277 17 SINGLE OR DOUBLE FACE AS SHOWN %i7ir7i i /iil i3'SrXriirr'f73`rrfY2 i `r �Y)tYiJ'rrri /77)1/17, GENERATOR ROOM sag= virs.r o- Sods: VINT-O• MIN • 5 ■ i T1 Aak r x CrYP • ■ • TK5 /LP --1 -5 ) 71 ibe UPSIBATTERY ROOM .6 T 1 • 1 x x x 0 x x TK5 LP -1 -7 x x OP) 5 C(P) 1/8"=1-0" 12 20 GENERAL NOTES A REFER TO DRAWING E —A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. B FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. C FLAG NOTES INDICATED AS (TYP) APPLY TO LUMINAIRES OF SAME TYPE ON SHEET, UNLESS OTHERWISE NOTED. D REFER TO ARCHITECTURAL REFLECTED CEILING PLAN DRAWINGS FOR LIGHTING LOCATION COORDINATION. E REFER TO ARCHITECTURAL PLANS FOR SEISMIC BRACING OF LIGHT FIXTURES. FLAG NOTES 1 PENDANT MOUNT FIXTURE AT 13' -0' AFF. 2 MOUNT TYPE "EX1" LUMINAIRE AT 7' -6" AFF OR 6" ABOVE DOOR FRAME TO BOTTOM OF LUMINAIRE. PROVIDE (2) LENGTHS OF AIRCRAFT CABLE AT OPPOSITE CORNERS OF THE LUMINAIRE, FOR ADDITIONAL SWAY BRACING SUPPORT. CABLE SHALL BE ATTACHED TO LUMINAIRE AND ANCHORED TO CEILING DECK AT 45' ANGLE. THIS APPLIES TO GENERATOR ROOM ONLY. CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Dote Project Manager Project Manager No. Date 0 05/07/08 CALLISON www.callison.com IDC Senior Project Manager Development Manager Quality Control Reviewer Quality Control FF &E Design Team 371047 P.11161 Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Key Plan Bar Code Sheet Title /Number RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER ELECTRICAL LIGHTING PARTIAL PLAN FIRST FLOOR CTS Date LUMINAIRE SCHEDULE TYPE DESCRIPTION MANUFACTURER / CATALOG NO. LAMPS VOLTAGE INPUT WATTAGE REMARKS -HYPE QTY F19 PARAMAX PARABOLIC TROFFER 2'X4' 4" LVR 3 LP T8 18 CELL SEMI SPEC LVR 2 REFL LITHONIA 2PM4 -GB -332 -18LD- MVOLT- GEB10RS T8 3 277 112 Fl 9E PARAMAX PARABOLIC TROFFER 2'X4' 4" LVR 3 LP T8 18 CELL SEMI SPEC LVR 2 REFL LJTHONIA 2PM4-GB-332-18LD- MVOLT- GEB1ORS (EL) T8 3 277 112 PROVIDE WITH EMERGENCY BATTERY BACKUP F21 ARCHITECTURAL WRAPAROUND 11.25'X48" 2 LAMP T8 ELECT LITHONIA AW- 232- AR- MVOLT- GEB10RS T8 2 277 58 F21 E ARCHITECTURAL WRAPAROUND 11.25 2 LAMP T8 ELECT LITHONIA AW- 232 -AR- MVOLT- GEB10RS (EL) T8 2 277 g8 PROVIDE WITH EMERGENCY BATTERY BACKUP EX i LED EXIT SIGN LITHONIA LQM EL N LED 277 17 SINGLE OR DOUBLE FACE AS SHOWN C1 1/8 " =1-0n 12 20 A B 1 1 - 1E ..d1F113.0111 VIII AMIE. 2(1) /11 1111111! 111111M IMVAWINIFAIWA PliVAWAIIM 2 01 /11 A 111111 F19 MI Al MI/ CrYP 1 UNE WIN1/1 IN" IN 11 1 ■ ID MIMI A I /I A I • lia • 1 PI I IwAvilin NNW AllIrmild Al iiiii I III /I Ar iii ii 1 / /I AI 1 1 '011 AI Ak II p r .. 11 ■■11111 ill% WV 1 11F5 III P III ME /lir, 1111 " Air .. —2 D 4 F19 TK 5 /LP -1 — d- Cam' 6 (15 D F1 1 F19 F19 CfYP TYP) 19E 6 b 0 b A -T • TK5 /LP -1--6 6 Fl 9E .� (TY') 7 8 GENERAL NOTES (Z_B 8 8 Crp F1 9E 19 A REFER TO DRAWING E -A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. B FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. C FLAG NOTES INDICATED AS (TYP) APPLY TO LUMINAIRES OF SAME TYPE ON SHEET, UNLESS OTHERWISE NOTED. D REFER TO ARCHITECTURAL REFLECTED CEIUNG PLAN DRAWINGS FOR LIGHTING LOCATION COORDINATION. / �s 8 TK5 /LP -1 -8 / • • /1 0 II MOM 1 0 (TYP) 10 1 111ii En II 11111 11111 41 ,giliti I IVIG Immo mai r--r, 1 • _ � -10_ FLAG NOTES 10 10 (40. I 5 /LP- 0 EX1 -10 1 SURFACE MOUNT FIXTURE AT 12' -0" AFF. 2 MOUNT RECESSED IN CEIUNG GRID. 3 MOUNT TYPE "EX1" LUMINAIRE AT 7' -6' AFF OR 6' ABOVE DOOR FRAME TO BOTTOM OF LUMINAIRE. 4 PENDANT MOUNT FIXTURE AT 16' -0" AFF. CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER CALLISON www.callison.com IDC 371047 P.11161 Microsoft Mechanical Engineer Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 Design Team Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Key Plan Bar Code Sheet Title /Number E -D�31 Date Date RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER ELECTRICAL LIGHTING PARTIAL PLAN THIRD FLOOR i w liESIONEMTERSIEM 1/8 " =1' -0° 1 TK5 /RTU -1 -1 avrarsm+ it orn J TK5 /EF— TOIL -1I CLING SECTION NOI1J3S am 1 —1 -2 TK5 /RTU — 1 1 TK5 /RTU -1 -4 1 1 TK5 /EF -1 -1 1 TK5 /EF -1 -2 LUMINAIRE SCHEDULE TYPE DESCRIPTION MANUFACTURER / LAMPS VOLTAGE INPUT REMARKS CATALOG NO. TYPE QTY TK5 /RTU -1 -5 TK5 /EF -1 -4 - DN I U s DNI"aa] TK5/EF-1 —6 GENERAL NOTES 1 TK5 /RTU —P1 -1 1 1 TK5 /RTU —P1 -2 REFER TO DRAWING E -A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. FLAG NOTES INDICATED AS (TYP) APPLY TO LUMINAIRES OF SAME TYPE ON SHEET, UNLESS OTHERWISE NOTED. NaI L73S ONIIUW NOIIJSS CNI1U TK5 /RTU -1 -6 1 TK5 /RTU -1 -8 FLAG NOTES TK5 /LP -1 -9 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked CALLISON M.S. Project No. CALLISON www.callison.com Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E 0 05/07/08 Design Team 371047 P.11161 Approvals CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date '1 PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number RCHITECTS ELECTRICAL LIGHTING PARTIAL PLAN ROOF 4 "0 RELIEF VENT 2 "93 FO VENT- 18" SS EXH STACK(TYP 3) _22 A B D K K1 TK5 —GEN [C2 TK5 /RP-- GEN2 -5,7 [A3 T 5 PP -1 —2,4,6 J— II 11111 11 111111 II 4> 118 " =1' -0" A 1 Sado IW B W *4 TK5/RP—GEN3— 1 ,3 GENERATOR ROOM RP— GEN3 -4 TK5 /RP —GEN3 -8,10 TK5 /RP— GEN3 -4,6 D m 1111 111 II V rir I" A 1 i /UD' —P1B 7 / T Air As! Ad I ' ' i ia I AI A 11 1 4/ , I / �. I TK5 /MOD —P1 -3 —2 TK5 /MOD —P1 -1 [ 2 TK —P 1 K5 /LP -1 -1 OP- TK5 /ATS — RTU -1 -7 TK5/ATS—RTU — 1 —8 TK5 /ATS —RTU —P 1 -1 TK5 /ATS —RTU —P 1 -2 TK5 /ATS RP GEN1 TK5 /ATS— RP —GEN2 TK5 /ATS —RP —GEN3 TK5/ATS—RTU— 1 —1 TK 5/ATS—RTU— 1 —2 TK5/ATS—RTU— 1 —3 TK5/ATS—RTU— 1 —4 TK5/ATS—RTU— 1 —5 TK5 /ATS —RTU -1 -6 17 /AttAVA UPS /BATTERY ROOM eosin IW EM• riffi 17,1 17,1 GENERAL NOTES 0_ 0_ 0 Ln A REFER TO DRAWING E -A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. B VERIFY ACTUAL FIELD CONDITIONS PRIOR TO WORK. COORDINATE WORK EFFORT WITH OTHER PROJECTS UNDER CONSTRUCTION IN SCOPE OF WORK AREA. C FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. 114p 1 [A2_ FLAG NOTES 10' ROLL -UP DOOR. TKO /LP - 1 - 3 2 PROVIDE HOUSEKEEPING PADS) UNDER GENERATOR ROOM ELECTRICAL EQUIPMENT. SEE DETAIL 3 PROVIDE 6" REVEAL ON UPS HOUSEKEEPING PAD(S). 4 PROVIDE SPILL CONTAINMENT AT EACH UPS HOUSEKEEPING PAD. USE ANGLE IRON /STEEL, 3"x2", BOLTED AND EPDXYED TO HOISEKEEPING PAD. 5 CONDUIT ROUTED FROM UPS ROOM /DISTRIBUTION TO COLO ELECTRICAL EQUIPMENT AND ROOF MOUNTED MECHANICAL EQUIPMENT, VIA PIPE CHASE. 6 LOAD BANK CONTROLLER PANEL TK5/ATS—EF— 1 —1 TK5/ATS—EF— 1 —2 TK5/ATS—EF— 1 —3 TK5/ATS—EF— 1 —4 TK5/ATS— EF— 1 —5 TK5 /ATS —EF -1 —6 CALLISON CALLISON www.callison.com I D C TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. 371047 P.11161 CUSTOMER Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E Design Team Approvals OPERATIONS PROJECT MANAGEMENT ITS " "oMCT'S Date Date No. Date 0 05/07/08 Revisions Description ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL POWER PARTIAL PLAN FIRST FLOOR E -Ea�1 I w 0 4 8 12 20 1/8 " =1' -0n L5 -20R L5 -20R L5 -20R TK5 /RP -1 -14 L5 -20R K5 - P -1 � ,4 [D2 � 10 L5 -2dR -TK5 -R - -1 -16 X10 L5 -20R L5 -20R 12 (il r ,1 12 x-10 L5 -2dR T}( TK5 /RP -1 -10 GENERAL NOTES L5 -20R Q12 x__6 I. — VERIFY ACTUAL FIELD CONDITIONS PRIOR TO WORK. COORDINATE WORK EFFORT WITH OTHER PROJECTS UNDER CONSTRUCTION IN SCOPE OF WORK AREA. FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. REFER TO DRAWING E —A —01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. TK5 RP -1 -12 [B L5 -20R 5 TK5-RP-1-5,7 FLAG NOTES 1 VFD FOR ROOF MOUNTED EXHAUST FAN. 2 EPO CONTROL PANEL. 3 EPO PUSHBUTTON STATION. 4 HEAT TRACE CONTROLLER. SEE SPECIFICATION SECTION # # # ## FOR ADDITIONAL INFORMATION. Design Drawn Checked Date CALLISON XXX Project No. M.S. Project No CUSTOMER CALLISON www.callison.com Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 1 D C "�I :�y ` H S L : :1 I Microsoft TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team 371047 P.11161 Approva Is OPERATIONS Date Microsoft Mechanical Engineer Date PROJECT MANAGEMENT Project Planner Date Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL POWER PARTIAL PLAN THIRD FLOOR E -E -31 LLA LJ 4 "o RELIEF VENT 2 "0 FO VENT 1 8" SS EXH STACK(TYP 3) 1 TK5 /RTU -1 -1 EVAP CALLER 5 PP -1 -4 K5 /RP -1 - ## /PP-1 -### [B2 12" FLOOR SINK ON 4" CURB COALING S�CTIAN 9NI 3 TK5 /PP -1 -38 1 TK5 /RTU -1 -2 C2] _ iKS,/PP =tl 1" ICW 1 TK5 /RTU -1 I TK5 /RTU -1 -4 TK5 /EF -1 -1 0 1 TK5 /EF -1 -2 CV -I-10 TK5 /RTU -1 -5 1 TK5 /EF -1 -3 1 TK5 /EF -1 -4 I 3/4 "ICW 1 TK5 /EF -1 -5 1 TK5 /PP -1 -40 1 TK5 /RTU -P1 -1 1 TK5 /RTU -P1 -2 N' R F1-13 NAI133S 9NI1OECI TK5 /RTU -1 -6 1 TK5 /RTU -1 -7 1 TK5 /RTU -1 -8 C2] TK5 /RP- 1-- -35,41 Checked Date XXX Project No. M.S. Project No. CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Planner Date Project Manager 371047 P.11161 Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E Approvals PROJECT MANAGEMENT Revisions No. Date Description 0 05/07/08 ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER 0 4 8 12 20 118 " =1' -0" GENERAL NOTES A REFER TO DRAWING E -A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. B VERIFY ACTUAL FIELD CONDITIONS PRIOR TO WORK. COORDINATE WORK EFFORT WITH OTHER PROJECTS UNDER CONSTRUCTION IN SCOPE OF WORK AREA. C FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. D HEAT TRACE ROOFTOP UNIT ICW AND CONDENSATE DRAIN LINES. REFER TO SPECIFICATION SECTION 15488 FOR ADDITIONAL INFORMATION. COORDINATE WITH PLUMBING CONTRACTOR PRIOR TO ELECTRIC HEAT TRACING INSTALLATION. FLAG NOTES 1 POINT OF CONNECTION TO AIR HANDLER. COORDINATE EXACT STUB -UP LOCATION WITH MECHANICAL CONTRACTOR. 2 POINT OF CONNECTION TO COMBINATION HEAT TRACE POWER CONNECTION BOX AND CONTROLLER. FURNISH AND INSTALL CIRCUIT BREAKER EQUIPPED WITH GROUND -FAULT EQUIPMENT PROTECTION AT SOURCE PANEL 3 FURNISH AND INSTALL END SEALS WITH INDICATOR LIGHT FOR VISUAL INSPECTION OF HEATING CIRCUIT CONTINUITY. Design Drawn IDC CALLISON CALLISON www.callison.com u It M TK5 D ATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Bar Code Sheet Title /Number EE-R1 HIT ti,_ry T ELECTRICAL POWER P ARTIAL PLAN ROOF 0 F/ J.%////// J/////////// / // / / / //// / / / / / / / / / / / / / / / / / / /!� GENERATOR ROOM 11 Wig ► 60 z z U BEEN /'I ► II) T1 MIN T1 MP) Alt T1 v ,,ZZ,A e Er/ • � d � MEP. 4 , . r Ar A A AM Ar Ar reo ArA MEM ;?. dd I MV ��- fV 1i v � v (am) JAC i • cd ■ 60cd UPS /BATTERY ROOM sow vsair -o 0 4 8 12 1/8 " =1 -0" 20 GENERAL NOTES A DESIGN, LAY OUT FURNISH AND INSTALL COMPLETE AND OPERABLE FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72, LOCAL CODES, AND FM REQUIREMENTS AND AS SHOWN AND SPECIFIED. ELECTRICAL TO PROVIDE CONDUITS, BOXES, AND 120V POWER AS REQUIRED FOR SYSTEM. B PROVIDE ENGINEERED SHOP DRAWINGS COMPLETE WITH WIRING DIAGRAMS, SEQUENCE OF OPERATION, VOLTAGE DROP AND BATTERY CALCULATIONS, AS WELL AS STATE FIRE MARSHALL LISTING OF EQUIPMENT AND DEVICES FURNISHED, COMPLYING WITH THE CITY AND ADA REQUIREMENTS. C DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE EXTENT OF THE WORK. ACTUAL LOCATIONS AND QUANTITIES ARE DEPENDENT ON FINAL DESIGN. COORDINATE FINAL LOCATION OF DEVICES WITH OTHER TRADES. D OBTAIN FIRE MARSHALL APPROVAL OF SHOP DRAWINGS PRIOR TO INSTALLATION. E CONDUIT ROUTING TO FIELD DEVICES SHALL BE DETERMINED AND SIZED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE CONDUIT ROUTING WITH OTHER TRADES. ROUTE CONDUIT SIZE AND PERCENT FILL SHALL BE SUBMITTED FOR REVIEW. F FIELD DEVICE TAGS ARE TO BE PROVIDED BY THE CONTRACTOR. G CONDUIT COLOR CODING SCHEDULE, ELECTRICAL IDENTIFICATION SPECIFICATION SECTION 16075. FLAG NOTES ✓! 1 FURNISH AND INSTALL HEAT DETECTOR. REFER TO COLUMN v l J/13 FOR PANEL LOCATION. 2 FURNISH AND INSTALL WALL MOUNTED SPEAKER /STROBE COMBINATION AT 90" ABOVE FINISHED FLOOR. Mkiosoft• TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Dote ;CO: Project No. M.S. Project No. CUSTOMER Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 CALLISON CALLISON www.calllson.com IDC Design Team 371047 P.11161 Approva Is OPERATIONS PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL FIRE ALARM PARTIAL PLAN FIRST FLOOR E -F -11 Date C14 0 4 8 12 20 lArtarloommi 1/8 " =1' -0n A 30cd B 15cd 15cd 30cd a 30cd 1 H-FRRI=1 n D 60cd GENERAL NOTES A DESIGN, LAY OUT, FURNISH AND INSTALL COMPLETE AND OPERABLE FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72, LOCAL CODES, AND FM REQUIREMENTS AND AS SHOWN AND SPECIFIED. ELECTRICAL TO PROVIDE CONDUITS, BOXES, AND 120V POWER AS REQUIRED FOR SYSTEM. B PROVIDE ENGINEERED SHOP DRAWINGS COMPLETE WITH WIRING DIAGRAMS, SEQUENCE OF OPERATION, VOLTAGE DROP AND BATTERY CALCULATIONS, AS WELL AS STATE FIRE MARSHALL LISTING OF EQUIPMENT AND DEVICES FURNISHED, COMPLYING WITH THE CITY AND ADA REQUIREMENTS. C DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE EXTENT OF THE WORK. ACTUAL LOCATIONS AND QUANTITIES ARE DEPENDENT ON FINAL DESIGN. COORDINATE FINAL LOCATION OF DEVICES WITH OTHER TRADES. 30cd 60 60cd 60c cd 0 0 ®-- olde 30cd A 60 60c cd 60cd D OBTAIN FIRE MARSHALL APPROVAL OF SHOP DRAWINGS PRIOR TO INSTALLATION. E CONDUIT ROUTING TO FIELD DEVICES SHALL BE DETERMINED AND SIZED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE CONDUIT ROUTING WITH OTHER TRADES. ROUTE CONDUIT SIZE AND PERCENT FILL SHALL BE SUBMITTED FOR REVIEW. F FIELD DEVICE TAGS ARE TO BE PROVIDED BY THE CONTRACTOR. G CONDUIT COLOR CODING SCHEDULE, ELECTRICAL IDENTIFICATION SPECIFICATION SECTION 16075. 60cd r 60cd 00 0 O 4 1 5cd FLAG NOTES S 30cd r OYP) 1 FURNISH AND INSTALL HEAT DETECTOR. REFER TO COLUMN H/14 FOR PANEL LOCATION. 2 FURNISH AND INSTALL CEILING MOUNTED STROBE. 3 FURNISH AND INSTALL WALL MOUNTED SPEAKER /STROBE COMBINATION AT 9 f ABOVE FINISHED FLOOR. K IMO I i ,,1EDNEV OrAgr F: gya M iciosoft® TK5 DATA CENTER EXPANSION 3355 S 124th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER CALLISON Microsoft Mechanical Engineer Dote Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 CALLISON www.callison.com IDC 371047 P.11161 k Design Team Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description Registration ISSUE FOR PERMIT Key Plan ■■- Bar Code Sheet Title /Number RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER ELECTRICAL FIRE ALARM PARTIAL PLAN THIRD FLOOR EF31 Date 0 4 8 12 20 Itrifizer 1/8" =1-0" F ii iiiiiiiiiiiirr�iiiiii�iiil��r�iirriiiiii�iiirrr�ii�� TK5 /GEN -3 TK5 /GEN -2 TK5 /GEN -1 GENERATOR ROOM FEEDER FEEDER MASTER FEEDER TK5 /RP —GEN3 TK5 /RP —GEN2 TK5 /RP —GEN1 XFER . TK5/UTS— 1 1111111111111111 1111111111111111 10 !: U S.) FRONT FRONT SIIOII TK5 /ATS— RTU —P1 -2 TK5 /ATS— RP —GEN1 TK5 /ATS —RP —GEN2 TK5 /ATS —RP —GEN3 TK5/ATS—RTU-1 — 1 TK5/ATS—RTU— 1 —2 TK5 /ATS —RTU -1 -3 TK5/ATS— RTU — 1 —5 TK5/ATS—RTU — 1 — TK5 /SUB —MBP FRONT UPS/BATTERY ROOM GENERAL NOTES VERIFY ACTUAL FIELD CONDITIONS PRIOR TO WORK. COORDINATE WORK EFFORT WITH OTHER PROJECTS UNDER CONSTRUCTION IN SCOPE OF WORK AREA. CONDUCTORS ARE #4/0 BARE COPPER, MINIMUM, UNLESS OTHERWISE NOTED. REFER TO DRAWING E —A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. G — G— r TK5 /UD. —P1B FRONT FRONT TK5 /MOD —P 1---4 TK5/MOD—P1 —3 TK5/MOD—P1 —2 TK5 /MOD —P1 --1 FLAG NOTES FRONT 2 EXTEND GROUND CONDUCTOR AND BOND TO MEDIUM VOLTAGE TRANSFORMERS. EXTEND GROUND CONDUCTORS IN 3/4" PVC ROOM TO UPS /BATTERY ROOM GROUND BUS. TK5/ATS—EF— 1— 1 TK 5/ATS—EF— 1-2 TK5/ATS—EF-1 —3 TK5 /ATS— EF -1--4 TK5 /ATS— EF -1--5 TK5 /ATS-- EF -1 -6 1 EXTEND GROUND CONDUTORS TO EXISTING BUILDING GROUNDING GRID. GROUNDING SYSTEM AT CONDUIT FROM GENERATOR TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date Design Team 371047 P.11161 Approvals PROJECT MANAGEMENT Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration Key Plan Bar Code RECEIVED CITY OF T UKWlfILA MAY 13 2008 PERMIT CENTER CALLISON CALLISON www.callison.com IDC c Sheet Title /Number ELECTRICAL GROUNDNG PARTIAL PLAN FIRST FLOOR EG11 I c6 uuu LILT u 1 /8 " =1' -0n 12 20 A B D GENERAL NOTES A REFER TO DRAWING E —A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. B VERIFY ACTUAL FIELD CONDITIONS PRIOR TO WORK. COORDINATE WORK EFFORT WITH OTHER PROJECTS UNDER CONSTRUCTION IN SCOPE OF WORK AREA. C FIELD COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. D CONDUCTORS ARE #4/0 BARE COPPER, MINIMUM, UNLESS OTHERWISE NOTED. 