Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M10-142 - PROVIDENCE HEALTH & SERVICES
PROVIDENCE HEALTH & SERVICES 3355 S 120 PL M10 -142 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Project Name: PROVIDENCE HEALTH & SERVICES Permit Number: M10 -142 Issue Date: 11/03/2010 Permit Expires On: 05/02/2011 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: KYLE VICTOR Address: 5005 THIRD AV S , SEATTLE WA 98134 Email: KYLEV @MCKINSTRY.COM Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98134 Contractor License No: MCKINCL942DW Phone: 206 - 795 -4590 Phone: 206 762 -3311 Expiration Date: 03/16/2012 DESCRIPTION OF WORK: INSTALL VFD- CONTROLLED RETURN FAN, SUPPLY /RETURN DUCTWORK AND MIXING BOX PLENUM TO SERVE PHS DATA CENTER EXPANSION SPACE. INCLUDES BAS CONTROLS, INSULATION, STARTUP AND COMMISSIONING. Value of Mechanical: 160,920.00 Fees Collected: $1,934.81 Type of Fire Protection: UNKNOWN International Mechanical Code Edition: 2009 Permit Center Authorized Signature: `'��// _ Date: I `' 1 0 L I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. /1 444 Print Name: 14 2- I . V i cf r ( 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. Signature: Date: I I /3 /I u doc: IMC -4/10 M10-142 Printed: 11 -03 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Tenant: PROVIDENCE HEALTH & SERVICES Permit Number: M10 -142 Status: ISSUED Applied Date: 10/08/2010 Issue Date: 11/03/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 13: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 14: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) doc: Cond -10/06 M10-142 Printed: 11 -03 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www. ci tukwi la. wa. us 15: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 16: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 17: 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) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 M10-142 Printed: 11 -03 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: vsZ+ r Date: 11 /3 /0 doc: Cond -10/06 M10-142 Printed: 11 -03 -2010 CITY OF TUKWIL• Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us • IA Mechanical Permit No. tO_ (LI 2 Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE. LOCATION Site Address: 3355 S. 120th Ave. Tenant Name: King Co Assessor's Tax No.: 1023049082 Providence Health & Services Suite Number: 5203 Property Owners Name: Sabey Corporation New Tenant: Mailing Address: 12201 Tukwila International Blvd., 4th Floor • Tukwila Floor: 2 ❑ Yes 51 ..No WA 98168 Zip City State CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Kyle Victor Mailing Address: 5005 Third Ave. S. Day Telephone: (206) 795 -4590 Seattle WA 98134 E -Mail Address: kylev @mckinstry.com City State Fax Number: (206) 762 -2624 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: McKinstry Company Mailing Address: 5005 Third Ave. S. Contact Person: Kyle Victor WA 98134 E -Mail Address: kylev @mckinstry.com Contractor Registration Number: MCKINCL942DW City State Zip Day Telephone: (206) 795 -4590 Fax Number: (206) 762 -2624 Expiration Date: 03/16/2012 ARCHITECT OF RECORD — All plans must be stamped by architect of record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: McKinstry Company Mailing Address: 5005 Third Ave. S. Contact Person: Tony Marino WA 98134 E -Mail Address: tonym @mckinstry.com H:\Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Perrnit Application.doc Revised: 7 -2010 bh City State Day Telephone: (206) 832-8462 Fax Number: (206) 832 -8662 Zip Page 1 of 2 Valuation of project (contractor's bid price): $ 160,920.00 Scope of work (please provide detailed information): Install VFD- controlled return fan, supply /return ductwork and mixing box plenum to serve PHS Data Center expansion space. Includes BAS controls, insulation, startup and commissior Use: Residential: New ❑ Commercial: New 0 Fuel Type: Electric ❑ Gas Replacement Replacement Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm 1 fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 1 3-15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 15 -30 hp /1,000,000 btu suspended/wall /floor mounted heater ventilation system wood/gas stove 30 -50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp /1,750,000 btu repair or addition to heat/refrig /cooling system Incinerator — domestic other mechanical equipment 5 air handling unit <10,000 cfm incinerator — comm/ind PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO Signature: ZED AGENT: Print Name: Kyle R. Victor 5005 Third Ave. S. Mailing Address: Date: 10/08/2010 Day Telephone: (206) 795 -4590 Seattle WA 98134 City State Zip IDate Application Accepted: j O_Q _ ( 6 Date Application Expires: u O_ [J Staff Initials: /( 1 H:\Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us RECEIPT Parcel No.: 1023049082 Permit Number: M10 -142 Address: 3355 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 10/08/2010 Applicant: PROVIDENCE HEALTH & SERVICES Issue Date: Receipt No.: R10 -02224 Initials: WER User ID: 1655 Payment Amount: $1,547.85 Payment Date: 11/03/2010 09:39 AM Balance: $0.00 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11165 1,547.