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HomeMy WebLinkAboutPermit M13-049 - BOEING #9-50 - ALTERATIONBOEING #9-50 9725 EAST MARGINAL WY S M13-049 City dikTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: htto://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Project Name: BOEING #9-50 Permit Number: M13-049 Issue Date: 04/12/2013 Permit Expires On: 10/09/2013 Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20-00 98124 Contact Person: Name: Address: Email: Contractor: Name: Address: HENRY BIGGS 11611 49 PL W , MUKILTEO WA 98275 HBIGGS@UMCI.COM UNIVERSITY MECH CONTR INC 11611 49TH PL W , MUKILTEO WA 98275-4255 Contractor License No: UNIVMC*343N9 Phone: 206 786-0515 Phone: 206-364-9900 Expiration Date: 10/03/2014 DESCRIPTION OF WORK: REMOVAL OF EXISTING COMPRESSOR AND REPLACEMENT OF VFD DRIVEN WATER COOLED COMPRESSOR. SMALL AMOUNT OF CHILLED WATER PIPING. Value of Mechanical: $86,500.00 Type of Fire Protection: SPRINKLERS/AFA Electrical Service Provided by: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied The granting of this permit does not pres construction or the performance of work. back of this permit. Signature: /L Print Name: 2 �LC—lt�s0 f� Fees Collected: $1,176.31 International Mechanical Code Edition: 2009 Date: d this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this mechanical permit and agree to the conditions on the Date: 9ll' Z/ 13 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. • • PERMIT CONDITIONS Permit No. M13-049 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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington .Association of Building Official Certified welder. 6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 9: 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. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: 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. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 15: 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. don: IMC -4/10 M13-049 Printed: 04-12-2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: `i -k `'g Date;Application Expires: U Q ITV (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 King Co Assessor's Tax No.: 000 Site Address: 9725 East Marginal Way South Suite Number: na Floor: na Tenant Name: Boeing - Support Services Group PROPERTY OWNER Name: Henry Biggs Name: Boeing Address: 11611 - 49th Place West Address: 9725 East Marginal Way South City: Mukilteo State: WA City: Tukwila State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Henry Biggs Address: 11611 - 49th Place West Address: 11611 - 49th Place West City: Mukilteo State: WA City: Mukilteo State: WA Zip: 98275 Phone: (206) 786-0515 Fax: (206) 365-1580 Email: HBiggs@UMCI.com New Tenant: ❑ Yes ®..No MECHANICAL CONTRACTOR INFORMATION Company Name: University Mechanical Contractors Address: 11611 - 49th Place West City: Mukilteo State: WA Zip: 98275 Phone: (206) 364-9900 Fax: (206) 365-1580 Contr Reg No.: UNIVMC*343N9 Exp Date: 10/03/2013 Tukwila Business License No.: 0100752 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Removal of existing compressor and replacement of VFD driven water cooled compressor. Small amount of chilled water piping 86,500 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas Other: na H:\Applications\Forms-Applications On Line \2011 Applications \Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system 1 Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct 1 Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment 1 Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT Ali#LICATION 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 OW ER OR A THORIZED AGENT: Signature: Date: 2! Zt h 3 Print Name: Mailing Address: I to( t L1 91 H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Day Telephone: ZOIa -- k 4 U \ 0 L1 -1:Z.) w44--- `a -7S City State Zip Page 2 of 2 SET RECEIPT RECEIPT NO: R13-01301 Initials: JEM Payment Date: 04/12/2013 User ID: 1165 Total Payment: 1,037.65 Payee: GLENN BIGGS, UMC INC SET ID: 0412 SET NAME: UNIVERSITY MECH SET TRANSACTIONS: Set Member Amount M13-049 941.05 PG13-027 96.60 TOTAL: TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 1,037.65 TOTAL: 1,037.65 ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.0 PLUMBING - NONRES 000.322.103.00.0 TOTAL: 941.05 96.60 1,037.65 City *Tukwila. Department of Community Development 6300 Southcerter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R13-00854 Initials: JEM User ID: 1165 Payee: STEVE BROOKS, UMC INC Payment Date: 02/21/2013 Total Payment: 259.41 SET ID: S000001929 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount M13-049 235.26 PG13-027 24.15 TOTAL: TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 259.41 TOTAL: 259.41 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 TOTAL: 259.41 259.41 INSPECTION NO. INSPECTION RECORD Retain a copy with permit -oici PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION. . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670. Permit Inspection Request Line (206) 431-2451 Proje • 1 C. . •, 9 = 50 ( Type of In, pection:"" - - F, n� ,k 1..^ Stec � Address: • q'? 2-5 f-. M&r °A#L Date Called: --_._ Special Instructions: // Date Wanted:. 10- 3 o —1 3 _arri .: p.m. Requester: , Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pf k%r Go.1 pi . p rSJt �' r — v C( 1L,1 l4 ea Insp Date: 1 30-- 3 REINSPECTION FEE RE RED. Prior to next inspection,, fee must be paid at 6300 Southcent r Blvd.. Suite 100. Call to schedule reinspection. September 25, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Greg Ferguson University Mechanical Contractors PO Box 67 Mukilteo, WA 98275-4255 RE: Request for Extension Development Permit M13-049 Boeing #9-50 — 9725 East Marginal Wy S. Dear Mr. Ferguson, This letter is in response to your written request for an extension to Permit Number M13-049. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through April 7, 2014. If you should have any questions, please contact our office at (206) 431-3670. File: Permit No. M13-049 W:\Permit Cente,AExtension Letters\Permits\2013\M13-049 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 April 23, 2013 To: Bill Rambo City of Tukwila - Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Permit No. M13-049 Boeing #9-50 9725 East Marginal Way S, Tukwilla Subject: Permit Extension Attn.: Bill Rambo Dear Mr. Rambo, IJUNIVERSITY MECHANICAL CONTRACTORS, INC. We Build Value ReceivEb cine OP T UKw��A SEP P 19 ?013 ENMITCENT ER Please consider this my written request for an extension on permit number M13-049. The extension on the permit is needed in order for us to complete the job 100%. Thank you, Orli41 let 200 Greg Ferguson GFerguson@UMCI.com 206-802-8609 10\ock\\S 0- 00 1\4 11611 49th Place West, P.O. Box 67, Mukilteo, WA 98275-4255 1 Phone (206) 364-9900 1 Fax (206) 365-1580 1 www.umci.com 09-03-2013 City of Tukwila Jinn Haggerton, Mayor Department of Community Development Jack Pace, Director HENRY BIGGS 1161149PLW MUKILTEO WA 98275 RE: Permit No. M13-049 BOEING #9-50 9725 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/09/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/09/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. M 13-049 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 *PERMIT COORD COW PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-049 DATE: 02/21/13 PROJECT NAME: BOEING #9-50 SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: )=)--7-(5 Atn Fire Prevention u ding�Division • Public Works Structural • Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1)111 Incomplete ❑ DUE DATE: 02/26/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route y REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved ❑ DUE DATE: 03/26/13 Approved with Conditions J Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Contractors or Tradespeople P.inter Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with LEI 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 Phone Address Suite/Apt. City State Zip County Business Type Parent Company UNIVERSITY MECH CONTR INC 2063649900 1161149ThPlW Mukilteo WA 982754255 Snohomish Corporation UBI No. 578025176 Status Active License No. UNIVMC*343N9 License Type Construction Contractor Effective Date 8/29/1966 