2� 1 NOTE 2 NOTE FLAG NOTES CALLISON CALLISON www.callison.com !DC C TS oft® TK5 D ATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. Design Team 371047 P.11161 CUSTOMER Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 Approvals OPERATIONS Microsoft Mechanical Engineer Date PROJECT MANAGEMENT Project Planner Date Revisions Description ISSUE FOR PERMIT Registration Date Key Plan Bar Code Sheet Title /Number RECEIVED CITY OF TUKVVILA MAY 13 2008 PERMIT CENTER EmG ELECTRICAL GROUNDING P ARTIAL PLAN, THIRD FLOOR W 50/51 1200A it. 50/51N 50/51 4000 4000 .3000 3200 4000 4000 3000 4000 3000 3200 LSIG 3000 3200 (2) 6 "C, 3 #350KCM 35KV PER PHASE 1 #2/0 NEUTRAL, 1 #2/0 GROUND [S3 600:5 MRCT (TYP) 1200A °) 52 -4 ° 50 :5 1200A 52 -1 1 NC BUS #1 TO SITE POWER DISTRIBUTION it 3—LA 4 4000 N w (1) 1 a 6" C -- 3 — 1/C #350KCMIL, 35KV, 1 #2/0 GROUND 1 450 600 450 600 S3] [S3 600/3 50K AIC 450 600 450 600 S ] TK5 /SUB —M1 4000A, 480V, 3PH, 3W 100KA AIC N I— < „ [S3 600/3 50K AIC 1 w cn w TK5 /SUB —M2 4000A, 480V, 3PH, 3W 100KA AIC 1 600 450 600 S ] ■■ 11 ■r 11 0 11 rr I NI 0 I I 11 Alb 11 rr 11 rr VFD rr 11 VFD • ■r LI VFD • rr 11 VFD • r■ I NI VFD • 60 60 0 11 VFD • 400 600 0 LI /I r 400 600 rr 11 150 150 0 11 rr 150 150 0 11 rr TK5 /LP -1 3PH /4W MCB 0 Po- 1 70 150 11 rr 5/RP —G 3PH /4W MCB 70 150 5 /RP—G 3PH /4W MCB 70 150 hi 0 5 /RP—G 3PH /4W MCB 1 1 450 ) 600 150 150 [S3 600/3 50K AIC 27KV SWITCHGEAR - MSG -1 27KV, 3PH, 4W, 1200A BUS 6" C — 3 — 1/C #350KCMIL, 35KV 1 #2/0 NEUTRAL, 1 #2/0 GROUND i 1 450 600 MICROPROCESSOR BASED RELAY AND METERING 450 600 S ] [S3 600/3 50K AIC 1 r 450 600 450 600 S3] [S3 600/3 50K AIC i 6"C — 3 — 1/C #350KCMIL, 35KV, 1 #2/0 GROUND i 450 600 S3] [53 600/3 50K AIC 1 450 600 450 600 600/3 50K AIC 27KV, 3PH, 4W, 1200A BUS BUS #2 AS • S3] [S3 1 1 450 600 600:5 MRCT (TYP) 1200A °) 52 -7 450 600 600/3 50K AIC TK5 /RTU -1 -1 TK5 /RTU -1 -2 TK5 /RTU -1 -3 TK5 /RTU -1 -4 TK5 /RTU -1 -5 TK5 /RTU -1 -6 TK5 /RTU -1 -7 TK5 /RTU -1 -8 387FLA 387FLA 387FLA 387FLA 387FLA 387FLA 387FLA 387FLA S3] [E3 TO SITE POWER DISTRIBUTION O (2) 6 "C, 3 #350KCM, 1 #2/0 GROUND 1 #2/0 NEUTRAL NC 1200A °- 1200A 52 -8 52 -9 60 E3] E3] [E3 0 w v) 0_ 1200 MRCT ° 52M2 -- -2 1200A 1 60 150/3 150/3 w [E3 60 60 60 6"C — 3 — 1/C #350KCMIL, 35KV 1 #2/0 NEUTRAL, 1 #2/0 GROUND 60 E3] [E3 z w L 60 60 60 60 150/3 E3] [E3 60 60 60 60 150/3 E3] [E3 600 1 150/3 TK5 /EF -1 -1 TK5 /EF -1 -2 TK5/EF-1 —3 TK5 /EF -1 -4 TK5 /EF -1 -5 TK5 /EF -1 -6 25HP 25HP 25HP 25HP 25HP 25HP 125E A Y7a- T 4000 4000 ,l. LSIG 1 r FAQ "\ 400 1400 60 600 J 600 E3] [R3 TK5 /UTS -1 3500 /3920 /5250kVA AA /AA /FA 600 26.4/15.3 kV-480/277V Z =6.25% BB3] TK5 /GPS -1 6000A, 480V, 3PH, 3W 150KA AIC 4000 4000 LSIG BB3] r I CE 1 ( c I C7 r L 600/3 50K AIC TK5/RTU—P1 —1 369FLA R3] —[R3] [R3 cn H 600/3 50K AIC TK5 /RTU- -P1- -2 369FLA [K3 [K3 K3] Q TK5/T —PP -1 75KVA Y 480Y/277V 480V— Y PANEL TK5 /PP - 1 3PH /4W MCB 195A 150 150 150/3 K3] [75H] TK5 /GEN -1 TK5 /GEN -2 TK5 /GEN -3 2500KW 2500KW 2500KW 480V 480V 480V DIESEL ENGINE DIESEL ENGINE DIESEL ENGINE GENERATOR GENERATOR GENERATOR [K3 [E3 Y LSIG v LSIG v LSIG Y 1 TK5 /SUB —MBP 4000A, 480V, 3PH, 3W 15OKA AIC LSIG 4000 4000 BB3] [30L] O PANEL TK5/RP -1 3PH /4W MCB too,, 150 150 150/3 K3] AA3] TK5/T --LP -1 75KVA 480V— = 480Y/277V 75H] Q TK5 /T —RP -1 30KVA t-Y-,r-�r1 480V— Y 208Y/120V 4000 4000 LSIG [F3 (TYP. OF 3 [F3 BB3] 4000 4000 M3] 1 .1 150 150/3 F3] [F3 w < iz z 0 2 T L [F3 4000 4000 70 150 150/3 ] [F3 [F3 M3] LOAD BANK 3000KW, 480V 70 150 r7 . z w C0 a ct F- 150/3 TK5 /UTS -2 3500 /3920 /5250kVA AA /AA /FA 26.4/ 15.3kV- 480/277V Z=6.25% LSIG 4000 4000 BB3] 450 J 600 F3] SPARE SPARE SPARE SPARE 150 150 FLAG NOTES 4000 4000 LSIG ___] 600 1 J 600 125E A Y — T 14000 )4000 � LSIG M3] BB3] 4000 4000 LSIG 1 22.5KVA POWER CENTER, 480V PRIMARY, 208Y/120V SECONDARY. SIEMENS CATALOG NUMBER 3LPCO22. Design Drawn Checked Date CALLISON XXX Project No. M.S. Project No. CUSTOMER Security Manager FF &E Project Manager Project Manager No. Date 0 05/07/08 CALLISON www.callison.com IDC Microsoft Mechanical Engineer Microsoft Cable Engineeer Senior Project Manager Development Manager Quality Control Reviewer Quality Control FF &E TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team 371047 P.11161 Approvals OPERATIONS Microsoft Electrical Engineer Engineering Manager PROJECT MANAGEMENT Project Planner Date Revisions Description I T C T S ISSUE FOR PERMIT Date Date Registration Key Plan Bar .Code Sheet Title /Number RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER ELECTRICAL ONE -LINE DIAGRAM E#1O1 3 L TK5 /SUB -P1 3000A, 480V, 3PH, 3W 100KA AIC 400A (TYP) [S3 Y )500 500 )�) ) 400 500 600 600 300KVA PDU -1A -1 65KA AIC 500 ELQ 0-[S3] 500 300KVA 480V- 208Y/120V 400 o-[R4] RPP -1A -1 400A, 3P, 4W 400 22KA AIC ) 400 RPP -1A -9 400A, 3P, 3W 22KA AIC 3000 3200 1600 1600 1600 1600 1600 1600 1600 1600 3000 3200 TK5 /UDS -P1A 3000A, 480V, 3PH, 3W 100KA AIC o - -[R4] 500 500 500 600 600 300KVA PDU -1A -2 65KA AIC Y 2000A DC DISC. (TYP) V) r )500 500 ) ) 500 500 ) 300KVA 480V- 208Y/120V ±400 R4] 11 11 11 11 RPP -1A -2 400A, 3P, 4W 400 22KA AIC ) RPP -1A -10 400A, 3P, 3W 400 ) 22KA AIC ) MOD -P1 -4 MOD -P1 -3 MOD -P1 -2 MOD -P1 -1 750KVA /675KW 480V UPS N +1 MODULES R4] Y 11 11 11 11 500 500 600 600 [S3] -0 o- --[S3] [S3] --o 300KVA PDU -1A -3 65KA AIC 500 )) ) I 7 300KVA 480V- 208Y/120V 400 RPP -1A -3 400A, 3P, 3W 22KA AIC RPP -1A -11 400A, 3P, 3W ) 22KA AIC pN 400 LSI 3000 4000 1200 1600 LSI 1200 1600 LSI 1200 1600 LSI 1200 1600 LSI 3000 4000 LSI TK5 /UPS -P1 3000A, 480V, 3PH, 3W 100KA AIC 500 500 600 600 [S3] - o 0.--[S3] 300KVA PDU -1A -4 65KA AIC Y 300KVA 480V- 208Y/120V RPP -1A -12 400A, 3P, 3W 22KA AIC LSI 3000 4000 LSI 3000 4000 LSI 3000 4000 RPP -1A -4 400A, 3P, 3W ) 22KA AIC ) 400 T 3000 3200 [AA3] 3000 3200 T 30 l 40 J 3200 3000A BUS DUCT 3000 3200 1 3000 3200 0 o - [AA3] RPP -1A -5 400A, 3P, 3W 400 ) 22KA AIC 1 RPP -1A -13 400A, 3P, 3W ) 22KA AIC 400 500 1 3000/3 TK5 /ATS- UDS -P1 B 100K AIC T 1 3000 3200 Y 300KVA PDU -1A -5 65KA AIC [S3] -o 0-[S3] [S3 ]-o 500 500 600 600 500 500 ) 1 ) 500 `' ) A ) 300KVA ldob! 480V- 208Y/120V 500 400 TK5 /UDS -P1B 3000A, 480V, 3PH, 3W 100KA AIC 300KVA PDU -1A -6 65KA AIC 500 RPP -1A- -6 400A, 3P, 3W 400 22KA AIC ) RPP-1A-14 400A, 3P, 3W 400 22KA AIC ) 400 -L 500 500 600 600 n ) 300KVA 480V- 208Y/120V Y ))))�) o--[S3] [S3] -0 0-[S3] [R4 o--[R4] 500 RPP -1A -7 400A, 3P, 4W 400 22KA AIC ) 1 400 300KVA PDU -1A -7 65KA AIC RPP -1A -15 400A, 3P, 3W 400 22KA AIC ) 500 500 600 600 0 ) 300KVA !� 480V- Y 208Y/120V )))) [R4} -o o-[R4] RPP -1A -8 400A, 3P, 4W 400 ) 22KA AIC ) [S3 1 300KVA PDU -1A- -8 65KA AIC Y RPP -1A -16 400A, 3P, 3W 400 22KA AIC ) FLAG NOTES 1 3000A MAIN AND 11E CIRCUIT BREAKERS ARE ELECTRICALLY INTERLOCKED. 300KVA 480V- 208Y/120V Q- [R3](TYP,UNO) Design Drawn Checked Date CUSTOMER FF &E No. Date CALLISON TK5 DATA CENTER EXPANSION 3355 5 120th PL Tukwila, WA 98168 XXX Project No. M.S. Project No. CALLISON www.callison.com Microsoft Coble Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E 0 05/07/08 IDC A =, C " �T Design Team 371047 P.11161 Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Key Plan Bar Code Sheet Title /Number EHO2 Date Microsoft Mechanical Engineer Date Project Planner Date T RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER ELECTRICAL ONE-LINE DIAGRAM a CABLE TRAY G UTILITY SUPPLY 27MV MAIN SWITCH (SERVICE ENTRANCE EQUIPMENT) TO POWER CABLE SHIELDS GROUND BUS 27MV- 480Y/277V TRANSFORMER FLOOR PEDESTAL WIREWAY 0 GROUND BUS 480V SUBSTATION GROUND BUS REBAR IN FLOOR G RAISED FLOOR GROUND PLATE ON COLUMN TO BUILDING INTERIOR WATER MAIN MAIN GENERATOR ROOM GROUNDING BUSBAR GROUND PLATE -o— G I GROUND PLATE ON • GROUND FLOOR COLUMN HAZARDOUS PROCESS PIPING e- DAY FUEL TANKS EMERGENCY GENERATOR EMERGENCY GENERATOR SWITCHGEAR GROUND BUS 480V SECONDARY UNIT SUBSTATION GROUND BUS UPS SUBSTATION A GROUND BUS UPS 480V SECONDARY UNIT SWITCHBOARD NEUTRAL BUS GROUND BUS G EXISTING COPPER —CLAD GROUND ROD OR TEST WELL Q (TYP FOR TEST POINTS) UPS ROOM EXPOSED GROUNDING BUSBAR RISER BUILDING STEEL G G 75KVA 480- 480Y/277V TRANSFORMER A 480Y/277V PANELBOARD 30KVA 480- 208Y/120V TRANSFORMER A 208Y/120V PANELBOARD STANDARD RECEPTACLE 0 0 0 GENERAL NOTES A THIS DRAWING IS FOR GROUNDING REFERENCE. SEE DRAWINGS AND SPECIFICATIONS FOR OTHER REQUIREMENTS. B MAIN AND EQUIPMENT BONDING JUMPERS VARY WITH RATINGS. C GROUNDED (NEUTRAL) CONDUCTORS SHOWN FOR ILLUSTRATION ONLY. KEYED NOTES 1 EXISTING BUILDING GROUND GRID. 2 HIGH RESISTANCE GROUND NOT AT ALL FACILITIES. MINIMUM OF #6 AWG COPPER. SIZE PER NEC TABLE 250 -66 (12.5 %) RULE IF NO RESISTOR. 3 NOT USED. 4 GROUNDING ELECTRODE CONDUCTOR SIZED PER NEC TABLE 250 -66. 5 EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC TABLE 250 -122. 6 GROUNDING ELECTRODE CONDUCTOR TO MAIN GRID, SIZE #4/0 AWG, AS REQUIRED. 7 MAIN BONDING JUMPER, SIZE PER NEC 250 -28(d) (NEC TABLE 250 -66, 12.5% RULE). 8 EQUIPMENT BONDING JUMPER, SIZE PER NEC 102 AND TABLES 250 -66 AND 250 -122. 9 GROUNDED CONDUCTOR (NEUTRAL), SIZE PER PROJECT DESIGN CRITERIA. MATCH PHASE WIRE AS A MINIMUM. 10 NOT USED. 11 #2 AWG LOOP WITH #6 AWG TAPS. 12 #6 AWG TAP. 13 NOT USED. Design Drawn Checked Date CUSTOMER CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 XXX Project No. M.S. Project No. IDC Microsoft Mechanical Engineer Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Dote 0 05/07/08 CALLISON www.callison.com 371047 P.11161 Approvals Revisions Description Key Plan Bar Code Design Team OPERATIONS ISSUE FOR PERMIT Registration Sheet Title /Number IT E -H -10 ELECTRICAL GROUNDING SCHEMATIC DIAGRAM Date Date RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER Microsoft Electrical Engineer Engineering Manager Security Manager FF &E PROJECT MANAGEMENT Project Planner Date Project Manager CABLE TRAY G UTILITY SUPPLY 27MV MAIN SWITCH (SERVICE ENTRANCE EQUIPMENT) TO POWER CABLE SHIELDS GROUND BUS 27MV- 480Y/277V TRANSFORMER FLOOR PEDESTAL WIREWAY 0 GROUND BUS 480V SUBSTATION GROUND BUS REBAR IN FLOOR G RAISED FLOOR GROUND PLATE ON COLUMN TO BUILDING INTERIOR WATER MAIN MAIN GENERATOR ROOM GROUNDING BUSBAR GROUND PLATE -o— G I GROUND PLATE ON • GROUND FLOOR COLUMN HAZARDOUS PROCESS PIPING e- DAY FUEL TANKS EMERGENCY GENERATOR EMERGENCY GENERATOR SWITCHGEAR GROUND BUS 480V SECONDARY UNIT SUBSTATION GROUND BUS UPS SUBSTATION A GROUND BUS UPS 480V SECONDARY UNIT SWITCHBOARD NEUTRAL BUS GROUND BUS G EXISTING COPPER —CLAD GROUND ROD OR TEST WELL Q (TYP FOR TEST POINTS) UPS ROOM EXPOSED GROUNDING BUSBAR RISER BUILDING STEEL G G 75KVA 480- 480Y/277V TRANSFORMER A 480Y/277V PANELBOARD 30KVA 480- 208Y/120V TRANSFORMER A 208Y/120V PANELBOARD STANDARD RECEPTACLE 0 0 0 GENERAL NOTES A THIS DRAWING IS FOR GROUNDING REFERENCE. SEE DRAWINGS AND SPECIFICATIONS FOR OTHER REQUIREMENTS. B MAIN AND EQUIPMENT BONDING JUMPERS VARY WITH RATINGS. C GROUNDED (NEUTRAL) CONDUCTORS SHOWN FOR ILLUSTRATION ONLY. KEYED NOTES 1 EXISTING BUILDING GROUND GRID. 2 HIGH RESISTANCE GROUND NOT AT ALL FACILITIES. MINIMUM OF #6 AWG COPPER. SIZE PER NEC TABLE 250 -66 (12.5 %) RULE IF NO RESISTOR. 3 NOT USED. 4 GROUNDING ELECTRODE CONDUCTOR SIZED PER NEC TABLE 250 -66. 5 EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC TABLE 250 -122. 6 GROUNDING ELECTRODE CONDUCTOR TO MAIN GRID, SIZE #4/0 AWG, AS REQUIRED. 7 MAIN BONDING JUMPER, SIZE PER NEC 250 -28(d) (NEC TABLE 250 -66, 12.5% RULE). 8 EQUIPMENT BONDING JUMPER, SIZE PER NEC 102 AND TABLES 250 -66 AND 250 -122. 9 GROUNDED CONDUCTOR (NEUTRAL), SIZE PER PROJECT DESIGN CRITERIA. MATCH PHASE WIRE AS A MINIMUM. 10 NOT USED. 11 #2 AWG LOOP WITH #6 AWG TAPS. 12 #6 AWG TAP. 13 NOT USED. Design Drawn Checked Date CUSTOMER CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 XXX Project No. M.S. Project No. IDC Microsoft Mechanical Engineer Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Dote 0 05/07/08 CALLISON www.callison.com 371047 P.11161 Approvals Revisions Description Key Plan Bar Code Design Team OPERATIONS ISSUE FOR PERMIT Registration Sheet Title /Number IT E -H -10 ELECTRICAL GROUNDING SCHEMATIC DIAGRAM Date Date RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER CIRCUIT XYZ 1 20A • ARMED 0 TEST 0 BYPASS ARMED 0 TEST BYPASS ARMED TEST BYPASS FOR USE BY OTHERS (SYSTEM MONITORING) R101 R102 11 R103 11 R102 .a 0 EPO 2 -2A SYSTEM RESET R101 R102 H IS 120V R101 R102 R202 111 R101 I 1 R202 1 I R103 i TK5 COMPUTER ROOM 2 EPO CONTROL PANEL — SIDE "A" EPO POWER ON 0 EPO SHUTDOWN HVAC SHUTDOWN • R12 co Ri 4 32 EPO ARMED R103 EPO TEST MODE EPO IN BYPASS ALARM HORN AND STROBE TEST ROTATING BEACON 0 NEUTRAL UPS FEEDER SHUTDOWN HVAC SHUTDOWN R11 -1 R11 -2 R11 -4 R11 -6 R12 -1 R12-2 R12-3 R12-4 R12 -5 R12 -6 [ 1 ✓ l I.I L =J F=1 • I I.1 L =J r =1 ▪ • l 1 1 1. L =J F r1 I.1 L_J F=1 r I I 1. L =J F=1 1 --• I EPO TERMINAL TK5 /UDS —P1A I 1 TK5 /PDU -1A -6 1 • 1 SIDE "A" L =J F=1 r1 I •I L F=1 I--• 1 EPO TERMINAL TK5/UDS—P1A TK5 /PDU -1A -8 • I SIDE "A" • • L -J • • • EPO TERMINAL TK5 /UDS —P1A TK5 /PDU -1A -1 SIDE "A" EPO TERMINAL TK5/UDS—P1A TK5 /PDU -1A -2 SIDE "A" EPO TERMINAL TK5/UDS—P1A TK5 /PDU -1A -3 SIDE "A" EPO TERMINAL TK5 /UDS —P1A TK5 /PDU -1A -4 SIDE "A" SPARE SPARE EPO TERMINAL TK5 /UDS —P1A TK5 /PDU -1A -5 SIDE "A" EPO TERMINAL TK5 /UDS —P1A TK5 /PDU -1A -7 SIDE "A" SPARE SPARE EVERYTHING SHOWN WITHIN THIS DASHED RECTANGLE IS LOCATED WITHIN THE SIDE "A" EPO CABINET WITH THE EXCEPTION OF THE EPO PUSHBUTTONS, ALARM STROBE, AND TEST ROTATING BEACON. REFER TO FLOOR PLANS FOR EPO PUSHBUTTON LOCATIONS. ALARM STROBE AND TEST ROTATING BEACON SHALL BE LOCATED ABOVE CORRESPONDING EPO CONTROL PANEL. R13 -1 R13 -2 R13 -3 R13 -4 R13 -5 R13 -6 R14 -1 R14-2 11 R14-3 R14-4 11 R14-5 R14 -6 R15 -1 I I R15 -2 R15 -3 R15-4 R15 -5 11 R15 -6 F=1 r 1 1 1 1.. 1 L =J F=1 • l I.I L =J F=1 • l 1 I L F=1 • I I.I L -J F=1 r I I.I L -J • F=1 • l 1 1 1. L =J F=1 r I I II L =J F=1 • i II L F=1 r l 11 L -J r =1 re I I I.I L -J r =1 • I 1.1 L =J r� 1 • I 1. L =J r =1 • l 1. L =J F=1 r I 1 I .I L =J • • s EPO TERMINAL TK5 /SUB —M1 TK5 /ATS — RTU -1 -1 EPO TERMINAL TK5 /SUB —M1 TK5 /ATS — RTU -1 -2 EPO TERMINAL TK5 /SUB —M1 TK5 /ATS — RTU -1 -3 EPO TERMINAL TK5 /SUB —M1 TK5 /ATS — RTU -1 -4 EPO TERMINAL TK5 /SUB —M 1 TK5 /ATS — RTU -1 -5 SPARE EPO TERMINAL TK5 /SUB —M 1 TK5 /ATS- -- RTU -1 -6 EPO TERMINAL TK5 /SUB —M1 TK5 /ATS— RTU -1 -7 EPO TERMINAL TK5 /SUB —M 1 TK5 /ATS — RTU -1--8 EPO TERMINAL TK5 /SUB —M1 TK5 /ATS— EF -1 -1 EPO TERMINAL TK5 /SUB —M 1 TK5 /ATS— EF -1 -2 SPARE EPO TERMINAL TK5 /SUB —M 1 TK5 /ATS— EF -1 -3 EPO TERMINAL TK5 /SUB —M1 TK5 /ATS— EF -1 -4 EPO TERMINAL TK5 /SUB —M 1 TK5 /ATS— EF -1 -5 EPO TERMINAL TK5 /SUB —M1 TK5 /ATS —EF— 1--6 SPARE SPARE GENERAL NOTES 1 SEE DRAWING E —I -02 FOR SIDE "B" WIRING DIAGRAM. M TK5 D ATA CENTER EXPANSION 3355 s 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER CALLISON Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 ro) CALLISON www.callison.com Design Team 371047 P.11161 Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description ISSUE FOR PERMIT Registration Date Microsoft Mechanical Engineer Date Project Planner Date Key Plan RECEIVED CITY OF T UKWItA MAY 1 2008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL COMPUTER ROO E PO DIAGRAM Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E CALLISON CALLISON www.callison.com 371047 P.11161 Approvals TK5 DATA CENTER EXPANSION 3355 S 124th PL Tukwila, WA 98168 Design Team OPERATIONS PROJECT MANAGEMENT Registration Date Date CIRCUIT XYZ 1 20A ARMED d TEST a BYPASS ARMED TEST BYPASS ARMED TEST BYPASS FOR USE BY OTHERS (SYSTEM MONITORING) R201 R202 R203 R102 EPO 2 -1B 0 O• EPO 2 -2B •0 0s SYSTEM RESET R201 I •—I R202 120V R201 TK5 COMPUTER ROOM 2 EPO CONTROL PANEL — SIDE "B" R201 1 1 R202 I I EPO POWER ON EPO SHUTDOWN HVAC SHUTDOWN 3 R203 EPO ARMED XI R203 EPO TEST MODE EPO IN BYPASS R21 NEUTRAL ALARM HORN AND STROBE TEST ROTATING BEACON UPS FEEDER SHUTDOWN HVAC SHUTDOWN R21 -1 11 R21 -2 R21 -3 R21- -4 R21 -5 R21 -6 R22 -1 R22 -2 R22 -3 R22 -4 R22 -6 F= re l I a 1 L-J F= r l 1•I L_J L J F=1 • l L -J F=1 rel I.1 • R22-5 SPARE • • EVERYTHING SHOWN WITHIN THIS DASHED RECTANGLE IS LOCATED WITHIN THE SIDE "B" EPO CABINET WITH THE EXCEPTION OF THE EPO PUSHBUTTONS, ALARM STROBE, AND TEST ROTATING BEACON. REFER TO FLOOR PLANS FOR EPO PUSHBUTTON LOCATIONS. ALARM STROBE AND TEST ROTATING BEACON SHALL BE LOCATED ABOVE CORRESPONDING EPO CONTROL PANEL. EPO TERMINAL TK5 /UDS —P1B TK5/PDU-1A-1 SIDE "B" EPO TERMINAL TK5 /UDS —P1B TK5 /PDU -1A -2 SIDE "B" EPO TERMINAL TK5 /UDS —P1B TK5 /PDU -1A -3 SIDE "B" EPO TERMINAL TK5 /UDS —P1B TK5 /PDU -1A -4 SIDE " SPARE SPARE EPO TERMINAL TK5 /UDS —P1B TK5/PDU— 1 A--5 SIDE "B" EPO TERMINAL TK5 /UDS —P1B TK5 /PDU -1A -6 SIDE "B" EPO TERMINAL TK5 /UDS —P1B TK5 /PDU -1A -7 SIDE "B" EPO TERMINAL TK5 /UDS —P1B TK5 /PDU -1A -8 SIDE " B" SPARE R23 -1 R23 -2 R23 -3 R23 -4 R23 -5 R23 -6 R24-1 I R24 -2 R24 -3 R24 -4 R24 -5 R24 -6 215 -1 R25 -2 R25-3 R25 -4 R25-5 SPARE R25 -6 r =i r 1 1 1. L =J r =i rel II L -J F rel II L =J F=1 r1 lol L -J F lel L =J • F rel I•I L -J F=1 rel II L =J F re l II L F rl I I II L =J F rel II L =J • F= r l I L -J r = r 1 1.1 L =J F= rel I I II L =J F= rel II L -J • • EPO TERMINAL TK5 /SUB —M2 TK5 /ATS — RTU -1 -1 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS -- RTU -1 -2 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS —RTU -1 -3 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS -- RTU -1 -4 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS— RTU -1 -5 SPARE EPO TERMINAL TK5 /SUB —M2 TK5 /ATS— RTU -1 -6 EPO TERMINAL TK5 /SUB —M2 TK5/ATS—RTU-1 —7 EPO TERMINAL TK5 /SUB —M2 TK5/ATS—RTU —1 —8 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS— EF -1 -1 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS— EF -1 -2 SPARE EPO TERMINAL TK5 /SUB —M2 TK5 /ATS— EF -1 -3 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS— EF -1 -4 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS-- EF -1 -5 EPO TERMINAL TK5 /SUB —M2 TK5 /ATS— EF -1 -6 SPARE GENERAL NOTES 1 SEE DRAWING E —I -01 FOR SIDE "A" WIRING DIAGRAM. Revisions No. Date Description 0 05/07/08 ISSUE FOR PERMIT Key Plan RECEIVED CITY OF TUKWILA MAY 13 zoos PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL COMPUTER ROO EPO DIAGRAM � I: ENGRAVED PHENOLIC NAMEPLATE (TYP) HINGED FRONT COVER EPO CONTROL PANEL POWER " ON" PUSH —TO —TEST (WHITE) "EPO ARMED" LIGHT (WHITE) 3 POSITION KEYED SELECTOR SWITCH SYSTEM "ALARM HVAC SHUTDOWN" LIGHT (RED) SYSTEM "ALARM /EPO SHUTDOWN" LIGHT (RED) EPO PUSHBUTTON STATION COVER (STI MODEL 1100 OR EQUAL) EQUIPPED WITH INTERNAL ALARM HORN WHEN COVER IS LIFTED. E.C. SHALL _ PROVIDE CONDUIT AND WIRES, LOW VOLTAGE TRANSFORMER, RELAY AND NECESSRY HARDWARE AS REQUIRED FOR BUILDING SECURITY INTERFACE AND MONITORING CONNECTION. SEE PROPOSED WIRING DIAGRAM THIS SHEET. TYPICAL SURFACE MOUNTED NEMA -1 RELAY CABINET, SIZE AS REQUIRED NOT TO SCALE EPO CONTROL PANEL PB 1 ARMED! SYSTEM TEST L. I IBYPASS NOTE: WIRING DIAGRAM SHALL BE MOUNTED ADJACENT TO PANEL EPO CONTROL PANEL DETAILS (TYP) I EPO TEST WARNING PRESSING BUTTON WILL RESULT IN SHUTDOWN OF NORMAL POWER TO COMPUTER EQUIPMENT ILLUMINATED WARNING SIGN TO BE ACTIVATED WHEN EPO PUSHBUTTON COVER IS LIFTED FOR SHUTDOWN OF DATA CENTER POWER. MANUFACTURER: MCPHILBEN CATALOG #: 33I— W- 1 -12 —W— WARNING (SEE BELOW FOR PROPER TEXT WORDING OF SIGNAGE) PROVIDE POWER TO SIGN FROM CORRESPONDING EPO CONTROL PANEL CIRCUIT. INTEGRAL HORN LIFT HERE "TEST" ROTATING BEACON MOUNTED 80" AFF ABOVE EPO PANEL COMPUTER ROOM EPO SHUTDOWN "PUSH BUTTON FOR EPO (NORMAL POWER) SHUTDOWN" PRESS BOTH EPO PUSHBUTTONS TO SHUTDOWN COMPUTER ROOM EQUIPMENT AND VENTILATION EPO STATION DETAILS NOT TO SCALE 1 EPO SHUTDOWN I PUSH TO SHUT DOWN PROVIDE (1) 1" C. BETWEEN EPO'S AT EPO STATION FOR FUTURE USE INTEGRAL HORN LIFT HERE "RESET" MOMENTARY PUSHBUTTON "TEST' MODE LIGHT (AMBER) "EPO IN BYPASS" LIGHT (GREEN) ALARM HORN /STROBE MOUNTED 80" AFF ABOVE EPO PANEL WARNING PRESSING BUTTON WILL RESULT IN SHUTDOWN OF RESERVE POWER TO COMPUTER EQUIPMENT PUSH TO SHUT DOWN COMPUTER ROOM EPO SHUTDOWN " PUSH BUTTON FOR EPO (RESERVE POWER) SHUTDOWN" MOUNTING HEIGHT AT 5' —O" AFF TO TOP OF CONTROL PANEL 5 6 EPO STATION COVER ALARM INTERFACE DIAGRAM NOT TO SCALE GENERAL NOTES SECURITY INTERFACE BMS INTERFACE COVER ACTIVATED ALARM SWITCH (INTEGRAL PART OF EPO COVER) 120VAC FROM EPO CONTROL PANEL LINE 3 EPO CONTROL PANEL SHALL BE LOCATED PER OWNER'S DIRECTION. EPO SYSTEM BILL OF MATERIAL NEUTRAL 24VAC CONTROL RELAY WITH 120V 5A CONTACTS PUSH TO TEST PILOT LIGHTS SHALL BE 120V AC HIGH VISIBILITY LED. 100VA 120V /24VAC CONTROL TRANSFORMER 24VDC- 10 ALL SELECTOR SWITCHES AND PILOT LIGHTS SHALL BE MOUNTED ON ENCLOSURE DOOR. 11 ROTATING BEACON SHALL BE 40 WATTS EDWARDS CAT NO. 52R— N5 -40WH OR APPROVED EQUAL. 