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 1,547.85 Total: $1,547.85 doc: Receiot -06 Printed: 11 -03 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049082 Permit Number: M10 -142 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 10/08/2010 Applicant: PROVIDENCE HEALTH & SERVICES Issue Date: Receipt No.: R10 -02024 Initials: User ID: WER 1655 Payment Amount: $386.96 Payment Date: 10/08/2010 02:52 PM Balance: $1,547.85 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 386.96 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 386.96 Total: $386.96 doc: Receipt -06 Printed: 10 -08 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY .OF TUKWILA BUILDING DIVISION �.. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 OA Pro' ct: ViZeNt'U €1JCl.- t4'At-th Type of Inspection: • •• S evlOW. St?Ll► O3)-4.,th∎ Address: 33 S 1zcc Q Ci Date C�Iled: F.1' A A /� dV1� A" Special Instructions: J IIt © L-1 7o67 -0 I Date Wanted: Requester: Phone No: 2-0 C, -"`144:45A09 Approved per applicable codes. COMMENTS: Corrections required prior to approval. t Ins ' ector: ),) Dat - 1' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISIOIt' - 6300 Southcenter Blvd., #100, Tukwila: WA 98188' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P ect: - riuvaOZAce re‘ Typ of Inspection: • ., _.__ , .Oa61f A eS:SS 5. rid-A_ Date Called: Special Instructions: cl�' ricp . _ Date Wanted: f 1 —. I �^ S —C43 �� a.m. p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval.•% COMMENTS: ector: REINSPECTION FEE REQUIRED. P or to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • • T rtt Y P 4 �O " �y � e r; � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -142 DATE: 10 -08 -10 PROJECT NAME: PROVIDENCE HEALTH & SERVICES SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: AVU VO it �ul•ing Division Public Works 10W--t0 Are Prevention Structural Planning Division n Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-12-10 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions 12( Notation: REVIEWER'S INITIALS: DUE DATE: 11-09-10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople P eer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2012 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLYDIG+ MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active WESTVI'121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN "372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929511574 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 TRAVELERS CAS it SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.0009/02 /2010 1 TRAVELERS CAS it SURETY CO 104702039 01/03/2006 Until Cancelled $12,000.0003/16 /2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.0012 /07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 CHARTER OAK FIRE INS CO DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/Ini/bbip/Print.aspx 11/03/2010 ABBREVIA1 IONS GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BIDG BOP BOT BS BTU BTUH CAB COND C/L CLG CFM o CO2 COL CONC COND CONN CONSTR COIRR CTL DET DIA DIAG DIM DISCH DIV DN DS DW DWG DWV (E) EA EC EL EI.EC ELEV EP EQUIP ESP EXH EXIST (F) FA FCO FDC FDN FIG RN FIO FLU FLG RR FO FP FPM FE FTG FURN GA GALV GC GEN GPM GWB ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BQA+4D BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRRISH 11 {ERI(4L UNIT BRASH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER UNE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DMS1ON DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH EU:CIRCA CONTACTOR; END CAP ELEVATION UMW - ELEVATION ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL. STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE RANGE FLOOR FUEL OiL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD H HP HORSEPOWER; HIGH PRESSURE HR HEATING RETURN HS HEATING SUPPLY HTG HEATING HTR HEATER ID INSIDE DIAMETER /DIMENSION LAB LABORATORY LF UNEAL FOOT MALI MAKE -UP AIR UNIT MAX MAXIMUM MBH 1000 BRITISH THERM UNITS PER HOUR MED MEDIUM MIZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM; MINUTE(S) MISC MISCELLANEOUS MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NO NORMALLY OPEN; NUMBER NOM NOMINAL MS NOT TO SCALE OA OVERALL oC ON CENTER OD OUTSIDE DIAMETER OVHD OVERHEAD PoC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANTITY R RELOCATED RAD RADIUS REQD REQUIRED RPM REVOLUTIONS PER MINUTE SECT SF SIM SPEC SQ STD STRUC SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD STRUCTURAL TnD TOC TOS TYP UG UNO VAV VD VER VFD VSD W/ VI/0 HVAC pc ACT AHU BDD BOD CC CRU cr CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU GRD HC HR HVAC TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRNE VARIABLE SPEED DRNE WITH WITHOUT AIR CONDITIONING ACOUSTICAL CEUNG TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COL UNIT FIRE DAMPER FREQUENCY MODULATION FRE PROTECTION; FAN POWERED FAN TERMINAL UNIT PIPING IDENTIFICATION HVAC A CON -CDR- - CDS CHS -CHR G -HR I IS RL —RS PLUMBING ST GRW GAW RR NP ORL PSD RWL —RWL- SD SS —UD------ W FIRE PROTECTION FDC GRILLE, REGISTER, DIFFUSER FP WSP PIPING FITTINGS HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECHANICAL CONTRACTOR TOI MECH MECHANICAL 101 MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR 1 OBD OPPOSED BLADE DAMPER RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP 1DH TG TOD TSP UH WS WC WG RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN CO