Expiration Date 10/3/2014 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status UNIVEMC009C4 UNIVERSITY MECH CONTR INC Electrical Contractor Hvac/Rfrg Ltd Energy Lighting Maintenance 2/24/2000 7/30/2014 Active GRANSML982R3 GRANSTON MECHANICAL LLC Construction Contractor General Unused 12/23/2002 1/8/2009 Expired Business Owner Information Name Role Effective Date Expiration Date BUSH, GERALD D President 03/13/2002 Bond Amount GRANSTON, EDWARD B Secretary 03/13/2002 08965196 PETTERSON, DEAN M Treasurer 03/13/2002 SMITH, DOUG Vice President 03/18/2002 TRAVELERS CAS it SURETY CO KOMMERS, EDWARD D Vice President 03/13/2002 09/13/2004 BALDWIN, TERRY L Vice President 03/13/2002 09/10/2003 GRANSTON, FRANK Treasurer 03/18/2002 12/23/2002 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 FIDELITY it DEPOSIT CO OF MD 08965196 07/31/2009 Until Cancelled $12,000.00 06/04/2009 6 TRAVELERS CAS it SURETY CO 103335164 07/22/2001 Until Cancelled 07/31/2009 $12,000.0010/03/2001 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 31 Phoenix Insurance Company, The DTC0526D8270PHX11 06/01/2011 06/01/2013 $1,000,000.0005/01/2012 30 THE PHOENIX INS CO C0526D8270PHX10 10/01/2010 10/01/2011 $1,000,000.0009/22/2010 29 PHOENIX INS CO C0526D8270PHX09 10/01/2009 10/01/2010 $1,000,000.0009/22/2009 28 TRAVELERS PROPERTY CAS INS CO DTE0526D8270TIL07 10/01/2007 10/01/2009 $1,000,000.0009/19/2008 27 DTEC0526D8270TIK07 10/01 /2007 10/01/2008 5250,000.00 09/21/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 04/11/2013 THE EIN COMPANY SUPPORT SERVICES GROUP 9-50 BUILDING -PLANT AIR RETROFIT BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 VICI\ITY N AP PROJECT SITE FROM DOWNTOWN SEATTLE 900 99 EXIT 158, -. EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT 599 TUKWILA DEVELOPN ENTAL CENTER FROM KENT & AUBURN 900 NO SCALE CODE SUMMARY TYPE OF APPLICATION: NEW ❑ ALTERATION ❑ ADDITION ❑ TENANT IMPROVEMENT PROJECT DESCRIPTION: UPGRADES OF THE COMPRESSED AIR PLANT LOCATED IN BUILDING 9-50 INCLUDING MODIFICATIONS TO COMPRESSED AIR, CHILLED WATER, AND ELECTRICAL SYSTEMS AS FOLLOWS. 1) REMOVAL OF EXISTING COMPRESSOR NUMBER ONE AND PROVISION OF NEW ROTARY SCREW COMPRESSOR. 2) UPGRADES OF THE COMPRESSED AIR CONTROL SYSTEM TO PROVIDE CAPABILITIES OF SEQUENCING THE NEW AND EXISTING COMPRESSORS TO OPERATE WITH MAXIMUM EFFICIENCY. 3) UPGRADES OF ELECTRICAL SYSTEM REQUIRED TO SUPPORT INSTALLATION OF THE NEW COMPRESSOR AND CONTROLS. CODES: 2009 INTERNATIONAL BUILDING CODE & WAC 51-50 2009 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2009 INTERNATIONAL FIRE CODE & WAC 51-54 CURRENT WASHINGTON STATE ENERGY CODE WAC 51-11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER. THE BOEING CO. BOEINC SIE 294ML(OV2009) BOEING PROJECT ENGINEER' THOMAS HANSON, AIA AT 206-947-4880 BOEING CONTACT: JOHN MURDOCH PHONE. 253-773-0444 FAX NUMBER. 253-773-0119 E—MAIL. iohn.s.murdoch@boeinq.com ZONING: OCCUPANCY GROUP. GROUP BI BUSINESS CONSTRUCTION TYPE• TYPE II—B ALLOWABLE AREA INCREASE SPRINKLERED & 60' SET—BACK (NO CHANGES) OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR AREA: (ACTUAL) NO CHANGE (TABLE 10—A) OFFICES OCC STORAGE OCC LABORATORY OCC. CANOPY OCC OTHER OCC BLDG GROSS TUNNEL FIRST FLOOR 1ST FLR MEZZ 2ND FLOOR 2ND FLOOR ME77 BUILDING HEIGHT: (ACTUAL) 44 FT 97,901 SF 54.821 SF 43,080 SF SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT PROJECT AREA 1ST FLR 1454 SF SQ FT STORIES: 2 MEZZANINE ? ❑ (YES) ® (NO) SQ FT FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NEPA 13 ? 11 (YES) ❑ (NO) SEPARATION EXTERIOR WALL (NON—BEARING) HOUR RATING EXTTERIOR WALL (BEARING) HOUR RATING INTERIOR WALL (NON—BEARING) HOUR RATING INTERIOR WALL (BEARING) HOUR RATING DEMOUNTABLE PARTITIONS HOUR RATING STRUCTURAL FRAME HOUR RATING FLOOR/CEILINGS HOUR RATING ROOF CONSTRUCTION HOUR RATING SEISMIC DESIGN: ZONE D DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) (PSF) FLOOR: OFFICE (PSF) MECH/STOR (PSF) STAIRS (PSF) CONCENTRATED WIND: EXPOSURE 80 MPH. EXPOSURE C DRAWING INDEX ARCHITECTURAL DRAWING NUMBER REV DRAWING TITLE 09-50-G1 COVER SHEET STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 09-50.1-1S61 E FLOOR SLAB PLAN 09-50.1-S532 B SECTIONS AND DETAILS MECHANICAL DRAWING NUMBER REV DRAWING TITLE 09-50-M461 R E PARTIAL PIPING PLAN FIRST FLOOR PLAN 09 -50 -SK -M2 B MECHANICAL GENERAL NOTES 09-50-M312 D AIR COMPRESSOR'S COOLING WATER FLOW DIAG. 09 -50 -SK -M313 B PIPING DIAGRAM 09-50-M314 B CONTROL DIAGRAM 09-50-M360 F EQUIPMENT SCHEDULES 09-50-M461 E PARTIAL PIPING PLAN FIRST FLOOR PLAN 09-50-M553 D PIPING SECTIONS AND DETAILS SEP P Ti y= PEIRMiT REQUIRED FOR: i� IVlechanical �feetriCal umbing Gas Piping r;ttf of Tukwila B1 °PING DIVISION REVISIONS No changes shall be made to the scope of:•,,1 without pi ILA cIJplUVc.l of T° Jk,.,:=a Building 'l7iviinn 1 NCI:: i7: vis ons will require a nevi plan submittal unci may Include additional plan revimy frees. . SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH GV 11.13.12 ACCEPTAB LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S.REYNOLDS DATE 12.20.90 CODES AND PERMITS PROJECT TITLE: F-22/CRVS ROOM MODS QUANTITY SUBMITTED: ❑ 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL ▪ 4 SETS: TENANT IMPROVEMENT (NON-STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: ❑ BUILDING ❑ GRADING ❑ PLUMBING SIE ❑ LANDSCAPE ❑ MECHANICAL * ❑ DEMOLITION ❑ STRUCTURAL ❑ - JOB NUMBER: #12337259 TENANT IMPROVEMENT SIE TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA ❑ ANALYSIS N/A SPECIAL INSPECTIONS REQUIRED: ❑ WELD ❑ REBAR ❑ STRUCTURAL BOLTING ❑ OTHER CALCULATIONS TYPE: N/A ATTACHED ❑ ELECTRICAL SIE ❑ FIRE PROTECTION ❑ CANTILEVER RACKS ❑ - ❑ CONCRETE El ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION (YES) (NO) DRAWING INDEX ELECTRICAL DRAWING NUMBER REV DRAWING TITLE 09-50-1 E61 R Z PARTIAL 1ST FLOOR 208Y/120V POWER PLAN 09-50-1 E111 R N 09-50-E4S21 R G 09-50-E519R D PARTIAL 1ST FLOOR 480Y/277V POWER PLAN ONE LINE DIAGRAM - SUBSTATION #21 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) 09-50-1 E61 Z PARTIAL 1ST FLOOR 208Y/120V POWER PLAN 09-50-1E111 N 0.9-50-E4S21 G PARTIAL 1ST FLOOR 480Y/277V POWER PLAN ONE LINE DIAGRAM - SUBSTATION #21 09-50-E519 D CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) FIRE PROTECTION DRAWING NUMBER REV DRAWING TITLE CITY OF TUKWILA USE FILE COPY Perrot 3.041 5 Pt^� r-vini approval is subject to errors and omissions, `;OStr'uction documents does not authorize f: dopted code or ordinance. Receipt t° e. ► Cop and conditions is acknowledged: By Date: City Of lbkwila BUILDING DIVISION REVIEWED FOR cODE CCYNNPLfANC APPROVED MAR 0 4 2013 Cityof Tukwila BUILING DIVISION RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER M 0 1. 4 1 PROJECT TITLE: 9-50 PLANT AIR RETROFIT CHECKED SUBTITLE CURRENT REVISION COVER SHEET 9-12092 SYMBOL DATE 11.13.12 APPROVED BY DEPT. DATE ERDINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 COL. SHEET G1 11/16/2012 9:50:10 AM JOB NO. 9-12092 COMP NO. D.C. DWG NO. 9 -53 -Al SYM REVISION BY APPROVED DATE SYM CONTRACTOR TO VERIFY LOCATION OF CURBS TO SUPPORT CHILLERS AND COORDINATE LOCATION OF ANCHOR BOLTS D. . 7 8' PI 20'-0" 20'-0" 20'-0" 3'-0" JP —0" EDGE OF REPLACED 8" SLAB (TYP.) T/EXIST. SLAB = 15'-6" L L -t -J 1S61A 5523 SAWCUT CONTROL JOINT EXIST. DRAIN PIPE CONTRACTOR TO LOCATE, DO NOT DISTURB 1'-8„ (±) w 0 TYP. --J NEW CHILLER ROOM ) TYP. �, CHILLER SUPPORT i(1% 1S61A 5523 12'-3" EL. = 13.64'(±) - TYP. © METAL KEYED JOINT 1s METAL KEYED JOINT AT GRID LINE (E.W. TYPICAL) J 10,-0" 6,- J 2'-0" 35' „ OUTLINE OF EXIST. PILE CAP 3'-0" 1A S523 ,-9» N 4'-0" 20'— I EL. = 12.82'(±) 1-15\ ▪ 1 11 523 EXIST. 3" DRAIN PIPE (SEE NOTE 2 1 0 In L - — J EXIST. 12" CONC. SHEAR WALL SAWCUT T/PAD CONTROL 15'-8' JOINT 6'-0" (±) • • • EL. 13.47'(±) w B 0 o- 1S61A1S523 _ Q x w 0 U U J EL. = 13.01'(±) 1S61A 0" REVISION L 0 • I ElI I BURIED UTILITY --- VAULTS PER ELECT. DRWG'S 0 EXIST. CHILLER ROOM r 5 —0"x5'-0" FEEDER BOX OVERHEAD SEE DETAILF( HANGER SUPPORTS I� II II II 1 TOP EL. 0 PILE CAP IS 2'-0" bEI (1W EI OOR S hB E L. (TYPICAL) S523 —411E STARTER PAD SAWCU- CONTROL JOINT PARTITION STUD /PARTITION TO BE DEMOLISHED & REPLACED AFTER NEW SLAB IS 0 0 TATION HOUSEKEEPING PAD HOUSEKEEPING PAD I 0 0 SUBSTATION IP 2'-0" EDGE OF REPLACED 8" SLAB (TYP.) EXPANSION TANK 11�OUTLINE OF L__EXIST. PILE CAPS EXIST. 