12 HORN /STROBE SHALL BE EDWARDS CAT NO. 868STRC —N5 OR APPROVED EQUAL MCPHILBEN WARNING SIGN ABOVE PUSHBUTTONS 1 ALL EPO STATIONS SHALL BE PROTECTED WITH A PROTECTIVE SHIELD WITH A HORN & BATTERY. MANUFACTURER SHALL BE SAFETY TECHNOLOGY INTERNATIONAL "STOPPER II" OR EQUAL. ALL EPO STATIONS SHALL HAVE PROPER LABELING TO BUTTONS NEAR THEM. 2 PROVIDE FOR EACH COMPUTER ROOM A DEDICATED EPO SYSTEM WITH EPO STATIONS, CONDUIT, CONDUCTORS, ETC. AS SHOWN ON DRAWINGS. WHEN THE EPO SYSTEM IS ACTIVATED THE EPO SYSTEM SHALL SHUNT TRIP ALL PDU'S, HVAC IN THE COMPUTER ROOM ONLY. EMERGENCY LIGHTING AND EXIT SIGNS SHALL REMAIN ON. 1 RELAYS SHALL BE 600V INDUSTRIAL TYPE WITH NUMBER OF CONVERTIBLE CONTACTS AS INDICATED, 120V AC COILS, AND ELECTRICALLY HELD. 2 MOMENTARY CONTACT PUSHBUTTONS SHALL BE HEAVY DUTY; TWO NC AND TWO NO LATE BREAK CONTACTS; RED MUSHROOM OPERATOR BUTTON. MOUNTED WITHIN A HINGED, CLEAR POLYCARBONATE COVER; WITH BATTERY OPERATED HORN ALARM WHEN LIFTED. EPO COVER SHALL BE EQUAL TO SAFETY. TECHNOLOGY INTERNATIONAL NO. SS -2201 COVER, ST1- 110ORC PUSHBUTTON, OR APPROVAL EQUAL. PROVIDE RED NAMEPLATE WITH 3/16" WHITE LETTERS BELOW PUSHBUTTON MARKED AS INDICATED. 3 LED PILOT LIGHTS TO BE SQUARE D TYPE JT38R29 (RED) PROVIDE COLORED PILOT LIGHT AS REQUIRED USING COLOR CAPS, SQUARE D . TYPE J, G29 (GREEN), A29 (AMBER), W29 (WHITE), L29 (BLUE), Y29 (YELLOW). 4 THREE POSITION HEAVY DUTY KEYED SELECTOR SWITCH SHALL BE MANUALLY OPERATED, MAINTAINED CONTACT, NAMEPLATE ON LEFT OF SELECTOR SWITCH SHALL BE MARKED "ARMED" AND "SYSTEM TEST' IN CENTER WITH "BYPASS" ON. RIGHT.. FOUR .NO —NC CONTACTS. KEY SHALL BE REMOVABLE ONLY IN ARMED POSITION. ENCLOSURE FOR RELAYS, PILOT LIGHTS AND SELECTOR SWITCHES SHALL BE SINGLE DOOR, HINGED, WITH BACK PANEL, NEMA 1, CYLINDER LOCK AND TWO KEYS. 7 ENCLOSURE TERMINAL BLOCKS FOR EXTERNAL WIRING SHALL BE 600V, 20A, 12AWG, WITH MOUNTING RAILS, END BARRIERS AND ANCHORS. 8 ENCLOSURE WIRE SHALL BE #12 EXTRA FLEXIBLE STRANDED COPPER, 600V, TYPE SIS. 9 ENCLOSURE NAMEPLATES SHALL BE 3/16" ENGRAVED WHITE LETTERS ON RED BACKGROUND, LAMINATED PLASTIC, BEVELED EDGES AND HELD BY SELF TAPPING SCREWS. MAIN NAMEPLATE SHALL BE MARKED "COMPUTER ROOM EPO SHUTDOWN." NOTE: RELAYS SHALL BE INSTALLED IN ENCLOSURE SIMILAR TO EPO CONTROL PANEL WITH ALL EXTERNAL AND FUTURE WIRES FROM CONTACTS CONNECTED TO TERMINAL BLOCKS. TERMINAL BLOCKS SHALL MATCH EPO CONTROL PANEL TERMINAL BLOCKS. EPO POINT—TO—POINT WIRING DIAGRAM SHALL BE MOUNTED ON BACK OF DOOR. 24VDC HORN BUILT —IN EPO COVER ASSEMBLY EPO SYSTEM SEQUENCE OF OPERATIONS 1 AN EMERGENCY POWER OFF (EPO) SYSTEM IS PROVIDED FOR THE DATA CENTER. THE DATA CENTER EPO SYSTEM SHALL BE PROVIDED WITH A EPO CONTROL PANEL (ECP), EPO PUSHBUTTON STATIONS, SYSTEM ROTATING BEACON, AND SYSTEM ALARM HORN /STROBE AND CONNECTIONS TO EQUIPMENT INTERNAL EPO TERMINALS. PROVIDE (1) ECP FOR NORMAL POWER SHUTDOWN AND (1) ECP FOR RESERVE POWER SHUTDOWN. 2 EPO CONTROL PANEL: POWER TO EACH ECP SHALL BE SINGLE PHASE 120 VAC PROVIDED BY UPS POWER PANELS. A WHITE LED LIGHT ON THE ECP SHALL INDICATE POWER IS AVAILABLE. ALL COMPONENTS; RELAYS, PUSHBUTTONS, ROTARY SWITCHES, ETC., SHALL BE INDUSTRIAL GRADE BY CUTLER HAMMER, SQUARE D, ALLEN BRADLEY OR SAFETY TECHNOLOGY INTERNATIONAL PROVIDE CONTACTS ON RELAYS AS NEEDED AND TWO SPARES EACH (MIN). THE ECP SHALL BE CAPABLE OF OPERATING IN THREE DIFFERENT MODES, "ARMED," "TEST," AND "BYPASS." OPERATIONAL MODES SHALL BE SELECTED FROM A KEY OPERATED SELECTOR SWITCH. STATUS OF THE SWITCH POSITIONS SHALL BE REPORTED TO THE MONITORING SYSTEM. A. ARMED MODE: A WHITE LED LIGHT ON THE ECP SHALL ILLUMINATE WHEN THE ECP IS PLACED IN ARMED MODE. PUSHING AN EPO STATION'S RED PUSHBUTTON SHALL CAUSE THE FOLLOWING: RED LED LIGHTS ON THE ECP SHALL ILLUMINATE INDICATING AN EPO SWITCH HAS BEEN ACTIVATED. THE EPO ACTIVATED RELAY SHALL BE ENERGIZED AND SHALL SEND A SIGNAL TO THE MONITORING SYSTEM ENERGIZING THE ASSOCIATED CONTROL RELAYS IN THE ECP PANEL. THE CONTROL RELAYS WITHIN THE PANELS SHALL SHUTDOWN THE AFFECTED DATA CENTER'S POWER DISTRIBUTION UNITS. HVAC SHUTDOWN SHALL ONLY OCCUR WHEN BOTH ECP'S. SIGNAL THEIR RESPECTIVE HVAC SHUTDOWN CONTROL .RELAY WITHIN A' SEPARATELY CONSTRUCTED RELAY .PANEL . LOCATED BETWEEN THE (2) ECP'S. THE ECP'S RED INDICATOR LIGHT, SHALL REMAIN LIT UNTIL ALL EPO PUSHBUTTONS' HAVE BEEN RESTORED TO THEIR NORMAL STATE BY MEANS OF A KEY RELEASE MECHANISM AND THE ECP RESET PUSHBUTTON IS DEPRESSED. B. TEST MODE: AN AMBER LED LIGHT ON THE ECP SHALL ILLUMINATE WHEN THE ECP IS PLACED IN TEST MODE. WHEN THE ECP IS PLACED IN TEST MODE, ALL ASSOCIATED EPO FUNCTIONS ARE DISABLED. THIS MODE ALLOWS THE EPO PUSHBUTTON STATIONS TO BE TESTED WITHOUT REMOVING POWER TO THE DATA CENTER. WHEN AN - .EPO STATION IS ACTIVATED, THE "EPO ACTIVATED" RELAY SHALL BE ENERGIZED. THE "EPO ACTIVATED" RELAY SHALL SEND A SIGNAL TO THE BMS AND SHALL ENERGIZE THE ASSOCIATED CONTROL RELAYS IN THE ECP PANEL. ALTHOUGH THE EPO FUNCTIONS ARE DISABLED, THE HORN AND STROBE ALARM WILL BE ACTIVATED. ALARM IS SILENCED BY PUSHING THE RESET BUTTON. C. DISABLED /BYPASS MODE: A GREEN LED LIGHT ON THE ECP SHALL ILLUMINATE WHEN THE ECP IS PLACED IN DISABLED /BYPASS MODE. WHEN THE ECP IS PLACED IN THE DISABLED /BYPASS MODE, ALL EPO FUNCTIONS AND TEST FUNCTIONS ARE DISABLED. Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER CALLISON Engineering Manager Security Manager FF &E Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date 0 05/07/08 IDC CALLISON www. callison.com TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Microsoft Cable Engineeer Microsoft Electrical Engineer Design Team 371047 P.11161 Approvals OPERATIONS Microsoft Mechanical Engineer Date PROJECT MANAGEMENT Project Planner Date Revisions Description ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number Date ELECTRICAL COMPUTER ROOM EPO DIAGRAM C 14 A f ET25 -- 0.38 0.57 0.91 1.58 2.79 02• 0.43 0.66 1.01 1.62 2.61 3.47 0.17 0.18 0.30 0.49 0.85 1.56 2.67 3.58 3.20 2.05 1.16 -0:1-9 - 0.30 0.49 0.84 1.56 2.77 3.90 1® ----a 0.20 0.32 0.50 0.85 1.55 2.82 4.08 3.52 2.07 1.15 ,i 0.22 0.34 0.54 0.89 1.60 2.71 3.62 3.24 2.06 1.18 0.23 0.27 0.44 0.77 1.46 2.70 3.89 0.36 0.56 0.91 1.61 2.71 3.62 3.23 2.04 1.17 0 :4 j 0.52 0.86 1.37 2.03 2.55 2.67 0.37 0.61 1.07 1.88 2.84 3.06 2.47 `7 .31 2.52 4.12 4.38 3.63 3.88 4.52 3.84 2.94 2.24 B 0.90 0.97 GENERATOR ROOM SadNa 1,8•x1' -0• 0.20 0.35 0.5 0 3.37 1.96 1.05 0.64 0.50 0.4 0.6 T 0.71 0.96 1.62 2.56 3.40 4.06 3.43 S3 1-1-1 0.24 0.43 0.67 1.19 2.27 3.75 4.46 4.50 3.58 1.23 2:38 - 19-1 4.19 3°46 2.54 1.06 1.82 2.68 2.77 2.20 1.58 0.53 0.49 0.57 0.82 1.19 1.53 1.54 1.25 ,--e--,--e-,--e---. 3.42 2.07 1.16 0.70 0.52 0.46 0.5 0.63 0.78 0.90 0.91 0.79 0.70 0.52 0.46 0.5Q 0.66 0.85 1.00 0.98 0.80 0.73 0.54 0.4 0.56 0.83 1.28 1.69 1.60 1.12 0.72 0.53 0.48 0.5 3.41 1.98 1.09 0.68 0.51 0.46 0.5 2.97 1.79 1.02 0.66 0.51 0.34 0 2.21 1.49 0. 0.63 0.45 0.3 1.81 1.31 0. 0.68 0.50 0.3 0.40 0.69 1.30 2.49 ,4 ,4.18 2.95 2.07 1.60 1.25 0.91 0.64 0.46 0 11 0.77 1.49 2.86 4.56 4.75 3.57 2.86 2.57 2.03 1.38 0.92 0.62 0 78 1.50 2.87 4.58 4.82 3.87 3.73 3.94 3.11 2.05 1.37 0.91 0 1.83 2.77 3.02 2.77 3.02 3.62 3.79 3.9 3.4 7 : 1.60 1.79 1.81 1.98 2.43 3.0 3. 3.52 1.08 1.37 0.98 1.82 2.78 2.57 1.50 0.76 0 0.99 2.00 3.26 2.97 1.62 0.75 0 IIIIIIIIIIIIIIII IIII11EERlllII1 rA 1-- r Alr Imo; ri r 0 0.92 0 0.63 0 0.59 0 0.69 0 0 0 0 0 0 0 0 0 0 0 0 ■1 0.15 0.21 0.33 0.55 1.32 3.4 6 0.18 0.28 0.41 0.65 1.35 3.39 5. 0.21 0.33 0.50 0.24 0.41 0,73 0.25 0.49 1.11 0.23 0.48 1.23 0.75 1.18 1.83 2. 2 1.26 1.68 1.55 1. 9 2.75 4.34 2.94 1. 3 3.$3 7,00 4.04 1.98 Sods: iie .r-o• 0.08 0.11 0.13 0.11 0.14 0.16 04 0.16 0.18 .. ZINC 0.17 0.18 0.20 0.12 0.17 0.19 0.21 0.22 0.24 0.13 0.20 0.23 0.24 0.25 0.26 0.2 0.52 0. 7 0.30 0.29 0.32 2.13 0.96 0.49 0.34 1.61 0.85 0,47 0.83 0.55 0.38 0.7�] 1 0.44 0.12 0.61 0.36 0.27 UPS /BATTERY ROOM 0.14 0! 5 0.16 0.18 0.20 04 0.32 0.42 0.56 0 0.22 0.27 0.36 0.52 0.74 0.97 1.1 0.19 0.20 0.22 015 0.51 1.01 1.95 2.53 2.1 0.31 0.29 0.32 0.28 0.26 0.28 0.27 0.37 0.62 1.53 4.13 5.88 3.5 0.30 0.41 0.68 1.65 4.60 6.63 3 .7 0.41 0.57 0.80 1.06 1.26 1.31 52 0.94 1.66 1.61 1. 21 0.43 1.03 2.58 4.05 2.70 1.1 9 0.5 0.2 " $ 0.21 0.19 0.18 0.18_0.19 0.212 0.28 0.37 0.53 0 MM 1-111--1 3 1.14 2.21 3.81 9 1.97 4.53 8.3 8 2.78 6.24 1 0. 6 3.18 6.49 8.91 2.98 5.79 e l3.67 0.13 0.27 0.29 0.27 0.27 0.29 0.35 0.48 0.71 1.33 2.54 3.20 2.39 2.24 4.22 6.31 1.41 2.05 2.39 1.03 T.16 1.12 5 3.73 1.23 0.52 0.34 0.3 0.38 0.62 1.46 3.68 5.02 2.83 1.37 1.' 1.07 1.23 1.19 4 3.19 1.19 0.54 0.35 0.31 0.37 0.62 1.59 4.66 6.75 3.37 1.54 1.33 1.68 2.46 2.85 0.34 0.31 0.37 0.57 1.23 2.68 3.49 2.37 1.86 2.71 3.85 5.28 :.91 0.42 0.66 0,99 1.19 1.25 1.92 4.67 7.23 6.27 6,39 0,32 0.41 0.52 0.63 0,85 1.68 4.31 6.42 4.30 2.79 0.24 0.23 0.24 0.26 0.30 0.36 0.44 0.61 1.11 2.07 2.65 2.01 1.23 0.84 07 00 50 65 27 92 .01 04 20 25 88 88 81 41 0 4 8 12 1/8 " =1' -0n 20 STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min GENERATOR ROOM EMERGENCY 1.63 fc 4.82 fc 0.17 fc 28.4:1 9.6:1 UPS ROOM EMERGENCY LIGHTING 1.63 fc 10.46 fc 0.08 fc 130.8:1 20.4:1 GENERAL NOTES A REFER TO DRAWING E -A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. B CONDUITS SHALL BE FIELD ROUTED. COORDINATE SEISMIC BRACING OF CONDUITS AND CONDUIT RACKS WITH ARCHITECTURAL PLANS. COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. SEE CONDUIT INSTALLATION DETAILS ON SHEET E -I -10. C FLAG NOTES INDICATED AS (TYP) APPLY TO LUMINAIRES OF SAME TYPE ON SHEET, UNLESS OTHERWISE NOTED. D REFER TO ARCHITECTURAL REFLECTED CEILING PLAN DRAWINGS FOR LIGHTING LOCATION COORDINATION. E REFER TO ARCHITECTURAL PLANS FOR SEISMIC BRACING OF LIGHT FIXTURES. GENERAL NOTES (con't) F REFER TO DRAWING E -D -11 FOR LUMINAIRE SCHEDULE. FLAG NOTES 1 TEXT RECEIVED CITY OF TUKWILA JUN 18 ?0U8 PERMIT CENTER CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Engineering Manager Security Manager FF &E Project Planner Project Manager Development Manager Project Manager 371047 P.11161 Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Senior Project Manager Quality Control Reviewer Quality Control FF &E No. Date CALLISON www.callison.com IDC Alf H ' �° S Design Team Approvals OPERATIONS PROJECT MANAGEMENT Description Registration Key Plan Bar Code Sheet Title Number Date Date Date ELECTRICAL EMERGENCY LTG PHOTOMETRY FIRST FLOOR h is 1/8n =1 -0° 12 20 /r A 1 ►�1 • 1 1 1 B li li ; iIIII ■ ■ 1 � © ? , 2 9 9 E �il '� MIMEO mITHIMMIS M 1111 IME � UWE= ..11L911.911 ^ u o f o o a s o 111 3 COT 2 3 3 mop mom swam 3 1121 I' EINEM lilI101ilIlIl1 11101011110 ®� 3 '3 • r 3 3 3 3 I I IIt 3 =IM= 116EVEME Elie milli Ej.E E1161 3 111111 3 3 MIME 1111111111111111111 1111111111WEEMIN WINK MIEWINICEN I in II EINEM MEM MIME INNIMME111 � 1, manmr.mium marins 3 3 3 ormEr111111 VEMIrlibliEVE 3 : :iii: _ 1 11111 3 43 3 9 3 MIME ■© NIEMEN : :IL. FEN ::i u: 3 3 3 2 2 2 z 2 2 2 3 3 3 NE ism-amiairomrdi ■■ ■■ ■ 3 1 2 ■© 2■© NM ■■ E NEI ■■ NM 3 Mr' 3 2 2 2 2 2 3 3 3 3 1 jrqffil Fine ME 2 1 E7 r yr . . . • . 1 • Uri 3 t 4 D • STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min 3RD FLOOR OPEN AREA 2fc 3fc 0fc N/A N/A ENTRY ROOM 2fc 2fc 1 fc 2.0:1 2,0:1 MEETING ROOM 2fc 4fc Ofc N/A N/A MENS BATHROOM + 4fc 6fc 2 fc 3.0 :1 2.0:1 SMALL OFFICE + 2fc 3fc 1 fc 3.0:1 2.0 :1 STAIRWAY 2fc 7fc 0fc N/A N/A WONENS BATH ROOM 4fc 7fc 2 fc 3.5:1 2.0:1 GENERAL NOTES I E REFER TO DRAWING E —D -31 FOR LUMINAIRE SCHEDULE. 2 2 2 A REFER TO DRAWING E —A -01 FOR ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS. B CONDUITS SHALL BE FIELD ROUTED. COORDINATE SEISMIC BRACING OF CONDUITS AND CONDUIT RACKS WITH ARCHITECTURAL PLANS. COORDINATE CONDUIT AND CONDUIT RACK INSTALLATION WITH OTHER TRADES PRIOR TO WORK. SEE CONDUIT INSTALLATION DETAILS ON SHEET E— I--1O. C FLAG NOTES INDICATED AS (TYP) APPLY TO LUMINAIRES OF SAME TYPE ON SHEET, UNLESS OTHERWISE NOTED. D REFER TO ARCHITECTURAL REFLECTED CEILING PLAN DRAWINGS FOR LIGHTING LOCATION COORDINATION. 2 2 2 2 2 2 2 2 • FLAG NOTES 1 TEXT. RECEIVED CITY OF TUKVVILA JUN 18 2008 PERMIT CENTER E -I -06 5V i s 'fir (40 CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. Approvals CUSTOMER Date Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FP&E Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E CALLISON www.callison.com I D C s. RCHITECTS 371047 P.11161 Design Team OPERATIONS PROJECT MANAGEMENT No. Date Revisions Description Registration Key Plan Bar Code Sheet Title /Number ELECTRICAL EMERGENCY LTG PHOTOMETRY THIRD FLOOR i IT 0 LEVELING NUTS SUITABLE FOR EASE F 110111111INIMISAINI TO NEXT SUPPORT CONNECTOR, CONDUCTOR TO GROUND PAD RING WALL TO GROUND LOOP f . a 10' -0" MAX. (OR EVERY FIFTH PEDESTAL) RAISED FLOOR SUPPORT CABLE EVERY 6' —O" MIN. USE BURNDY TYPE "GP" CONNECTOR AS SUPPORT OR ANY APPROVED NON — GROUNDING SUPPORT METHOD. SEE PLAN FOR HEIGHT BARE COPPER STRANDED CONDUCTOR j ~ I r BURNDY GROUNDING CLAMPS TYPE GP —RT FUEL TANK GROUNDING Scale: 1 4 TO NEXT SUPPORT RAISED FLOOR PEDESTAL GROUNDING Scale: NTS GROUNDING PAD PROVIDED BY TANK FABRICATOR ( 2 REQ'D 180' APART IF DIA. EXCEEDS 20 FT.) 4/0 AWG CU 1" x 18" PVC SLEEVE (SEAL WITH APPROVED SEALANT FOLLOWING INSTALLATION OF GROUNDING CONDUCTOR). PROVIDE #4 012" OC EA WAY IN CENTER OF CONCRETE PAD, (TYPICAL) STEEL CONDUIT NIPPLE CONDUIT BUSHING SINGLE CONDUIT Scale: NTS SECTION A ELEVATION Scale: NTS DETAIL Scale: 1 " =1' -c' Scale: 1" =1' —O" // -1" CLEAR /-2" 2 1/2" GENERAL NOTES A 5/8" J —BOLTS TO BE SPACED ON A MAXIMUM OF 24" CENTERS AROUND PERIMETER OF PAD. B PAD SIZE SHALL PROVIDE 6 DIAMETER EDGE DISTANCE ON EQUIPMENT ANCHORS. CONCRETE PAD SECTION 1 (4 FIRESTOP COMPOUND MIN. 1 INCH THICKNESS. � ETAL Ank VI 3/4" CHAMFER 5/8 "0 J —BOLT 3 1/2" • DROP —IN ANCHOR GYP. BD. WALL SINGLE CABLE SINGLE CONDUIT OR CABLE FIRESTOP FOR CONDUIT /CABLE THRU GYPBOARD WALL . 4 • TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 STEEL SLEEVE FITTED INTO WALL FORMING MATERIAL CERAMIC FIBER FILL FIRESTOP COMPOUND (EACH SIDE) MOUNTING TABS FOR METAL SLEEVE Design Drown Checked Dote XXX Project No. M.S. Project No. Engineering Manager Security Manager FF &E Project Manager Development Manager Project Manager Quality Control FF &E No. Date 0 05/07/08 Design Team 3710.47 P.11161 Microsoft Cable Engineeer Microsoft Electrical Engineer Senior Project Manager Quality Control Reviewer Approvals CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date PROJECT MANAGEMENT Project Planner Date Revisions Description ISSUE FOR PERMIT Registration Key Plan Bar Code Sheet Title /Number ELECTRICAL DETAILS Eaia1 01[ RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER GENERAL NOTES A FOR EXACT QUANTITY, SIZE, LOCATION ETC., OF CONDUITS SEE PLAN DRAWINGS. B DETAIL IS TYPICAL FOR CONDUITS SUSPENDED FROM BUILDING STEEL ABOVE. METAL DECKING Scale: NTS FASTEN STEEL CHANNEL TO METAL DECKING FASTEN STEEL CHANNEL TO LUMINAIRE HOUSING WITH CHAIN LUMINAIRE COMPRESSION GROUND TYPICAL GROUND TAP CONNECTION Scale: NTS TYPICAL THREADED ROD, 1 /2 "DIA., LENGTH CUT TO SUIT IN THE FIELD. TYPICAL CONDUIT CLAMP TYPICAL NO TWIST SQUARE WASHER, TWO REQUIRED PER SUPPORT TYPICAL HORIZONTAL SUPPORT FOR CONDUITS OTHER THAN BOTTOM CONDUITS, 1 5/8" SQ. SLOTTED CHANNEL HORIZONTAL CONDUIT SUPPORT CONSITRUCTION Scale: NTS FACTORY PRE —WIRED MOTOR, FURNISHED AND INSTALLED BY OTHERS. FACTORY PRE —WIRED CONTROL PANEL, FURNISHED AND MOUNTED BY OTHERS, EXTERNAL WIRING CONNECTIONS BY DIV. 16 CONTRACTOR. 7 -14 AWG, IN A 3/4" CONDUIT, VERIFY WITH DOOR MANUFACTURER CONTROL JUNCTION BOX MOUNTED AT VERTICAL MIDPOINT OF DOOR TRAVEL. COILED FESTOON CABLE FOR SAFETY EDGE, FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL. 5 -14 AWG, IN A 1/2" CONDUIT, VERIFY WITH DOOR MANUFACTURER UP— DOWN —STOP CONTROL STATION, FURNISHED BY DOOR MANUFACTURER AND INSTALLED BY DIV. 16 ELECTRICAL. DOOR SAFETY EDGE CONNECTION, VERIFY WITH DOOR MANUFACTURER. TYPICAL INDUSTRIAL FL 1J •• R ESCENT LTG Scale: NTS EXOTHERMIC WELD TYPICAL SQUARE WASHER, LOCKWASHER AND HEX NUT FOUR REQUIRED PER SUPPORT TYPICAL HORIZONTAL SUPPORT FOR BOTTOM CONDUITS, 1 5/8" x 3 1/4' CHANNEL CONDUIT, AS PER PLAN DRAWINGS. ROLL -UP DOOR EQUIPMENT CONNECTION JUNCTION BOX MOUNTED CAD CEILING FLEX CONDUIT LENGTH AS REQ'D CLIP (FASTENER) LENGTH AS REQ'D, SEE PLAN DWGS. /HEIG HEIGHT FROM FLOOR HT SEE DWGS. RAISED FLOOR EXOTHERMIC WELD TO STEEL COLUMN Scale: NTS 3 -10 AWG AND 1 -10 AWG GND. IN A 3/4" CONDUIT FROM PANEL AS PER PLAN DRAWINGS. 