CLEAN OUT; CARBON MONOXIDE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DSP DRY STANDPIPE EWC ELECTRICAL WATER COOLER FD FLOOR DRAIN IE INVERT ELEVATION IN WC INCHES WATER COLUMN IW IONIZED WATER; INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WH WATER HEATER WSP WET STANDPIPE PIPING BP CD CHW CHR CHS CT EWT FH V LWT TOP BACKFLOW PREVENTER CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE ENTERING WATER TEMPERATURE FIRE HOSE VALVE LEAVING WATER TEMPERATURE TOP OF PIPE 11 0 I t I VALVES rJ PIPING ACCESSORIES 1► 4W Q 1I 0 -or RPBP I Y 0 0 A COND CDR CDS CHS CHR G HR HS RL RS ST CW GRW GAW HVI HWC ID IRR NPCW ORL PW PSD RWL RWL SD SS UD V W . WATTS /LF at COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT UQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DSP DRY SAND PIPE FDC FIRE DEPT. CONNECTION PIPE F FIRE SPRINKLER PIPE FP FIRE PROTECTION WATER PIPE FW FIRE PROTECTION WASTE PIPE WSP WET STAND PIPE TEE W/PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90' ELBOW UP 90' ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45' ELBOW 45' ELBOW 90' ELBOW 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BAIL VALVE 3 -WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 -WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PENES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFIOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN DUCTWORK ACCESSORIES I BIRDSCREEN OR SCREENED OPENING J AD L AD 12x12 SL 12x12 2.SL R D -.1V► DUCTWORK RECTANGULAR DUCT x RECTANGULAR DUCT 1 x Ii RECTANGULAR DUCT V RECTANGULAR DUCT s P I %) P M■■■TNVJ*1 SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIRE/SMOKE DAMPER THROUGH WALL FIRE/SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 1" ACOUSTICALLY UNED DUCT 2' ACOUSTICALLY UNED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS THERMOSTAT SENSOR CARBON MONOXIDE SENSOR VISUAL ALARM UGHT - WALL MOUNTED GRILLE /REGISTER/DIFFUSER DOUBLE LINE 4- t 1 CEILING SUPPLY AIR DIFFUSER LUNG SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEILING RETURN, EXHAUST OR TRANSFER AR GRILLE UNFAIR DIFFUSER (CEILING) UNEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) HVAC - ANNOTATION DUCT WORK 0 ROUND DUCT SYMBOL $ FLAT OVAL DUCT SYMBOL GRILLE, REGISTER, OR DIFFUSER TAG DT5 -618 CFM EACH l SIZE TYPE CODE SEPARATE PERMIT REQUIRED FOR: 1:3 litichartloal orbectrIcal �smbtap 114410 City of'7'ukwita BUILDING DIVISION LD5 /3 -300 CFM EACH UNEAR DIFFUSER GRILLE 1 ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. TYPE CODE PIM COPY Permit No Plan review approval is Gutted to =rrorseondomission& Approval of construction documents does not authorizes Cf.. violation of any adopted code or oi1nanc e. Receipt o< approved Meld Copy and conditions isadmowll ed BY Datc It 3 City 0? lb cwita BUILDING DIVISION REVISIONS No changes shall a to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. LEGAL DESCRIPTION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOV'T LOT 15 AND SW 1 /4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. LOCATION / SITE MAP GENERAL INFORMATION SYMBOLS X X L - - -J • GENERAL NOTES: NEW MECHANICAL WORK FUTURE 11 SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL/DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION MATCHUNE PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) DRAWING NOTE REFERENCE POINT OF CONNECTION CENTERUNE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL1INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE 1.7CTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 - GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14 -5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10.FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTU INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION CONTAINED WITHIN THIS DRAWING SET. DRAWING INDEX REVIEWED FOIr E COMPLIANCE APPPAVEO OCT 27 2010 A-7 City of Tukwila BUILDING DIVISION SHEET NUMBER SHEET TITLE MO.0 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS MO.1 CONTROLS DIAGRAM AND SEQUENCE OF OPERATIONS MO.2 SEISMIC INFORMATION M2.2 2ND FLOOR HVAC PLAN M3.2 2ND FLOOR ENLARGED HVAC PLAN M4.0 HVAC SECTIONS & DETAILS M7.0 HVAC SPECIFICATIONS AND EQUIPMENT SCHEDULES PROJECT: instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SUITE 100 PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52036 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 1 0/08/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING TONY MARINO BEV PATTERSON BILL DAGGETT 10 -15-10 SEE DRAWING DRAWING INDEX, SYMBOLS, AND ABREVIATIONS SHEET NUMBER: RECEIVED OCT 08 2010 PERMIT CENTER HIOHLI2 MO.O PROJECT: SABEY SDC5203 -B ITEM: SEQUENCE OF OPERATIONS SCOPE OF WORK FOR THIS PROJECT IS TO EXTEND THE EXISTING SUPPLY AIR, RETURNIEXHAUSTAIR SYSTEMS TO THE 5203 -B SUITE. PROVIDE THE TEMPERATURE CONTROL AND ALARMING TO SUPPORT THE HVAC SYSTEM. DESIGN CRITERIA: 72`F TEMPERATURE AND 30-70% RELATIVE HUMIDITY IN FLOOR SPACE. RUN CONDITIONS: THE CONTROLLER WILL CONTROL TO MAINTAIN SUPPLY AIR TEMPERATURE AND STATIC PRESSURE TO THE SPACE CONTINUOUSLY. SUPPLY AIR DESCRIPTION: EXISTING SUPPLY AIR IS PROVIDED TO THE SPACE FROM THE CENTRAL PLANT AIR HANDLING EQUIPMENT LOCATED ON THE 3' FLOOR. THE EXISTING DUCT MOUNTED FLOW MEASURING DEVICE WILL MONITOR THE AIRFLOW, 5 NEW