12" CONC. SHEAR WALLS 10'-0" 12" OC EW TOP TYP 1 0'-O" 1S61 S406 (1 116 1S61 S521 r L__ I 10'-6" J 0" PLAN - FLOOR SLAB REPLACEMENT & HOUSEKEEPING PADS SCALE: 1/8"= 1 '-0" BY APPROVED DATE A RELEASE FOR UPGRADE COMPRESSED AIR #70241501 WEM 12.20.02 B REPLACE CHILLER (ADD HOUSEKEEPING PAD) WO#12260281 C 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 D 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 SC MKA MKA TWH 09.21.11 P.T. RYAN 10.03.12 P.T. RYAN 11.13.12 E 9-50 PLANT AIR RETROFIT - IFC WH_12071 MKA P.T. RYAN 11.13.12 BOE/NG' 0 N) OUTLINE OF EXIST. PILE CAPS 3'-3" M ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED BY DATE APPROVED DEPT. -00 Li L DRAWN S. CHEN LEGE\ D GE\HAL \OT -S CO\STUCT EXPAND 6" HOUSEKEEPING PAD FOR NEW COMPRESSOR SAWCUT FOR NEW FLOOR DRAIN INFILL PER 2/S532 1113-01i REVIEWED FOR ODE COMPLI►NCE APPROVEb MAR 0 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER BEY PLA SCALE: NONE 8' 4' 0 4' 8' 16' 1111 - IMO ME NM SCALE: 1/8"=1'-0" DATE 10-30-01 FOR CONSTRUCTION CHECKED J. RILEY 10-30-01 SUBTITLE FLOOR SLAB PLAN MAGNUS SON KLEMENCIC ASSOCIATES CURRENT REVISION SYMBOL 9-12092 E Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101.2699 T: 206 292 1200 F: 206 292 1201 DATE 11.13.12 ENGINEER R. ROBINSON CHECKED APPROVED APPROVED 10-30-01 TITLE STRUCTURAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL F—L/-1-3 SHEET 1S61 JOB Na J# 702416-03 COMP NO. DEV. CENTER, WA DWG N0. —1S61 4 4 /1 7 /nf1 n 7.fC.4 Z nll c 4'-9" A S532 ,_o„ 11'-O" (CONTRACTOR TO VERIFY) /11/6 S532 EQUIPvE\T PAD PARTIAL FLOO PLAN SCALE: 1/4" = 1. 0.' REVISION 1S61 S532 BY APPROVED 0 (E) EQUIPMENT PAD ROUGHEN SURFACE AND APPLY BONDING AGENT (LARSEN WELDCRETE OR APPROVED EQUAL) EXISTING SLAB 00 D• • D FINISH TO MATCH EXISTING SLAB SAW CUT ALL CONCRETE EDGES A NEW CONCRETE SLAB f'c= 4000 PSI MIN PIPES AND/OR CONDUITS NOTES: 2" MIN r. SEE PLAN MAX 3 —0 0 r7� 1. ALL ELECTRICAL CONDUIT TO BE RIGID GALVANIZED STEEL. 3/4" MINIMUM SIZE. 2. ALL UNDERGROUND CONDUIT AND STEEL PIPING SHALL BE COATED WITH (2) COATS OF BITUMASTIC OR PROTECTED WITH 3M SCOTCHRAP PIPE PRIMER AND SCOTCHRAP 50 TAPE, SPIRALLY APPLIED. HALF—LAPPED. 3. FILL ALL SAW OVERCUTS WITH URETHANE SEALANT, FLUSH WITH FLOOR. SECTION SCALE: 1"=1'-0" 2 #5 @ 18 OC EPDXY DOWEL MIN 6" INTO (E) SLAB @ MID HEIGHT OF SLAB, ADHESIVE ANCHOR HILTI HIT HY150 MAX SD 18" OR WIDER USE #4 @ 12" E.W. ASTM A615 GR 60 @ MIDHEIGHT SAND OR APPROVED BACKFILL, COMPACTED TO 1 KSF ALLOWABLE BEARING PRESSURE #4 REBAR @ 12" OC EACH WAY (E) HOUSEKEEPING PAD #4x1'-0" DWLS INTO (E) HOUSEKEEPING PAD @ 12", 4 1/4" EMBED, ADHESIVE ANCHOR HILTI HIT-HY 150 MAX SD w 0 U #4 DOWELS EQUAL SPACING EACH WAY ACROSS PAD. r. 1561 532 (MAX 4'-0" OC) 1211fla ACIMMIMMEW ROUGHEN & CLEAN SLAB SURFACE. APPLY BONDING AGENT PRIOR TO POUR. 1=111-4 HOUSEKEEPING PAD SECTION SCALE: 1 1/2" = 1'-0" (o EXISTING 8" THICK FLOOR SLAB HILTI HIT—HY 150 MAX SD ADHESIVE ANCHOR (4 1/4" EMBED) #4 REBAR x 10" LONG BEND AFTER INSTALLATION n S532 DATE SYM REVISION BY APPROVED DATE 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 MKA P.T. RYAN 10.03.12 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 MKA P.T. RYAN 10.26.12 9-50 PLANT AIR RETROFIT — IFC WH_12071 MKA P.T. RYAN 11.13.12 pinszerzAw ® GE v v v FERAL \OYES BUILDING CODE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. APPLICABLE CODES AND STANDARDS BUILDING CODE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION (INCLUDING THE CITY OF TUKWILA BUILDING CODE AMENDMENTS) ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," 2008 EDITION AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," 2005 EDITION CONCRETE MIXING, BATCHING, TRANSPORTING, PLACING, AND CURING OF ALL CONCRETE, AND SELECTION OF CONCRETE MATERIALS, SHALL CONFORM TO ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE," EXCEPT AS NOTED BELOW. PROPORTIONS OF AGGREGATE TO CEMENTITIOUS PASTE SHALL BE SUCH AS TO PRODUCE A DENSE, WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS LISTED BELOW SHALL BE SUBMITTED TO THE ENGINEER AND APPROVED PRIOR TO USE. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE IN ACCORDANCE WITH ACI 301. MIX PROPORTIONS SHALL MEET OR EXCEED THE REQUIREMENTS LISTED BELOW FOR THE LOCATIONS NOTED. THE MORE STRINGENT OF THE REQUIREMENTS LISTED SHALL GOVERN. MAXIMUM FLY ASH AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 30 PERCENT. FLY ASH SHALL BE CLASS C OR CLASS F, MEETING ASTM C618 REQUIREMENTS. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING FLY ASH AND OTHER POZZOLANIC MATERIALS. MAXIMUM SIZE OF AGGREGATE SHALL BE AS LISTED BELOW. ALL CONCRETE USED IN HORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE AIR—ENTRAINED CONCRETE WITH TOTAL AIR CONTENT AS NOTED IN THE CONCRETE MIX SPECIFICATION TABLE. TOLERANCE FOR AIR CONTENT SHALL BE +/-1 PERCENT. AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. TESTS FOR AIR CONTENT SHALL MEET ASTM C172 REQUIREMENTS. THE CONTRACTOR SHALL DETERMINE SLUMP. EACH CONCRETE MIX SUBMITTED SHALL HAVE THE SLUMP SPECIFIED. SLUMP SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, SLUMP SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. SLUMPS SHALL BE WITHIN +1 INCH AND —2 INCHES OF THE SPECIFIED SLUMP. THE USE OF SUPER PLASTICIZERS AND WATER REDUCERS IS ALLOWED, BUT NOT REQUIRED. ALL ADMIXTURES SHALL BE CHLORIDE FREE UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONCRETE MIX SPECIFICATION TABLE LOCATION ALL REINFORCING STEEL FPC TEST MIN AGE (PSI) (DAYS) MAX MAX AIR W/C AGGREGATE CONTENT RATIO SIZE PERCENT 4,500 28 0.45 1" 4.5 ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. BARS SHALL BE SECURELY TIED IN PLACE WITH #16 GAGE MINIMUM ANNEALED BLACK WIRE. BARS SHALL BE SUPPORTED ON CHAIRS IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." THE CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS NECESSARY. SHOP DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO, AND REVIEWED BY, THE ARCHITECT/ENGINEER BEFORE STARTING FABRICATION. MINIMUM CAST—IN—PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH: ALL BAR SIZES: 3 INCHES ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA v v v 2. CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BAR OR SMALLER: 1 1/2 INCHES FOUNDATIONS THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING DESIGN REPORT ENTITLED "REPORT OF SOILS INVESTIGATION — PROPOSED ITDL BUILDING" DATED MAY 23, 1985, PREPARED BY DAMES & MOORE. REFER TO THIS REPORT FOR ALL GEOTECHNICAL REQUIREMENTS AND ANTICIPATED CONDITIONS BELOW GRADE. EQUIPMENT PAD: DESIGN SOIL BEARING PRESSURE = 150 PSF. SOIL UNDER NEW EQUIPMENT PAD IS TO BE PREPARED IN ACCORDANCE WITH THE FLOOR SLAB SUPPORT SECTION OF THE GEOTECHNICAL REPORT. SHOP DRAWINGS SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. SPECIAL INSPECTION THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1704. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE CITY OF TUKWILA TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC TABLE ITEMS LISTED BELOW. DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. ITEM REQUIREMENTS CONCRETE BOLTS INSTALLED IN CONCRETE ANCHORS INSTALLED IN HARDENED CONCRETE REINFORCING STEEL AND PRESTRESSING STEEL TENDONS SPECIAL GRADING, EXCAVATION AND FILLING DESCRIPTION (REFER TO IBC TABLE IBC SECTION 1704) CONCRETE THAT IS PART OF THE STRUCTURE. ANCHOR BOLTS, HEADED STUDS (EXCEPT AT BEAM—TO—DECK INSTALLATION). INSTALLATION OF MECHANICAL AND ADHESIVE ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE REQUIREMENTS OF THE ICC -ES REPORT FOR THE PRODUCT INSTALLED. A. PLACEMENT OF REINFORCING STEEL. A. FOUNDATION EXCAVATIONS AND BEARING STRATA. B. BACKFILL BEHIND STRUCTURAL WALLS OR SUPPORTING SLAB—ON—GRADE. TABLE 1704.4, ITEMS 5, 6, 7, 8 TABLE 1704.4, ITEM 3 TABLE 1704.4, ITEM 4 TABLE 1704.4, ITEM 1 TABLE 1704.7 REVIEWED FOR CODE COMPU CE APPROVED MAR 0 4 2013 City of Tukwila BUILDING DIVISION 4 2 9 RECEIVED CITU OF TUKWILA FEB 2 1 2013 PERMIT CENTER 2 4 8 I= Mil NS MIN SCALE: 1/4" = 1'-0" DATE 11.13.12 FOR CONSTRUCTION MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 CHECKED B.P. ENFIELD 11.13.12 SUBTITLE SECTIONS AND DETAILS CURRENT REVISION 9-12092 SYMBOL DATE 11.13.12 ENCINEER B.P. ENFIELD CHECKED P.T. RYAN APPROVED APPROVED 11.13.12 11.13.12 TITLE TRI I(TI IRAI kAASTFR 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 SHEET S532 JOB NO. 9-12092 COMP NO. f1F / (:RKITI=P WA DWG NO. Q—qn 1—CF,19 4 4 /4 7 /nn4 n 777n� nil u (1\ M461 M553 7-12" C/A PIPE B.O.P. ELEV. 20' —10" AFF. f- B —M461 M553 6' CHWS i 8"0 CHWS & R B.O.P. ELEVATION 13'— 1" AFF. FOR COMPRESSOR'S COOLING SYSTEM SEE DETAIL M461 M555 CHWR CHWS 6" CHWR 6" CHWS 2" STEAM 1/4" COND 4" (EXIST) A 1 1 1 6" CHWS 6" CHWR 1- 1- 1/4" TO CONTROL AIR CONNECTION, TYP. (SEE SHEET #1M111) DIFFERENTIAL PRESSURE SWITCH i 1►� al moms.: !,„.4111111 yip J to r 7II ilu! �� i�1IIMED wi 10" C/A PIPE B.O.P. ELEV. 18'-10" AFF. �`�7 �1y E • • I. .1I ..IMM■ no* I 03 Ate. -- •E . • ► 11 i 4"0 SLOPE TO DRIER I 5"0 INSULATIO I !