3 -10 AWG AND 1 -10 AWG GND. IN A 3/4" CONDUIT JUNCTION BOX 6 -10 AWG AND 2 -10 AWG GND. IN A 1" CONDUIT MANUAL MOTOR STARTER STRUCTURAL STEEL COLUMN GENERAL NOTES A VERIFY EQUIPMENT REQUIREMENTS WITH DOOR MANUFACTURER PRIOR TO ROUGH —IN. B SEE APPROPRIATE DETAILS FOR CONDUIT AND EQUIPMENT MOUNTING. EQUIPMENT CABINET TO FLOOR ON GENERAL NOTES: � RMI v‘13 1 MOUNT TO WALL WITH GALVANIZED 1/2 DIA. BOLT/ FLUSH SHELL OR LAG BOLTS. 2 ALL HOLES 1 3/4" ON CENTER EACH WAY. Scale: NTS GENERAL NOTES A FOR EXACT QUANTITY, SIZE, LOCATIONS, ETC., OF CONDUITS SEE PLAN DRAWINGS. B DETAIL IS TYPICAL FOR CONDUITS SUSPENDED FROM BUILDING STEEL ABOVE. TYPICAL THREADED ROD, 1/2" DIA., LENGTH CUT TO SUIT IN THE FIELD. CONDUIT, AS PER PLAN DRAWINGS. TYPICAL CONDUIT CLAMP, B —LINE 0200 SERIES OR EQUAL TYPICAL SQUARE WASHER FOUR REQUIRED PER SUPPORT. B —LINE #B202 OR EQUAL. TYPICAL VERTICAL SUPPORT FOR CONDUITS, 1 5/8" SQ. CHANNEL WITH PRE — PUNCHED HOLES. B —UNE #B22TH OR EQUAL WIRING DEVICE OR ELECTRICAL EQUIPMENT, SIZE AS REQUIRED UNISTRUT P1000 (TYP) UQUIDIIGHT FLEX. METAL CONDUIT (MIN. 90' BEND, NOT TO EXCEED 4' -6" UNSUPPORTED LENGTH) GROUND BUS UNISTRUT P2452 Scale: NTS VERTICAL CONDUIT SUPPORT Scale: NTS i SUITABLE FOR EASE OF MOTOR REMOVAL cAIv ANI 2 >0 OFD ST A ov INSU ND, 1/44 x4 IAT0 RpuNDk18,, (Tyr') ER J 1- z O U O BONDING STRAP THROUGH FLOOR 1- 1— z 0 IT COMMUNICATIONS EQUIPMENT FRAME BOND TO PEDESTAL OR TO FLOOR FRAME BARE 4/0 AWG COPPPER 0 TYPICAL MOTOR CONNECTION RAISED FLOOR PEDESTAL TO GROUND LOOP METALLIC CONDUIT TO POWER SOURCE EXPANSION ANCHORS AS REQUIRED PRIMARY RACEWAY EQUIPMENT GROUND GROUNDING ELECTRODE NEUTRAL MAIN BONDING ® JUMPER SECONDARY RACEWAY ELECTRICAL EQUIPMENT AS PER PLAN DRAWINGS. POST BASE, LAG BOLTED TO FLOOR. WIRING DEVICE OR ELECTRICAL EQUIPMENT, SIZE AS REQUIRED 2" GALVANIZED STEEL PIPE AND FLOOR FLANGE. PAINT PIPE THREADS WITH ZINC —RICH PAINT BEFORE ASSEMBLING LIQUIDTIGHT FLEX. METAL CONDUIT (MIN. 90' BEND, NOT TO EXCEED 4' -6" UNSUPPORTED LENGTH) C MOTOR KEYED NOTES 1 PER NEC TABLE 250 -122. 2 PER NEC TABLE 250 -66 BUT 12.5% MINIMUM OF PHASE WIRES. 3 100 TO 200% OF PHASE WIRES. 4 PER NEC TABLE 250 -66. TRANSFORMER GROUNDING Scale: NTS TYPICAL VERTICAL SUPPORT, MINIMUM OF TWO PER RACK. 1 5/8" x 3 1/4" CHANNEL. TYPICAL HORIZONTAL SUPPORT, MINIMUM OF TWO PER RACK, SPACED AS REQUIRED BY EQUIPMENT MOUNTING HOLES. 1 5/8" SQ. SLOTTED CHANNEL. TRANSFORMER HOUSING TYPICAL FOUR HOLE 45' OPEN ANGLE, BOLTED TO VERTICAL SUPPORT. KNEE BRACE, 1 5/8" SQ. SLOTTED CHANNEL TYPICAL FOUR HOLE 45' OPEN ANGLE, LAG BOLTED TO FLOOR. FREE STANDING EQUIPMENT RACK CONSTRUCTION Scale: NTS CAP WP OF MOTOR REMOVAL DRILL 3/16" DRAIN HOLE. Scale: NTS PON TO POWER SOURCE METALLIC CONDUIT 1/4" GALVANIZED STEEL PLATE WITH 5/16" U —BOLTS —SIZE AS REQUIRED. 3/4" GROUT EXPANSION ANCHORS AS REQUIRED GENERAL NOTE: A ALL MOUNTING HARDWARE TO BE GALVANIZED. TYPICAL OUTDOOR MOTOR CONNECTION GENERAL NOTES: A CHANNEL CONNECTIONS SHALL BE MADE BY CHANNEL NUTS AND HARDWARE BY CHANNEL MANUFACTURER. B KNEE BRACE SHALL BE CUT TO SUIT IN THE FIELD AND INSTALLED TO AVOID INTERFERENCES. KNEE BRACE MAY BE OMITTED IF APPROVED BY OWNER'S ENGINEERING REPRESENTATIVE. CALLISON CALLISON www.callison.com 0 W I CONDUIT FOR VESDANET AND DC POWER .o � . — =. " UNISTRUT SUPPORT RACK ...V— VESDA SAMPLE PIPING (CPVC CONDUIT) PROVIDE UNISTRUT PIPE CLAMPS OA DETAIL NOTES: 1 SIZE SAMPLING ORIFICE PER DESIGN CALCULATIONS. 2 FURNISH AND INSTALL SAMPLING ORIFICE LABEL. 3 FURNISH AND INSTALL VESDA P.N. VP- UNION, SOCKET UNION FITTINGS AS REQUIRED. TIGHTENED TO PR OVIDE AN AIRTIGHT FIT. 4 ORIENTATE SAMPLING PIPE HORIZONAL AND PERPENDICULAR TO THE DIRECTION AIRFLOW AND ORIENTATE SAMPLING ORIFICE PERPENDICULAR TO THE DIRECTION OF AIRFLOW. SAMPLING PIPE 0 SAMPLING ORIFICE �� 7 SAMPLING PIPE TEE ADAPTOR N c A L L I s o C AL L A S O N www.callison.com ,,�� ;� ,.: ;.;•.; ' I.�I -1 �lillil��lilli1� •••1 !! !!+!M 1 11111111111111 `���� .. r „ r; � .... REDUCING CONNECTOR CAPILLARY TUBE . •..• .........:.. Y� u s 1 I DC III I I uIJ IMF Ylu y .,; - VESDA DETECTOR MODLE VLP -000 -10 OR SIMILAR AIR SAMPLE EXHAUST ( ORPENTATION � - I T K 5 DATA CENTER EXPAN SI ON 3355 5 120th PL Tukwila, WA 98168 / / , f icommi SUSPENDED CEILING 111•111 Q2 ORIFICE LABEL SOCKET K UNION N FITTI N 0 ETU 0 G AIRFLOW _.,_,J 9 SAMPLING ORIFICE CD 10 -- SAMPLING POINT MINIATURE SAMPLING LABEL POINT O CAPILLARY SAMPLING DETAIL — STANDARD �� VESDA LASERPLUS Allk SCANNER DETECTOR AND LASER MOUNTING DETAIL ler SCALE: NONE SCALE: NONE lir SCALE: NONE CONDUIT VESDANET DC POWER FOR AND ■ _ .,♦ ■_ �"� ■II'— • VESDA SAMPLE PI PROVIDE UNISTRUT PIPE CLAMPS - UNISTRUT CKORT VIBRATION DAMPER & QUICK DISCONNECT TUBING HERCO -BRAID 0512 SERIES TUBING MINIMUM 12" OF FLEX TUBING. PROVIDE TUBING PIPE CLAMPS COMMON ISOLATE, FAULT, FROti Desi Design Team ALERT DETAIL NOTES MONITOR MODULE OR RELAY CARD 1 VESDA 7 RELAY REMOTE DISPLAY TERMINATION CARD. (FOR ALL VESDA LASER DETECTORS.) 2 RELAY OUTPUT PROGRAMMING MATRIX: v COMMON ISOLATE, FAULT, ALERT TO NEXT RELAY CARD III FIRE FIRE Design 1, 2 TO MONITOR Drawn RELAY # LASER AND SCANNER OUTPUT PROGRAMMING COMPACT OUTPUT PROGRAMMING MODULES 0 TYP) �� _ —ui1u III Checked 1 2 ISOLATE NOT USED ISOLATE NOT USED _ I ■I I I I!I oil l ■ 1 1 1 ■1 I l I Ij I I = = - _ - — = a + - Vnet A SH + - Vnet B SH 10 + Power IN + Power OUT I ■ I I I�I� Ilk ICI _ I I ICI .. Is I I II I i 1 ,� I lil Issmelomolomskpmm w� _ w - •3 , °°4i ,, Nc-' - "3 Pc 9 mge 9 2 1 L L 1J �A� A v - • ® _ 1 I■I - �r I�I �I!I I ■Il ► �� ` I I 1 rI Dote 3 FAULT FAULT ANI IN ,�N ■IL =:: .II UII. Alp, MN II, .!J ANIL J! II. 4 ALERT ALERT Xxx Pr No. 371047 5 NOT USED NOT USED 6 FIRE 1 NOT USED M.S. Project No. F.11161 A royals PP 7 FIRE 2 FIRE �I�I� - 3 TERMINATE WITH 47K EOL RESISTOR. DATA FROM ICI I1111 ICI I ■I DO NOT GLUE — -- _ - .= . =: = : �' : � � : r I I.I I l ADAPTERS (TYP) == CUSTOMER OPERATIONS Date , • G.P.I. a Microsoft Mechanical Engineer Date : Itaffil iiiillii aill.li alingli DETECTOR SAMPLE VESDA DETECTOR MODEL VLP - 000 -10 OR SIMILAR ORIENTATION Microsoft Cable Engineeer ••• • O • •••• • • 41 • 4, • O Microsoft Electrical Engineer PREVIOUS DEVICE DATA TO NEXT DEVICE o Engineering Manager VESDA LAS AM PIPE E LASERPLUS AND „STANDARD RSCAN N E R DETECTOR CONNECTION DETAIL {gy cams • 1•••1 coop mum noon poop Security Manager FROM VESDA VSP POWER SUPPLY J zi r FF &E PROJECT MANAGEMENT 0 10 VESDA LASER DISPLAY WIRING DIAGRAM Project Planner Date Project Manager 0 Senior Project Manager SCALE: gir NONE SCALE: NONE Development Manager Project Manager DO NOT GLUE ADAPTERS (TYP) ( ) l "' . I II III , VIBRATION DAMPER DISCONNECT TUBING HERCO -BRAID 0512 SERIES TUBING 9 Quality Control E TERMINAL A TERMINAL B Quality Control F'F &E Revisions No. Date Description 1 Bias (--) (GND) 1 Shield I • A 2 Reset (--) (GPI) 2 VESDAnet A ( -) 3 ', Reset ( +) (GPI) © VESDAnet A ( +) 0 4 Bias ( +) 4 Shield 1 I $ B C 5 r}iT Clio c. VESDA o ° ° o o ° ° ° VP UNION `� 7 ft , 9 Power ( -) E Pre -Alarm (C) Q Power ( +) 0 111 Fault (NO) 0 05/07/08 ISSUE FOR PERMIT I i Fault (C) Registration /', ti Al' . • ¢ o Ao 1. Q -: l ,., r , -,. V28D -- 'r ix Key Plan RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL FIRE ALARM DETAILS Essalm,20 ° o °° ° o ° o o ° ° ° ° ° o o 000000 ° ° ° ° o ° ° ° o o 0 o ° o ° 0 ° ' N I0,' N D E Fault (NC) II .7.40 �� �'� lilh �� / NC = NORMALLY CLOSE NO = NORMALLY OPEN C = COMMON LEGEND A TERMINAL A B TERMINAL B C RELAYS D 1.6 AMP FUSE E VESDAnet SOCKET Ai VESDA COMPACT WIRING DETAIL ak VESDA LASER COMPACT Mir SCALE: NONE Mir SCALE: NONE 120VAC PANEL: CIRCUIT: 0 a il - a+ a— © P2 11 COM 24V 0 Battery Fuse 15A C NC NO C NC NO I C NC NO Alarm Supervisory Trouble F2 0 0 O 0 i o i• o 0 I.X ZX n�z nOZ4 ZH 4H 12. 0 0 F1 AC Fuse 15A P1 P3 + BATT #1 12VDC AC NEUTRAL > AC LINE > CHASSIS GROUND > —j CHASSIS GROUND (EARTH) CONNECTION SHALL BE MADE DIRECTLY TO STANDOFF IN ENCLOSURE. ADDRESS d o oD 55-041 MONITOR MODULE 10 -1874A Comm. Cable C �Li�nx Not used 00 O O PUTER P4 00 O 0 VESDA STEP TROUBLE P5 + - BATT #2 12VDC O co V LOOP `20 TOP 0 NOT TO SCALE 00 O 0 - 1.0. - M M+ O 0 0 SHLD + DACT (485) Peripherals BPS 14 15 AC POWER ALARM TROUBLE SUPERVISORY SILENCE 0 0 0 0 0 0 0 0 0 0 PRE - DISCHARGE RELEASE RELEASE - DISABLE) ABORT GROUND FAULT ACKNOWLEDGE P6 NOT TO SCALE FOR PRE - ACTION DISCONNECTION FROM BFAP BUILDING FIRE ALA.RM CP -2 DEVICE FAST RESPONSE CONTACT MONITOR MODULE P/N 55-019 y m a 2 J I QC' O TYPICAL CHEETAH XI WIRING DIAGRAM x So y Q 00 < m 2 2 FAST RESPONSE CONTACT MONITOR P/ MODULE -019 TYPICAL PRE-ACTION BYPASS WIRING DIAGRAM POWER LIMITED 24VDC AUXILIARY OUTPUTS, 2A max each NOT NOT NOT USED USED USED SH + - SHLD + • SHLD Resat Aux Ou Auxliliary Outputs o. O T) 0 0 0 0 0 0 0 0 0 0 SUPPLEMENTAL LOOP MODULE 10 -2473 (1016 ONLY) 115 ■ 0 0 0 0 0 0 P7 a! CD J a + Ud 0 O 0 0 NOT TO SCALE P8 P9 P10 1.2K EOL 0 0 P11 1.2 K EOL 0 0 00 = =55 u, U 0 0 Ny LO 8 FAST RESPONSE CONTACT MONITOR MODULE P/N 55 -019 0 = =55 y 0 0 0 2= "' y s FAST RESPONSE CONTACT MONITOR MODULE P/N 55 -019 BUILDING FlRE ALARM CP -2 DEVICES 24VDC FROM BOOSTER POWER SUPPLY SEE SHEET FA 4.1 SLC -2 TO ROOFTOP DEVICES SLC -3 TO PHASE 2 DEVICES X BFAP CHEETAH ,eti __ PANEL 2 SLC OUT 00000 z x 5 5 s m o o o z z FAST RESPONSE CONTACT Lk MITOR MODULE P/N 55 -019 FIELD INSTALLABLE 10 -2360 I I SOLENOID NN $ TO RELAY MODULES SEE SHEET FA 4.2 S HVAC INTERLOCK WIRING 5 ( -) ( +) ( +) (-) ( +) NOT TO SCALE EOL 39K 0 0 Q 0 0 BFAP CHEETAH PANEL 2 SLC IN TOP 0 LOOP O 55 -042 ( +) ( -) 39K EOL +— _ N + —•••• +DRESS 55 -042 SUPERVISED CONTROL MODULE WIRINQ NOT TO SCALE id O TOP co 0 V LOOP 0 ° - 44' 55 -041 MONITOR MODULE WIRING NOT TO SCALE 55 -045 MINI MONITOR MODULE WIRING o d + - -N + M •• 0 1 } Q Lu0 C\, NO D_U4t NC }I- NO NC z 0 0 GENERAL NOTES 0 D FIELD DEVICE TAGS ARE TO BE PROVIDED BY THE CONTRACTOR. 63 -1054 6" Base (1) 63 -1052 Photo Sensor SET LOOP - ADDRESS OF DEVICES USING 55 -051 R TOOL TOP 0 •1 0 0 N ±N 0 +" 0 o — n ra e e a n e LOOP ADDRESS q O O 0 55 -043 RELAY MODULE WIRINQ NOT TO SCALE ( -) ( +) 0 0 0 0 2 3 4 5 6 20 -1063 DUCT DETECTOR WIFE PHASE 1 ONLY. SEE SHEET FA4.2 FOR PHASE 2 DUCT DETECTORS A THIS IS A TYPICAL TERMINATION DETAIL SHEET. SOME APPLICATIONS MAY APPEAR ON THIS SHEET AND MAY NOT BE REFERENCED ON THE FLOOR PLAN. B ALL FIRE ALARM SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH APPUCABLE PROVISIONS OF NFPA AND IFC. C CONDUIT ROUTING TO FIELD DEVICES SHALL BE DETERMINED AND SIZED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE CONDUIT ROUTING WITH OTHER TRADES. ROUTE CONDUIT SIZE AND PERCENT FILL SHALL BE SUBMITTED FOR REVIEW. E CONDUIT COLOT CODING SCHEDULE, ELECTRICAL IDENTIFICATION SPECIFICATION SECTION 16075. SLC -1 TO NEXT DEVICE NOT TO SCALE CLASS "B" WIRING STYLE 4 HVAC INTERLOCK WIRING (AS SHOWN ON SHEET FA 4.2) O 11 22 T ( +) 3 14 2 0 416T(+) 0 5 1ST ( - ) PIMA OED) 2Q -1063 PULL STATION WIRING RTS -451 REMOTE TEST STATIQN NOT TO SCALE NOT TO SCALE CALLISON TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER CALLISON www.callison.com IDC A NITECTS Design Team 371047 P.11161 Approvals OPERATIONS Date Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date PROJECT MANAGEMENT Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF T UKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL FIRE ALARM DETAILS k21 Location (floor /room no.) Occupancy Description Allow ed Watts per ft2 - Ceiling Height for this room Ceiling Height limit for this exception Adjusted LPA Watts per ft 3RD FLOOR DATA CENTER DATA CENTER 1.00 13.0 FEET 9 feet y �,; ., 1.08 1ST FLOOR/ ELECTRICAL ROOM ELECTRICAL ROOM 1.00 19.0 FEET 9 feet - -^ 1.20 1 ST FLOOR/ GENERATOR ROOM GENERATOR ROOM 1.00 19.0 FEET 9 feet 1.20 n.a. r- vertical glazing Indicate vertical glazing on plans N/A n.a. r overhead glazing Indicate overhead glazing on plans N/A n.a. r- 1513.4 Display /exhib /special Indicate separate controls N/A 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location N/A n.a. (b) photocell. Indicate location N / A ri 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations N/A n.a. [ 1513.6.2 Schedule with type and features (back -up, override capability); Indicate size of zone on plans Indicate requirements for lighting controls commissioning a n.a. r- 1513.7 EXIT SIGNS (Section 1514) yes 1514 Max. watts Indicate w atts for each exit sign Air > A li LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule w ith fixture types, lamps, ballasts, watts per fixture r i n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule w ith fixture types, lamps, ballasts, watts per fixture N/A N/A MOTORS (Section 1511) yes 1511 Dec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency rz -M -# TRANSFORMERS (Section 1540) yes 1540 Transformers iYifir E -E -# y t "mow; . awii ■ ip i wn fs . Project Info Project Address 3355 S. 120TH PLACE Date 6/12/2008 TUKWILA, WA 98168 For Building Department Use 1ST FLOOR/ GENERATOR ROOM Applicant Name: IDC ARCHITECTS Applicant Address: 2625 S. PLAZA DRIVE, SUITE 300, TEMPE, AZ 85282 Applicant Phone: 480.966.8188 Project Description 1ST L/ ELECTRICAL ROOM ❑ New Building ❑ Addition © Alteration ,r Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 3RD FLOOR/ DATA CENTER 2' X 4', 3 -LAMP T8 FLUORESCENT 18 -CELL PARABOLIC 0 Prescriptive 0 Lighting Pow er Allow ance • Systems Analysis 0 Clear (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) _ 1 ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new , installed w attage not increased, & space use not changed. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1ST FLOOR/ GENERATOR ROOM 4', 3 -LAMP T8 FLUORESCENT INDUSTRIAL STRIP 51 85.0 4335.0 1ST L/ ELECTRICAL ROOM 4', 3 -LAMP T8 FLUORESCENT INDUSTRIAL STRIP 70 85.0 5950.0 3RD FLOOR/ DATA CENTER 2' X 4', 3 -LAMP T8 FLUORESCENT 18 -CELL PARABOLIC 156 85.0 13260.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 28449.2 Schedule with type and features, indicate locations N/A n.a. r- vertical glazing Indicate vertical glazing on plans N/A n.a. r overhead glazing Indicate overhead glazing on plans N/A n.a. r- 1513.4 Display /exhib /special Indicate separate controls N/A 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location N/A n.a. (b) photocell. Indicate location N / A 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Location (floor /room no.) Occupancy Description Allow ed Watts per ft Area in ft Allowed x Area 1ST FLOOR/ GENERATOR ROOM ELECTRICAL GENERATOR AND SWITCHGEAR ROOM 1.20 5071.0 6085.2 1ST FLOOR/ ELECTRICAL ROOM ELECTRICAL SWITCHGEAR ROOM 1.20 3937.0 4724.4 3RD FLOOR/ DATA CENTER DATA CENTER 1.08 16333.0 17639.6 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 28449.2 Project Address 3355 S. 120TH PLACE Date 6/12/2008 The follow ing information is necessary to check a permit application for compliance w ith the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E -D -# yes p 1513.2 Area controls Maximum limit per sw itch E--D - # n.a. r- 1513.3 Daylight zone control Schedule with type and features, indicate locations N/A n.a. r- vertical glazing Indicate vertical glazing on plans N/A n.a. r overhead glazing Indicate overhead glazing on plans N/A n.a. r- 1513.4 Display /exhib /special Indicate separate controls N/A 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location N/A n.a. (b) photocell. Indicate location N / A 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations N/A n.a. [ 1513.6.2 (b) auto. sw itches Commissioning Schedule with type and features (back -up, override capability); Indicate size of zone on plans Indicate requirements for lighting controls commissioning N/A N/A n.a. r- 1513.7 EXIT SIGNS (Section 1514) yes 1514 Max. watts Indicate w atts for each exit sign E - D - # LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule w ith fixture types, lamps, ballasts, watts per fixture E - J - 01 E - D - # n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule w ith fixture types, lamps, ballasts, watts per fixture N/A N/A MOTORS (Section 1511) yes 1511 Dec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency rz -M -# TRANSFORMERS (Section 1540) yes 1540 Transformers Indicate size and efficiency E -E -# Lighting Power Allowance Adjustments LTG -LPA Project Address 3355 S. 120TH PLACE Date 6/12/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Pow er Allow antes for interior lighting. The Occupancy Description should agree w ith the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on w hich the adjustment is based. The Adjusted LPA is calculated from this number and from the Allow ed Watts per ft Carry the Adjusted LPA to the corresponding "Allow ed Watts per ft location on LTG-SUM Adjusted Lighting Power Allowances (Interior) ** From Table 15 -1 based on exceptions listed in footnotes Interior Lighting Summary LTG -INT Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allow ed Watts for Interior otes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input w attage of the fixture (not simply the lamp w attage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire w attage or length of track multiplied by 50, or as applicable, the w attage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK If "no" is circled for any question, provide explanation: Total Proposed Watts 23545 . CIT'Y TUKW JUN 18 Z008 PERMIT CENTER Design Drawn Checked Date FF &E CUSTOMER CALLISON E Project Planner Project Manager 3355 S 120th PL Tukwila, WA 98168 XXX Project No. M.S. Project No. Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date CALLISON www.callison.com 0 IDC ARCHITECTS TK Design Team 371047 P.11161 Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description SIO ISSUE FOR CONSTRUCTION AND CITY COMMENTS Registration Key Plan !PIIpIfIp911VIIIIIIIVIIV9mll lus ':�+� r rr1 il'�,a!ro�f�IPhlhlt 111'�I� .�tl14� °�m911�"�kx Bar Code lulllr�,llplul6u�'ll ull I II uIV �a�IF!�r .�:• ul uu9'��N I �alillll w I I �:�„ Sheet Title /Number LECTRICAL LIGHTING E'° ERGY COMPLIA C Date Date 0 PANEL NAME / NUMBER: VOLTAGE L -L: VOLTAGE L -N: MAIN BREAKER: MAIN LUG ONLY: 480 PHASE: WIRE: AMPS AMPS 3 BUS RATING IER (AMPS): 22,000 TK5/PP-1 277 4 (AMPS) : 125 125 70 ENCLOSURE: NEMA -1 ENCLOSURE: NEMA -1 MOUNTING: SURFACE CKT NO. LOAD DESCRIPTION LOAD CRITERIA BKR 0 BKR LOAD CRITERIA LOAD DESCRIPTION CKT DEM VA AMPS _ P AMPS P VA DEM NO. 1 EXHAUST FAN TK5 /GEN -1 1.0 2,106 20 3 A 20 3 2,106 1.0 EXHAUST FAN TK5 /GEN -2 2 3 1.0 2,106 B 2,106 1.0 4 5 1.0 2,106 C 2,106 1.0 6 7 SPARE 1.0 0 40 3 A 20 3 0 1.0 SPARE 8 9 1.0 0 B 0 1.0 10 11 1.0 0 C 0 1.0 12 13 SPARE 1.0 0 20 3 A 20 3 0 1.0 SPARE 14 15 1.0 0 B 0 1.0 16 17 1.0 0 C 0 1.0 18 19 SPARE 1.0 0 20 3 A 20 3 0 1.0 SPARE 20 21 SPARE 1.0 0 CO U 0 1.0 SPARE 22 23 SPARE 1.0 0 0 1.0 SPARE 24 25 SPARE 1.0 0 15 3 A 15 3 0 1.0 SPARE 26 27 SPARE 1.0 0 CO U 0 1.0 SPARE 28 29 SPARE 1.0 0 0 1.0 SPARE 30 31 SPARE 1.0 0 15 3 A 15 3 0 1.0 SPARE 32 33 SPARE 1.0 0 B 0 1.0 SPARE 34 35 SPARE 1.0 0 C 0 1.0 SPARE 36 37 HEAT TRACE 1.0 6,094 30 1 A 30 1 6,094 1.0 HEAT TRACE 38 39 HEAT TRACE 1.0 6,094 30 1 B 30 1 6,094 1.0 HEAT TRACE 40 41 HEAT TRACE 1.0 6,094 30 1 C 30 1 6,094 1.0 HEAT TRACE 42 PHASE A CONNECTED: PHASE B CONNECTED: PHASE C CONNECTED: TOTAL CONNECTED: PHASE A DEMAND: PHASE B DEMAND: PHASE C DEMAND: TOTAL DEMAND: 16,400 VA VA VA kVA VA VA VA AT: AT: PHASE PHASE PHASE 480 A: B: C: = A: B: C: = 59.2 AMPS AMPS AMPS AMPS AMPS AMPS AMPS AMPS GENERAL NOTES: 1. 16,400 59.2 16,400 59.2 49 59.2 16,400 PHASE PHASE PHASE 480 59.2 16,400 59.2 16,400 59.2 49 kVA 59.2 SPACE 1.00 0 PANEL NAME / NUMBER. VOLTAGE L -L: VOLTAGE L -N: MAIN BREAKER: MAIN LUG ONLY: 480 PHASE: WIRE: AMPS AMPS 3 BUS RATING IER (AMPS): 42,000 TK5/LP-1 277 4 (AMPS) : 125 125 70 ENCLOSURE: NEMA -1 ENCLOSURE: NEMA -1 MOUNTING: SURFACE CKT NO. LOAD DESCRIPTION LOAD CRITERIA BKR 0 BKR LOAD CRITERIA LOAD DESCRIPTION CKT DEM VA AMPS P AMPS P VA DEM NO. 1 GENERATOR ROOM - LIGHTING 1.25 2,305 20 1 A 20 1 3,893 1.25 DATA CENTER - LIGHTING 2 3 GENERATOR ROOM - LIGHTING 1.25 2,393 20 1 B 20 1 4,034 1.25 DATA CENTER - LIGHTING 4 5 UPS ROOM - LIGHTING 1.25 2,762 20 1 C 20 1 4,005 1.25 DATA CENTER - LIGHTING 6 7 UPS ROOM - LIGHTING 1.25 2,745 20 1 A 20 1 3,445 1.25 DATA CENTER - LIGHTING 8 9 ROOF - LIGHTING 1.25 816 20 1 B 20 1 2,581 1.25 DATA CENTER - LIGHTING 10 11 SPARE 1.00 0 20 1 C 20 1 0 1.00 SPARE 12 13 SPARE 1.00 0 20 1 A 20 1 0 1.00 SPARE 14 15 SPARE 1.00 0 20 1 B 20 1 0 1.00 SPARE 16 17 SPACE 1.00 0 20 1 C 20 1 0 1.00 SPACE 18 19 SPACE 1.00 0 20 1 A 20 1 0 1.00 SPACE 20 21 SPACE 1.00 0 20 1 B 20 1 0 1.00 SPACE 22 23 SPACE 1.00 0 20 1 C 20 1 0 1.00 SPACE 24 25 SPACE 1.00 0 20 1 A 20 1 0 1.00 SPACE 26 27 SPACE 1.00 0 20 1 B 20 1 0 1.00 SPACE 28 29 SPACE 1.00 0 20 1 C 20 1 0 1.00 SPACE 30 31 SPACE 1.00 0 20 1 A 20 1 0 1.00 SPACE 32 33 SPACE 1.00 0 20 1 B 20 1 0 1.00 SPACE 34 35 SPACE 1.00 ❑ 20 1 C 20 1 0 1.00 SPACE 36 37 SPACE 1.00 0 20 1 A 20 1 0 1.00 SPACE 38 39 SPACE 1.00 0 20 1 B 20 1 0 1.00 SPACE 40 41 SPACE 1.00 0 20 1 C 20 1 0 1.00 SPACE 42 PHASE A CONNECTED: PHASE B CONNECTED: PHASE C CONNECTED: TOTAL CONNECTED: PHASE A DEMAND: PHASE B DEMAND: PHASE C DEMAND: TOTAL DEMAND: 12,388 VA VA VA kVA AT: VA VA VA kVA AT: PHASE PHASE PHASE 480 A: B: C: = A: B: C: = 44.7 AMPS AMPS AMPS AMPS AMPS AMPS AMPS AMPS GENERAL NOTES: 1. Notes 9,824 35.4 6,767 24.4 29 34.9 15,485 PHASE PHASE PHASE 480 55.9 12,280 44.3 8,459 30.5 36 43.6 PANEL NAME / NUMBER: VOLTAGE L -L: VOLTAGE L -N: MAIN BREAKER: MAIN LUG ONLY: 208 PHASE: WIRE: AMPS AMPS 3 BUS RATING IER (AMPS): 22,000 TK5/RP-1 120 4 (AMPS) : 100 100 70 ENCLOSURE: NEMA -1 ENCLOSURE: NEMA -1 MOUNTING: SURFACE CKT NO. LOAD DESCRIPTION LOAD CRITERIA BKR 0 BKR LOAD CRITERIA LOAD DESCRIPTION CKT DEM VA AMPS P AMPS _ P VA DEM NO. 1 UPS ROOM - RECEPTACLE 1.0 720 20 1 A 30 2 0 1.0 DATA CENTER - RECEPTACLE (L6 -3 0R) 2 3 UPS ROOM - RECEPTACLE 1.0 540 20 1 B - 0 1.0 4 5 TK5 /EF -TOIL1 1.0 480 20 1 C 30 2 0 1.0 DATA CENTER - RECEPTACLE (L6 -30R) 6 7 SPARE 1.0 0 20 1 A 0 1.0 8 9 SPARE 1.0 0 20 1 B 20 1 0 1.0 SPARE 10 11 SPARE 1.0 0 20 1 C 20 1 0 1.0 SPARE 12 13 SPARE 1.0 0 20 1 A 20 1 0 1.0 SPARE 14 15 SPARE 1.0 0 20 1 B 20 1 0 1.0 SPARE 16 17 SPACE 1.0 0 20 1 C 20 1 0 1.0 SPACE 18 19 SPACE 1.0 0 20 1 A 20 1 0 1.0 SPACE 20 21 SPACE 1.0 0 20 1 B 20 1 0 1.0 SPACE 22 23 SPACE 1.0 ❑ 20 1 C 20 1 0 1.0 SPACE 24 25 SPACE 1.0 0 20 1 A 20 1 0 1.0 SPACE 26 27 SPACE 1.0 0 20 1 B 20 1 0 1.0 SPACE 28 29 SPACE 1.0 0 20 1 C 20 1 0 1.0 SPACE 30 31 SPACE 1.0 0 20 1 A 20 1 0 1.0 SPACE 32 33 SPACE 1.0 0 20 1 B 20 1 0 1.0 SPACE 34 35 SPACE 1.0 0 20 1 C 20 1 0 1.0 SPACE 36 37 SPACE 1.0 0 20 1 A 20 1 0 1.0 SPACE 38 39 TK5 /RTU -AIM -1 1.0 2,600 600 35 2 B 50 2 4,000 ❑00 1.0 TK5- IWH -01 40 41 1.0 2,600 C 4,000 1.0 42 PHASE A CONNECTED: PHASE B CONNECTED: PHASE C CONNECTED: TOTAL CONNECTED: PHASE A DEMAND: PHASE B DEMAND: PHASE C DEMAND: TOTAL DEMAND: 720 VA VA VA kVA AT: VA VA VA kVA AT: PHASE PHASE PHASE 208 A: B: C: = A: B: C: = 6.0 AMPS AMPS AMPS AMPS AMPS AMPS AMPS AMPS GENERAL NOTES: 1. 7,140 59.5 7,080 59.0 15 41.5 720 PHASE PHASE PHASE 208 6.0 7,140 59.5 7,080 59.0 15 41.5 PANEL NAME / NUMBER: VOLTAGE L -L: VOLTAGE L -N: MAIN BREAKER: MAIN LUG ONLY: 208 PHASE: WIRE : AMPS AMPS 3 BUS RATING IER (AMPS): 18,000 TK5/RP-2 120 4 (AMPS) : 70 70 70 ENCLOSURE: NEMA -1 ENCLOSURE: NEMA -1 MOUNTING: SURFACE CKT NO. LOAD DESCRIPTION LOAD CRITERIA BKR 0 BKR LOAD CRITERIA LOAD DESCRIPTION CKT DEM VA AMPS P AMPS P VA DEM NO. 1 JACKET WATER HEATER - TK5 /GEN -1 1.0 2,600 600 35 2 A 20 1 1,513 1.0 BATTERY CHARGER - TK5 /GEN -1 2 3 1.0 2,600 B 20 1 900 1.0 GENERATOR ROOM - RECEPTACLE 4 5 JACKET WATER HEATER - TK5 /GEN' -1 1.0 2 600 35 2 C 20 1 0 1.0 SPARE 6 7 1.0 2,600 A 20 1 0 1.0 SPARE 8 9 SPARE 1.0 0 20 2 B 20 1 0 1.0 SPARE 10 11 1.0 0 C 20 1 0 1.0 SPARE 12 13 SPACE 1.0 0 20 1 A 20 1 0 1.0 SPACE 14 15 SPACE 1.0 0 20 1 B 20 1 0 1.0 SPACE 16 17 SPACE 1.0 0 20 1 C 20 1 ❑ 1.0 SPACE 18 PHASE A CONNECTED: PHASE B CONNECTED: PHASE C CONNECTED: TOTAL CONNECTED: PHASE A DEMAND: PHASE B DEMAND: PHASE C DEMAND: TOTAL DEMAND: 6,713 VA VA kVA AT: VA VA kVA AT: PHASE PHASE PHASE 208 A: B: C: = A: B: C: = 55.9 AMPS AMPS AMPS AMPS AMPS AMPS AMPS GENERAL NOTES: 1. 3,500 29.1 2,600VA 21.7 13 35.6 6,713 PHASE PHASE PHASE 208 55.9 3,500 29.1 2,600VA - AMPS 21.7 13 35.6 PANEL NAME / NUMBER: VOLTAGE L -L: VOLTAGE L-N: MAIN BREAKER: MAIN LUG ONLY: 208 PHASE: WIRE: AMPS AMPS 3 BUS RATING IER (AMPS): 18,000 TK5/RP-3 120 4 (AMPS) : 70 70 70 ENCLOSURE: NEMA -1 ENCLOSURE: NEMA -1 MOUNTING: SURFACE CKT NO. LOAD DESCRIPTION LOAD CRITERIA BKR 0 BKR LOAD CRITERIA LOAD DESCRIPTION CKT DEM VA AMPS _ P AMPS _ P VA DEM NO. 1 JACKET WATER HEATER - TK5 /GEN -2 1.0 2 600 35 2 A 20 1 1 513 ' 1.0 BATTERY CHARGER - TK5 /GEN -2 2 3 1.0 2 B 20 1 468 1.0 FUEL OIL PUMP - PMP -1 4 5 JACKET WATER HEATER - TK5 /GEN -2 1.0 2 600 35 2 C 468 1.0 6 7 1,0 2'600 A 20 E 7 468 1.0 FUEL OIL PUMP - PMP -2 8 1.0 SPARE 1.0 0 20 2 B 468 1.0 10 11 1.0 0 C 20 1 0 1.0 SPARE 12 13 SPACE 1.0 0 20 1 A 20 1 0 1.0 SPACE 14 15 SPACE 1.0 0 20 1 B 20 1 0 1.0 SPACE 16 17 SPACE 1.0 I 0 20 1 C 20 1 ❑ 1.0 SPACE 18 PHASE A CONNECTED: PHASE B CONNECTED: PHASE C CONNECTED: TOTAL CONNECTED: PHASE A DEMAND: PHASE B DEMAND: PHASE C DEMAND: TOTAL DEMAND: 7,181 VA VA kVA AT: VA VA kVA AT: PHASE PHASE PHASE 208 A: B: C = A: B: C: = 59.8 AMPS AMPS AMPS AMPS AMPS AMPS AMPS AMPS GENERAL NOTE' 1. 3,536VA 29.4 3068 255 38.:3 14 7,181 PHASE PHASE PHASE 208 59.8 3,536VA 29.4 3,068 25.5 14 38.3 55.9 4,113VA 34.2 PANEL NAME / NUMBER: VOLTAGE L -L: VOLTAGE L -N: MAIN BREAKER: MAIN LUG ONLY: 208 AMPS AMPS -t diR . -t BUS RATING ,:i7n 6 (AMPS) : 70 TK51RP -4 12 70 ENCLOSURE: NEMA -1 MOUNTING: SURFACE CKT NO. LOAD DESCRIPTION LOAD CRITERIA BKR 0 BKR LOAD CRITERIIOAD DESCRIPTION CKT DEM VA AMPS P AMPS P VA DEM NO. 1 JACKET WATER HEATER - TK5 /GEN -3 1.0 2,600 35 2 A 20 1 1,513 1.0 BATTERY CHARGER - TK5 /GEN -3 2 3 1.0 2,600 B 20 1 1,513 1.0 SPARE 4 5 JACKET WATER HEATER - TK5 /GEN -3 1.0 2,600 35 2 C 20 1 0 1.0 SPARE 6 7 1.0 2,600 A 20 1 0 1.0 SPARE 8 9 SPARE 1.0 0 20 2 B 20 1 0 1.0 SPARE 10 11 1.0 0 C 20 1 0 1.0 SPARE 12 13 SPACE 1.0 0 20 1 A 20 1 0 1.0 SPACE 14 15 SPACE 1.0 0 20 1 B 20 1 0 1.0 SPACE 16 17 SPACE 1.0 0 20 1 C 20 1 0 1.0 SPACE 18 PHASE A CONNECTED: PHASE B CONNECTED: PHASE C CONNECTED: TOTAL CONNECTED: PHASE A DEMAND: PHASE B DEMAND: PHASE C DEMAND: TOTAL DEMAND: 6,713 VA VA kVA AT: VA VA kVA AT: PHASE PHASE PHASE 208 A: B: C: = A: B: C: = 55.9 AMPS GENERAL AMPS AMPS AMPS AMPS AMPS AMPS AMPS NOTES: 1. 4,113VA 34.2 2,600 21.7 13 37.3 6,713 PHASE PHASE PHASE 208 55.9 4,113VA 34.2 2,600 21.7 13 37.3 CALLISON CALLISON www.callison.com TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER 371047 P.11161 Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF&E M®C .11i', C Design Team Approvals OPERATIONS PROJECT MANAGEMENT Date Project Planner Date Project Manager Senior Project Manager Development Manager'. Project Manager Quality Central Reviewer Quality Control FF &E No. Date Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration Key Pion RECEIVED CITY OF TUKwiLA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number ELECTRICAL PANEL SCHEDULES P 1 2 3 4 5 6 7 8 10 9 11 12 13 14 15 16 . 17 18 19 20 22 21 24 23 25 26 27 28 29 30 L 31 ACTION / ALARM INITIATION MANUAL PULL STATION AREA SMOKE DETECTOR AREA HEAT DETECTOR ELECTRICAL AREAS CEILING EWSD ALERT (LOW LEVEL ALARM) ELECTRICAL AREAS CEILING EWSD FIRE ALARM (HIGH LEVEL ALARM) ELECTRICAL AREAS CEILING EWSD COMMON TROUBLE /TEST ISOLATE COLOCATION AREA EWSD ALERT (LOW LEVEL ALARM) COLOCATION AREA EWSD FIRE ALARM (HIGH LEVEL ALARM) COLOCATION AREA EWSD COMMON TROUBLE /TEST ISOLATE FIRE PROTECTION SPRINKLER WATER FLOW SPRINKLER VALVE TAMPER SWITCH ACTIVE PRE — ACTION SYSTEM WATERFLOW LOSS OF LOCAL NETWORK (CPU) LOSS OF PEER TO PEER COMMUNICATIONS FAILURE OF AC POWER SHORT OR OPEN CIRCUIT PRE — ACTION SPRINKLER CONTROL PANEL TROUBLE PRE — ACTION SPRINKLER SYSTEM LOW AIR PRESSURE ALARM LIFE SAFETY SYSTEM ® ARE ALA M FUNCTIONAL MATRIX NTS GENERAL NOTES A THIS FUNCTIONAL MATRIX DESCRIBES THE PROGRAMMING AND RESPONSE OF THE BUILDING FIRE ALARM SYSTEM TO VARIOUS ALARM CONDITIONS. KEYED NOTES 1 POINT TYPES: A — ALARM 5 — SUPERVISORY T TROUBLE 2 ELECTRICAL AREAS INCLUDE SWITCHGEAR ROOMS AND ELECTRICAL ROOMS. 3 PROVIDE SIGNAL TO RESPECTIVE PRE— ACTION SPRINKLER ZONE. COORDINATE WITH FIRE PROTECTION CONTRACTOR. 4 ALARM SIGNALS IN A SPRINKLER ZONE SHALL ACTIVATE THE FIRE SUPPRESSION PRE ACTION SYSTEM. 5 LOCATE MANUAL PULL STATIONS AT EACH FLOOR EXIT AND BUILDING EXIT. 6 ELEVATOR TO RECALL TO ALTERNATE FLOOR IF SMOKE DETECTOR IN LOBBY OF PRIMARY RECALL FLOOR IS ACTIVATED. 7 PROVIDE SIGNAL TO RESPECTIVE PREACTION SPRINKLER ZONE. COORDINATE WITH FIRE PROTECTION CONTRACTOR. 8 EVACUATION OVERRIDE BUTTON WILL BE PROGRAMMED TO ALLOW FOR SYSTEM TESTING. OVERRIDE WILL POST AN ALARM MESSAGE ON THE FIRE SYSTEM UNTIL THE SWITCH IS PUT BACK IN THE NORMAL POSITION. 9 AIR HANDLER TO SHUTDOWN MANUALLY BASED ON INVESTIGATION OF ALARM. Design Drawn Checked Date CUSTOMER iIP Vl7fl�MV1 irva.11pui @Ii1h9�MP71ull @II i'I�M" 11dfhli�� I I la �;; ?-� I h?II311 C A L L I S O N CALLISON www.callison.com W lu 1111 !Illhe'?7 91d m IW I'dIIlkSli l 3355 S l2Oth PL Tukwila, WA "' 8168 XXX Project No. M.S. Project No. n I I1 "P S31 S P 1• 1 1 Pli ,.,'. Design Team 371047 1'.11161 lil?1� ICV9iNllill9' I ?��'�dMil- v .c.N�i.l��.l?.�119' Microsoft Mechanical Engineer Dote Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E 0 IDC ARCHITECTS Approvals OPERATIONS PROJECT MANAGEMENT .n.l a n.,�'rii1.1T I IVlel nl'I 9uvP� .� hP11191G I IL LIPSVfd "auV I r� I I M „,. No. Date Revisions Description Registration Key Plan Bar Code 0 05/07/08 ISSUE FOR PERMIT I Iii? I�rr „'i� I I'liil�ih4,.o1I I'I °L {k=T luc ,fi N:il'�• RECEIVED CITY OF TUKVVILA MAY 13 2008 PERMIT CENTER I"I"It�'P�P ^nflMlllfatllpu�e - 1�? �. 1 nhuri�krs9�li+'” tlrfi"'�Ilfll"il�Iff1G?y"nlil4.. I °I °I I Illu'Ihl 141!Ilryl;�a sYil ?IUglllhllllllal!:Filllll ° PI ? +ul rS' Sheet Title /Number LE I+ L l�lir ;�:: N��. E LA M �.. II F' 1 O AL ,�N:I Chll TR! Date Date RESULTING ACTION TRANSMIT SIGNAL AT TK5 SECURITY ROOM POINT TYPE O COMME o T DISPLAY AT TK5 LOBBY ANNUNCIATOR PANEL BLDG EVAC HORNS AND STROBES Q WATERFLOW ALARM BELL AUTODIAL CENTRAL STATION ALARM AUTODIAL CENTRAL STATION TROUBLE/ SUPERVISORY SHUTDOWN AFFECTED AIR HANDLER ALARM TO PRE — ACTION CONTROL PANEL SWITCH TO DC POWER INPUT TO FMS a b c d e f _c h i a k 1 m n YES YES YES YES A YES YES Q A Q YES ©0 A YES YES YES T YES YES YES YES Q A YES YES T YES YES YES T YES YES YES YES O9 A YES YES T YES YES YES YES YES A YES YES YES S YES YES YES YES YES YES A YES YES T YES YES T YES YES YES T YES YES T YES YES T YES YES YES T P 1 2 3 4 5 6 7 8 10 9 11 12 13 14 15 16 . 17 18 19 20 22 21 24 23 25 26 27 28 29 30 L 31 ACTION / ALARM INITIATION MANUAL PULL STATION AREA SMOKE DETECTOR AREA HEAT DETECTOR ELECTRICAL AREAS CEILING EWSD ALERT (LOW LEVEL ALARM) ELECTRICAL AREAS CEILING EWSD FIRE ALARM (HIGH LEVEL ALARM) ELECTRICAL AREAS CEILING EWSD COMMON TROUBLE /TEST ISOLATE COLOCATION AREA EWSD ALERT (LOW LEVEL ALARM) COLOCATION AREA EWSD FIRE ALARM (HIGH LEVEL ALARM) COLOCATION AREA EWSD COMMON TROUBLE /TEST ISOLATE FIRE PROTECTION SPRINKLER WATER FLOW SPRINKLER VALVE TAMPER SWITCH ACTIVE PRE — ACTION SYSTEM WATERFLOW LOSS OF LOCAL NETWORK (CPU) LOSS OF PEER TO PEER COMMUNICATIONS FAILURE OF AC POWER SHORT OR OPEN CIRCUIT PRE — ACTION SPRINKLER CONTROL PANEL TROUBLE PRE — ACTION SPRINKLER SYSTEM LOW AIR PRESSURE ALARM LIFE SAFETY SYSTEM ® ARE ALA M FUNCTIONAL MATRIX NTS GENERAL NOTES A THIS FUNCTIONAL MATRIX DESCRIBES THE PROGRAMMING AND RESPONSE OF THE BUILDING FIRE ALARM SYSTEM TO VARIOUS ALARM CONDITIONS. KEYED NOTES 1 POINT TYPES: A — ALARM 5 — SUPERVISORY T TROUBLE 2 ELECTRICAL AREAS INCLUDE SWITCHGEAR ROOMS AND ELECTRICAL ROOMS. 3 PROVIDE SIGNAL TO RESPECTIVE PRE— ACTION SPRINKLER ZONE. COORDINATE WITH FIRE PROTECTION CONTRACTOR. 4 ALARM SIGNALS IN A SPRINKLER ZONE SHALL ACTIVATE THE FIRE SUPPRESSION PRE ACTION SYSTEM. 5 LOCATE MANUAL PULL STATIONS AT EACH FLOOR EXIT AND BUILDING EXIT. 6 ELEVATOR TO RECALL TO ALTERNATE FLOOR IF SMOKE DETECTOR IN LOBBY OF PRIMARY RECALL FLOOR IS ACTIVATED. 7 PROVIDE SIGNAL TO RESPECTIVE PREACTION SPRINKLER ZONE. COORDINATE WITH FIRE PROTECTION CONTRACTOR. 8 EVACUATION OVERRIDE BUTTON WILL BE PROGRAMMED TO ALLOW FOR SYSTEM TESTING. OVERRIDE WILL POST AN ALARM MESSAGE ON THE FIRE SYSTEM UNTIL THE SWITCH IS PUT BACK IN THE NORMAL POSITION. 9 AIR HANDLER TO SHUTDOWN MANUALLY BASED ON INVESTIGATION OF ALARM. Design Drawn Checked Date CUSTOMER iIP Vl7fl�MV1 irva.11pui @Ii1h9�MP71ull @II i'I�M" 11dfhli�� I I la �;; ?-� I h?II311 C A L L I S O N CALLISON www.callison.com W lu 1111 !Illhe'?7 91d m IW I'dIIlkSli l 3355 S l2Oth PL Tukwila, WA "' 8168 XXX Project No. M.S. Project No. n I I1 "P S31 S P 1• 1 1 Pli ,.,'. Design Team 371047 1'.11161 lil?1� ICV9iNllill9' I ?��'�dMil- v .c.N�i.l��.l?.�119' Microsoft Mechanical Engineer Dote Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Planner Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E 0 IDC ARCHITECTS Approvals OPERATIONS PROJECT MANAGEMENT .n.l a n.,�'rii1.1T I IVlel nl'I 9uvP� .� hP11191G I IL LIPSVfd "auV I r� I I M „,. No. Date Revisions Description Registration Key Plan Bar Code 0 05/07/08 ISSUE FOR PERMIT I Iii? I�rr „'i� I I'liil�ih4,.o1I I'I °L {k=T luc ,fi N:il'�• RECEIVED CITY OF TUKVVILA MAY 13 2008 PERMIT CENTER I"I"It�'P�P ^nflMlllfatllpu�e - 1�? �. 1 nhuri�krs9�li+'” tlrfi"'�Ilfll"il�Iff1G?y"nlil4.. I °I °I I Illu'Ihl 141!Ilryl;�a sYil ?IUglllhllllllal!:Filllll ° PI ? +ul rS' Sheet Title /Number LE I+ L l�lir ;�:: N��. E LA M �.. II F' 1 O AL ,�N:I Chll TR! Date Date 711 0056 711 -006/1 0115.0060 Is 3P 7992 A Is. 51.04741 A PD -0012 ('RIA04? T ke?r221A T Is, 51.(1129A 4. Is, 17 7856 A 4. 1st S1,(146147 A 434 7KSq,H -1.1 Ise IP 221 A Ise SI 110.8 A Supply Fun M'9nn I ke IP 912A 15,131 1119-1 A 491-0001 XI0-0001 A 1765/,5111 -M: 8 , P[ -0029 TK5 /SI13.MI Ixc 3? 49663 A Ise 511143614 A CH1, -0050 91 -006; Iw• 11' 7'N2 A I5,•5I1 %4741 A RU5-00n2 Ice IP 6518 A 5111 Iµ40 A 1'16 00:9 451. -0048 T Is IP 223A T Ise XI.(31RA Q. Ise 1 P 6386A 'Ir lu 51x1378$A (141 47 T Ira IP490A T 15411!287A 4 I ;P 11842 A '1 Ise 5113 24(.5 5115.00?? Ise :P 42„1 ,1 Is, til13 2461: A 11X Cnmpre55,n, I PI -0046 5117 (l Fa. 1 Ise :P 97 A Isa• 513149 A 1711.0001 lacy ;P 0.000 A Ise SL(1 6553,\ B115-0002 Is 3P 808.3 A Ise SLn 6598 0 T Ise IP134,\ T Ise 5Ln46A '1 Ise ;P7892A BUS -0003 4 Ise SL(: 6146 A Esc 3P 7975 A TX5/Ur51(PRII k 3P7975A Lc 51.45 6491 A T Lsc 37 Pn 141A 1' Ise SISI Pn 46 A 4 Is. 37 58315 A 4, Ise SL4i 51203 A p0 -0003 71. 't TICS /171'0 -1 (58.('1 I 37631770. Ise x1.11 64x100. (.73L-0002 T Ise 3P 4958 A T Ixc 5IXi3375A PI -0001 J, Ise 3P57146A 'I, Is. SU559257A 7110003 Open; PD -0005 CBI -0029 BUS-0014 P310006 ('51-005; T 18.37221 A T Is, 5I.(1129,6 d Is, 3P7E156A 'Y Is 5343 46337 A 0µI.0007 T Is, 3P4967A T Is, 51.03339,\ y Ise 31. 