ROOM DIFFERENTIAL PRESSURIZATION SENSORS SHALL AVERAGE THE DIFFERENTIAL PRESSURE (BETWEEN THE DATA FLOOR SPACE AND THE CORRIDOR) AND WILL MODULE THE DAMPERS IN THE SUPPLY DUCTWORK TO MAINTAIN ROOM DIFFERENTIAL PRESSURE SETPOINT. NEW (5) ROOM TEMPERATURE SENSORS WILL. BE UTILIZED TO MODULATE THE RETURN AIR DAMPER FOR SUITE 5203B TO MAINTAIN THE ROOM TEMPERATURE SETPOINT OF 72 "F (ADJ.). AIRFLOW TO SUITE: THE EXISTING AIRFLOW MONITORING STATION SHALL MONITOR THE SUPPLY AIR FLOW. ALARMS WILL BE PROVIDED AS FOLLOWS: • AIRFLOW FAILURE: THE MEASURED AIRFLOW IS BELOW THE ALARM SETPOINT (ADJ.). SPACE CONDITIONS: THE CONTROLLER WILL MONITOR THE NEW (5) SPACE TEMPERATURE! HUMIDITY SENSORS IN THE SUITE. THE SENSORS ARE WALL MOUNTED SENSORS AND WILL BE INSTALLED AT OWNER DESIGNATED LOCATIONS. THE CONTROLLER WILL UTILLZE THE SENSORS BY AN OPERATOR SELECTED METHOD FOR SPACE CONTROLLER. MODES: • AVERAGE OF ALL (5) SENSORS • HIGHEST TEMPERATURE OF ALL (6) SENSORS • INDIVIDUAL SENSOR SELECTION (I,E. SENSOR #1, SENSOR #2, ETC.) IF A SENSOR HAS FAILED (I,E. SENSOR VALUE REFLECTING SENSOR FAILURE), THE CONTROLLER WILL REMOVE IT FROM THE AVERAGING CALCULATION. IF THE FAILED SENSOR IS BEING UTILIZED FOR SPACE CONTROL, THE CONTROLLER WILL UTILIZE AN AVERAGE OF THE REMAINING SENSORS. ALARMS WILL BE PROVIDED AS FOLLOWS: • SENSOR #X FAILURE: THE SENSOR IS OUTSIDE OF ACCEPTABLE OPERATING CONDITIONS. • SENSOR #X HIGH TEMPERATURE THE SPACE TEMPERATURE IS GREATER THAN 76 °F (ADJ.). • SENSOR #X LOW TEMPERATURE: THE SPACE TEMPERATURE IS BELOW 66 °F (ADJ.) • SENSOR #X HIGH HUMIDITY: THE SPACE HUMIDITY IS GREATER THAN THE 70%RH (ADJ.). • SENSOR #X LOW HUMIDITY: THE SPACE HUMIDITY I5 BELOW THE 30%RH (ADJ.). SUPPLY AIR TEMPERATURE SETPOINT - FIXED; THE CONTROLLER WILL MONITOR THE SUPPLY AIR TEMPERATURE AND WILL MAINTAIN A FIXED SUPPLY AIR TEMPERATURE SETPOINT OF 72'F (ADJ.). THE CONTROLLER WILL MODULATE THE RETURN AIR DAMPER (FROM SUITE) TO MAINTAIN THE SUPPLY AIR TEMPERATURE TO THE SUITE. ALARMS WILL BE PROVIDED AS FOLLOWS: • HIGH SUPPLY AIR TEMP: IF THE. SUPPLY AIR TEMPERATURE IS 5 °F (ADJ.) GREATER THAN SETPOINT. SPACE PRESSURE THE CONTROLLER WILL MEASURE SPACE STATIC PRESSURE BETWEEN THE SPACE AND THE COMMON CORRIDOR. THE CONTROLLER WILL MODULATE THE SUPPLY DAMPER TO MAINTAIN A POSITIVE SPACE STATIC PRESSURE SETPOINT OF 0.05IN H2O (ADJ. RANGE 0.025" TO 0.101. ALARMS WILL BE PROVIDED AS FOLLOWS: • LOW STATIC PRESSURE: IF THE SPACE PRESSURE DROPS BELOW THE SETPOINT. IF THERE IS A LOSS OF ACCEPTABLE PRESSURE READING, THE CONTROLLER WILL MAINTAIN LAST COMMAND SIGNAL AND INITIATE AN ALARM, RETURN FANS (EXISTING RF -5203A 5203B AND 5203C: NEW RF- 5203D): EACH FAN RUNS CONTINUOUSLY. ONE FAN IS REDUNDANT. RETURN AIR DESCRIPTION: THE RACK MOUNTED SERVERS IN THE FLOOR SPACE ARE EQUIPPED WITH PLENUMS THAT ROUTE THE HOT AIR FROM THE SERVER TO THE CEILING PLENUM. DIFFERENTIAL PRESSURE SENSORS BETWEEN THE ROOM AND CEILING PLENUM WILL MODULATE THE RETURN FAN VFDS TO MAINTAIN A NEGATIVE PRESSURE SETPOINT OF - 0.01IN H2O (ADJ. RANGE 0.0' TO - 0.10 "). RUN CONDITIONS: THE CONTROLLER WILL COMMAND THE (4) RETURN FANS TO OPERATE RUN CONTINUOUSLY. UPON A LOSS OF CONTROL SIGNAL, THE RETURN FAN VFD CONTROLLER WILL CONTINUE TO RUN FAN AT ITS PRE- SET MINIMUM SPEED. THE CONTROLLER WILL HAVE INDEPENDENT OPERATING MODES FOR EACH FAN TO ALLOW UNIT SHUTDOWN FOR MAINTENANCE. BUN MODE: • EACH RETURN FAN AND ASSOCIATED ISOLATION DAMPER WILL BE STAGED UPON INITIAL START- UP. • THE CONTROLLER WILL. COMMAND THE RETURN FAN ISOLATION DAMPER TO OPEN. • AFTER A TIMED DURATION, THE CONTROLLER WILL COMMAND THE RETURN FAN TO RUN. • THE CONTROLLER WILL MONITOR RUN STATUS OF THE VFD AND DISABLE THE FAN IF STATUS IS NOT CONFIRMED. THE ISOLATION DAMPER WILL BE CLOSED WHEN THE CONTROLLER DISABLES THE FAN. • THE ISOLATION DAMPER WILL OPEN UPON A CONTROLLER FAILURE OR LOSS OF 24VAC POWER. • THE CONTROLLER WILL SEND THE SAME CONTROL SIGNAL TO EACH OF THE RETURN FAN VFDS TO MAINTAIN CEILING PLENUM SETPOINT. SMOKE DETECTORS IN FANS: A HARDWIRED SMOKE DETECTOR WILL INTERRUPT THE FAN OPERATION UPON DETECTION OF SMOKE IN THE RETURN DUCT. PRESSURE SENSORS: THE CONTROLLER WILL AVERAGE THE (2) NEW CEILING PRESSURE SENSORS FOR CONTROL. IF THERE IS A LOSS OF ACCEPTABLE PRESSURE READING, THE CONTROLLER WILL REMOVE THE SENSOR FROM THE CONTROL CALCULATIONS, AND SIGNAL AN ALARM. ALARMS WILL BE PROVIDED AS FOLLOWS: • LOW PRESSURE: IF CEILING PLENUM PRESSURE IS GREATER THAN 0.0IN H20. RELIEF 1 EXHAUST DAMPER: RUN MODE: THE CONTROLLER WILL MAINTAIN A RETURN DUCT STATIC PRESSURE SETPOINIT OF 0.5IN H2O (ADJ.) BY MODULATING THE EXHAUST AIR DAMPER (TO THE OUTSIDE). A DUCT STATIC PRESSURE SENSOR IN THE RETURN DUCTWORK DOWNSTREAM OF THE RETURN FANS WILL PROVIDE THE CONTROL SIGNAL. ( EXIST SUPPLY AIR ISOLATION DAMPER (TYPICAL) 5201 0® 5202 00 PA 3 —WAY CONTROL VA 2 TYP EA AHU BY —PASS DMPR 2 TYP EA AHU 0 2 TYP SD © EACH AHU EXISTING SUPPLY AIR MANIFOLD M mC M VFD OSA DMPR, 2 TYP EA AHU RETURN AIR DMPR 1 2 —TYP —J 0 U CD J 0 0 U LLJ EXISTING AHU 52A1 EXISTING AHU 52A2 SPACE TEMP SENSOR SPACE HUMIDISTAT METER MOD- 5203 -1 5203 DUCT STATIC PRESSURE SENSOR n M EXISTING AHU 52B1 �/ —/\ Vim- Ifil 1=i- VFD =\.7. IMk _/N SPACE TEMP SENSOR SPACE HUMIDISTAT METER MOD- 5203 -1 5203 DUCT STATIC PRESSURE SENSOR n M EXISTING AHU 52B1 <•E