• Ili err yr 1111�%71:1171:11111711117111 , -��Ijl�j �:�■ I 1 1141.: 2 - - 6" STM 1- ,— DIFFERENTIAL PRESSURE SWITCH 0I %am= 28" 68" 10" C/A PIPE B.O.P. ELEV. 16' —0" AFF. 12' C/A PIPE B.O.P. ELEV. 18'-10" AFF. r. L 0) 80"X28"X10" HIGH HOUSEKEEPING PAD CI 4'-1" EXIST' VG 4" INLET x 6" OUTLET 150 PSI PRES. RELIEF VALVE RELOCATED FROM TI -IE 9-61 BLDG. L 2" STM 1 1/4" COND 6" STM 1 1 /4"GOND 2.5 LEGEND CO\STRUCTION \OTES REMOVE EXISTING AIR COMPRESSOR #1, ASSOCIATED PIPING, DEVICES AND APPURTENANCES AS SHOWN. PALLETIZE AIR COMPRESSOR AND COORDINATE WITH BOEING FOR SAFEKEEPING AND STORAGE LOCATION. SEE DRAWING M553 FOR EXTENT OF REMOVAL OF EXISTING 14"O AIR INLET PIPING. FOR EXISTING AIR COMPRESSOR #1 HOUSEKEEPING PAD MODIFICATIONS, SEE STRUCTURAL DRAWING. REMOVE EXISTING HONEYWELL COMPRESSED AIR CONTROL PANEL. REMOVE EXISTING FLOOR DRAIN AND ASSOCIATED PIPING TO ACCOMMODATE NEW AIR COMPRESSOR. RELOCATE EXISTING BALANCING VALVE TO ACCOMMODATE CONTROL VALVE STATION ASSEMBLY. SEE DRAWING M461 FOR NEW LOCATION. DISCONNECT EXISTING COMPRESSED AIR CONTROL VALVE, ASSOCIATED INSTRUMENT AIR PIPING AND DEVICES FOR REUSE. 8. COORDINATE COMPRESSED AIR, CHILLED WATER SUPPLY AND RETURN PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. Vti#3.01-19 1 - PARTIAL PIPING PLAN SCALE: 1/4"= 1'-0" REMOVAL REVIEWED RA_ 44 DE APMAR 0 4 2013 Clty of Tukwila BUILDING DIVISION FOR CONSTRUCTION RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER 0 00 0 0 M460 0 SYM REVISION A MODIFY COOLING WATER HEADER WO # 1001271593 B REVISE COMPRESSOR BLOWOFF 587390-00 BY APPROVED DATE KGP 06.28.04 10.06.08 WH 10.03.12 WH 10.26.12 WH GV 11.13.12 M.WONG C 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 D 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 9-50 PLANT AIR RETROFIT - IFC WH_12071 RWS RWS GV GV SYM REVISION BY APPROVED DATE Qi BOE/NG � ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PENROD CHECKED ENGINEER K. PENROD CHECKED R. SQUIRES APPROVED R. SQUIRES APPROVED DATE SUBTITLE 09.25.02 09.25.02 09.25.02 09.25.02 TITLE MECHANICAL MASTEF PARTIAL PIPING PLAN FIRST FLOOR PLAN 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F— CURRENT REVISION 9-12092 SYMBOL DATE E 11.13.12 SHEET M461 R JOB NO. WO # 1001271593 COMP NO. 1-3 DEV. CENTER. WA DWG NO. 9-50.1—M461 R 11 /O /7f11') 7.,)n.-41 AlA VAC A\CAL GI- \I- RAS OTLS A B 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 9-50 PLANT AIR RETROFIT - IFC WH_12071 THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL NOTES MAY BE INDICATED ON INDIVIDUAL DRAWINGS. COORDINATE THE PHASING AND INSTALLATION OF NEW WORK WITH THE WORK OF ALL OTHER TRADES. BEAR THE TOTAL EXPENSE FOR ANY ADDITIONAL WORK WHICH MAY BE CAUSED BY THE IMPROPER SEQUENCING OF CONSTRUCTION ACTIVITIES. REFER TO STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING HOUSEKEEPING PADSM AND OTHER ELEMENTS OF GENERAL CONSTRUCTION. COORDINATE THE SIZE AND LOCATION OF EQUIPMENT HOUSEKEEPING PAD WITH APPROVED EQUIPMENT SO THAT HOUSEKEEPING PADS ARE NOMINALLY 4" HIGH UNLESS INDICATED OTHERWISE, AND EXTEND 6" MINIMUM IN ALL DIRECTIONS FROM THE HORIZONTAL LIMITS OF THE EQUIPMENT WHICH THEY SUPPORT. MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR FLOOR DRAINS. COORDINATE THE LOCATIONS OF FLOOR DRAINS WITH THE ACTUAL COORDINATED HOUSEKEEPING PAD LOCATIONS AND MECHANICAL EQUIPMENT DRAIN LOCATIONS. COORDINATE EQUIPMENT POWER CONNECTION REQUIREMENTS AND ELECTRICAL CHARACTERISTICS WITH ELECTRICAL DRAWINGS AND CONNECTION REQUIREMENTS. COORDINATE VARIATION IN ELECTRICAL CHARACTERISTICS FROM SCHEDULED VALUES. CHANGES TO ELECTRICAL CHARACTERISTICS (E.G. VOLTAGE, AMPS, HORSEPOWER, ETC.) SHALL BE SUBJECT TO APPROVAL. BEAR THE COST FOR REQUIRED REVISION TO THE ELECTRICAL SCOPE OF WORK CAUSED BY VARIATION FROM THE SCHEDULED REQUIREMENTS. 6. PROVIDE SUPPORTS AND SEISMIC RESTRAINTS FOR PIPES AND EQUIPMENT AS SPECIFIED, AS REQUIRED, AND AS SHOWN ON THE DRAWINGS. IF REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT, DESIGN AND PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT AND SEISMIC RESTRAINT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS AND ANCHORAGES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED. SUBMIT STRUCTURAL MEMBER SHOP DRAWINGS AND CALCULATIONS FOR REVIEW. STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SHOWN ON THE STRUCTURAL DRAWINGS AND INDICATED IN THE SPECIFICATIONS. NO WELDING, BOLTING, OR OTHER MEANS OF ATTACHMENT TO THE STRUCTURAL MEMBERS SHALL BE MADE ON PORTIONS OF STRUCTURAL MEMBERS AT OR NEAR CONNECTIONS BETWEEN STRUCTURAL MEMBERS ON ANY ELEMENTS DESIGNATED IN THE SEISMIC LOAD RESISTING SYSTEMS UNLESS APPROVED BY THE STRUCTURAL ENGINEER. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS OR SHEAR WALLS UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 8. COORDINATE THE LAYOUT OF EQUIPMENT, PIPING, AND APPURTENANCES SO THAT IT FITS INTO THE SPACE ALLOTTED. PROVIDE SERVICE ACCESS AND CLEARANCES AS INDICATED ON DRAWINGS, AS REQUIRED BY CODES, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE INSTALLATION, REMOVAL, ENTRY, SERVICING, AND MAINTENANCE OF EQUIPMENT. PRIOR TO INSTALLATION, COORDINATE LAYOUT OF EQUIPMENT, PIPING AND APPURTENANCES WITH ALL OTHER TRADES TO AVOID BLOCKING SERVICE OR REPLACEMENT ACCESS FOR NEW AND EXISTING EQUIPMENT AND EQUIPMENT ,INSTALLED BY OTHERS. DRAWINGS ARE DIAGRAMMATIC AND SHOW APPROXIMATE LOCATIONS OF EQUIPMENT, PIPING, AND APPURTENANCES DRAWINGS DO NOT SHOW REQUIRED OFFSETS, FITTINGS, AND DEVICES. REFER TO DETAILS, DIAGRAMS AND SPECIFICATIONS FOR REQUIRED SYSTEM APPURTENANCES, CONTROL DEVICES, ETC. INSTALL DEVICES IN ACCORDANCE WITH DEVICE MANUFACTURER RECOMMENDATIONS. CAREFULLY INVESTIGATE ELEMANTS OF CONSTRUCTION THAT COULD AFFECT THE WORK TO BE PERFORMED AND ARRANGE NEW WORK ACCORDINGLY. PREPARE COORDINATION DRAWINGS FOR NEW WORK, WHICH ARE COORDINATED WITH THE APPROVED AND INSTALLED WORK OF OTHER TRADES. PROVIDE REQUIRED OFFSETS, FITTINGS, TRANSITIONS, SUPPORTS AND OTHER APPURTENANCES AS REQUIRED. BEAR THE COST OF RE -WORK THAT IS CAUSED BY FAILURE TO COORDINATE. 10. PROVIDE MAXIMUM HEADROOM AND CLEARANCE BELOW PIPING AND EQUIPMENT AND ASSOCIATED SUPPORTS AND RESTRAINTS. UNLESS OTHERWISE INDICATED, INSTALL TIGHT TO STRUCTURAL SYSTEMS ABOVE. WHERE WALL MOUNTED, INSTALL AS CLOSE TO WALL AS POSSIBLE. PROVIDE ADDITIONAL FITTINGS AND OFFSETS AS REQUIRED. 11. REFER TO EQUIPMENT SCHEDULES FOR DESIGN CAPACITIES. SCHEDULED VALUES SHALL BE CONSIDERED DESIGN CAPACITIES. PROVIDE EQUIPMENT WHICH MEETS OR EXCEEDS THE SCHEDULED VALUES. MARK THE CONTRACT DRAWING EQUIPMENT SCHEDULES TO INDICATE THE CAPACITY OF THE ACTUAL APPROVED EQUIPMENT PROVIDED AND SUBMIT THIS INFORMATION WITH RECORD DRAWINGS AS PART OF PROJECT CLOSEOUT. 12. TO ENHANCE THE CLARITY OF PLAN DRAWINGS, AND WHERE NOT NECESSARY TO DESCRIBE THE REQUIRED SIZE, INDIVIDUAL SEGMENTS OF PIPE BETWEEN CONNECTIONS MAY BE SHOWN WITHOUT A SIZE INDICATED. WHERE SIZE IS NOT SHOWN ON PLANS, THAT SEGMENT SHALL BE THE SAME SIZE AS THE NEXT UPSTREAM SEGMENT WITH A SIZE INDICATED. 13. INSTALL LOW POINT DRAINS IN PIPING. PROVIDE MANUAL AIR VENTS AT HIGH POINTS IN CLOSED LOOP (MECHANICAL) PIPING SYSTEMS. IN GENERAL, THESE DEVICES ARE NOT INDICATED ON DRAWINGS. QL BOE/NG' � ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE 11413-a�9 REVIEWED FOR 'ODE COMPLIOICE OVEi3 MAR 04 2013 BUILDINGity of ofTukwila Tu FOR CONSTRUCTION MECHANICAL GENERAL NOTES CURRENT REVISION 9-12092 SYMBOL RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER DATE 11.13.