44588 A 'I. Is, 5143 40642 A P11 - 0057 BIG -0064 Ise 37 7992 A 16, 514i 4141 0 ;RP Condenser Iwo 1 Ise lP 15A 162511174 434 TK5 /EP -I -2 Ise 3P224A Isc SLG88A 320V (6l Cn1 iupply Fan .1omn 2 Ise OP 382A Ise 51.0194 5 T3C5 /G7SIA Is. 3P 51025 A Ise SW 62538 A P0-0069 CBL -0053 BUS-0065 BUS-0067 Ise 37 902 A Ise SLG 4741 A 181.0051 T Ise 38223A T Ise SLGtmA 0,3865064 0' 1s. 01(:3706 BUS-0066 Ise 3P6511A Ise SIG 5840 A Inc 3P 32331 A Is, Sal 24613 A TF5!RTU -1 -1 4, 3P 32331 ,\ Ise 0L(5 24613 A 7X5/(385.1 P1 -00-40 ['81..0030 T Ise 3P490A T Tic SL4i2137A 'L Ise 3P51842A 'I Is. SL6r 24365 N E S61' Uteldnec, Pam 2 Ise 3797 A 35 6313 49 4 Pn -0062 ('RI. -00;1 RIG-00;n 711 -0053 CR1.0055 T Ixc 38 221 A T Is, 51011290 �(. Ixc 18 7656 A 'Y Ise 51154687A BIG-006a Ixc 377992 A Ixc 51,43 4741 A 434 1115413 -1.1 Ise 38 724 A 3,511i BSA Supply Pan Mat 3 Ise1752A 36,53113944 120V Ct 1 ('42 7110070 3:58;754 -1.2 Is, .17 323.11 A 16,531524633,6 ('51. -0056 BUS -0071 I. ?I' 7992 A 1st 8111 4741 A C111.-0054 T Is 11'223A T Ixe 51 11 RR A 4 Esc 588,88 4 Is, 31 (1 17414 81 -0070 Esc 17 6518 A Ise 0(4;37400 P11 -0041 (131,0042 T Ire 37 490 A T Is. 51.11 287 ,6 4, Ise 17 31842 A 'I, kc 51.11 24 5011-00,1,5 5111000 33136-0049 163 IP ;2331 A Luc 51.412461 DX ('ompresn „m 5117Cvndenxs 1-16 3 w 4r97A 15.. 51.4149 A 711 0051 , PD-0071 101.-0031 141 -0011 3117 C Runs 1 Ise 1r15A Is, 51.4170 801-005a ('R1. -0056 T Is, 17 221 A T Is, 51.(11290 y Is, 17 7556 A '1• Ixc Slr 46E7 A 01(54072 kc 3P 7992 A Ixc 51.(114741 A 434 11:5 /1.l -l4 Ise 17 724 A kc 51.1316 ,6 120V11.1(41 Supply Fan WWI, 4 Is, ;P 382 A Ise 5145 194 A (61.0009 61 -0031 61 -0075 ke 31'7992 A Ise SI 114741 A P17 ) 1'51.•0057 T IS, 3P 223A T 0,51131411 'I, Ns1731X6A Qs Is, 61.13 (2111; BUS-0074 Ise :76518A 15e 01,13 1840 A CBI 0034 T Ise 31'490 A T 16 , 5 1 1 1 2 8 7 0 'I. 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Ise ;P ;1842 A '1 Ixc 5145 24365 6115-0041 Is. 37 32 331 A Ixc 01.11 24619 A I/X ('39upress„'s 5 TF5/87I1 -11 Ise 38 32331 A 1st 5115 24613 A N ) 7 '81.0017 530' Con1ensn 194, 5 Ise 17 97 0 Ixc 51.(1490 711.0044 81354012 PI/4062 1117 ('rndnm■ Pnu 5 161 3P 15A Sic 131337A 1'HI. -0067 64:341074 Stu. 515430R6 T1 547'54. 120V C61 Cei N E N E Supply Nu Motors 6 Ire 47 5332 A 157 51 15 194 A 1'1' 0074 ('81.0008 BIG-0065 '61.016* 7043048 ('RI -001A T 153 tP 450 A T I. 3115 2471 'I, 15, 1P 11R42 4 Ise SD: 24165 BITS.004? Is, 17 12 431 ,1 Iw 5111 2431 4 4 '1K5/511',1 -5 Is, 17 323 A I. 414. 2461 44 ) 5117 C „nle'm-r Fa us Esc 47 97 A 180111349 ` 7110041 (61.0068 81'5 -0044 FAULT CURRENT - NORMAL OPERATING MODE S'q I, ,n M,.5,•,, ' In, 17 012 A Is, 611, I W A 315i 0'u T it 5E'. y 0 -:I' y Iw sTI, l,3,4., 151'451043 I” 'E' '25 31 A 41'•:491 A 114' 11i5/µ11 1 1. I,. 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PD-0007 3115.00.49 51'50050 1111' 6nneletlscr 086 9 711-0076 061. -0045 IIIPeruxIsnsrr F9.9 120V 011 Co 9 71449 HN•2 51150008 711-0035 481. -0004 0pm� P394)008 .WWWWW,WWWWWWWWIWWWWWWWW,WWWSWINSW :77,5441, 1 0157 53:m1y Pons l0 Is, 17 283 A I,,5143140A ('61 -00-16 1 Is, iP 565 A T Ivc SI,13 331A J, Ise ;P25624 A 'I, Is, 51 65 19137 A 20Hr Return Funs 19 kc 1? 191 A Is, 511194 A 7110066 513543051 L•e 37 26193 1sc 5111 19445 A ) DX ('9mpnsx"n 10 711.0079 1'81.0647 µ1J5 -0053 6 30111' Supply Run 11 711 -0017 0ve P11 -0009 5HP ('9rulens.r Pons 10 Ise 37 98A I. 51.4:49 4 1 I'K5 /(18,34; 5115 -0009 ('RI 41005 1 7P -0067 63 n 4BI -007X BI'S -005 TK5/RTII -P1.1 Ise 17 26193 ,\ Ise 5145 19444 A 5 711.0080 ('111 -0071 ('31.43120 'L Ise 41' 212..4 A y Isc 5144 14148 5115.0125 Ise 11'21254, Ise 51,151414•A HI 1 5.7705/PP -I 5117 Condenser Pans 11 PP -0095 20117 Supply Funs 11 120V ('M ('n 11 481.0111 81 717 -0041 5115.0104 B1 Es, 17 21754 A Ise SI.1; 14148 A ('51.012' 4, Ix. 1P 1'7516 '1' ISe 5113 12682 A BUS - 0136 Ise 1719116 A Ise 51.(1 12682 A Ise IP 17684 Is. 5115 A ('51,00 T 7050 7.1 1105112.1 515 -0054 TEL5/RP -1 TK5 /871 -PI.2 n.•r.:cnmm� s5:•:r¢x9wscnnn.0.nwr.:0 P11 -0097 P16010■4 L Pr I.1/A11.0025 Ixc 17'34008 A Is, 51:1 25550,\ Inc iP 14308 A lsc 51,14 25550 A ('HI -00340 81150105 31T5 -0113 Is, :1' 4 30B A Ise 41 11 25550 A ('01008, 'I• Inc 37 29945 A Lsc 5161 21199 A 13115 -011I Ise 1('29945 A Ixc 51 15 21 599 A X8: -0021 o f T Ls, 37 Pr. I A ° 'I/ Ise 4P 21'1:5 A 'T• Ixe 511:438910. XP2 -002; T 16217 IA Is, IP 19112 A 'f, Is, 5111 28967 0 6115 -0180 31154171 11,57193134 Ise 17 2 229957 A 1e5 03,1 26967 A Iso 511544X99 A 101,0118 ('03,0115 Inc IP 17681 A y 13 IP 26125 'I 1 '1 Ise 01x: 11626 µG5:1715/1.2.1 Ise 3P 26428 A Ise 51.15 13626 0 CB1 ,0116 'I, Ire 3P 20952 1 Q.' Ise 51.(1 20972 A BUS-0174 Inc 37 20952 A Is, SI t; 20922 A 087 -0022 T Ise l' 1111 A 'L. 194 P 46312 '1 Ix, 5141724X7 A 6115-0174 Inc 47483114 Ise 511172437 A (111.0117 Ise 97 29160 ,1 y Ise 51x1 27003 A RI CTKS/RP.I Is, 11 29160 A 1sc SL(; 2700; A (81,-00X3 'l' Ixc 3P 29500 A 'I 11,51152442910 8D -0129 0per. 714 -0141 817-004 CR1. -0106 4 Is, iP 12 471 A y Ise 51.(17554 A BITS-0113 Ise 3P12371 A 1st. 5111 7554 A P1111.XFMR -I t ^_'^ 'I, Ise ;P 12885 A y 17291151 •0132 PI 1 :3 T p d 0134 d) P .0135 711.01 10 ) 811 -01 16 d 434 ) 51 -0069 TKVIIP.111..NI PD- 81111480.1 Ise 37 2'4583 Is, 51,11 7423 A 71611 208.1 kr 17 121186 A Ise SI13 1 ;750 A P160096 ('01.0107 8115-0114 81 - 0115 L' ;l'12 15. M 417554A ('51.0097 'L' Is, 37 2951 A '1. tic 511! 1739 A 613541115 Ise 1P 2951 A I.: : 018-0014 4. Ire 171060,\ '0 16, 51.11 1116 A 515 T165/127150241 lee 4P 101.0A lag '1114 1116 A ) ('61.-0109 y Is, 0P12371 A ,, I4,511i7554A Pµ-0111 ('µI0090 'I Ise ;P 29580 A 'I• lsc 5141 234234 P0.0137 PD-00913 ) BUS-0117 18, 37 12371 A Ise 5141 7554 A 434 73 -0099 TKS/RPaRN2 S. ( 8110 -0118 Ise 1p 12 ;71 A Ise 511:719 A 4131,0105 Is, 172951 A 4, 15,511111194 111 Ise ;P2951A 18-51(511414 P71 -011 CRI -0091 71.0118 P01400 -2 15. IP 295$0 A Ise 8111 23-123 P01107062 Ise 481241.1 Ixc S10' 1 7750 P17 0100 ) 1'51,0112 '1• Is, IP 12371 1 4- ter 51,137114 805.3121 Esc 17 12171 A kr 51.15 7554 A T /5171.1.4R ('51.0017 434 'rc.E TITS /RP1112v1 ) 70.0024 ' , P110101 131, 0113 13/150120 14135-0124 PD -0111 8115 -0122 Ise IP 12;71 A Ise 5141 7554 A ('81.4111 'L. Ixc 17 2951 A 4 Ise 51(417414 111!X-0121 Ise ;P 2951 A ts• 8111 1799 A ” 083 -0015 A ” X82-0016 iY 'j Ise 971060 A ,e(''T'' ' 0. Esc :71060 A y (.51.1%11160. T 4' 15691.(:11164 14T5'74 6114TK5 /RP liEN3 Ixe 4P 1060 A Ix. IP 1060 A Ise 51.11111nn lu 91x:11160 111 -0092 'j. Is, 17 29590 A 'I Ise 51.1i 23423 A 711 -0145 ) P11-0011 C151,0008 P11-0013 PO -0024 0111 -0015 PD -0147 0p ('81.0091 71100: 6 711140.0.; Ise IP 29540 A Ise 5101204221 A P01 1(1 ;P 333111-46 4 Ise 511 13750 A 7143004 711.0029 ( '31.6042 PD-0115 ('RI. - 0094 .0' Inc IP 29570 A y Isc51.021427A ) 7(1-0026 1'61, -001'1 C I'05151'H- M67 P160111 70 -0146 71143153 Opve 711 4154 P110155 ('RI -0095 P1 Is' ;P 24580 A Ise 34143 742? 4 75711 PIA 1st 11' 40001 A Ir'ti115:5161A 71.0007 P11-0090 Opo+ 717 -000.1 1(1'50109 o: 71.0002 711 -0023 TICS/SUB-81 Ise 3P43311 A 75e 51.71 19271 A TX 30. 431531 Ise 51F514438037 A 181 -002(• y !sc 3P 40001,\ 4 Is. Slx; 15163 A 0Pee S P1.0006 ,Y P1 -0059 X8_•0002 A 4 Y . P110014 ('S1 ,0023 Own. P11-0081 P1)-0119 81150016 P8 -0027 ('B1 -0023 PD -0086 ('81,0096 P160169 E N ('51,0010 y Ise 3P 7969 A 4 Ise 51 (:540.5 Ise ;P 7969 A lac 51(16485 TK5/1115.2(P1/11 Ise31'7969A Ise 51,13647,4 A 4, Iic 31 58192 A Q, Is. 511161102 A P0-0021 TFSAITS- 2151:(3 lac 48 56';92 A lse SL(i 51102 A C540011 T Ix. SI.: IA 'L Ise IP 5721'1 A •1. Is. Sl.n59197A 70.0022 T0/1375 -15 tre 9P57219A Ise 81(15936 P11001818 I -00 P1 1, P06 01.5 011 ,0009 C82-001 I 081.0015 071,0021 1 -0024 4. Ise 37 28621 A y Ixc 3P 28621 ,\ 4, Is, 17 28621 A 4, Is. 17 25621 ,\ 'I, Ise 37 40 A 4, Ise 5115' -5660 .\ '1. [sc 51.11 25660 A 4. Ise 51.0 25660 ,\ y. Is. 51.1125660 A y, L'.. 51.11 15534 A 7135 -0014 BUS-0019 5130-002-0 51 Inc 3742130. 0. Ise 37;217X 0. Ise 37 421713 A Ise 3742178 A 1ec 5/,44110350. lse 5174370150. Tic 53,14 378174 Is, 51.4i375150 Ups -0001 1315 -0023 316430 515 -0025 5135-0026 kc 37 -42130.0. Ise IP42178A Ise 37421 /8A Ise 1P421711A Inc 51.1% 130.10 0. Ise 51,17 37815 A Ise 5L13 :471315 A Ise SL(i 371115 A 1'81-0012 8181,0014 680-0016 481,0022 T 0,3P17557,5 T Is, 37 13557 A T Ise 5813557 A T 15. 3P 1 3557 A T Ls. 51.71 12155 A T I1c 51.113155 A T Ise 81(:12155 A T Ise 511: 12155 A 'b Ise 3P 10585 A 4. Ixc 58 1051;3 A 4 Ise 3110583 A 4 Ise 37 10583 A '0. Ise 51.71 9502 A d, Ise SD: 9502 A 'I lac 51,(19502 A '01 Ise 91.11 9502 A P1600 .10 . P0.0031 . P0-0032 . P0.0033 PI3-0120 ('51,0099 '3, Ise 3P 27979 A 'I Ise 511; 21581 P160370 70U -4804 Isc 58 27979 A 10, 5103 2188410 Open. 111AD -0031 ) Pn -0016 UPS'-0002 710.0121 ('51.0100 P160177 P110179 T ) P1 -0017 ) P0.012 P111 6808.7 y 133 XI 321414 4 Is,• SW 13646 A 1.180-0004 ('81,0101 '1. Ixc 3P 27979 A 'L Ise 51,1131884 PD-0171 7811480.7 Is, 3P 27979 A Is. 51.0 21384 PDU -208.7 Is. 37 12749 0 Is, 514313616A P1x01114 y P11 -0020 1175 -0004 (Y83/UPS•PI5 Ivc 3P 423.`1 A lu 5147 38008 A ) PIl•0123 ) P11 50124 0339 LOAD-0033 ('01.0162 PO -0185 4 P3 -0188 BUR Ise ;P 403144 ke 51.1: 15534 A 73'0169 PI1-0187 P 4190 434 .1 Er 1274g P 0191 1 M14192 Ise 37 40314 A I" 51.0 15534 A 1 131.-0025 1sc 91.0 11894 A ▪ Isc 37 27979 A Is. 3 1.27979 A Ise 51.0 21F13.1 Ise 3F ' 12749 A ) 713-0125 4 Ise 37 27979 A Isc 51 (1 21884 A Ixe 17 27979 A Is, 51.11 211384 A Is, 17 12749 A Ise 51 11 1;646 A RECEIVED CITY OF TUKWILA MAY 1 3 2008 PERMIT CENTER 194 S1.11 MBL4 .j1 P11.0056 ('RI 4049 T Ise 3P221A T 1u 51.(1 142A 4, Lsc 3P8018A L. Ise RI.114728 A 13115.0060 Isc 3P8147A 1u 51114779A 'IK5 1-.P.I 1 Iw• 343 224 A Ise SI f: 97 A grpriy Pan Motors 1 Isr II' IR? A Ise 5111191 A T•5 /SIIH.n12 'fi PD-0029 Isc 31' 6.5780 A y at 514i 64973A TM/SUB-MI Ixc 1P 1A70e. A Ise S117 6648 A µI -0050 Isc IP 7991 A 1, Iso SI 114741 A BUS-0061 Isc 3P 7991 ,\ I SI (1 4741 A 61 -00,33 13P 8147 A Isc SI (I 4779 A 91'50062 Isc IP 6615 A Ise SI 11 3 862 A Ise HP 7892 A 512 -01101 A _ Isc SI.G454A , 4 Isc 31158315 A , Lac SIX, 61047 A (131 0048 T Ise 1P221A T Ise 1111117 A 4 Ise 5P64'810 y I^a 511i 7011,\ Ill .0028 T Isc 1P4900 T Ise5111 .l. Isc IP 15545 A 4 Is 51 71 29414, 4311.0019 RI'S -0013 lu IP 19035,E 1u SI 11 39663 A n5' t'ompnxu 51 -0001 Op 9 PD-000-1 51IP l'nndensor Pore l Lsc 34397A I SI 490 LIH .00Di Ise 3P 8000 A lac SIli6561 A BITS-0002 Isc 3P 8000 A Ise SL46561 A y Lc3P7892A 'S lac S13 6454 A TA5/IJTS•IIPOII P11-0003 TK5/lrpS- 11510'1 Isc 3P 50315 A Lc 51.(1 61047 0 0910002 P5 -0006, PR0057 (131.0653 T Ise 1P 221 A T Ise S1.11 147 A 4. Isc 1P 8018 A y Isc SI,15 4723 A BUS-0064 Ixc 1P8147 A� Isc 511; 4779 A CAL -CO// 4, Ise 1P 17744 A 'L Al ILI] 291680 61'5-003 Ise 3p 17744 0 Iu SI (129165 A 31-I? Condenser lAno I Lsc 3P 15 A Inc 50(17 0 (Ill 707 T Ise 3P4907 T Inc SI145r A y Isc 1P 63622 A y Iso 51.17 63573 A N 905 -0003 Ic 3P7592 A Isc SW 6454 A P1 .0001 PP -0005 TH5/EF•1.1 L. 3P 224 A Be no 54 A 120V CH C'cl I Supply Fon Motors 2 No 3P 382A No 114119'3A TK5/GPS•IA Isc 3P97600 A Isc S143 134758 A BUS-0007 Ixc 3P 8147 A Icc 5043 4779 A BUS-0066 Esc 3P 6675 A ixc 5101 3862 A 1705 /11TLI•1•1 Ise 31' 39032 A 0u s1.0 29063 A PD -0040 01340053 ,, Iso 3P79910 4. Ise sLG444i A BUS-006,5 Iso 3P 7993 A Isc51434741A 0600051 T Esc 3P 223 A T Isc SLG87A y Isc3P6490A L. Esc 51.011313 ,\ 081--0030 T Isc 3P 490 A T Isc SLG316A 4 Ise 3P 38548 0 4• Isc 5111 29419 BUS -0035 Isc 3P 39033 A Iwo SW 2966.3 A 170 r9wps•4sors 2 0115101115.1 lac 1P •606 A Ise S1.17 1 1477,3 A SHP condenser Funs 2 Iae. 1P A Iso S11149 A P11 -0052 1 (131.430 13 y Isc 111 37744 A 4, Is• SI 11:9165 13115 -0016 P11-0050 !'010055 T Iw• 3P 331 A T 1u 5117 142 y Is,' IP8018A y Ise S1li -1728A Is, 1P ;7744 A I r e SI 1 1 20160 A 8115-0068 Lsc 1P8147 A lu• 5/,1/4779 A 111P condenser Fans 2 Lc 3P IS A Isc S1xl 7 A N Ti3/lFAl .1 111 IP 224 A Isc SI 1197 A Supply Inn Motors I Isc IF 1112 Is 911 ;1.11A 120V (Id I'd 2 P11-0041 101 -0056 y Iw• IP 79911 A y Isc SI.Ii4741A BUS-11069 Ise IP 79 L, SI I14741 A RI 1 1 -0071 Ix, 1P8147A L, S1114774 A 711 01354 T Esc 3P22 T Esc SI.(187A y 1-u 3P 6490 A 4. Ise S1.17381 BI'5 -0070 Is, 0 A Ile Sl.t l 1862 A 1'81 ,00 T Is. 1P490A T loc 61.17316 y I, IP 18549 0 4 Isc S1.11 29419 61 Ise 1P 1101.1A Isc S1.11296610 95 ('nmprtsu I 773/0111.1. Ir I1' 19012,\ Isc SI.G 29663 A a 5151 Condenser Inns 1 Ise 11 A Ise 510149 A ('5I.-0058 T k 3P221A T Lsc 51.17 147 y No IP8018A 41 Ise 91.1i 4725 A (51. -0011 y L. 3P.37743 A 4. Esc 66511729188,5/ 1.11 51'5.0018 Isr ;P 17744 A Ise SI (7 29168 P11 -0059 B1 154 1P 8147 A Ise SI 114779 A al m Condener Pons Ise ;P 15 A Io 91,117 N 120V On TITS 71-1- I4 Lsc 1P224 0 Lc 5I.1i 87 A Supply Fun Motors 4 Is,' 4P 182A lar SI 11195 0 51'5.(X675 Le 1P 8147 0 Is SI (14779 A 6155.0074 Isc 7P6615 A Ie 51.17 1862 A TI/9/RrI'-1 .1 Ise 3P 190.2 A Esc SI 11 2966 A P11 -0012 1'61 -0099 4, Is IP799IA 4. Ise sr 114741 A 9115 Lsc 3P7991A 1.51114741 A 1'81.0057 T Len , P221A T I. SI 1187A y Ise 41164'10 4, 1st. SI (1 3 811 A RI.004 T I, 11`490 A T Ic SI.(1116A 4, Ise IP 18548 0 y Isc 51.(129419; 5111 -001.1 lu ip 39013 A Ise S111011.010 DX Compmssors 4 a SLIP Comics., Row 4 w• 1P97A Is, S11349 A 8160040 1111 -0060 1'51.,0061 T Isc iP221A T 11v S111142A y Isc 1P13018 y 1,0.3111 4728 A HI 'S -0076 Ise 1P11147 Lsc SI I i 4779 A F 1.9, -00;5 y la, 57744 A y Lsc SI. I.(12916BA Ixe IP 177440 Nu SI (121150A Ir3P Condenser Pura 4 3P II A I. SI 7A 71(5/11I 5 Isc 11 A L. SI Ii 87 A I ) P11.0072 2 5157 Fon Motors 5 Isc IP 582 A N. SIG 191A 170V (111',1 4 B1'S -0079 [se 1P11147 Lsc 51.11 4779 A 11115 -0070 Isc 143 6615 A Isc 5117 1862 A PD-0047 ('81..0062 y Is IP7'NlA 4 . 1 . 5 1 . 1 1 4 7 4 1 A BITS -0077 Ir 1P79910 Isc SI(74741A 1'61,0060 T Iu 3P221A T Ise SI y Isc 11'6490 A y Isl. 5113 181 1 A 1814016 T I IP 4900 T Iu SI .f; 116A 4 Ise Op 19548,1 y Iu SI.(729419. 11115.0041 Ise IP 190 41A � I, SI,11 2966.1 A nX Compress„rs 5 TK5/R71'.1 -4 Isc 3P 39032 A Isr 511729663 A slip (',,Mercer Fans 5 Isc 11'97 A Ise Sl.11 49 A (11.054 51150042 I, IP 1 7744 A Ise SI .11291611 A P11-0062 open 311431', -,A •1 ram I 1st 3P II A Lac I.1417 A IBL -0057 1'61,0617 4, I. 411 17744 0 •112 lu %I I i 29168 0 N 1209CH('n5 0907 Cm .0066 BUS-086 TF5n.1 -.1 Supply Fan Motors 6 L. 4' 582A Isc 5141 19 1x1.0065 y I, 143 741; A y Esc 514147410 5115 -0085 Is IP 7'141 A Ls/. 51.114741 A 1'51. -0638 T IN.' IP 490 A T Is, 5141 116,1 4. L 111 38548 A 4, Ixc S111 29419 HI -0041 Is,' IP 1901; A Is, SI41 3466.5 A TE_S/RTI' 1.5 Ix 5P 19012 A Ls, SI 17 296610 DX Compressors 6 511P Condenser Fans 6 I,- 1P97A Isc 51.1149 A FAULT CURRENT - WHEN ON GENERATORS (131.00 19 'lo Isc 543 57744 0 4 Ise 5111 29168 A BITS-0044 Ise 1P 17744 A Ise SI 11 A 31IP Condense. lam 6 Isr 3P IS A Isc SI(l 7A supply run VI .1 Ir 51' 102 A Is, SI 1, 11 111151,39 1 111 0140 T Iv 9.49 'P 1..111 41 I.. I1. 10110 41 II, 510 :941A 10 4 I. III olr,~I ,` Iw 1I1, 3966 A 11(5'k Il' I6 Is. I' 1'1 A Ix, SI'i3965IA 'IT P r. Pala 7 1P 97 A L, SI.1749,\ ('S1. -0041 4 k IP 17144 A 4 Ir 5117 2016/ A RI '50046 lu 11' 77744 A lu SIB 29168 A l 3t IP 1',',, ,k ,s1 Rua 7 Isc IP 15A Ise 51417 A 12711( '1 0017 Supply Inn Motors 9 TK5IRT11 -1.7 Esc :II' 1901.A Isc 51,1129661 A Pn -0034 1'51-0001 T Ic 0(6504A T Isc 51.1186575 A 'I Isc IP :1057 A y Ise S1.04;909A ) P16600'7 430.0055 olnn ('01.004 RI'S 0 11K ( 9 TIL5 /1i1-N•I Isc IP II 199 A Ise S14745111 A 0115 -01307 11115-0009 u 3P 96417 A u 1P 9593 3 A 10/ 5145 1 11606 A Iu SIR; 110158 0 SLIP ('orWroerr Pao 9 ) PD-0075 (81.-0045 4' Ise IP 17714 A y Lsc SI(729168A 50'54X150 Ns IP 17744 A Ise 511i 29168 A IIIPrnrdrrerr Pore 4 1205 (1a1 re, 'IK3/11 -141 ) PD -0004 TI/I/11134.2 lu IP 31 595 A Ise S111 45146 A I -0015 ) P11-0017 1 -0001 t'HI.41095 T Is, 1/6 T Isc1P64164 A �• Is, 511194203 A y Isc IA 16907 A A y Is' 5141 430117 A 10 ) 1'0-0009 071IP Supply Tore 10 u 111281A Ise S11; 140 1'61.0016 T Ise 3P 565A T Ir511i164A 4. Lr 3P 29892 A 1. Ic 51 /122422 0 201111 Realm Puna 17 Ise 1P 191 A Lac Mfi 915A P110065 131■5 -0051 Isc 111 30461 A IR'' SI 17 227114 0 110 eorepreeaIe510 ) P11.0074 '81,0041 4 Is 3112.4200 4. Ic sl. (1 22 BITS 0012 1-u. 1p 29420 A Ir 51.1127314,1 50111' Supply IA,S I I 6 Si IP 1'nndense11911c 10 L .3P 91A No SI .G 49 A 1}35/(11,11 4 Isc OP 11 195 A Isc S1,11 45164 A BI(5 -0009 fw• 11 45541 A Isc 5117 129411 A MI I2nv CI I Cr1 10 P01 -0057 op re 181 ,0770 5111 -0053 N DX Compressors 11 ) P11.0080 PI1 -0091 1'81. -0120 y Is.: IP 23390 A 4 L. 51.11 15068 181.0070 4 Is, 1P 2 A 40 151511; 221140 BL15 -0054 Ixc iP 2.420 A Ic SLti 22.114 A BUS-0125 No 3P 23300. 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Ise SL(i 44358 A P11-0087 4311 -0124 . 4301 -0125 CBI-0103 '1• Isc .3P.4707 A '1• Isc 51,17 26580 1 4311-0186 Pull -1808 Ixc 3P 34707 A lay 0101 26590 A PI11'.20041 Ise 1P 10/06 A No 0141 14043 A 143,60 -0033 ('810104 P01-0193 ) P1,0126 Isc 1P 14707 A 40 Is, 26580 A P 11-01 94 Isc S1.11 26580 A RECEIVED CITY OF TUKWILA MAY 1 3 2008 PERMIT CENTER Is, IP 50694 A Pn -005 ('314041 T ls5 IP:14 A T Ise5111124A 40 1st ' +77715 A .I Ise SI.04505 A RIIS00n0 Isc W 7917A Ise511:4511A PI1-0 OM ) { 77:5/17-1 -1 Isc 17 :17 A I.51073A a 511pp16 )vn Mm, I Le iP 17O A Lr SI .I; I71 A '1715151 -M2 Ise 1P 74200 A Ise SI 55776 A 51 -0061 Isc 11' 7794 A Isc SI A 4598 A BUS-006I u IP 79 i7 A Isc Si (14633 A 0115 -006? 156 11 54 15 A Ise SI11 37414 DX (nmplevnr5 I ( HI 0001 TKS/S(IB•MI 16c 31'77390 A Ise 514 67425 A P0.0019 11.-0150 y Ise 37 7794 IL, 171 51 (14560 A ('61 0048 T I +77(7A T Is( SI.t114A y 6a 5171116A * L c 5111 5697,1 (RI -00 ?6 T Ise ;P47' A T Ise 51.11 275 A .I Ise 11740116 01 J' Inc 51(120955 61 Ivr +P 40762 A Is.' 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S104663 031.0061 T Isc 37217A T Ise 51084 A y Ise 3P6316A ., Be 51030974 BUS-0066 Ise 67 6335 A Ise SW 3743 A TM/BTU-I-I Ise 3P40702 A Ise 510 29177 A 7IC5/1175.1 Lc OP 120111 A 14151,1i 144015 A 73.0040 CBL -0030 T Isc 3P475A T Ise S16275A .1. lac 3P40316A y 01 61023955 BUS -003.5 13740782 151.729178A DX Celupresson 2 5117 ('nndenser Fars 2 140 11'94 A IR 51045 PI1 -0058 ('81,0055 T Is.