r MOD- 5203 -2 MOD- 5203 -3 FUTURE AHU 52C1 AHU 52C2 FUTURE AHU 52D1 RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 EXISTING RETURN AIR MANIFOLD 5202 5203 MOD- 5203 -9 SERVER ROOM > sA > 92,400 CFM SUITE 5203 C SERVER ROOM 1 MOD- 5203 -5 MOD- 5203 -4 SUITE 5203B 1 SCOPE OF WORK THIS PERMIT APPLICATION MOD- 5203 -6 1 1 DATA CENTER SDC 5203 -B SCHEMATIC CONTROL DIAGRAM NOT TO SCALE SCOPE OF WORK THIS PERMIT APPLICATION ce MOD- 5203 -7 1 `-1 MOD- 5203 -8 REVIEWED FOR CODE COMPLIANCE AIPPWIVE0 OCT 272010 City ofTukwila BUILDING DIVISION O.Tia".T17 k f.ljJ ';: .J *i•.. :04k Of'd:1'r f f44s. 4 ti t�" t- I�.N�Z4 �+'�- ....fir i_ PROJECT: rnstry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SURE 100 PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52036 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 1 0/08/10 PERMIT S NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO. BEV PATTERSON BILL DAGGETT 10 -15 -10 SEE DRAWING SHEET TITLE: CONTROL DIAGRAM & SEQUENCE OF OPERATIONS RECEIVED OCT 08 2210 PERMIT CENTER SHEET NUMBER: M0.1 �/ —/\ , .. . m ce <•E r MOD- 5203 -2 MOD- 5203 -3 FUTURE AHU 52C1 AHU 52C2 FUTURE AHU 52D1 RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 EXISTING RETURN AIR MANIFOLD 5202 5203 MOD- 5203 -9 SERVER ROOM > sA > 92,400 CFM SUITE 5203 C SERVER ROOM 1 MOD- 5203 -5 MOD- 5203 -4 SUITE 5203B 1 SCOPE OF WORK THIS PERMIT APPLICATION MOD- 5203 -6 1 1 DATA CENTER SDC 5203 -B SCHEMATIC CONTROL DIAGRAM NOT TO SCALE SCOPE OF WORK THIS PERMIT APPLICATION ce MOD- 5203 -7 1 `-1 MOD- 5203 -8 REVIEWED FOR CODE COMPLIANCE AIPPWIVE0 OCT 272010 City ofTukwila BUILDING DIVISION O.Tia".T17 k f.ljJ ';: .J *i•.. :04k Of'd:1'r f f44s. 4 ti t�" t- I�.N�Z4 �+'�- ....fir i_ PROJECT: rnstry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SURE 100 PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52036 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 1 0/08/10 PERMIT S NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO. BEV PATTERSON BILL DAGGETT 10 -15 -10 SEE DRAWING SHEET TITLE: CONTROL DIAGRAM & SEQUENCE OF OPERATIONS RECEIVED OCT 08 2210 PERMIT CENTER SHEET NUMBER: M0.1 SEISMIC BASIS OF DESIGN: BRACE ALL DUCfl%VRK AND PIPING PER SWCNA'S "SEISMIC RESTRAINT MANUAL" OR MASON INDUSTRIES "SEISMIC RESTRAINT MANUAL' IN ACCORDANCE WITH THE COMPONENT IMPORTANCE FACTOR AND THE SEISMIC HAZARD LEVEL (SHL) OR 'g' LOAD UM IN THE APPLICABLE TABLE. OBTAIN THE COMPONENT IMPORTANCE FACTOR FROM THE DUCT WORK OR PIPING MATRIX. SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN Ip = 1.0: • MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WHERE Ip = 1.0 AND FUMBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED AND THAT ARE MOUNTED AT 4 FT (1.22M) OR LESS ABOVE A FLOOR LEVEL AND WEIGH 400 LB (1780 N) OR LESS. [ASCE 7 -02 SECTION 9.6.1 - EXCEPTION f5] • MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WEIGHING 20 LB (95 N) OR LESS WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED, OR FOR DISTRIBUTION SYSTEMS WEIGHT 5 LB /FT (7N /M) OR LESS. [ASCE 7-02 SECTION 9.6.1 - EXCEPTION 16] • SEISMIC RESTRAINTS ARE NOT REQUIRED FOR FNAC DUCTS WiTH Ip = 1.0 IF EITHER OF THE FOLLOWING CONDITIONS ARE MET: A. HVAC DUCTS ARE SUSPENDED FROM WINGERS 12 IN. (305 MM) OR LESS IN LENGTH FROM THE TOP OF THE DUCT TO THE SUPPORTING STRUCTURE THE HANGERS SHALL BE DETAILED TO AVOID SIGNIFICANT BENDING OF THE HMGERS AND THEIR ATTACHMENTS. OR B. HVAC DUCTS HAVE A CROSS- SECTIONAL AREA OF LESS THAN 6 Fi' (0.557M2). [ASCE 7-02 SECTION 9.6.3.10] • DUCTILE PIPING IN SEISMIC DESIGN CATEGORIES D, E, OR F DESIGNATED AS HAVING AN Ip = 1.0 AND A NOMINAL PIPE SIZE OF 3 IN. (75 MM) OR LESS. [ASCE 7-02 SECTION 9.6.3.11.D.3] SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN Ip = 1.0 OR Ip = 1.5: • EQUIPMENT iEELlS INSTALLED IN-LINE WiTH THE DUCT SYSTEM (EG. FANS, HEAT EXCHANGERS, AND HUMIDIFIERS) WEIGHING LESS THAN 75 LB (344 N) DO NOT NEED TO BE BRACED INDEPENDENT OF THE DUCT SYSTEM. [INTERPRETED FROM ASCE 7 -02 SECTION 9.6.3.10] UNBRACED PIPING ATTACHED TO IN -UNE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FIE(IBILJTY TO ACCOMMODATE DIFFERENTIAL DISPLACEMENTS. [ASCE 7-02 SECTION 9.6.3.10] • PIPING - ROD HANGERS SHALL. NOT BE USED AS SEISMIC SUPPORTS UNLESS THE LENGTH OF THE HANGER FROM THE SUPPORTING STRUCTURE IS 12 IN. (305 MM) OR LESS. ROD HANGERS SHALT. NOT BE CONSTRUCTED IN A MANNER THAT SUBJECTS THE ROD TO BENDING MOMENTS. [ASCE 7-02 SECTION 9.6.3.11.4.C] MECHANICAL, PIPING, AND PLUMBING IMPORTANCE FACTOR TABLE COMPONENT DESCRIPTION STANDARD COMPONENT IP =1.0 CRITICAL COMPONENT 1P =1.5 NOTES: HVAC - SHEETMETAL/EQUIPMENT SHL SHL, with Exp. Anchors HVAC SUPPLY - MEDIUM PRESSURE A X AA HVAC SUPPLY - LOW PRESSURE Level 2 Ceiling X A HVAC OUTSIDE AIR AA X B HVAC RETURN A X Levell HVAC EXHAUST B X A TRANSFER AIR DUCT .23 g X 34 9 GARAGE EXHAUST X GREASE KITCHEN EXHAUST DUCT (TYPE 1 HOOD EXHAUST) X NON - GREASE KITCHEN EXHAUST DUCT (TYPE 2 HOOD EXHAUST) X FLUES - BOILERS, HW HEATERS X PIPING HEATING WATER X CONDENSER WATER X NATURAL GAS X MAKEUP WATER X REFRIGERANT X PLUMBING COLD WATER (POTABLE) X COLD WATER (NON- POTABLE) X HOT WATER (POTABLE) X HOT WATER RECIRC (POTABLE) X CONDENSATE INDIRECT WASTE X NATURAL GAS MEDIUM PRESSURE (2 -5 PSIG) X NATURAL GAS LOW PRESSURE ( <14" WC) X RAINWATER LEADER/ OVERFLOW RAINWATER LEADER X UNDERSLAB DRAINAGE X SANITARY VENT X SANITARY WASTE X SMACNA SEISMIC HAZARD LEVEL DESIGN VALUES: • SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE MI IM 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN USED TO SELECT FROM SMACNA ADDENDUM NO. 1 TABLE M-10 "NEW VALUES IN ORDER TO USE THE SMACNA SE128C RESTRAINT MANUAL HVAC/SH EETM ETAL/EQU 1 PM ENT SHL DESIGN VALUES: General Mechanical Equipment - Boiler and furnaces, Other Level Component Ip = 1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Levell B B A A * 1/2 Brace Spacing Required General Mechanical Equipment - Pressure Vessels on skirts and free standing Level Component Ip = 1.0 Component 1p1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA* AA* AA* - NA - Level 2 Ceiling AA AA" AA* - NA - Level 1 Ceiling A AA* AA* AA* Levell B AA A AA* * 1/2 Brace Spacing Required HVAC Systems - Vibration Isolated Level Component Ip = 1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA* AA* AA* - NA - Level 2 Ceiling AA M* AA* - NA - Level 1 Ceiling A AA* AA* AA* Levell B AA A AA* * 1/2 Brace Spacing Required HVAC Systems - Non-vibration Isolated, Mounted in -line with ductwork, Other Level Component Ip =1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B A A A * 1/2 Brace Spacing Required PIPING AND PLUMBING SHL DESIGN VALUES: Piping Systems - High deformability elements and attachments Level Component Ip =1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof B AA A AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B B A A * 1/2 Brace Spacing Required Highly Deformable Pipe Includes: Steel or Copper Piping with weld /braze /groove fitted joints. Piping Systems - Limited deformability elements and attachments Level Component Ip =1.0 Component Ip =1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA AA AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level1 B B A A * 1/2 Brace Spacing Required Limited Deformable Pipe Includes: PVC or PVDF Piping Piping Systems - Low deformability elements and attachments Level Component Ip =1.0 Component Ip = 1.5 SHL SHL, with Exp. Anchors , SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA AA AA* AA* Level 2 Ceiling A A AA AA Level 1 Ceiling A A A A Levell B B A A * 1/2 Brace Spacing Required Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) SEISMIC ALLOWABLE STRESS DESIGN VALUES: • SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WiTH IBC 2006. IBC FORCES ARE 'STRENGTH DESIGN" BASED. VALUES HAVE BEEN CONVERTED TO "ALLOWABLE STRESS DESIGN" VALUES IN ORDER TO UTILIZE MASON INDUSTRIES SEISMIC EMBRESUIDala • THESE VALUES CAN BE USED TO SELECT SEISMIC BRACING FROM MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. HVAC/SH EETMEfAL /EQU IPM ENT SEISMIC 'g' LOAD: General Mechanical Equipment - Boiler and furnaces, Other (Converted to ASD) Level Component Ip =1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g General Mechanical Equipment - Pressure Vessels and skirts free standing (Converted to ASD) Level Component Ip =1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g Level 1 .3 g .5 g .45 g .76 g HVAC Systems - Vibration Isolated (Converted to ASD) Level Component 11)=1.0 Component 11)=1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g Level 1 .3 g .5 g .45 g .76 g HVAC Systems - Non vibration Isolated, Mounted in -line with ductwork, Other (Converted to ASD) Level Component Ip = 1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g PIPING AND PLUMBING SEISMIC 'g' LOAD: Piping Systems - High deformability elements and attachments (Converted to ASD) Level Component Ip =1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .26 g .61 g .39 g .91 g Level 2 Ceiling .23 g .44 g .34 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Highly Deformable Pipe Includes: Steel or Copper Piping with weld /braze /groove fitted joints. Piping Systems - Limited deformability elements and attachments (Converted to ASD) Level Component Ip =1.0 Component Ip =1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Limited Deformable Pipe Includes: PVC or PVDF Piping Piping Systems - Low deformability elements (Converted to ASD) and attachments Level Component Ip = 1.0 Component Ip = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .61 g .61 g , 91 g .91 g Level 2 Ceiling .44 g .44 g 65 g .65 g Level 1 Ceiling .32 g .32 g !48 g .48 g Level 1 .23 g .23 g 34 9 .34 g Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) REVIEWED FOR CODE COMPLIANCE APPPMED OCT 2'7 2010 City CI of Tukwila BUILDING DIVISION PROJECT: ife Of Your BuilWing SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SUITE 100 P0R L4ND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52036 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 1 0/08/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO BEV PATTERSON BILL DAGGETT 10 -15-10 SEE DRAWING SHEET TITLE: SEISMIC INFORMATION SHEET NUMBER: RECEIVED OCT 08 2010 PERMIT CENTER M0.2 T SCOPE OF WORK THIS PERMIT APPUCATION MIR /i111 .• mil[ Ni!' %ilk ............... III ■I Te dal ,7i Idle OPENED 0,058 anx art l ii/ii//iaadm/r tg 'M.•'' rm ¢j kariarZlar it Sl ll sa A777Z //2. .�F.T. 'Tf"t"7122 s dt‘!./ 0. 2141%.7,/.Z.(t.7.�i %‘l.A1.a Zdae°///I Z 1 ai i :<' is i 471717 n s; u ss 0 3 y yg• pyy�• �•yJyr� y�yr�`�y)}y'/ yy�r e.yy�y � �•yyn • R /zezz/.F.