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-53.1 SHEET SK -M2 JOB NO. 9-12092 COMP NO. DEV. CENTER, WA DWG NO. 9 -50 -SK -M2 11 /Q /`)(11') 7.17•x,1 AAA a 2-1/2" C0MP#1 POC POC SEQUENCE OF OPERATION: TWO CHILLED WATER PUMPS CONTINUOUSLY CIRCULATE CHILLED WATER TO FIVE AIR COMPRESSORS. THE CHILLED WATER REQUIREMENT FOR THE AIR COMPRESSORS ARE: , COMP#1 = 40 GPM, COMP#2 = 70 GPM, COMP#3 = 135 GPM, COMP#4 = 135 GPM, COMP#5 = 140 GPM. ALL OF THE COMPRESSORS HAVE THEIR OWN SOLENOID VALVE WHICH SHUTS OFF WHEN THE CORRESPONDING COMPRESSOR IS OFF. THE PUMPS HAVE THE VARIABLE FREQUENCY DRIVES TO MATCH THE FLOW REQUIREMENT OF ONE TO FIVE AIR COMPRESSORS IN OPERATION AT ANY TIME. THE CHILLED WATER SUPPLY TEMPERATURE TO THE COMPRESSORS IS SET AT 75'F (ADJUSTABLE). THE CONTROLLER SHALL RECEIVE ON/OFF STATUS FROM THE COMPRESSORS AND SET THE VFD AS FOLLOWS: 1st PUMP 2nd PUMP ONE COMPRESSOR TWO COMPRESSORS THREE COMPRESSORS FOUR COMPRESSORS FIVE COMPRESSORS 30 HZ. 60 HZ. 60 HZ. 60 HZ. 60 HZ. 0 HZ. 0 HZ. 30 HZ. 60 HZ. 60 HZ. RETURN LINE ON TOP 4" DELTA P VALVE, EDP -210-05-L WITH NEPT UB8040 FAIL SAFE ACTUATOR 6" VIC-CHECK SERIES 716 FIVE AIR COMPRESSORS TEMPERATURE SENSOR 280GPM ® 50' TDH, 7.5", 7.5HP, 460V, 30, 60HZ, INVERTER DUTY RATED, B&G 1510 STD 3BC BF WITH 115026 EE3 SUCTION DIFFUSER (TYPICAL OF 2) AR CONPKSSOR'S COOLI\G WATER SYSTEM n SCALE: 1"=1" 1M1312 AIR COMPRESSOR'S COOLING WATER SYSTE SCALE: 1"=1" 1M4 M312 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REVISE CHILLED WATER LOOP J#557337-00 M.WONG RWS 12.19.05 B 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 C 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 D 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH WH WH GV GV GV 10.03.12 10.26.12 11.13.12 BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN CHECKED M.WONG 10.31.05 AIR COMPRESSOR'S COOLING WATER FLOW DIAGRAMS 9-12092 LEGE\D DYNASONICS ULTRASONIC CLAMP -ON FLOW METER. -DTFXL TRANSIT TIME FLOWMETER WITH RATE AND TOTALIZER 4-20 mA OUTPUT AND PULSE OUTPUT, DTFXL2-XN1-NN -SERIES DTT TRANSIT TIME TRANSDUCER SET, STANDARD TEMPERATURE, 20' CABLE LENGTH, DTTN-020-N000-N -MOUNTING TRACK ASSEMBLY WITH MEASURING SCALE, SUITABLE FOR 2"-10" DIA. PIPE, D010-2102-010 90-240VAC POWER SUPPLY, D005-2502-005 GENERAL NOTES REFERENCE DRAWI\GS CONSTRUCTIO\ \OTES CONNECT TO EXISTING CHILLED WATER SUPPLY AND RETURN. INSTALL CHILLED WATER CONTROL VALVE FURNISHED WITH NEW COMPRESSOR. REBALANCE CHILLED WATER SYSTEM TO INDICATED FLOWS WITH ALL. REBALANCE CHILLED WATER SYSTEM TO INDICATED FLOWS WITH ALL. ADJUST VFD SETPOINTS AS REQUIRED TO PROVIDE REQUIRED CHILLED WATER FLOWS TO EACH COMPRESSOR. FOR THE PURPOSE OF DETERMINING THESE SETPOINTS, SEQUENCE COMPRESSORS FROM LARGEST TO SMALLEST CHILLED WATER FLOWS. CHILLED WATER TEMPERATURE SHALL BE CONTROLLED BY MODULATING DELTA P VALVE. 5. INTEGRATE THE CHILLED WATER SYSTEM WITH THE NEW COMPRESSED AIR SEQUENCER SHOWN ON SHEET M314. FOR CONSTRUCTION DATE SUBTITLE CURRENT REVISION REVIEWED FOR CODS COMPLIiINCE dPPROVEb MAR 0 4 2013 City of Tukwila BUILDING DIVISION FIECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER SYMBOL DATE D 11.13.12 APPROVED BY DEPT. DATE ENGINEER M.WONG 10.31.05 CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 SHEET M312 JOB NO. 557337-00 COMP NO. DEV. CENTER, WA DWG No. 9-50-M312 CPECK: 11/9/2012 7:22:08 AM (E)AIR INTAKE FILTER (E)AIR INTAKE FILTER (E)AIR INTAKE FILTER (E)AIR INTAKE FILTER (E)14"0 SCH 80 PVC INLET PIPING (E)14"0 SCH 80 PVC INLET PIPING (E)14"0 SCH 80 PVC INLET PIPING (E)14"0 SCH 80 PVC INLET PIPING (E)12"A (E)12"A (E)12"A (E)12"A (E)4"A (E)4"A (E)12"A (E)5"A rl Equip I.D.: AC -1 SERVICE: SERVICE AIR RATE TYPE 1552 SCFM DIFF PRES: 125 PSIG DRIVER HP: 400 A > (E)12"A FOR CONTINUATION SEE ABOVE AIR COMPRESSOR Equip I.D.: AC -2 (EXISTING) SERVICE: SERVICE AIR RATE TYPE 1180 SCFM DIFF PRES: 125 PSIG DRIVER HP: 250 (E)12"A AIR COMPRESSOR Equip I.D.: AC -3 (EXISTING) SERVICE: SERVICE AIR RATE TYPE 3000 SCFM DIFF PRES: 125 PSIG DRIVER HP: 600 <A4C> AIR COMPRESSOR Equip I.D.: AC -4 (EXISTING) SERVICE: SERVICE AIR RATE TYPE 3000 SCFM DIFF PRES: 125 PSIG DRIVER HP: 600 • AIR COMPRESSOR Equip I.D.: AC -5 (EXISTING) SERVICE: SERVICE AIR RATE TYPE 3265 SCFM DIFF PRES: 125 PSIG DRIVER HP: 700 (E)12"A ROOF A FOR CONTINUATION SEE BELOW FLOOR )1I w—a-I):( 4 4• 4 EXISTING AIR DRYER d 4 4 •. 4.•. .4 4 , EXISTING AIR DRYER 4 d• 4 4 4 EXISTING AIR DRYER LEGE\D POC POINT OF CONNECTION GENERAL \OTES 'EFRENCE D.AWINGS CO\S-RUCTIO\ � CTES REMOVE EXISTING AIR INTAKE FILTER AND PROVIDE SCH 80 PVC GOOSENECK FITTING WITH 1/2" PVC MESH SCREENED INLET. REUSE EXISTING FILTER SUPPORT. PROVIDE NEW COMPRESSOR. FOR CONSTRUCTION REVIEWED FOR ODE COMPLI ►NCE APPROVE)) MAR 0 4 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 WH GV 10.03.12 A 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071. WH GV 10.26.12 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH GV 11.13.12 gl ff.1NC° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE PIPING DIAGRAM CURRENT REVISION 9-12092 SYMBOL 3 DATE 11.13.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 SHEET SK-M313 JOB NO. 9-12092 COMP NO. DEV. CENTER, WA DWG No. 9 -50 -SK -M313 CPECK: 11/9/2012 7:23:14 AM +— CHWS t-- CHWR r r 1 +-- CHWS �— CHWR (A.p) 4>, LEGE\D POC POINT OF CONNECTION TO CENTRAL EMCS SYSTEM GENERAL OTES EFFENCE DRAWI\GS L L L SEQUENCER 1 CHWS i-- CHWR <A2D> r J J SEQUENCE OF OPERATION: r 1 L J �-- CHWS - CHWR <A3D> J THE SEQUENCER SHALL BE CONTROLLING OPERATION AND SEQUENCING OF ALL FIVE COMPRESSORS AND DRYER BLOCK VALVES TO MAINTAIN A TARGET AIR PRESSURE IN THE PLANT SYSTEM. CO\S-RUCTION NOTES COMPRESSOR AC -1 SHALL BE DESIGNATED AS THE LEAD COMPRESSOR, THE LAG COMPRESSORS WILL BE DESIGNATED COMPRESSORS AC -2, AC -3, AC -4 AD AC -5 (ADJUSTABLE). COMPRESSOR AC -1 SHALL BE IN OPERATION AT ALL TIMES. AC -1 SHALL AUTOMATICALLY ADJUST THE SPEED TO MAINTAIN SYSTEM PRESSURE AT THE SET TARGET VALUE. DURING THE OPERATION, IF THE LEAD COMPRESSOR (AC -1) AIR DELIVERY IS UNABLE TO MAINTAIN SYSTEM TARGET PRESSURE WHILE OPERATING AT FULL SPEED, THE SEQUENCER SHALL SELECT LAG COMPRESSOR TO ADD TO THE OPERATIONAL SEQUENCE. SELECTION OF LAG COMPRESSOR COMBINATION SHALL BE DETERMINED BY COMPARING REAL-TIME SYSTEM HEADER FLOW WITH CURRENT OUTPUT FLOW OF ALL OPERATING COMPRESSORS, AND BRINGING INTO OPERATION THE MOST EFFICIENT COMBINATION OF COMPRESSOR TO MAINTAIN THE TARGET AIR PRESSURE. LAG COMPRESSOR SELECTION SHALL TAKE INTO ACCOUNT MOTOR STARTING FREQUENCY AND MINIMUM RUN TIMES REQUIRED BY THE MANUFACTURER. WHEN THE SYSTEM DOES NOT REQUIRE OPERATION OF THE LAG COMPRESSOR(S) TO MAINTAIN THE TARGET PRESSURE, THE SEQUENCER SHALL TAKE THE LAG COMPRESSOR(S) OFF LINE. EACH COMPRESSOR WHICH IS TAKEN OFF LINE SHALL BE TIMED OUT AND SHUT DOWN, UNLESS THE COMPRESSED AIR SYSTEM DEMAND IS REQUIRED TO BE BROUGHT BACK ON-LINE DURING THE TIME OUT PERIOD TO MAINTAIN TARGET AIR PRESSURE. THE SEQUENCER SHALL CONTROL OPERATION OF THE BLOCK VALVES TO ACTIVATE AIR DRYERS BASED ON THE NUMBER OF COMPRESSORS IN OPERATION. THE SEQUENCER 'SHALL CONTROL CHILLED WATER VALVES ON ALL COMPRESSOR. REMOVE EXISTING AIR COMPRESSOR CONTROLLERS. PROVIDE NEW AIR COMPRESSOR CONTROLLERS. COORDINATE DISPOSAL OF EXISTING CONTROLLERS WITH BOEING. PROVIDE SEQUENCER. CONTROL POINTS INDICATED REPRESENT MINIMU MONITORING POINTS. ADDITIONAL MONITORING POINTS MIGHT BE ADDED BY BOEING. ALL WORK ASSOCIATED WITH EMCS INTERFACE SHALL BE PERFORMED BY A CONTROL CONTRACTOR AS SPECIFIED. EXISTING PRESSURE REGULATING STATION - CHWS +-- CHWR J J SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 A 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 0 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH WH GV GV 10.26.12 11.13.