• 31 214 A T Ise SID 1'-4A 'L 165377115 A y Ise 515;4585A 11171 -00 0, Ise 1P +1547 Isc SI.(7 211755 A 111150068 13P7917 A� 66 S1,04633 A ('01. -00I I 4 56 719547,6 •1. 94 5!.1127755 A ;HP ('..146, rFars 2 11P 14 Ice 11.67A N 17615/11.1.1 I +I'217A 1 51.1184 A S.pply Ian Moors I Isc 1P 170 Isc SIB 176 A 120V et I rot 2 71)4041 61.4056 014 Lc 17 7794 A 4. 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I 5121 51791 A 51 -0171 Lc 3P 35820 A Lc SI (1 53791 A ('814115 4 I ?P .38104A y 1 5111 173548 91 -I He IP 30503 A I SI l i 17(14 A ('810116 .1• 131' 22753 A 4 I Su; 21601 A 5115.0173 Ise 3P 22853 A Isv SI (5 21601 A X -0022 T Lsc 17 Pn1A 514 1 17 52716 ,5 y Iw 1141 79115 A 3115.0174 Ise 1752719 A Ise51.07911SA 1131 -0117 y Lc 3P 111000 A .1• Icc 51.(; 2701: A RI'1-11(.5(6P-I 945.' 4P 10000 A N9511(770128 1) I'll - 01 W 1 ) Pn -0110 (51 -0078 .1. lee 31'29.187 A .I. Isc 5(1; 21304,1 Pn.0111 P11-4094 Pn 47129 P11 - A.,,,, P151 XF1.11( 'I ,4' ,. .I. IV' IP 12X348 4, Ise S1(3I 4 A (814059 P71 Ise VP 6/406 A Ice ICI IO2 1104 A P014 -208 -1 Le 1P (2101A 1 SI II 13659 A P11.0110 INS/RP-01211 (1(14107 .1' Is. 11 'y k. tit 4 10749 A 8115 -0114 Lc 1717868 A 1 51.1 i 10749 A 1(1(54115 Ise 1712571 A Lr 51 1; 7452 , (514047 .L. Ise 3P 3063 A y Ixi SIA( (690A 5115 -0115 Esc II' 2863 A S. SI I i 1690 A 072 -0014 y Isr 37 1027 A y Ise 511; 1002A R1 16.5 /8 74IB19I HO 1P 1028 Ise SI 1082 A P11 -0098 ('51.-0109 J, 94 3712571 A J Isr 151,07452A BUS-0117 Ise 11 12571 A. ler 81.0 7452 A PI) -0111 On 47040 y Ise 3P 29411 A y Isc 114(211044 71501 37 ) 1'K518P4:IN: TI5.5/8P411N I P17 -0085 70 - 0139 0 81 -0120 01 :712571 A Is, 5111 2452 A 6115 -0111 1 17 4 I SI (1 1690 A ) P11 -0112 ( y I•:3P178E8A y Ise S1;10749 A 31S -0119 Lc 11 17868 A 1 51.15 10749 A (51,01011 J, Lc 1P 2783 A .1. Ix: 51 4 (1690 X1+7 -0015 y Isc 3P1026A 4. Ise 511: 1002 A R1 /RP411,242 11 10111 Is. SI 0 108: A ('510091 P15-0117 71111430.? Ise 417794;71 A Inc 11.1100164A P1111207- -2 1.9 3P 12801A Isc SI x7 13659 A P5 -0100 1'81,0112 4, Esc 1712571 A .1• Ise 11017452 A 61150121 11P 12571 A Ise SI.0 7452 A TX5 /5118•M5P I. 3P 76925 A Ise 51.4 59220 A ('810017 •1. 1 3774200 A y 1 51.(:65776 A Eli A 0)7 -0015 y q•.•.3 y 13P 1023 Si, Ise 5101002 A . 1.01/-00;7 P11 .0024 ) P11-0l01 ) P11 -0113 (01, -0113 Jr Ise :717868 A .1. 1 51.010749 A 0115-012 94 11 17868.1 1 5141 10 13191-0124 Ise 31 11571 A lee I SI 1 7452 A (81. -01I1 y 941728834 4. 151 1(1500 4 51(59123 Isc 31' 2863A It SI /i 1690A 51 T1(5/RR41RN3 Isr 1P 1028 A Ise 51.11 101E A (61 -0092 .L. Ise 17 29480 A y kr SID 23104A P11 -0145 I ) 70 -0147 { P11 -0011 (711. -0005 '1. 13P 76925 ,1 .lo Ire SID n9220 A P11 -0013 P160073 ('8147118 0117• ) PI1 -0114 1'BI.-0093 P11 -0146 171111.) P110148511 I Ise 11 29477 A Ice 1113 23104 A P1)1(208-1 So 17 1 A 8, 51 13659 8 di 7580. A P1-0084 P11 -0028 d ('81-0032 01• Icc 3P72907A y Ise 714%)41798 U 1.013.0025 711-0026 P11 -0115 . P11-0Iln ('5180'14 J. Ise 77 29407 A .L• k SIB 21104A PI1 -0151 61Brt PD-0153 ) ( 70 .0155 lTK5[SUB 1'314091 P011 -4 Is, (P 01441111 Ise S14;23074 A 17:5/11115 I'IA Iw :I' :9940 A Iw 51 (i 15025 P17 P0.0015 (814009 y Is, P 28584 A .1 1•7177255664 HITS-0014 Ise 1742124 A 1 51.4 +7677 A 1115 -002 11P 42124 A 1 51,.'7677 A (81,0012 T Ice (P 1 (540 A T 04 114111110 8 .8. Ise 5710170A 4. 9411(7 94674 1711 -0030 71,9004 JGwn P11-0900 7141007 ss,css. (7.576x4765, 1115 -0109 • P11 -0081 16.5111 -71 Ise 3P43262 ,1 Ixc 5(4) 19099 A 777SRIP5.I'1 4228A I SIll 37869 A 1'31. -0026 4. 14r5759940A .1. Is, 51 A P12-0014 1.4417 -0010 P11-0087 51115-0016 P1/ -0018 PI }1014 1'01.0021 rep n. 71/-0081 CBI-4020 T Ise SLG 1 A 4. Ise 37 43262 A y I SI.G19097A ('314097 ('11.0169 Pu .0038 ) (1(1,0010 y Ise 37 7127 A 40 Ise SL(i 6660 A Ian 37 6427 A E N Ise 51,175560A T%S/LRS•3(PR11 Lc 377426 A X52-0002 A 5, 51.0 6660 8 er'er. y Ise 37 50447 A .L. Ise 510 61011 A P11 -0021 1155115- 215111 Ise 37 58347 A Lc 51,(161012 ,1 P11.0023 ) 7110022 open: ) 711.0027 C310011 T 1.3c 81,(1 IA y Isc 77 57:64 A y Isc 5147 39098 A P15-0171 710/475.15 1 37 57:64 A Isc 51.4 59099 A A p; 1 a' •1• Isc 3P 12667 A •1• Isc 5111 13556 A 131-0099 4. 1.3P 27886 A •1• 1 514; 21770 A P10.0170 P1(14680-0 37 Ise SI41 21770 A 1 lac 3P 1 2667 A 11( 51,51 11555 A P17.0176 1()417.0031 Pn -0016 1014013 4. Ise 1727514 A y Ise 01025566A BITS -0019 Ise 17 42124 A 1 51,1; :7677 ITS-00112 BUS-0024 Ise 3P40124 A 65 SLIT 37677 A (141,0100 P(60177 P11 -0179 ) ('31.0015 .L Ise 7 25504 A .l• I-615i25566A P11 -0020 BITS -00 :0 B115 -0021 Ise 374 -124 A Iic SID 17677 A 1171-0001 151,0021 y I. 37 28583 A y 1 5111 25566 A 11P471 A Lc 510 17677 A I IPS -0004 BITS -0025 BITS -0026 He 3742124 A 13P 42124 A ISI.1r +7677A 5rS1.l117677A 1514014 1840016 1'51,0022 T Ise 3P 13540 A T Ise 7 13540 A T 137 13540 A T 56 71,(3121108 T 0151.0121104 T Esc 51312110A 81 11P 10570 A .1, 137 10570 A .1. 13P 10570 A .j. Ise 11.119468 A 81 11( 51(19467 A .1 lee S10 9468 A P11 -loll . ('01.0032 . 711 003.1 1 4, 94 3P 27586 A 4. 1 51.4] 21770 A P11 -0178 P014-400.7 11P 27886 A I SID 21710A P1315204.7 13P 12667 A He 510 13556 A open (17C5AIPS-P11 Ise 11 42280 A Ise 5111 17970 1040-0037 3111-00/0 Isc (P49251 a 1 0111 0.197 A ) T P1) -0019 PD-0123 . P17 -0124 ('61 -0102 P11 -01515 1718187 1 101.-0024 4. 13P 40251 A y 94 SI (I 15397 A BUS-008I Ise 7 72907 A I SID 64179 A BUS-0071 137 40251 I.e SIll 11(97 A (51 -0025 .L Ise IP 37131 A .10 Ise S1..4 31759 A I'11.0087 151. -0113 4. 13P27386A y IN 51,4121770 A P11 -0186 P1(11 -41041 Ise 7 27606 A Ise SL(1 21770 A A.. P111 XFh1R.A A J. Ina 3P 12667 A y {• d. I• SL() 135558 7011.2019 1 3P 12667,1 1 5141 13556 A LOAD-0031 Pb -0125 ('514104 P17 -01.(3 ) PO -0195 ) P17-0126 581, -0105 .5. Ise (7 27196 y 1s451.(521770A 71111.480.9 5, II' 27851 A 1 SI; 21770 A P1115208 -9 164 41 12667 A 1 51.111.3.556 A P11-0200 RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Isc 11' 11 A Ise 81(30759 A 1'11.08 "RI -0049 T k11P?19A T kr SIG 125A y Ise 1P7R03A y log Sl. i 4655A Hits. nos0 Ix 31119:4 A 1, SI (14705 A N 7145I1'.F'. 1.1 /se 3P 253A 1. 011.1; 57 A Supply IN. Mo6m 1 Isr 111 375 A Is SI 33102 1 11.11001 XFeAon1 puJh '05,16 3191:M2 •) P11 -0029 Ix 1072483A 1,SI1i64064A TFLS /SI13•MI 1, 11 49620 A Ix 5104 4346:3 A 11 sow ('HI 410511 y lu 4P7190A 4 1.51SI114597A 61'4 -0061 I, 10 7790 A 1, SI I 1 4597 A 31 Ise IP 79 313 0 1, 5103 4706 A ('181. -0045 T 1,u 3P222A T 1,u 911:536 A 4 I, 106144 A y I. SI S i 3761 A RI -0062 34 1Pµ74 A Inc SI11 Mt IA (BI -0025 T kr IP457A T Isc SI 11204 A y kc 3P 11742 A y Ise SI (I 24239 A F1'9-0013 lu 1P 32227 p Ise S I I 1 24-365 A 115161" !(5I P1341/µ6 ) L 5110 ('onden,r Pa. 1 Isc 1006 A Esc SI II 49 A MIL -0001 x 31 moo Ac 51.1:6450 A 13115-0002 Ise 311 0598 A Isr SIC +6798 ,1 T L 3P 660A T lac SLti .S18A y Inc 3P7892A y Isc 5L(i 6344 A TK5 /1SIT— IIPRII Ise 1P 5493 A lac 111.1:4691 A m lac 1P Pn 9; A m Lac 511; Pn 44 A 4, Isc SF 56411 A y Ise SIG 61147A P0.0003 173 /1125 - 1 153('1 Is 311 63259 A ke 51.(16425 A 031-0002 t 34110492 +A m Lae 511; 3142 A y Isc 6P 57_51 A y Isc 11141 5 91 91 A 111141004 (11,4026 y Isc IP ('0I2 A y Isc 5L1i2A622A 1135-0033 CBI -0052 T loo 30219A T is 5111128 Y. Ise 3P 780 I A y 1xc51.0467aA 1, 1p 19112 A Igo 5141 2.622 A 9115002 Ix 3P79 Si A Ise SI al 4708 A 11PCondenan Fans I 1, 3P 15A Isc 51,1:7 A PD-0006 P00057 N MI 120V ( ( BUS-0003 1RI.0007 T 1, 194932 A T 1, 9141 330613 4. Ix 3P 44582 A y Ise SIB 4052DA I, 3118494 A L ALA 6692 A PI-0001 0[110005 E TKS/EF -I Inc 9P 223 A lu• SLO 87 A SuppIy f n Mnlnls 2 311379 A 1,1101 192 A TF'S/OPS -IA 1. 3/.62094 A Ise 5Lti 62439 A ) P11 -0069 0114040 CBL,0053 y lac 3P7790A y Isc SU)4597A 8115-0065 Isc 3P 7790 A Isc 5L0 4197 A 505405 Isc 3P 7938 A 1.9e 5104708 A 05148051 T 1, 3P 222 A T Ise 5L088A y 159 3P6344A y Ix 01.0 3761 A BUS-0066 Isc OF 6474 A Isc 5153 3813 A 051,0090 T Isc 311487A m Isc S10: 284A y Isc 3P 31742 A y Isc SIG :4259 8115.0035 lac 3P 32 A Isc 5147 24455 A TFS/RTLI -I -1 kc.3P 35227 A 0, 51.024465 A nX Cnn9nessnrs 2 TFLS /GPS.I Lao 3P 115470 A 0, 51.13 1 39907 A SHP('nndenser Ihm 4096 A Ise SI, 49 A ) PI1 -0052 1111 -00513 ('81.-0055 T Iv: 10219A m IseS1111013 y Ise 3P7803A y 1x51414655A RI IS -00 I6 Iµ• 3P 19112 A 16,' SI LI 2662? A 81'80069 L 31'79:38 A� Ls0 SI f 14708 0 0814050 y is IP 19112A y 0,5141 ?8622A 1 140 ('110[9x0 4135 2 Lx 30 IS A Isc Sill 7A N IV/Hal. 4 Isc P 22 3 A lac 414: 87A 6up4Iy 136 M'9.e3 Is„ 311 179 A Is, (i 192 A 1 200 (10l 1112 P11 -0041 ('HI -0056 y Is, 1071(0A y 06.51 04107 A 111 -0061 Is. IP 7790 A Isc Si 3; 4597 A RI's -0071 I, 3p79336A I, SI I i 4708 ,1 (141. -0054 T kr 1 P222 A T Ise 51 (1138A y tor 1P0344A y I, SI f (761 A 11 s I.µ7413 Isc all: 1813A ('41.0012 m Ix' :P4x7A T 16[ 51 (128.4 A y Is,' 1-P 11742 A y Lac 111,13742'i9 116.0017 kc (l' 12227 i SI (3 24485 A 11X 11'mpresuus I TK5 /RTI ( 1 , 2 Is9 3P 12227 A Be S1.13244365 A SIR' I t'll413ucr 1 -,911 1 L 11' 94, 1 SIll 49A ) 1111-0091 Ix 11' 16112 A 1'11-0056 ('81,0051 T 1•c10219A T Inc SA.(: 128 A 4. Inc 311780 3 A y Lsc S101 4655 A I, SIAi 266221 BITS -0072 0, 10 79 18 A� Inc SI 11 4708 A 1'31 0011 y Ise 3P39112A y Ise SLIT 28622 A 6111(4014 111P C „ pdenser 1993 1 I, 1015A 41 SI.0 7 A '1 .44.4 Ise 11- 3A Iic SI (i 87 A 120V ('61(',7 1 Supply Fan Molars 4 Isc 103790 Ix 511 i 102A ('81,0091 y Its 107790A y A, 51014597A 11'8.0071 Ise FP 7790 A s11 459? A R(16 -0(415 x (P7(0113 Isr SI f; 47051 1'! 161. -0057 T Isc 3P 222 A T 123231116x1 y Is P 1 A y ko 51 (: 1701 5135 I, 1,61740 Isc 81/13813 A ('51,0034 T No 10 487 A T 1, 51.11 284,5 4 ix 1I'31742A y lus1fi 24219, 1116 -0034 k, IP 12227 A Isc SI fi24485A TIi5/8T11 1 1 141 IP 12227A I, f124401A 511P 1l,nde.er tans 4 1, 9 A 1, 51.1149 A ( -01335 y Is, 1 1 1 19112 A y 141 x14; 28622 A BITS 0040 ('110060 1051. -0061 T 1,10219A m Ix SAN 1211A y Na- 31'7601A 4 Ix SI114601A Isc 11 11112 A 141 SI (I 28622 A 516 -0076 Inc IP7916 A� 104 SI (:4704 A I Compressors 4 1110 Condenser In. 4 L' IP15A Ise 51417A '05 -50'0. 1 5 I, 11 223A Ns S1 (i 87A Supply Fan Mo6ns 5 k 111179A st SI 11 192 A U 120V (9rI (' 4 P1(0072 0110947 ('51.006 y lu- 111 7790 A y 1,SI414597A Si IS -0077 Isc 3P7740A Ieo S1,04597 A 61 -0071 Ls( 31'7938A Ir' SI 314786 A ('61. -0060 T 1x1P222A T 1x5114 HSA y Ise 3Y6144A y kw 5141 (761 A BITS-0078 u 1116374A 1, 111 II 5813A CAI. -0036 T I, 10 457 A T Iu SI11251A y As 1011742 A y Isc SI/I 24219; 41 -0041 Inc 3P 12227, Isc Sl.f i 24455 A 11X (63396.S'0e 71115/6711.14 1, 311 12227 A lx 811: 24485 A a 5110 ('„uie'rer Auns 5 44 10 96 A Lsc51(149A ) P11 0094 13123 0042 I'110062 ('RI 4067 1'61.0037 y 1, 3P 19112 ,9 y 1, S1(125622,23 I, 10 19112 A Esc Sl (I 210622 A 4111' 1'9dIIrsn 1.4135 Isc FP 15A Si(I7 A 116.110363 r>oc 41 -0087 31050.F 1 6 12001'011',1 ) P11-0074 1 530017 hp, Motors 6 1, IP 379A Isc SI 11 192 ,1 (111.00o 51'59086 '4145/17' I.5 Is, 11 12227 A Isc 1111; 24465 A 1'11-0048 ('III 8065 y 141107790A y 141 SIAi4597A 51 Is, 3P7790,6 Is, M (145'6 A ('RI 0013 T 143 11' 487 A T I, 5111 254A y L 11 11742 A y Esc 5143242:39 5115 -004I I, 3P 12227,\ Ac SIX: 24445 A 5110 ('.Hensel Dons 6 131 30 96 A 60515349A FAULT CURRENT - PARALLEL ON UPS SIDE 'RI -0039 y t, 111 19112 A y kc SIA1 20622 A BITS0044 Is, 11119112 Esc SI (i 2136 A 1 1'ompresu'rs 'ondersv hus 6 Ise IP ISA I, Sill 7 A Supply Fun Ill II'179A kr S1(1152A 12019 3',I6 '7' II, 4x T T' Ir51 A •I. y Iw Slli 242 A 111 I,, II''1,17 I r . 6 3 3 , 4 4 33 1 , 5 1850111' 16 Iu II' I SI 3; 44x5 A ■0'49 1 ' 111'3 .1141nx1furs 7 9 96 A I41 l'RI. -0011 y to 10 (9112 A y 41 511i 25622 A 41 -0646 Is. IP '1112 A 181 alai 28622 A N 1110 ('on0ennn Pans 7 Ix IP (5 A I, 231.11 7 A 120V ('rd 1'117 Supply Fun Motors 9 1'1[1/1(771 -1.7 Ix 1P ■7077 1s. SI C, 24355 ,1 ISO Concurs.9s 9 RI15 -0007 fSS 10 II 1167 A Iso 51.11 1;115-1 A 0114039 (MI -MU m Isc(PM1314413 m L• 51.11 y Ise IP 11057 A y ke 41.1:42694 A ) PI11007 P11-0055 Op 8 111,0044 80150949 rcr 'rK5n1(0 -i 0, 10 1046 1,1 L 51,/344679 A S;IP Condenser Duns 9 ) 111}0076 0181. -0045 4 Inc IP 1911: A y L Si (: 25622 A 81 -0050 1 .1P x/112 A Lx Mai 28622 A '1115 /1'llt Ill 1110 f 1'Hr,srr Funs 9 120V 1'61 ( 'II 9 19051(1FN -2 Iv: IP 19482 A Ix St.4144071 A 1114-0008 x.1111254134 ISO 5111145114A 111.015 n 1,0504 T lu 10x19704 T Ix 41(311611 A 4 Ise (F 105'10 A y Ise 1 311:42373A 18 ) PI/-00111 10130 Supply hum 10 I, 10 281A Ix 5111 I39A P110066 ('51,0046 T L 31561 A T 1415111 (27 A y III 3P 29524 A y 16151,11 t9056A 6 2011(' 1!011391144 10 Is 3P159A 140 S1l3 94 A 516 -0051 No 3P 26090 A 141 SI 1 i 19336 A N 111; Cot, 059(199 10 1■.0079 163.-0017 y 0x5 90 10076 A y 8,5111211348 A 61 I.'' lP 40076 A L CI(321848A 30111' Supply 1100 I t S11P(104en9e111IS 10 L 4P98A . SIA:48 A 11i5n:I1N3 61'S -0009 011.0097 1'51 -0005 Open PI/-0009 1205(7 I " 10 ('11-0067 511804 151. -00713 TK54RTll -PI -I Isc IP 26490 A Esc SIX: 19516 A N E 11X 1135111!5. la I I 1111 -0091 ('S1. -0120 4, 1, 3P21149A y I.sc S0.(: 14059 BI'S :0125 Isc SP2 114'7. NO SI 4:1405' BIN '13i5 /P1.1 ('51.0079 y Ix 11' 10076 A y 1x510i2t14HA A 1_ 0.6695 �_ 19,669, . P0 0096 I'110091 111 ('81,0121 ('B1.0055 y Ixc 11' 29969 A y 141 1027830 A y I, S103 19458A 4. Ns Sl(117965A 81 111'S -0105 lar IP 29869 A Isc IP 278301 Ise 51.119451 A Ix 53131 17965 A RI Isc IP 21146,1 Ls: Si (; 14059 A ('81,0122 y log IP 19515 A y No SI.(1 61154129 kc 101921 A Ise 51(112600A A XI-7 -0021 X4: -0021 i''' T Iµ• 3P Pn I A m Ix 3P Ps I A y 0, rp 2952 1 A y iae 111 19:11 A y Isr 5/1/44711 A y 1x0514; 26516A 9115-0150 BITS -0171 Lac 1P 19212 A 1x 1P 29824 A 181 SI4:26116 A Ix SI 31447 11 A 0111.0118 ('11 -8116 y Isc IP 17587 A y IP3 31126315 A y IecSl4;?I400A 41 Esc SI :1464A No 111 17517 A LEE51(i214n0A TK5/PP -1 1115/12 -1 5115 43054 774_5/RP -I 140 3P 30075 A I, 5137 21048 A TK50KI'1 -F1.2 5110(' "nden55 Fn. II 2011P Supply lens I I 1201 I f1A1 4025 1'91. -0106 y 141 10 12293 y is SI(377021 u 4P µ201A Ise5(1325415A 1Pµ2014 ac 51(3254ISA ) P1(-0109 L 4118-011: 141 10 14201 A Isc 5111 15415 A (81,00 /1 y 1x 1? 29832 A y I00 5I15212'I7A 611641 I 141 IP 29542 A Iae SI 021277 A BITS 711-5 /1.1' I Isc /P26115A kr S1(1 11164 A (2414116 y I, 6 1 20545A y Isc 5141 20796 A 5110 -0171 ill 3P 20845 A Inc Sill 30796 A X62002 '7" lu 111 1'11 1 A .1 L' 3114x086 A y L,5I1i72118A 5110 -0174 Ise lP 48087 A 141 SIG 73116A ('41,0117 y Isc 30 28982 A y I, S0(3268 A RI'S- 73:5000 -I Isc IP 20962 A Esc SI fl 26625 A ('91, -0059 y 13c 3P 35557 A y Ise111(128951A ) P114121 58a0 . 1111.01 101 ) P71 -01 1111 -0094 1115.0113 L• 111 1229: A Ix 4113 7502 A ('51,0089 i1i5/8P4 9.5I 111111480.1 Lau 31' 1x111A Isc SI.(125151 A 1'81.0101 y Isc 3P17515A y Is, 514: 10744 A RI:S -0114 Isc 4P17815A III Si (1 107I A 4160116 Isc I(' 1229 1 A IA TI 137502 A ('111,5007 .1. i, 1P 2930 A y I, 5113172713 516.0115 Ise IP 2910 A Isc SI (i 1527 A X4_4014 y lac 1P 1052 A y 1.51.0110513 RI IS.TF15 /RP43139I L 1P 1002 A lay SI 01105 A U I ((AI 0026 ('11.0111 P5 -0098 CBI. -0109 y Esc 1P122930 y 14151(375021 505-0117 133c 3P 12 1, 51 N ('614090 y Its I(' 101.557 A Jr Ix 413328/51 A (11 -0137 E ^ 1111 -0055 Is PI7 -01 49 P11-0099 A 1,6 001157145.2 t i ' , y Isc 5P 113 16 A 4. Iv' S1(: 1 3614 A ('81,0110 y 15e 3 1117835 A y 151 CI fl I07-MA 8115-01113 Ix 30178:5 A Ise SI 1: 10744 A 3115 -0120 151 .11 12291 A L Si (17502 A ('3L0106 y Is, 3P2910A y Isc 51011727A 5115 -0119 Is. IP 2'110 A L 51131720 A XF2 :0015 y L 11110121 y Lao Sl.(: 1108 A RIM1- T5S /RP43FN5 I, 30 1052 A I, 511111OR A T145/6 0:111342 714516 P.131;341 1'51.0091 011.0138 0111.480.2 Ns (P 01551 A lu SI /: 26151 A P11I Isc IP I II (6A Ise 510 1,814 A Po4144 P11 -0100 181.0111 y Ise 3P 12291 1 y Ns S101 7502A BUS-0121 Ix 10 12293 A 1s1 510 7502 A TK5 /SI 1, iP75075A Ix 51,1165117A N (1A19.0027 P1 -002 CBI-0010 y Inc 3P 72453 A y Isc 51.1:64964 A ) P1 E 017 -0011 PI1.0013 ('51.-0111 y Ise (P 17835 A 4 Ise 514:10744 A 8115-012 Ix 3P 17835 A lac 4143 10744 A 8115 -0124 Iv: OF 12291,1 Isc 51.13 7503 A l'S1. -0121 y Isc 3P2930A y Ise Si fi 1727 A 5115-0'2.1 ISO .1P:930A Ise 8113 1127 A 5F_ -0016 y L3111092A y 1,S11i1108A RI -(3RNF 1, 9P 1052 A 1,51(1 1108 ('01. -0005 I. Ix- (P 75075 A y Isc 81Ai6N117A a' P1145z• ('5148015 P11•0113 151.0312 y too 3P 15557 A y Ix 51,1;25351 A 011.014.1 P11-0147 ('11.0091 P11.0146 P1.00 36 ('111. -0042 y lac 30712511 4. L51/36.5407A P51'•4805 I, IP 35557 A kc SIG 25151 A 0111 15 IP 18116 A Isc Sill 1714A 111 -0004 011-00 ,.... t. ('17:5 /5114 -M pp, PI1 -0115 101. -0091 y Isc 1P 1&557 A y Ix SI,1328351 A 01 151.0019 P110151 55.5 P10154 ('131. -0095 P11314804 I, IF' 18557 A Isc SI ,(1 25151 A 11(511 11.1 Is 34.61)591 A 31, SI (150600A P11-0090 7 006+ 1111+x16+ 11(5/5015.11 lac :1P 58504 A Is 61A:3,0502 A P114S113 TIC UC -PI 1 -00 - 1, 511: 57410 A P17 -0059 1 PI -0002 1111 P01-0014 0'51,0025 '61 ,0500 m Isc 111 580 A T Iso SW 304 A R1 -0016 y Ix 3P7968A y Is4 01.1:6182 A Ise 31'!458 A E N lec 51,1:6 A P11-0017 581 -0091 P01.0164 ) ) T145 /I7S.IPRII Ix 311 8187 A Isc 81.0 6685 A 51 :0002 p ,oh" T lac 3P Pn 580 A T lac SIG Pn301A y I, 31 58354 ,1 y Ix5111513449A PI1 -0021 T14_S/175- 21S1.('I Inc 11 115057 A Ise II .I i 1 35268 ('11.-0031 T 1x0 31606 Al A T 1, SI /179.119A y 1, 3P 57311 A y 1, 5101 56975 A P11 -0022 011 -0171 T1.75/(iP5•IS Ise 311 115469 A Inc SI 4; 1 19599 P1(11- X613(5 y Is IF 12959 A y 155Ui13705A P11-00(5 CBI ,-0009 C131.001 1 C51 ,0015 151,-0021 .• Isc IP 44751 A y Inc 3P44751 A 4 Isc 5P44751 A y 1, IP 44751 A y Ise SI31 151,53 A 4 Ise 5/,5/1865 I A y lac 01(138653 A y Isc 101,11 3565 3 13 5135 -0014 5115 -0019 506 -0020 181 Ise 3P 65949 A Ine 1P 65949 A Ise 411 65949 A kc IP 65949 A Inc SI.(15599-3 A Isc 511 3 58 952 A lac SIG 56962 A Isc 0103 56962 A 1:P5 -0001 P11 -0114 ) P11 -0130 ('81.001. ('51,0014 3'51,0016 ('41,0022 T I,3P21195A T Esc 3P21191A T 1,3021195A T Isc 3P21198 T Esc SIG 18509 A T is SIG 18309 T kc 51.