([ .M..(.R.f F�ft 'AwK.[.RA..i[.tAF.i:uR�C.R;27 nft'. . t9 rs u ( 1 u u sa n zezzze1 ..u�/zzw%A" ..7 : ...;; zzarzrzewzr22y:zz F.•+N/I.r .` 7 �,z7J%, ,11Ar J7i%.e1r7eariZ �',7�? ;'. - p IZ& zz ze2zzrzeizat 6 7172,7.171317,17/17.147, g[•.µY�yre6YYM�.e,yY�e � 3YY�n eY/Y�n JYyf�•y�yyggyiyy y�yy .:: � ,rpy /�•y��r,r�,SWYne 3Yy�t a,�•Y�k �tYS . YFi[ i( f. F. K(. t. R '.fiP[.[i(C:'uP[.tAE..•:M.[Rift: AtFN/. /A(F/Azzr, F�KF;:': •'. rl Ar. F .IRF.NCF.uR.[.K.fuRF.(t:u:.•R.[ y�.:A:A 1 ti EI r. u 0 li C:3 B ULU tj asis... s•, evizszzninwswsve: S>"•%' 1• z:•,,,; iziu�.: si ziiiza.......n.......vu ✓.iiYSwu d 49 d AY .0 .or d +M' a C7 0 u. i�YY a7..4rzar%z.7..7. '.7..I,d°e �',ZAi'i.ZA razz 'Ik %,: t is ,7. ?'zzarizz,r.l ',7. /IAfi.7.eAS'X' e7r.7..Y,e"zzz,EA^"'OZA 3'Ai%"J"s�°l "l dz ' IlJ.i.ZAEA' ' 1 ,d"AYiR',7..7.e".ZA3".7.ezrzd'7 .:4444 /'..+yam :40047 / Wed We7,4 /�/iJ//6 U.L=i W,ii,U1..44,,, ,MAL_=I==L aiN/UNA( A, / iii w /, 1140, uii w/ UULMYA MLmamu uim44/4/i66/m,,,.iiuuHiiuucviiu w ■i. Cr D Ci r.: A 0 0 CS 1 'u!!�j ( /N /aiiiaainii uy�, iiiiiiiiiii „iiiiiiiiiiiiiiiiuiuiii,..?' ' uiiiiiw/W/717 ,au •f .ew.vviuiuiiuvv, R.•Y va d,,,,/ ,i uiiuiuiiiiii 4:1 u,,,� , YAV 0 0 1 s /e /e /.A /e/,Bed Affe/AAff/ /.d /e /B,':'% 1I 27,/f2?/ %A�l% 227..777,x7 /46772.7227 10 n Zrizz.R:/. RAY /.K.I.W.F.K.IzzirizerN/.a- :'. IuL (.7.(fa,wtFM::.G[.I.R:ze.[,Y/.i I.W..[.R.70/..[.Si�z///,AAzzezA s� i unueereeureeeume0L00000,4000,..00:-/.07,001,..t2u/e /40000004.0100010, .000000.,4, / i. .0 1 2ND FLOOR HVAC PLAN M2.2 • SCALE: 1/3r = 1. -0' fi r.../WAV,,,,,, .n•,.•.,.�,.•N.i....... >.. 1111•,.........._ ._.,.s,....z..__..:- 4:..:>•...� ....- 4•,...,... Vt(0.11-12 REVIEWED FOR CODE COMPLIANCE APPflVED OCT 2 7 2010 City of Tukwila BUILDING DIVISION i"'?:4`.4 Atf06:'1fF.il+ x.04- "t ∎'1 , fits H'7 PROJECT: instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24.567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SUITE 100 PORTLAND, OR 97230 503 -331 -0234 www.mckinsby.com SABEY DATA CENTER SDC 52036 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 1 0/08/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: BEV PATTERSON CHECKED BY: BILL DAGGETT JOB NUMBER: DATE: 10 -15 -10 SCALE: SEE DRAWING SHEET TITLE: 2ND FLOOR HVAC PLAN SHEET NUMBER: RECEIVED OCT 0 8 2010 PERMIT CENTER M2.2 j'" } w..,,\ (E)EXHAUST LOUVER f WHEN SPACE PRESSURE IS ABOVE +1 ` WC...t7R.... - E W:• -1" WC MOD OPENS TO RELIEVE ....PRESSU.RE...AN.D....AIA. RM (E)76x79,- (E)68x i�(E)90x70 t)FD (E)86x7.0 (E)25'Wx6'H EXHAUST LOUVER (E)150x76 (E)164x70 a MOD -5: (E)164x70 OD -5: (E)25'W x 6'H EXHAUST LOUVER ( E) EXHAUST LOUVER (E)150x76 MOD- 5202 -14 240"r%t12ODx72H SUPPLY PLENUM MOD -5 (E)216x132 1 MOD- 5202 -8 (E)150x76 96x60 OuOt) J 000000 N 000000 O 000000 cD „020„0 �- MOD -: l 282 f--1 (E) RF -5203C E) RF -5203B (E)66x50 MOD- 5202 -7 econ. DATA {: L. rye ENTER 4> k3- k>r•• MOD- 5202 -5 k 5....5 p. MOD- 5202 -16 PROVIDE 96x77 OPENING REMOVE SHEETMETAL CAPS (E)96x72 58,172 E)ED (E)96x72 ," 58,172 —� GC TO REMOVE 150 SF OF PARTITION ABOVE CEILING GRID LOCK OPEN FIRE YP) � 1' (E)100x60 LOUVER J✓ J,✓ (E)98x50 MOD • (E)92x48 CG -16100 (E)126x70 FAST ACTI WHEN SPACE PR +1 "WC OR BELO OPENS TO RELIEV ALARM IS SENT T (E)60x18 (E)96x60 ()60x18 MOD- (E)92x48 CG -16100 (E)92x48 CG -16100 (E)60x18 (E)62x76 (E)78x60 (E)92x48 CG -16100 116x76 DATA CENTER �-y)50x70 (E)72x63 (E)144x63 (E)126x70 DID- (E)126x70 1 ():121n (f):126x:T0. 1 1 1 M3.2 2ND FLOOR ENLARGED HVAC PLAN SCALE : 1/8' 1' -0' (E) 26x70) (FP .2.6-x7 lo z REVIEWED FOR CODE COMPLIANCE ApoonveD OCT 27 2U1U City of Tukwila BUILDING DIVISION PROJECT: rnstry i/e Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SUITE 100 PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52038 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 1 0/08/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TONY MARINO DRAWN BY: BEV PATTERSON CHECKED BY: BILL DAGGETT JOB NUMBER: DATE: 10 -15 -10 SCALE: SEE DRAWING SHEET TITLE: 2ND FLOOR ENLARGED HVAC PLAN SHEET NUMBER: RECEIVED OCT 08 2010 PERMIT CENTER M3.2 991E99 '1-SUPERSTRUT A -12 CHANNEL (YYP) tan 1 O D nDOR DUCT CONNECTIONS PER MANUFACTURERS INSTALLATION INSTRUCTIONS (IYP) —� DUCT NORTH -SOUTH BUILDING SECTION ( FOR REFERENCE ONLY) SCALE ,fie- =,. -0. ED OPENING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND UL555 BY GENERAL CONTRACTOR WALL ,- RETAINING ANGLE DAMPER FRAME PROVIDE ONE ACCESS DOOR FOR ACCESS TO FIRE DAMPER °COMPLY WTTH UL555 AND MANUFACTURER'S INSTALLATION INSTRUCTIONS WALL SLEEVE FIRE DAMPER TYPE B M4.0 NOT TO SCALE r trr / • r • • r • • • r • •- •Y • �r • • • r , • �r • • �v • i sr • / • r • • r • • • • , •v �Y • • • • �r • � r 1 r I • 1 • •f it • / 4 r • I 1 r • 1v. • •. „ ,• • •• p• • p• • • r• i • • • • • •• V. I • - _ _ •• -- - • 2dal 45' ane 1 O longitudinal 1 0 45• Transverse 2x2xd 45 ane 1 O Longitudinal 1 0 45' Transverse 1/i lhiad�d IT Superstrut A -12 Channel 25' —O" Maximun Spacing. Tt (-3) TYPICAL DUCT SEISMIC RESTRAINT NOT TO SCALE 1%I 1kovad Ibd MASON INDUSTRIES, Inc. Monuktclunrs of Walton Cbsttaf Products 360 Rabro Dttt, 2t01 W. Crescent St., Suit. D , Hauppauge, NY 11763 Mheim CA 02801 FAX 714/2727 • FAX 18%343 -0270 . FAX 714 535 -5733 TELEX o9 —MMe4 . CERTIFIED FOR JOB NAME: SABEY CUSTOMER: HOSKINS CUSTOMER P.O.: JOB NO MASON E.O.: 23880 DWG. NO.: WF- 23880-01 • REQUIRED: (21 TAO: RF-52B TYPE 30N Hanger SCB/SCBH sss SUPPORT STRUCTURE • (1)5/8' DIAMETER A307 STEEL BOLT • (PER BRACING LOCATION) UNIT: GREENHECK VADS- 30F14-14-A7.5 WEIGHT: 850 LB$ III 8!i 67/08 ELEVATION REF X1 RW3ON•43-338 REF. WF 23880 -A UC-1 (OPA -0349) a 39" MAX. SPACING REF. X5A ROD STIFFENER STRUT (IF ROD EXCEEDS 21') 5/8" THREADED ROD SCBH -2 REF. X2 3/18 ".DIAMETER • STEEL AIRCRAFT CABLE, 7 X 19 STRAND CORE DWG. NO. WF- 23880-01 ;— v• I • I �•!'