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN DATE FOR CONSTRUCTION REVIEWED FOR !CODE AP ROVESCE MAR 0 4 2013 City of Tukwila BUILDING DIVISION CHECKED SUBTITLE CONTROL DIAGRAM CURRENT REVISION 9-12092 SYMBOL ' RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER DATE 11.13.12 APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 SHEET M314 JOB NO. 9-12092 COMP NO. DEV. CENTER, WA DWG NO. 9-50-M314 CV CNIN 0 rn W ClU DI AC -1 STATUS DI AC -2 STATUS DI AC -3 STATUS DI AC -4 STATUS DI AC -5 STATUS Al PRESSURE AT AD -1 INLET Al PRESSURE AT AD -1 OUTLET Al PRESSURE AT AD -2 INLET Al PRESSURE AT AD -2 OUTLET Al PRESSURE AT AD -3 INLET Al PRESSURE AT AD -3 OUTLET Al COMPRESSED AIR TEMPERATURE BEFORE AD'S Al COMPRESSED AIR TEMPERATURE AFTER AD'S - Al PRESSURE AT PRV STATION INLET Al PRESSURE AT PRV STATION OUTLET DI ALARM FROM SEQUENCER LEGE\D POC POINT OF CONNECTION TO CENTRAL EMCS SYSTEM GENERAL OTES EFFENCE DRAWI\GS L L L SEQUENCER 1 CHWS i-- CHWR <A2D> r J J SEQUENCE OF OPERATION: r 1 L J �-- CHWS - CHWR <A3D> J THE SEQUENCER SHALL BE CONTROLLING OPERATION AND SEQUENCING OF ALL FIVE COMPRESSORS AND DRYER BLOCK VALVES TO MAINTAIN A TARGET AIR PRESSURE IN THE PLANT SYSTEM. CO\S-RUCTION NOTES COMPRESSOR AC -1 SHALL BE DESIGNATED AS THE LEAD COMPRESSOR, THE LAG COMPRESSORS WILL BE DESIGNATED COMPRESSORS AC -2, AC -3, AC -4 AD AC -5 (ADJUSTABLE). COMPRESSOR AC -1 SHALL BE IN OPERATION AT ALL TIMES. AC -1 SHALL AUTOMATICALLY ADJUST THE SPEED TO MAINTAIN SYSTEM PRESSURE AT THE SET TARGET VALUE. DURING THE OPERATION, IF THE LEAD COMPRESSOR (AC -1) AIR DELIVERY IS UNABLE TO MAINTAIN SYSTEM TARGET PRESSURE WHILE OPERATING AT FULL SPEED, THE SEQUENCER SHALL SELECT LAG COMPRESSOR TO ADD TO THE OPERATIONAL SEQUENCE. SELECTION OF LAG COMPRESSOR COMBINATION SHALL BE DETERMINED BY COMPARING REAL-TIME SYSTEM HEADER FLOW WITH CURRENT OUTPUT FLOW OF ALL OPERATING COMPRESSORS, AND BRINGING INTO OPERATION THE MOST EFFICIENT COMBINATION OF COMPRESSOR TO MAINTAIN THE TARGET AIR PRESSURE. LAG COMPRESSOR SELECTION SHALL TAKE INTO ACCOUNT MOTOR STARTING FREQUENCY AND MINIMUM RUN TIMES REQUIRED BY THE MANUFACTURER. WHEN THE SYSTEM DOES NOT REQUIRE OPERATION OF THE LAG COMPRESSOR(S) TO MAINTAIN THE TARGET PRESSURE, THE SEQUENCER SHALL TAKE THE LAG COMPRESSOR(S) OFF LINE. EACH COMPRESSOR WHICH IS TAKEN OFF LINE SHALL BE TIMED OUT AND SHUT DOWN, UNLESS THE COMPRESSED AIR SYSTEM DEMAND IS REQUIRED TO BE BROUGHT BACK ON-LINE DURING THE TIME OUT PERIOD TO MAINTAIN TARGET AIR PRESSURE. THE SEQUENCER SHALL CONTROL OPERATION OF THE BLOCK VALVES TO ACTIVATE AIR DRYERS BASED ON THE NUMBER OF COMPRESSORS IN OPERATION. THE SEQUENCER 'SHALL CONTROL CHILLED WATER VALVES ON ALL COMPRESSOR. REMOVE EXISTING AIR COMPRESSOR CONTROLLERS. PROVIDE NEW AIR COMPRESSOR CONTROLLERS. COORDINATE DISPOSAL OF EXISTING CONTROLLERS WITH BOEING. PROVIDE SEQUENCER. CONTROL POINTS INDICATED REPRESENT MINIMU MONITORING POINTS. ADDITIONAL MONITORING POINTS MIGHT BE ADDED BY BOEING. ALL WORK ASSOCIATED WITH EMCS INTERFACE SHALL BE PERFORMED BY A CONTROL CONTRACTOR AS SPECIFIED. EXISTING PRESSURE REGULATING STATION - CHWS +-- CHWR J J SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 A 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 0 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH WH GV GV 10.26.12 11.13.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN DATE FOR CONSTRUCTION REVIEWED FOR !CODE AP ROVESCE MAR 0 4 2013 City of Tukwila BUILDING DIVISION CHECKED SUBTITLE CONTROL DIAGRAM CURRENT REVISION 9-12092 SYMBOL ' RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER DATE 11.13.12 APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 SHEET M314 JOB NO. 9-12092 COMP NO. DEV. CENTER, WA DWG NO. 9-50-M314 CV CNIN 0 rn W ClU CHILLER (CH) SCHEDULE MARK NUMBER TYPE CAPACITY TONS VOLTAGE NAMEPLATE KW NAMEPLATE RLA MTR LOCKED ROTOR AMPS PRIMARY kW/TON NPLV kW/TON REFRIG. TYPE REFRIG. LBS EVAPORATOR CONDENSER REMARKS FLOW GPM EWT `F LWT `F NO PASS MAX PD AT FLOW FT H2O FLOW GPM EWT `F LWT `F NO PASS MAX PD AT FLOW FT H2O CH -5001 CENTRIFUGAL 750 480 412.0 602 2987 0.549 0.371 R-123 1500 1800 51.95 42.00 2 22.08 2200 80.00 89.52 2 21.26 TRANE CVHF0770 CH -5002 CENTRIFUGAL 750 480 412.0 602 2987 0.549 0.371 R-123 1500 1800 51.95 42.00 2 22.08 2200 80.00 89.52 2 21.26 TRANE CVHF0770 CH -5003 CENTRIFUGAL 750 480. 412.0 602 2987 0.549 0.371 R-123 1500 1800 51.95 42.00 2 22.08 2200 80.00 89.52 2 21.26 TRANE CVHF0770 CH -5004 CENTRIFUGAL 750 480 555.0 911.0 4872 0.74 - R-11 1075 1800 52.00 42.00 2 - 2200 85 95 2 - TRANE CVHE 080 (WAS CH -5) CH -5005 CENTRIFUGAL 750 480 408.6 569.7 3675 0.545 0.370 R-123 1100 1800 51.95 42.00 2 21.14 2200 80.00 89.53 2 22.50 TRANE CVHF0770 CH -5006 CENTRIFUGAL 750 480 392.6 529.4 - .523 .357 R-123 1200 1800 51.95 42.00 2 20.62 2200 80.00 89.50 2 26.35 TRANE CVHF0770 COOLING TOWER (CT) SCHEDULE MARK NUMBER GPM EWT `F LWT 'F AMBIENT AIR FANS FAN MOTORS SUMP HEATERS REMARKS °F DB °F WB NO. RPM CFM NO. HP VOLTS NO. Kw CT -5001 2200 90.04 80.04 - 70.00 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD CT -5002 2200 90.04 80.04 - 70.00 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD CT -5003 2200 90.04 80.04 - 70.00 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD CT -5004 2200 90.04 80.04 - 70.00 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD CT -5005 2200 90.04 80.04 - 70.00 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD CT -5006 2200 90.04 80.04 - 70.00 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD CH WP -5012 SECONDARY CHILLED WATER DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770. 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 CHWP-5013 SECONDARY CHILLED WATER DOUBLE SUCTION VERT. DISCHARGE EXPANSION TANK SCHEDULE EQUIP NO SERVICE TYPE VOLUME GALLONS WORKING PRESSURE PSIG MAXIMUM OPERATING TEMPERATURE CONSTRUCTION NATIONAL BOARD NUMBER REMARKS ET -5001 CHILLED WATER REPLACEABLE BLADDER 528 125 240 °F ASME NB 144872 AMTROL MDL 2000-L W/SEISMIC BOLT DOWN OPTION ET -5002 CHILLED WATER REPLACEABLE BLADDER 528 125 240 °F ASME NB 144849 AMTROL MDL 2000-L W/SEISMIC BOLT DOWN OPTION PUMP SCHEDULE EQUIP NO SERVICE TYPE FLOW GPM TOTAL DYNAMIC HD FT H2O RPM MIN EFF APPROX. IMPELLER DIA. INCHES MOTOR REMARKS HP V PH CHWP-5001 PRIMARY CHILLED WATER HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 BO MODEL HSC3 6x8x13 CHWP-5002 PRIMARY CHILLED WATER HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&C MODEL HSC3 6x8x13 CHWP- 5003 PRIMARY CHILLED WATER HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 CHWP-5004 PRIMARY CHILLED WATER HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 CHWP-5005 PRIMARY CHILLED WATER HORIZ SPLIT CASE 1800' 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 CHWP-5006 PRIMARY CHILLED WATER HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 CAMERON/COOPER T38 CH WP -5011 SECONDARY CHILLED WATER DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 CH WP -5012 SECONDARY CHILLED WATER DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770. 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 CHWP-5013 SECONDARY CHILLED WATER DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 CH WP -5014 SECONDARY CHILLED, WATER DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 CWP -5021 COOLING WATER DOUBLE SUCTION VERT. DISCHARGE 4400 50 1770 75% 10.5 100 480 3 B&G MODEL VSCS 12x14x12-1/2 CWP -5022 COOLING WATER DOUBLE SUCTION VERT. DISCHARGE 4400 50 1770 75% 10.5 100 480 3 B&G MODEL VSCS 12x14x12-1/2 CWP -5023 COOLING WATER DOUBLE SUCTION VERT. DISCHARGE 4400 50 1770 75% 10.5 100 480 3 B&G MODEL VSCS 12x14x12-1/2 CWP -5024 COOLING WATER DOUBLE SUCTION VERT. DISCHARGE 4400 50 1770 75% 10.5 100 480 3 B&G MODEL VSCS 12x14x12-1/2 AIR COMPRESSOR EQUIP NO SERVICE TYPE FLOW ACFM TOTAL PRESSURE PSIG RPM ASME RECEIVER GAL. NATIONAL BOARD NUMBER MOTOR REMARKS HP V PH CO1 F1 A REFRIGERATION ROOM CONTROL V' ' A ' RECIPROCATING 6.5 80 1740 60 120099 1.5 460 3 QUINCY QC01506S3A : p, 1 AC -1 COMPRESSED AIR SUPPLY ROTARY SCREW 1552 125 1740 - - 400 460 3 KOBELCO KNW _ OMP' SSED A- SU" ' .. ■:S' ► : ;I ..1 .1 - 1 A•0 o►0 e , : .ASS.' :SO AC -3 COMPRESSED AIR SUPPLY RECIPROCATING 3000 80 1740 60 - 700 460 3 CAMERON/COOPER TA3000 AC -4 COMPRESSED AIR SUPPLY RECIPROCATING 3000 80 1740 60 - 700 460 3 CAMERON/COOPER TA3000 AC -5 COMPRESSED AIR SUPPLY RECIPROCATING 3265 80 1740 60 - 700 460 3 CAMERON/COOPER T38 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A PHASE 2A CHILLED WATER UPGRADE 522589-01 RWS RWS 06.24.02 F 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 B 9-50 CHILLED WATER UPGRADE PH 2C 522589-03 RWS 12.02.02 C REPLACE CHILLER CH -5006 13500 RWS RWS 10.12.11 D 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 9-50 PLANT AIR RETROFIT - 95% IFR WH_.12071 WH GV 10.26.