(315109A T Ise SI 018109 y Lae 311 16587 4 y roc 1P 16587 A y roc IP 16597 A y Isc 3P I6557 A y t, 51(i 145513 A y Ns 51.(114158 A y Esc SI.f114105 A 4. 1, 51.11 14551 A ('51.0099 Jr Ise ;p15731 ;A y Lsc SI(: 26000 A P114170 Pnl' -480-6 !0: 3576 ( A lu 5147 26060 A PI/11 -20AG Is 3P 10'1x9 A I, 51.31 13705 A P11 -0176 P11 -0016 16'5-0002 P5.0017 ITS-0003 BITS -002.3 51154024 5115 -0025 1 11135-0025 1x0 3P 6.5949 A Lao 3P 65949 A Isc 3P 85949,1 Is, 3P 65949 A Is9 51f:56985 A lac 01.(:56962 A 159 51,056962 A Ise 01,1:56962 A 111 , 0!1-0031 0110032 , 1111-0033 011-0131 , PO -0132 181.0100 131.-0101 y Isc IP 150 81 A y is 41(: 26060 A P01 -0177 P5-0178 ) l Pl6 -7 Isc3113.570.1A Ix 511; 2606013 55 1'114020 1'354004 lTi5N1'S•1'll L 30 66140 A Jac 51,1: 574.34 A 113 -0121 111 ,0102 PI1 -0155 { L BUS -0080 la• 111613701 I. 51.1351311 Pn4157 NtT P1111 -XPMR8 y Is, IP 12919 A y 1 SL(; 1.4705 A P131015 181, -0024 .10 Isc (Poi 1001 y L 61,/151631 A 'R) 111•0057 18 PI1 -0192 81/8-0081 1 3P 71251 A kc S0.06.3407 A 811,40062 Loo 3P612 Isc 5141 51631 A 151,0025 .L 1: /1154094 A .I lac 514143896 A P13 -0134 1 ) PI1 -0125 11(1. -0103 y lu 3F35793 A y Inc SI.(136060 A PI1 -0186 11(71 Is3 3P 35781 A 1' SI/i 260601 P17L1.200.8 1 .P 12959 A 164 SI .G 1 1705 A 1,11,10 -0031 16,104032 IOA17-00:19 0'51,0104 P110I'14 PI1 -0145 ) Cwi P1116X1.14 1.9 ,•l y L IP 129130A y 1u 514i 13705 A 01,1116 ('51.010.5 y Isc 3P 35753 A y Ise 510:36060 A 1'11-01', '111 L 31' 117113 Ns M.11 26060 A 1'115'.20119 141 11'12559 A 354 51(1 13705 A 01 RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER TX3/I1115 -PI5 141 10 54095 A lac 51,11 43096 A FLOOR SINK TO BE J.R. SMITH 3150 -12. BFP TO BE WATTS SERIES 719. MINIMUM CONDENSATE PIPE SIZE TO MATCH UNIT CONNECTION. PLUMBING DRAWINGS ARE GENERALLY DIAGRAMMATIC: 1. VERIFY FIXTURE LOCATIONS AND MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWINGS. 2. VERIFY ROUGH—IN REQUIREMENTS PRIOR TO INSTALLING FIXTURES OR EQUIPMENT. 3. CONFORM TO LATEST ADOPTED PLUMBING CODE. SLOPE ALL DRAINS LINES AT TO MATCH ROOF SLOPE OR 1/8" PER FT. UNLESS OTHERWISE NOTED. Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Engineering Manager Security Manager FF &E Project Manager Development Manager Project Manager Quality Control FF &E No. Date CALLISON CALLISON www.callison_ corn TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 371047 Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Project Planner Date Senior Project Manager Duality Control Reviewer Design Team Approvals OPERATIONS PROJECT MANAGEMENT Revisions Description Registration Key Plan RECEIVED CITY OF TUKVWIA MAY 13 7008 PERMIT CENTER Bar Code Sheet Title /Number PLUMBING PARTIAL PLAN ROOF LEVEL Date 10 24 GA GALV SM SLEEPER FLASHING "PRE -FAB" PIPE SUPPORT & CLAMP (IF APPLICABLE) CANT ROOFING PIPE SUPPORT DETAIL ON ROOF 74 V 1 NOTE 1. PROVIDE CRICKET ON UP SLOPE SIDE WHEN SLEEPERS ARE PERPENDICULAR TO ROOF SLOPE. ROOF PIPE SUPPORT 1 -5/8" UNISTRUT 6x FIRE RETARDANT WOOD SLEEPER MOUNTED ON TOP OF ROOF. 6"x6"x16 GAGE STEEL STEEL PLATE 1 /2"x 4" LAG SCREW, PROVIDE NEOPRENE -STEEL WASHERS BETWEEN CAP & STRUT L5 BOLT WITH LOCKWASHER AND DOUBLE NUT NTS NTS NTS FULL SIZE VENT /PRIMER OPENING 1" MIN ROOF CLEANOUT UNION WITH PLUG DRAIN CONNECTION - NEGATIVE AIR PRESSURE AT INLET TO DRAIN UNIT CASING ROOF CURB NOTES: a MINIMUM DRAIN PIPE SIZE EQUAL TO CONNECTION PROVIDED WITH EQUIPMENT Q MINIMUM DISTANCE EQUAL TO NEGATIVE STATIC PRESSURE (IN. W.C.) +1" Q DISTANCE EQUAL TO 1 /2 NEGATIVE STATIC PRESSURE (IN. W.C.) +1" NEGATIVE PRESSURE CONDENSATE DRAIN NTS FULL SIZE VENT 1 MIN ROOF CLEANOUT WITH PLUG UNION DRAIN CONNECTION - POSITIVE AIR PRESSURE AT INLET TO DRAIN Q UNIT CASING ROOF CURB NOTES a MINIMUM DRAIN PIPE SIZE EQUAL TO CONNECTION PROVIDED WITH EQUIPMENT Q MINIMUM DISTANCE EQUAL TO POSITIVE STATIC PRESSURE (IN. W.C.) O MINIMUM DISTANCE EQUAL TO POSITIVE STATIC PRESSURE (IN. W.C.) +1" POSITIVE PRESSURE CONDENSATE DRAIN NTS NTS 9 NTS RIM AT FINISHED FLOOR EVEVATION TRAP PRIMER CONNECTION LOCATED IN TAILPIECE AT A MINIMUM OF 1 -1 /2 PIPE DIA. ABOVE TRAP WEIR. FLOOR DRAIN (SEE NOTE 2) 4" ROOF CURB SEE ARCH FOR DETAIL P —TRAP SAME SIZE AS FLOOR DRAIN OUTLET MEMBRANE (SEE NOTE 1) /2" PRIMER PIPING FROM TRAP PRIMER NOTES: 1. ATTACH MEMBRANE, TO FLASHING COLLAR. 2. PROVIDE FLOOR DRAIN AS INDICATED ON DRAWINGS. FLOOR SINK DETAIL MEMBRANE CLAMP SEE DRAWINGS FOR INVERT ELEVATION AND PIPE SIZE FLOOR DRAIN /SINK 2 "CW -DN & UP ENLARGE THIRD FLOOR PLUMBING PLAN NTS NTS Design Drawn Checked Date XXX Project No. M.S. Project No. CUSTOMER Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager FF &E Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date (;) CALLISON CALLISON www.callison.com !DC a 'a ,y 31T CTS TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team 371047 Approvals OPERATIONS PROJECT MANAGEMENT Project Planner Date Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration I EXPIRES: /2.1/ 7/09 Key Plan Sheet Title RECEIVED CITY OF T UK ALA MAY 13 2008 PERMIT CENTER Date Date =mon mu Bar Code Number PLUMBING DETAILS Design Checked Security Manager Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E No. Date Revisions Description 0 05/07/08 ISSUE FOR PERMIT Registration Key Plan RECEIVED CITY OF TUK`11ILA MAY 1 3 7008 PERMIT CENTER Bar Code X13 (14 X16 1/8"=V-0" 1111111111111 1111111111111111 IIIIIIIIIIIIIIII 1111111111111111 C7 C A } 28' -7" GENERAL NOTES B GENERATOR ROOM A. FIRE PROTECTION DRAWINGS ARE GENERALLY DIAGRAMMATIC. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW ALL PIPING, VALVES, FITTINGS, OFFSETS, MISCELLANEOUS APPURTENANCES AND DETAILS. B. CONTRACTOR IS RESPONSIBLE FOR REDESIGN AND RELOCATION OF SPRINKLERS AND PIPING THAT DO NOT CONFORM TO THE REQUIREMENTS LISTED IN THESE NOTES, IN THE SPECIFICATIONS, AND AS INDICATED ON THE DRAWINGS. C. THE FIRE PROTECTION CONTRACTOR'S WORK INCLUDES DESIGN AND INSTALLATION OF THE SYSTEM PIPING, EQUIPMENT AND MATERIALS, AND OF THE SYSTEM SUPPLY WHERE NEEDED TO MEET HYDRAULIC DEMANDS. THE FIRE PROTECTION CONTRACTOR SHALL FLUSH SUPPLY PIPING ACCORDING TO NFPA REQUIREMENTS PRIOR TO CONNECTION TO THE EXISTING SYSTEM. D. SEE DRAWING F —L -01 FOR DETAILS OF HANGERS, BRACING, AND WALL AND FLOOR PENETRATIONS. E. IN AREAS WHERE SPRINKLERS ARE REQUIRED IN CEILING SPACES, SPRINKLERS ABOVE AND BELOW CEILING MUST DELIVER THE SAME DESIGN DENSITY. F. LOCATE INSPECTOR TEST STATIONS IN RISER ROOMS OR AT IDCA APPROVED LOCATIONS. TERMINATE DRAINS OVER FLOOR SINKS OR OTHER IDCA APPROVED LOCATIONS. G. WHERE LOW POINT DRAINS ARE REQUIRED, INSTALL PIPING IN ACCORDANCE WITH NFPA 13- 8.16.2.5.3, AND TERMINATE DRAINS OVER FLOOR SINKS OR OTHER IDCA APPROVED LOCATIONS. H. DO NOT LOCATE SPRINKLERS OR PIPING JOINTS OVER ANY ELECTRICAL EQUIPMENT OR CUSTOMER CABINETS. I. COORDINATE DESIGN AND INSTALLATION OF SPRINKLERS WITH OTHER TRADES PRIOR TO SUBMITTING SHOP DRAWINGS FOR REVIEW AND INSTALLATION. J. SHOW ELECTRICAL EQUIPMENT AND CUSTOMER CABINETS ON FIRE PROTECTION SHOP DRAWINGS. INCLUDE MAINTENANCE ZONES AND EQUIPMENT CLEARANCES IN THE FIRE PROTECTION SHOP DRAWING BACKGROUNDS. ZONE #1 -22 EH2, DRY SYSTEM DESIGN DENSITY: 0.25 GPM DESIGN AREA: 4,000 SQ FT MAXIMUM SPRINKLER COVERAGE: 100 SQ FT TEMPERATURE RATING: 280T ZONE #1 -21 OH2, DOUBLE - INTERLOCK PREACTION SYSTEM DESIGN DENSITY: 0.15 GPM DESIGN AREA: 3,500 SQ FT MAXIMUM SPRINKLER COVERAGE: 100 SQ FT TEMPERATURE RATING: 165'F 0 0 r) 0 r0 H 26' -3" J SCALE: 1 /8" = 1' -0" 26' -2" UPS /BATTERY ROOM K Drawn Date CALLISON XXX Project No. M.S. Project No_ Engineering Manager FF &E CALLISON www.callison.com Microsoft Mechanical Engineer Microsoft Cable Engineeer Microsoft Electrical Engineer 371047 TK5 DATA CENTER EXPANSION 3355 S 120th PL Tukwila, WA 98168 Design Team Approvals CUSTOMER Date OPERATIONS PROJECT MANAGEMENT Project Planner Date Sheet Title /Number 11 Date IRE PROTECTIO PARTIAL PLAN FIRST FLOOR ZONE #3 -12 OH2, DOUBLE — INTERLOCK PREACTION SYSTEM DESIGN DENSITY: 0.15 GPM DESIGN AREA: 2,000 SQ FT MAXIMUM SPRINKLER COVERAGE: 100 SQ FT TEMPERATURE RATING: 165F ZONE #3 -12 LH, DOUBLE— INTERLOCK PREACTION SYSTEM DESIGN DENSITY: 0.10 GPM DESIGN AREA: 1,500 SQ FT MAXIMUM SPRINKLER COVERAGE: 225 SQ FT TEMPERATURE RATING: 165F GENERAL NOTES 11 A. FIRE PROTECTION DRAWINGS ARE GENERALLY DIAGRAMMATIC. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW ALL PIPING, VALVES, FITTINGS, OFFSETS, MISCELLANEOUS APPURTENANCES AND DETAILS. B. CONTRACTOR IS RESPONSIBLE FOR REDESIGN AND RELOCATION OF SPRINKLERS AND PIPING THAT DO NOT CONFORM TO THE REQUIREMENTS LISTED IN THESE NOTES, IN THE SPECIFICATIONS, AND AS INDICATED ON THE DRAWINGS. C. THE FIRE PROTECTION CONTRACTOR'S WORK INCLUDES DESIGN AND INSTALLATION OF THE SYSTEM PIPING, EQUIPMENT AND MATERIALS, AND OF THE SYSTEM SUPPLY, WHERE NEEDED TO MEET HYDRAULIC DEMANDS. THE FIRE PROTECTION CONTRACTOR SHALL FLUSH SUPPLY PIPING ACCORDING TO NFPA REQUIREMENTS PRIOR TO CONNECTION TO THE EXISTING SYSTEM. D. SEE DRAWING F -L -01 FOR DETAILS OF HANGERS, BRACING AND WALL AND FLOOR PENETRATIONS. E. IN AREAS WHERE SPRINKLERS ARE REQUIRED IN CEILING SPACES, SPRINKLERS ABOVE AND BELOW CEILING MUST DELIVER THE SAME DESIGN DENSITY. 27' -5 r ri I►/ 27' -10" F. LOCATE INSPECTOR TEST STATIONS IN RISER ROOMS OR AT IDCA APPROVED LOCATIONS. TERMINATE DRAINS OVER FLOOR SINKS OR OTHER IDCA APPROVED LOCATIONS. G. WHERE LOW POINT DRAINS ARE REQUIRED, INSTALL PIPING IN ACCORDANCE WITH NFPA 13- 8.16.2.5.3, AND TERMINATE DRAINS OVER FLOOR SINKS OR OTHER IDCA APPROVED LOCATIONS. H. DO NOT LOCATE SPRINKLERS OR PIPING JOINTS OVER ANY ELECTRICAL EQUIPMENT OR CUSTOMER CABINETS. I. COORDINATE DESIGN AND INSTALLATION OF SPRINKLERS WITH OTHER TRADES PRIOR TO SUBMITTING SHOP DRAWINGS FOR REVIEW AND INSTALLATION. J. SHOW ELECTRICAL EQUIPMENT AND CUSTOMER CABINETS ON FIRE PROTECTION SHOP DRAWINGS. INCLUDE MAINTENANCE ZONES AND EQUIPMENT CLEARANCES IN THE FIRE PROTECTION SHOP DRAWING BACKGROUNDS. 4 A s 2T -10" 26' -r ZONE #3 -10 LH, DOUBLE — INTERLOCK PREACTION SYSTEM DESIGN DENSITY: 0.10 GPM DESIGN AREA: 1,500 SQ FT MAXIMUM SPRINKLER COVERAGE: 225 SQ FT TEMPERATURE RATING: 165'F ZONE #3 -9 OH2, DOUBLE— INTERLOCK PREACTION SYSTEM DESIGN DENSITY: 0.15 GPM DESIGN AREA: 2,000 SQ FT MAXIMUM SPRINKLER COVERAGE: 100 SQ FT TEMPERATURE RATING: 165F ZONE #3 -9 OH1, DOUBLE — INTERLOCK PREACTION SYSTEM DESIGN DENSITY: 0.10 GPM DESIGN AREA: 1,500 SQ FT MAXIMUM SPRINKLER COVERAGE: 225 SQ FT TEMPERATURE RATING: 165F ZONE #3 -9 EH1, DOUBLE — INTERLOCK PREACTION SYSTEM DESIGN DENSITY: 0.30 GPM DESIGN AREA: 2,500 SQ FT MAXIMUM SPRINKLER COVERAGE: 100 SQ FT TEMPERATURE RATING: 280'F SPRINKLERS: K =11.2, CONTROL MODE TYPE XXX Project No. M.S. Project No. 371047 CUSTOMER Date OPERATIONS Microsoft Mechanical Engineer Date Microsoft Cable Engineeer Microsoft Electrical Engineer Engineering Manager Security Manager Project Planner Date Project Manager Senior Project Manager Development Manager Project Manager Quality Control Reviewer Quality Control FF &E Approvals PROJECT MANAGEMENT Revisions No. Date Description 0 05/07/08 ISSUE FOR PERMIT e ■istration RECEIVED CITY OF TUKWILA MAY 13 2008 PERMIT CENTER Bar Code Sheet Title /Number FIRE PROTECTIO PARTIAL PLAN THIRD FLOOR Design Drawn Checked Date CALLISON CALLISON www.callison.com IDC CTS TK5 DATA CENTER EXPANSION S 120th PL Tukwila, WA 98168 Design Team 1 — O n SEALANT TYPICAL TOP AND BOTTOM + I ____ I ____ I ' I I - _ I 18 GA SHEET METAL CANOPY IN FINISHED I MAX. SPAN 5' -0" FRAMING CHANNEL AS SPECIFIED IN SECTION [15140], Irmyri r cALLIsaN 1 www.calI so om 1 _ "q" �`' "h w 2122 - - -- Or DATA CENTER EXPANSION 3355 S 120th PL., Tukwila, WA 98168 Design Team SPRING N -{ L L „ I ' PIPING SUPPORTS AND ANCHORS WAWAMVITMEMI I, TOLCO FIG. 65 BEAM CLAMP ,I (SEE NOTE BELOW) • --- 41. 1 = 1 _ am O A REA � I DOUBLE NUT • y• n �, N n cm cm es I OPEN WEB JOIST _ ESCUTCHEON IN FINISHED FINISHED FLO o kil _ - - - - WITH BACKER ROD MAX ��..������! � 7 _ LOCK NUT TOLCO FIG. 69 = REQ'D _ RETAINING STRAP = VIEW A A TOLCO FIG. 100 % ALL THREAD ROD ' ± TOLCO FIG. 200 ADJUSTABLE RING HANGER NOTE: I I „ 2x2 x1/4" PLATE WASHER SURGE RESTRAINER - PLATE AREA 2" ~ SEALANT 2" HANGER ROD i I'ilw NOTES: TYPICAL TOP AND BOTTOM SURGE 1, -G,. CONCRETE BEAM STEEL ANGLE CLIP 5/8" DIA. MIN. WEDGE ANCHOR MIN ' MBEDMEN „ EMBEDMENT INTO CONCRETE. EXPANSION a. • - = 1- FOR SEALANT SPECIFICATION, SEE SECTION 07920. 2 -FOR FIRE STOPPING REQUIREMENTS, SEE SPECIFICATIONS, SECTION 07841. PIPE FLOOR PENETRATIO\ ( -6- FOR PIPE 2" AND SMALLER. FOR PIPE 2Y2' AND LARGER, SEE DETAIL 3 /F -L -01 BOTTOM BEAN/ CLAVP I MAX RESTRAINER NM �.. EMI I J T:T � - ,; d � 'Nil/ „g - v • P 4 _ . a. a a. �i 1 1 �, SCALE: NONE — SCALE: NONE "-. T -_ - " DROP BRACE DROPS OVER 4' -0" I WELDOLET 117 BRANCHLIKE = NOTE: il I I SEALANT WITH INSIDE DIMENSION OF BACKER ROD SEALANT SLEEVE SHALL BE A MINIMUM OF 2" LARGER THAN OUTSIDE DIAMETER OF PIPE. , I I HANGER I ROD I ' I Design Drawn o .° o . ° • • - Checked INSTALL RETURN BEND TO DROPS IN DRY PIPE AND PREACTION SYSTEMS. { LONG Date J' XXX Project No. 371047 ® ® FIG. 25 SURGE RESTRAINER 4" - FOR 1" AND 1-1/4" AND HANGER - FOR 1-1/2" AND 2" PIPE AND HANGER OF LINE RESTRAINT PIPE I M.S. Project No. T ESCUTCHEON PLATE • - o SURGE RINER cm HANGER CM C ROD C CUSTOMER = CRE INSERT = S JOIST CHANNEL CLAMP RETAINING STRAP Date OPETIONS AT EACH SIDE WHERE PIPING IS EXPOSED ON FINISH WALLS NOTES: ��► TOLCO FIG. 1000 I Microsoft Mechanical Engineer Date I Ig ® TEOLCO TYPE 1 TYPE 2 Microsoft Microsoft Cable En g Engineeer "FAST CLAMP" O (2) C; n I Microsoft Electrical Engineer 1 -FOR NON RATED PARTITIONS SEE SECTION 07920. 2- FOR FIRE RATED PARTITIONS SEE SPECIFICATIONS, SECTION 07841. 6 WALL PIPE PENETRATION 4\ J . PLAN SYMBOL FAST CLAMP RISER BRACE 14 PIPE DROP / END Engineering Manager Security Manager ' I &E PROJECT MANAGEMENT BEAM JOIST BEAM FRAMING Project Planner Dote - , S BEAM : ;_ N � Project Manager - SCALE: NONE I �/ SCALE: NONE - SCALE: NONE TIE ROD 7 CHANNEL NUT ' 1 - 5/8 X 1 -5/8 X 1 2 GA. FRAMING CHANNEL ROD Senior Project Manager Development Manager STEEL INSERT FOR NEW CONSTRUCTION. (THIS TYPE TO BE USED ONLY IN SLABS OR n " ������������ ��`� fl BEAM CLAMP I METAL I Project Manager TOLCO FIG. 800 SWAY BRACE , EXTENSION PIECE I I H= ;, P. � SOD HANGER Quality Control Reviewer Quality Control FF &E Revisions No. Date Description TOLCO FIG. 910 o SWIVEL SWAY o BEAMS 4" MIN. DEPTH) 3/8" MIN. DIA. BOLTS- FASTEN TO DRIVE -IN EXPANSION ANCHORS FLOOR SLAB OR ROOF DECK r�l':'� ATTACHMENT TO STEEL I ' -BEAM Iqrr TOLCO FIG. 910 SWIVEL SWAY BRACE FITTING BRACE PIPE BRACE FITTING 7 BRACE PIPE e / : o • " • . • • o • • v ' y ' p . a p -4: �. :., Q E. • . s b. 4.. % e/ I -. - • o ■ gi p. p .d4•� "' 1 /4" STE TOLCO FIG. 4A PIPE CLAMP FOR 0 1 °� METAL DECK CLIP ANGLE % ,._i� iii ! , !' I NOTES: EXPANSION ANCHOR WEL` ! gip _ .. A •,.. `; TOLCO FIG. 4A PIPE CLAMP FOR p 0 05/07/08 ISSUE FOR PERMIT SWAY BRACE PLACEMENT REQUIREMENTS, HANGER ROD SPACING AND REQUIREMENTS, SEE SPECIFICATION 15140, PIPING AND ANCHORS. SUPPORTS MUST BE FM APPROVED FOR APPLICATION. LOADING HANGERS FOR HANGING PIPE LARGER THAN 2 �� IN ATTACHMENT ,, e•istration , G. M� ' IMPORTANT STRUCTURAL NOTE: TOLCO STEEL FIG. 65 COMPONENTS WERE USED AS PART OF THE FIGURE 800 SWAY BRACE ATTACHMENT ASSEMBLY DURING STRUCTURAL TESTING AND ARE REQUIRED TO ACHIEVE THE LISTED RESULTS. MALLEABLE IRON COMPONENTS MUST NEVER BE SUBSTITUTED BECAUSE OF THIS MATERIALS SERIOUS POTENTIAL FOR FRACTURE AND FAILURE. V I 1- 2- 3 3 FOR HANGER SPRING HANGER SUPPORTS HANGERS & -USE CENTER DIAMETER HANGER - NUT AND WASHER TURNBUCKLE SWAY BRACE z. PLAN SYMBOL (TYPICAL) „ HANGER ROD 3/8 MIN. DIA. ANGLE IRON -FOR PIPES UNDER 2" USE 1-1/2" X 1 X 1 : Q w 0 4,, , o o v WASH/ ` -.:. . , oT. , , ter p :. r. � / -• 1 9724 ._,. ZGIST PLAN SYMBOL PARALLEL TO MAIN -1 /2" /4" (TYPICAL) ANGLE. PIPES 2 „ AND LARGER USE _.� PARALLEL TO MAIN LONGITUDINAL EARTHQUAKE BRACE 3” X 3" X 1 /4" ANGLE. HANGER ROD SECURING VETHOD 15 LO MAIN \GITUDINAL SWAY BRACE �xialr�ES: SCALE NONE SCALE NONE — SCALE: NONE - SCALE: NONE TOLCO FIG. 800 'El eiii �2 n Key Plan R ECEIVE® CIT`� OFTUKV 1 lil .A M AY 13 ZOQB PERT CENTER Bar Code Sheet Title /Number IRE P R a T E C T DETAILS = F zn L ,,,,, _ I a • TOLCO FIG. 910 SWIVEL SWAY UNISTRUT .: P MAX (LBS) SWAY BRACE ATTACHMENT TO STEEL I -BEAM .. 4: .. l STYLE 6 FT. SPAN p 8 U LEAF SPRING CONFIGURATION AND ORIENTATION BEFORE NUTS ARE TIGHTENED , 1 TO $TO CLAMP" FIIG. 1000 \ w LEAF SPRING ��- SHOWN FLAT TO ASSURE MINIMUM REQUIRED TORQUE- 0 TIGHTEN HEX NUTS UNTIL LEAF SPRING IS FLAT 12 LATERAL EARTHQUAKE BRACE P1000 250 P1000T 200 P5000 650 BRACE FITTING P5000T 600 TOLCO FIG. - SWIVEL BRACE r - . led 01* I 1 I • DOUBLE NUT AND WASHER I I BRACE PIPE '� SWAY FITTING BRACE PIPE .� TOLCO FIG. 1000 40) "FAST CLAMP" SWAY • BRACE ATTACHMENT ' TOLCO CLAMP SWAY BRACE ATTACHMENT "FAST ° ♦ "L I OL TO MAIN ® J l� PLAN SYMB PERPENDICULAR Qy ----, - .- METAL FRAMING STEEL } HANGER ROD IMPORTANT STRUCTURAL NOTE: TOLCO STEEL FIG. 65 COMPONENTS WERE USED AS PART OF THE FIGURE 800 SWAY BRACE ATTACHMENT ASSEMBLY DURING STRUCTURAL TESTING AND ARE REQUIRED TO ACHIEVE THE LISTED RESULTS. MALLEABLE IRON COMPONENTS MUST NEVER BE SUBSTITUTED BECAUSE OF THIS MATERIALS SERIOUS POTENTIAL FOR FRACTURE AND FAILURE. NOTE: FOR HANGER PLACEMENT REQUIREMENTS, HANGER :. SPRING HANGER REQUIREMENTS, SEE PIPING / SPECIFICATION 15140, PIPING SUPPORTS AND 4 UPPER H AN 3ER BEAN/ ROD SPACING AND DRAWINGS AND ANCHORS. ATTACHMENT r PLAN SYMBOL PERPENDICULAR TO MAIN MAIN 6 LATERAL EARTHQUAKE BRACE MAIN 1 6 LATERAL SWAY BRACE ...,...__. SCALE: NONE SCALE: NONE -- SCALE: NONE SCALE: NONE