• • �• _ / • , • . r•• .- •• •. .r -• • • \f r • • . :r w e•. .r .-• •i.+.-• •q .• _ �• . -/ •. •w- iif•.�u- • 1. • -• • `. I .•.• "e• _ • .- • ,.•.•. • •.•V •7 -•. - -• • — • • • •v • — .• • • r �. M • • 7'_6,, Superstrut A -12 Channel Maximun Spacing TYPICAL DUCT HANGER DETAIL NOT TO SCALE A ..7 PROJECT: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SUITE 100 PORK ND, OR 97230 503 -331 -0234 www.mckinstry.com SABEY DATA CENTER SDC 52038 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: REVISIONS: 1 0/08/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO BEV PATTERSON BILL DAGGER 10 -15 -10 SEE DRAWING REVIEWED FOR- CODE COMPLIANCE SHEET TITLE: APP nVEO HVAC SECTIONS & OCT 2 7 2010 DETAILS City of Tukwila BUILDING DIVISION SHEET NUMBER: ECEIVED OCT 08 2010 PERMIT CENTER M4.0 DUCTWORK SPECIFICATION Duct system or Section SMACNA Pressure & Seal Classes Dimensions Inside overall Materials duct linin , Fittings sho • built Purchased fittings dam • ors louvers Insulation indoor outdoor Seismic (besides normal han • ers Testing requirement field testin. HVAC Supply medium pressure (From AHUs) SMACNA +2' pressure, seal class A Inside clear dimensions shown. Overall, allow 4" add'I for flanges on rect— angular. Unlined galvan, ed duct, see submittal for gauge and reinforcement. Rectangular to have TDF connections, round may be spiral. Flex: 4' max. length, Thermaflex GKM or equal Square comer w/ inserts or 5 —gore elbows, centerline radius of 1.5s Conical tees for bidirectional flow. 1 -1/2 Hr fire dampers per UL555S 110V N.C. operator outside duct Indoor. R -3.3 Rigid attachment to structure none requi : HVAC Return /Exhaust medium pressure (Inlet to AHUs/ Fans) SMACNA +2" pressure, seal class A Inside clear dimensions shown, also OD for round. Overall, allow 4" add'I for flanges on rectangular. Galvanized duct, 1" lining only where indicated on plans. See submittal for gauge and reinforcement. Rectangular to have TDFconnections, round may be spiral. Square comer w/ inserts or 5—gore elbows, centerline radius of 1.50 Conical tees for bidirectional flow. 1 -1/2 Hr fire dampers per UL555S 110V N.C. operator outside duct Indoor. R -3.3 Rigid attachment to structure none required NOTES: 1. Provide 3 feet minimum of flex duct wherever flex duct is used to connect a diffuser to the ductwork. 2. If these plans conflict with architectural' plans for diffuser placement, use the architect's placement if space allows. 3. Fiberglass duct liner is not to be used. 4. Provide and coordinate all access doors necessary to maintain, adjust and test FIVAC components above the ceiling. E • RETURN FANS 1 TAG I RE-5203—A, RE-5203—B, RE —5203—C RF- 5203 —D QUANTITY 3 I 1 BASIS OF DESIGN MANUF. GREENHECK GREENHECK MODEL VADS- 54H21- 27 —B50 VADS- 54H21- 27 —B50 LOCATION 2ND FLOOR ROOM 5203 2ND FLOOR ROOM 5203 SERVICE VAV RETURN AIR VAV RETURN AIR FAN TYPE DIRECT DRIVE MIXED FLOW I DIRECT DRIVE MIXED FLOW AIRFLOW 77,500 CFM 77500 CFM STATIC PRESSURE 2" I 2" BHP 46.84 HP 46.84 HP MOTOR HP 50 HP 50 HP VOLTAGE/PHASE 480V/3o I 480V/3s MOTOR EFFlCIENCY 87.5% OR BETTER 87.5% OR BETTER MOTOR RPM 1770 I 1770 VFD BY MECHANICAL BY MECHANICAL TWO SPEED MOTOR NO NO MOTOR ENCLOSURE TEFC TEFC ADJUSTABLE PITCH /AXED PITCH SHF.VE NEITHER, VFD FOR ADJ. NEITHER, VFD FOR ADJ. OVERALL HEIGHT 59" I 59' OVERALL WIDTH 59" 59' OVERALL LENGTH (ACCESS SECTION NOT INCLUDED) 69" SUSPENDED J 69' SUSPENDED MOUNTING TYPE MOUNTING POSRION HORIZONTAL HORIZONTAL TOTAL WEIGHT (LESS ANY ACCESSORIES) 1800 LBS 1800 IBS I BASE NA NA ISOLATOR NA NA I THRUST RESTRAINT NA NA FLEX CONNECTOR YES YES MOTION RESTRAINT NOT REQUIRED NOT REQUIRED SMOKE DETECTOR NOT REQUIRED NOT REQUIRED DISCONNECTS : BY ELEC. I BY ELEC. STARTER (BY ELEC) NR NR VFD CONTROL (McK PRCVIDE, ELEC INSTALL) YES YES ELECTRONIC 0 M DATA YES YES 110 V. SERVICE OUTLET WITHIN 25' • BY ELEC. BY ELEC. OPTIONS /ACCESSORIES SPECIAL COATINGS NA NA OSHA APPROVED MOTOR COVER NA NA BELT GUARD NA NA INSPECTION SECTION W/ BOLTED ACCESS DOOR NA I NA WIND SHROUD NA NA SPARK RESISTANT NA I NA �!,���; 3) 1 :.�?' • AVE—BAND • PER SEC 1412.4.1 NA NA INLET INLET 63 107 107 125 108 108 250 105 105 I 500 101 101 1000 100 100 2000 101 101 4000 96 96 8000 96 1 96 L_ SCOPE OF WORK FOR THIS PERMIT APPLICATION REVIEWED FOR CODE COMPLIANCE APPROVE( OCT 2 7 20 11 City of Tukwila BUILDING mom o %.1 z "r „ ,Y, ��a•� ;� 'yam y, PROJECT: instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16970 NE MASON ST SUITE 100 PORTLAND, OR 97230 503- 331 -0234 SABEY DATA CENTER SDC 52038 3355 S. 120th Place Tukwilla, WA 98168 REGISTRATION: www.mckinstry.com REVISIONS: 1 0/08/10 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: ENGINEERING TONY MARINO BEV PATTERSON BILL DAGGETT 10 -15 -10 SEE DRAWING SHEET TITLE: HVAC SCHEDULES SHEET NUMBER: ECEIVED OCT 08 2010 PERMIT CENTER M7.0