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN RWS DATE 06.21.02 LEGEND GENERAL \OTES REFERENCE DRAWINGS Lisi FOR CONSTRUCTION REVIEWED FOR 'CODE COMPLI$NCE APPROVEb MAR 0 4 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 1 2C1 PERMIT CENTER CHECKED SUBTITLE EQUIPMENT SCHEDULES CURRENT REVISION 9-12092 SYMBOL DATE 11.13.12 APPROVED BY DEPT. DATE ENGINEER RWS 06.21.02 CHECKED APPROVED APPSROVED RW 06.21.02 TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 DEV. CENTER, WA SHEET M360 JOB NO. 13500 COMP NO. DWG NO. 9-50-M360 11 /o /9n19 7.)1.1 AAA 12" C/A PIPE B.O.P. ELEV. 20'-10" AFF. M461 AIR COMPRESSOR SEQUENCER 553 4- 6" CHWS & R VFD MOUNTED ON THE ENCLOSURE DOOR 0 8"0 CHWS B.O.P. EL 13'- 1" L_4. ATION F AIR COMPRESSOR #1 14"0 INLET PIPING CHWR CHWS p=> _4====j7-=seeees� D M461 M5 3 FOR COMPRESSOR'S COOLING SYSTEM SEE DETAIL STM STM 2" STEAM; CD CD CD CD 11- —T CD STM U1 CD 4" (EXIST) 1 1/4" COND STM7 M4661M555 6" CHWS 6" CHWR 6" CHWS pears. 'a:=—^-.> eon':=m CD STM SLOPE TO DRIER v CD CD L6" STEAM 1 1/2" COND 6" CHWR SLOPE TO DRIER 2" STM CD 6" CHWS 1/4" TO CONTROL AIR CONNECTION, TYP. (SEE SHEET #1M111) [DIFFERENTIAL PRESSURE SWITCH 2" INSULATION 10" C/A PIPE B.O.P. ELEV. 18'-10" AFF. 6" CHWR 6" CHWS 6" CHWR 4=A, v -2" INSULATIO 6" STM IFFERENTIAL PRESSURE SWITCH (A) I Ma JIM' ...r111 .11 v 41111101 mum ill' 12' C/A PIPE B.O.P. ELEV. 18'-10" AFF. 80"X28"X10" HIGH HOUSEKEEPING PAD 4'-1" EXISTI VG OUTLET RELIEF V FROM T 4" INLET x 6" 50 PSI PRES. VE RELOCATED 9-61 BLDG. 2" STM 1 1/4" COND 6" STM 1 1 /4"COND PARTIAL PIPING PLAN LEGEND GE\ERAL \OTES REFERENCE [RAWI\GS CO\STRUCTION \OTES PROVIDE COMPRESSED AIR, CHILLED WATER SUPPLY AND RETURN PIPING WITH VALVE SPECIALTIES TO NEW AIR COMPRESSOR #1 CONNECTIONS AS INDICATED. POINT OF CONNECTION TO EXISTING COMPRESSED AIR, CHILLED WATER SUPPLY AND RETURN PIPING. RELOCATED BALANCING VALVE. PROVIDE FLOOR DRAIN. SEE STRUCTURAL DRAWING FOR MODIFIED AIR COMPRESSOR #1 HOUSEKEEPING PAD. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 2013 City of Tukwila BUILDING DIVISI RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A MODIFY COOLING WATER HEADER WO # 1001271593 KGP RWS 06.28.04 B REVISE COMPRESSOR BLOWOFF 587390-00 M.WONG RWS 10.06.08 C 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 D 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 WH GV 10.26.12 E 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PENROD DATE SUBTITLE 09.25.02 t.RECKED PARTIAL PIPING PLAN FIRST FLOOR PLAN CURRENT REVISION 9-12092 SYMBOL DATE 11.13.12 ENGINEER K. PENROD 09.25.02 CHECKED R. SQUIRES APPROVED R. SQUIRES 09.25.02 09.25.02 APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F -L/-1-3 SHEET M461 JOB NO # 1001271593 COMP NO. DEV. CENTER, WA DWG No. 9-50.1-M461 11 /0 /')n1') 7•')l •na AAA SUPPORT INLET PIPING AND SMALLER FILTER BOXES WITH B -LINE #3373-14 STD. RISER CLAMP SUPPORTED ON B -22A DBL FRAMING CHANNEL RIGID FRAME, ANCHORED TO LIGHT CONCRETE ROOF STRUCTURE WITH B281ASQ POST BASES AND Hilti HIT HY 150 ADHESIVE ANCHORING SYSTEM WITH 3" EMBEDMENT SUPPORT INLET PIPING WITH 13- LINE #3373-14 STD. RISER CLAMP SUPPORTED ON B -22A DBL FRAMING CHANNEL ATTACHED TO UNISTRUT INSERT IN BEAM. 8"0 BACK-UP COOLING WATER SUPPLY AND RETURN PIPING B -LINE #3373-14 STD. RIS R CLAMP SUPPORTED ON B-2 DBL FRAMING CHANNEL B -LINE #B844W GUSSETED UNIVERSAL SELF BRACKET WITH (2) 1/2" ANCHORS WITH 3" EMBEDMENT • 12"0 C/A 14"0 SCH 80 PVC INLET PIPING "0 CHWS&R 3"0 STEAM O O 1 1/4" CONDENSATE RETURN 4"0 C/A 4"0 C/A ASHCROFT 5"O "EVERYANGLE" THERMOMETER, 50' - 300' ASHCROFT 6"0 PRESSURE GUAGE, 0 PSI - 200 PSI 14"0 SCH 80 PVC INLET PIPING 600HP ;Or 'ffok 101 44 •1.11���11� • =�'�WII111111•11111111 ■4jl 4 I.0 1111 ^300HP O • /441/11111j -•MM1 17'1.1 1111=iIi.0 11�II, 11'71'11 ,—•,a {.+" 5 '.0'.!I ,iAar ' **ME IgniSIE ►� �t.i: FD 6" x 6" x 1" TEE ITH 6 X 1" RED., VALVE, AND /4" HOSE THD. ADAPTOR FOR RAIN CONNECTION SUl TRS 10' (2 2"0 CHWS&R 2"0 CHWS&R B -LINE B-22 "H" ASHCROFT 3"0 FRAME PIPE SUPPORT "EVERYANGLE" WITH PIPE STRAPS AT 7'. THERMOMETER, 30' - 130' ON CHWS & R TO EACH COMPRESSOR SECTION SCALE: 1/4"=1'-0" OOHP 700HP 01.ZVI ;.,�.a�s�,.� .1.11 :-11■WI u II I�III.W./I i ... . _ ■I�1 .�!. .,� sr- rl I' #77 J�I Alf 1.cctt:J- ITEM WWI ■MSI. 1 IM 111 '711 immr• I �.t.�IUJJ —1 ens, Nam �. 3"0 CHWS&R FOR #3, #4 & #5 2.5 I I M461 M553 B -LINE #B3373-14 STD. RISER WITH ADJ. PIPE SADDEL W/YOKE (TYP.) EXISTING 4" INLET x 6" OUTLET 150 PSI PRES. SUPPORT NEW FILTER BOXES OFF EXISTING RIGID FRAMES ANCHORED TO LIGHT CONCRETE ROOF STRUCTURE WITH B281ASQ POST BASES AND HILTI HIT HY 150 ADHESIVE ANCHORING SYSTEM WITH 3" EMBEDMENT APT/HONEYWELL BMX1600 DEMAND EXPANDER. AI' I HONEYWELL QDMX2600 DEMAND EXPANDER. WATER PIPING HEADER WATER PIPING HEADER SECTIO\ WATER PIPING HEADER B SCALE: 1/4"=1'-0" M4d M553 F M553 2" VIC N0.10 90' LONG RAD. W/ 5D BALL VALVE W/ ACTUATOR PLUG 3LOWOFF CO CONPRESSO SCALE'. 1/4"=1 '-0" SEE DWG. S526 FOR SUPPORT DETAIL r--3/4" STL DRAIN 1 J ' L M553 3" VIC NO.10 90' LONG RAD. W/ 5D VOLS #3 & #4 nM553 SEE DWG. S526 FOR SUPPORT DETAIL 3LOWOFF CONTROLS COvPESSO#5 SCALE: 1/4"=1 '-0" 12" C/A PIPE B.O.P. ELEV. 20'-10" AFF. E M553 RELIEF VALVE RELOCATED I FROM THE 9-61 BLDG. •.. 0- =0 .•f: R...r.1:. of Il �,1 1 / L 12"0CA / —\ ,. I` \ C / 1 415 u --- — - -- _ ciii.Ji — f;a M N f'i ® 1 YSIEM -l— OTOISOLATION __MBIZ — — 0 0 0 0 0 0 I 0 ALVE O ' �— O0 0 ASHCROFT 5"0 "EVERYANGLE" THERMOMETER, 50' - 300' ON BOTH INLET AND DISCHARGE' ASHCROFT 6"0 PRESSURE I „ (EXIST.) 6 C/A 2" CHWS & R , 6"0 C/A 2" CHWS 6"0 C/A & R ■ 8"0 SPRINKLER LINE 2" CHWS & R GUAGE, BOTH 6"0 CHWS & R 0 PSI INLET ..v. - 200 PSI ON ' ND DISCHARGE 1 , 1 1 . u 11 -- 1111111 1 — — ----- '' w_ _..._ I _•...,.._ • 6"%% VIC-300 MANUALnCi= ' " ' `� ��+ ll CHW 'PORT HWS&R OFF ISOLATION VALVE ON INLET AND DISCHARGE (NEW) "" +�► 1 I ' o i I o _ a` I. - _ PEZE HI4NGER AT r ME _ _ -. '*OW 11 C� R ;, o /r'.'�` 11 fir' if � INTERN LS FT �RiF e" �..10,11.:11111i , %re i ' ,' C=' �� i ri ft Fri � . 1 ��.I'4 Mill -co II t. co : _ I�e� I I MP / .4 - .........,.... - tIr cir .u.L.. - ,...-- - r' a _ ............._ A I l''."'" — r n 4 I mil_ MP Apinliiii AINIMPr i /r _...__ ........... r-%/IftT ...,.,i loin CVICT ("NACU IMO SUPPORT 2" WATER PIPING HEADER WATER PIPING HEADER SECTIO\ WATER PIPING HEADER B SCALE: 1/4"=1'-0" M4d M553 F M553 2" VIC N0.10 90' LONG RAD. W/ 5D BALL VALVE W/ ACTUATOR PLUG 3LOWOFF CO CONPRESSO SCALE'. 1/4"=1 '-0" SEE DWG. S526 FOR SUPPORT DETAIL r--3/4" STL DRAIN 1 J ' L M553 3" VIC NO.10 90' LONG RAD. W/ 5D VOLS #3 & #4 nM553 SEE DWG. S526 FOR SUPPORT DETAIL 3LOWOFF CONTROLS COvPESSO#5 SCALE: 1/4"=1 '-0" 12" C/A PIPE B.O.P. ELEV. 20'-10" AFF. E M553 SECTION SCALE: 1/2"=1'-0" rEz M553 12"0 C/A TO RECIEVER J ASHCROFT 5"0 "EVERYANGLE l 12"0 C/A --e46114 N.O. THERMOMETER, 50' - 300' ON BOTH INLET AND DISCHARGE ASHCROFT 6"0 PRESSURE GUAGE, 0 PSI - 200 PSI ON BOTH INLET AND DISCHARGE S&R PIPING TO DRIER OFF OF WALL WITH FRAMING CHANNEL ATTACHED TO WALL STUDS. 0 N 0 o 0 0 N.C. -+- 10"0 C/A TO PLANT 0 n SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RELEASE FOR CONSTRUCTION 523384-03 KGP RWS 04.01.03 A REVISE COMPRESSOR BLOWOFF 587390-00 M.WONG RWS 10.01.08 3 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 C 9-50 PLANR AIR RETROFIT - 95% IFR WH_12071 WH GV 10.26.12 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. PENROD / 10"0 C/A APT/HONEYWELL BMX1600 DEMAND EXPANDER WITH FACTORY INSTALLED MANUAL BYPASS REMOVED. 8"0 C/A APT/HONEYWELL QDMX2600 DEMAND EXPANDER. 80" WIDE X 28" DEEP X 10" HIGH HOUSEKEEPING PAD SECTIO \ SCALE: 1/4"=1'-0" DATE 8.21.01 c M41 M553 0 N EE IVR WED PO t CODE COMPL4NCE APPROVE. MAR 0 4 2013 • _BuiCity 01 Yu iii iv CO\ST'UCTIO\ \OTES PROVIDE AIR INLET, COMPRESSED AIR, CHILLED WATER SUPPLY AND RETURN PIPING TO AIR COMPRESSOR #1 AS SHOWN. REMOVE EXISTING FILTER BOX AND PROVIDE 8"0 FLANGED GOOSENECK FITTING WITH BIRSCREEN AT END OPENING. POINT OF CONNECTION TO EXISTING AIR INLET PIPING. RE -USE EXISTING CONTROL VALVE, ASSOCIATED INSTRUMENT AIR PIPING AND DEVICES. CONNECT INSTRUMENT AIR PIPING TO NEAREST SOURCE. POINT OF CONNECTION TO EXISTING 4"A PIPING. POINT OF CONNECTION TO EXISTING 2 1/2"CHWS/R. RELOCATED BALANCING VALVE. RECEIVED CITY OF TUKWILA PERMIT CENTER FOR CONSTRUCTION CHECKED SUBTITLE • PIPING SECTIONS & DETAILS CURRENT REVISION 9-12092 SYMBOL D DATE 11.13.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 SHEET M553 11/9/2012 7:19:54 AM JOB NO. 587390-00 COMP NO. DEV. CENTER, WA DWG NO. 9-50-M553 1AIAC inn nRn A Fnr; A17 LL CL (-) I I 0- =0 1 I _ SECTION SCALE: 1/2"=1'-0" rEz M553 12"0 C/A TO RECIEVER J ASHCROFT 5"0 "EVERYANGLE l 12"0 C/A --e46114 N.O. THERMOMETER, 50' - 300' ON BOTH INLET AND DISCHARGE ASHCROFT 6"0 PRESSURE GUAGE, 0 PSI - 200 PSI ON BOTH INLET AND DISCHARGE S&R PIPING TO DRIER OFF OF WALL WITH FRAMING CHANNEL ATTACHED TO WALL STUDS. 0 N 0 o 0 0 N.C. -+- 10"0 C/A TO PLANT 0 n SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RELEASE FOR CONSTRUCTION 523384-03 KGP RWS 04.01.03 A REVISE COMPRESSOR BLOWOFF 587390-00 M.WONG RWS 10.01.08 3 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 C 9-50 PLANR AIR RETROFIT - 95% IFR WH_12071 WH GV 10.26.12 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. PENROD / 10"0 C/A APT/HONEYWELL BMX1600 DEMAND EXPANDER WITH FACTORY INSTALLED MANUAL BYPASS REMOVED. 8"0 C/A APT/HONEYWELL QDMX2600 DEMAND EXPANDER. 80" WIDE X 28" DEEP X 10" HIGH HOUSEKEEPING PAD SECTIO \ SCALE: 1/4"=1'-0" DATE 8.21.01 c M41 M553 0 N EE IVR WED PO t CODE COMPL4NCE APPROVE. MAR 0 4 2013 • _BuiCity 01 Yu iii iv CO\ST'UCTIO\ \OTES PROVIDE AIR INLET, COMPRESSED AIR, CHILLED WATER SUPPLY AND RETURN PIPING TO AIR COMPRESSOR #1 AS SHOWN. REMOVE EXISTING FILTER BOX AND PROVIDE 8"0 FLANGED GOOSENECK FITTING WITH BIRSCREEN AT END OPENING. POINT OF CONNECTION TO EXISTING AIR INLET PIPING. RE -USE EXISTING CONTROL VALVE, ASSOCIATED INSTRUMENT AIR PIPING AND DEVICES. CONNECT INSTRUMENT AIR PIPING TO NEAREST SOURCE. POINT OF CONNECTION TO EXISTING 4"A PIPING. POINT OF CONNECTION TO EXISTING 2 1/2"CHWS/R. RELOCATED BALANCING VALVE. RECEIVED CITY OF TUKWILA PERMIT CENTER FOR CONSTRUCTION CHECKED SUBTITLE • PIPING SECTIONS & DETAILS CURRENT REVISION 9-12092 SYMBOL D DATE 11.13.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 SHEET M553 11/9/2012 7:19:54 AM JOB NO. 587390-00 COMP NO. DEV. CENTER, WA DWG NO. 9-50-M553 1AIAC inn nRn A Fnr; A17 LL CL (-) CO\ST'UCTIO\ \OTES PROVIDE AIR INLET, COMPRESSED AIR, CHILLED WATER SUPPLY AND RETURN PIPING TO AIR COMPRESSOR #1 AS SHOWN. REMOVE EXISTING FILTER BOX AND PROVIDE 8"0 FLANGED GOOSENECK FITTING WITH BIRSCREEN AT END OPENING. POINT OF CONNECTION TO EXISTING AIR INLET PIPING. RE -USE EXISTING CONTROL VALVE, ASSOCIATED INSTRUMENT AIR PIPING AND DEVICES. CONNECT INSTRUMENT AIR PIPING TO NEAREST SOURCE. POINT OF CONNECTION TO EXISTING 4"A PIPING. POINT OF CONNECTION TO EXISTING 2 1/2"CHWS/R. RELOCATED BALANCING VALVE. RECEIVED CITY OF TUKWILA PERMIT CENTER FOR CONSTRUCTION CHECKED SUBTITLE • PIPING SECTIONS & DETAILS CURRENT REVISION 9-12092 SYMBOL D DATE 11.13.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 SHEET M553 11/9/2012 7:19:54 AM JOB NO. 587390-00 COMP NO. DEV. CENTER, WA DWG NO. 9-50-M553 1AIAC inn nRn A Fnr; A17 LL CL (-) cn 20a 22b 2"C, 3#12 J -1.1/26a TO CHATSWORH BOX AT D9.1 SEE 1E60. 2"C, EMPTY b GFI 20A SEE DWG. 1E64 FOR COOLING TOWER SERVICES 20A 34b GFI J -1.3/21b rELECTROMAGNETIC LOCKS DIESE HORN DOOR LEAK & RED LIGHT ARMATURE PLATE RELEASE SWITCH ELECTROMAGNETIC LOCK POWER SUPPLY ,J -1.3/21b Leak Detection 2 Pt XSJ 1.7/31—? XSJ-1.7/20a BATTER BLOCK H CHEM FEED PUMP PWR sensors DIESEL GENERATOR STAN BY POWER Y CHARGER EATER XSJ-1.7/20a 1/2"C, 41/12 J-1.1/14,16,18 XSJ-1:7/22b 11 Urith 16b S 30KVA 100/100 £005-H3 8311IHO E526 J1.1/32 REMOTE START FROM ATS 3/4" 21/12, #12G 2009 -HO 0111H3 /2"C, 4#12 18c J-1.1/19,21,23 XSJ1.7 TANDBY POWER (3)1P20A (S3)1P20A PARE) (2)1P2 / //0 1009 -HO 21311IH3 Ob 3/4"C, 9#12 J-1.1/8,10,12 24,26,36 XSJ 1.7/20 COMPRESS PANEL CONTR TO XSJ-1.7 PNL. 1F2 24c TEMPERATURE cn CONTROLLER •Ga10b COOLANT LEAK DETEC— TION 1"C 4#4— J-1.1/1,3,5 17c J-1../17,19,,, TO J-1.3 CKT 32 L1 /8a L1 /8b 36c 30/0.5A E526 12c Gn 1"C-4#6 TO 30KVA XFMR 2ND FLOOR PLATFORM SEE DWG. 2E62. (3) 1 P20A 8a BUS DUCT L2 1 SEE 1E62 (2) 1 P20A 8a c PA 'TIAL 1ST FLOO 208Y 120V POWER PLA\ SCALE: 1/8 = 1'-0' BATTERY/CHARGER SECURITY PNL ADT CABINET LLL LN U 134, S Kea 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX POWER POLE DATA POLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON-FUSED, XX AMPERES MOTOR STARTER, MAGNETIC ®., AIR -MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH DRYER M CTRLMOTOR STARTER, MANUAL 0 PWR 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) GE\RAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. R.q.PARATE... R'- Ep 3EFFE\CE D.AWI\GS CO\ 09-050-E567 09-050-E549 09-050-E4STBY 09-050-530 & 531 S -RUCTION NOTES T T T T REMOVE EXISTING SEQUENCER CONTROL PANELS AND CONNECTIONS TO CMCS SYSTEM. REMOVE ASSOCIATED CONTROL WIRES AND ABANDON UNDERGROUND CONDUITS. RECEIVED CITY OF TUKWILA FEB •2 1 2013 PERMIT CENTER FOR CONSTRUCTION 1TO BUS L2/labc SEE 1E62 1--1 TO BUS L2/7c SEE 1E62 REMOVAL 8 4 1E62 9-50 KEY PLAN SCALE NONE 0 4 8 16 ..= I.mum -_ SCALE: 1/8" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE X 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 WH MAS 10.03.12 S POWER NEEDS 1001475276 VAVREK VAVREK 01.18.05 Y 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 WH MAS 10.26.12 T ADD UPS FOR CMCS WEST WALL 2271081 ESBROOK VAVREK 04.10.06 2 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH ALJ 11.13.12 U INSTALL DIESEL LEAK DETECTION #1739 AISAKA VAVREK 01-28-09 F EXTR: 21-03 TOOL STORAGE 180371-00 AISAKA VAVREK/AW 6/17/99 V CONDENSATE DRAIN VALVES 10234056 VAVREK VAVREK 02.09.10 IMO DOCK RECEIVING 110022-00 JEA/CASNE 9/14/01 W 9-50 BLDG. BOILER ROOM METERING #11005108 VAVREK VAVREK 09.15.10 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN KIM BUN CHECKED DATE 04/04/97 SUBTITLE PARTIAL 1ST FLOOR 208Y/120V POWER PLAN CURRENT REVISION SYMBOL 9-12092 DATE 11.13.12 ENGINEER JOHN VAVREK 04/08/97 CHECKED APPROVED APPROVED NAREN MEHTA 04/08/97 TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F -N/-1-3 D.C. SHEET 1E61R JOB NO. 52741901 COMP NO. DWG NO. 9-50-1 E61 R M O M VAVREKJ: 09/16/10 PNL J-1.0/38,40,42 #10 TO PNL N5 IN 9-59 2"C–(4) #1+(1) #6 (GND) TO PANEL XP -5 (9-59 BLDG) (1)2"C, (3) #6, (1) #8 (GND) QUINCY COMPRESSOR 1 1/2 HP TO PNL XJ -1.5, CKT 14,16 30 • EXHAUST FAN ROOM AIR PURGE HEATER FAN CONTROL BOX DOOR WITCH LIMIT SWITCHES VERTICAL LIFT DO1R■ n ►:4 J R ■JJ!`■ .ii -■e ■ COOLING TOWERS SEE 9-050-1E115 15 KW HEATER MCC -10 DOI HEAT R W/111/2 HP FAN 4801, 3 0 0 PNL J-1.2, CKT 8,10,12 #10 AWG J1.0/38,40,42 Y2"C,3#10 XSJ-1.6/ 32,34,36 J-1.0/14.16.18 I J-1.0/8,10,12 Overhead Crane 36x36x12 PB (3)4"C, 3#350MCM & 4/0 GRD. EA.- 36x36x12 A.- 36x36x12 PB 1 87F3 CH -5003 TO PNL J-1.2, CKT 2,4,6 #10 AWG TO PNL J-1.2, CKT 20,22,24 #10 AWG 100HP(4 TYP) CWP -5024 11 2"C, 3112/0, 1 #3 GRD (4 TYP) CWP -5023 MCC13/2 E538 250 <W STAND -3Y GE\RATO; 1 1/4" SEE 9 EMPTY YD -E110 LOAD BANK MCC13/3 CWP -5022 MCC14/2 BREAKER INTEGRAL WITH GENERATOR 2"R 3#4/0 MCC14/3 CWP -5021 400A OA XSJ-1.6/38,40,42 1 1/2"R 3#1/0, #4G LIMIT SWITCHE VERTICAL LIFT DOOR 2"R 3#4/0 (2)4"C, 3 , 1#3 GRD EA \X-, 86F6 1187F6 XC -1.9, CKT 14,16,18 CHWP-5003 30HP 1 "C 13#4, 1#8 GRD V MC 10/10 PANEL J1.1 75 ■ (3)4"C, 3#350MCM & 4/0 GRD. EA. 36x36x12 PB 11 (3)4"C, 3#350MCM & 4/0 GRD. EA. 3"C, 3#350MCM, 1/0 GRD. (4 TYP) 87F5 87F9 CH -5002 1"C, 3#4, 1#8 MCC1oil 1 XSJ-1.6/7,9,111 3 1/2"AL 4#500 Kcmil, 1/0 GND TO STAND—BY ANEL XSE8 LOCATED IN 9-101, TUNNEL #1 GRD CHWP-5002 30HP TO SUB #28, 28F6 4"R 4#500Kcmil PANEL J1.0 PULL BOX T1, 7,9,11 4"R, 4#500MCM-- STANDBY PANEL XSJ1.6 STANDBY PANEL XSJ1.7 3/4"C (START/RUN CKT.) MONORAIL CH -5001 / 200HP(4 TYP) ,••••00 i --m ^--m 0 0 ti o'` o'` h szs MCC11/3 C12/3 87F8 AP, 86F5 CHWP-5001 30HP 1"C, 3#4, 1#8 GRD L --MC` 10 12 J-1.0/2,4,6 Y2"C,3#12 4 J -1.o/ 20,22,24 Y2"C,3#10 E538 36x36x12PB 36x36x12 PB " (2) 4"C, 3#500kcmil EA. 3 36x36x12 4"C, (1) 4"C SPARE (3) #500 KCMIL, (1) 86F9 CH -5004 8a CMCS & REFRIDGERATION LEAK DETECTOR (6 TYP) E530 E531 36x36x12 PB 0— CMCS Conduit Ref Sheet M555 A–B PC COMPRESSOR CONT ! �A► TO XJ -1.4 CKT 26, 28, 3„ TO XJ -1.4 CKT 37, 34, 36 SUB 29 2400V EXHAUST FAN (EFR-L2A) /4"C, 3#10 18' 12' 4 SQR. J -BOX •amu STRAIN RELIEF (COMPRESSION TYPE) 1/4. OD POLY TUBING SAMPLE POINT INLET FILTER PROVIDE CONDUIT & BOX SUPPORTS AT INTERVALS REQUIRED BY NEC. FLOOR ROUTE CONDUIT FROM FLOOR PENETRATION POINT TO SAMPLE POINT LOCATION SHOWN ON PLAN VIEW (TYP.) 3/4' EMT CONDUIT /4' CONDUIT BODY CONDUIT BURIED IN SLAB PROVIDED BY OTHERS (NIC). DETAIL— REFRIGERANT LEAK SAMPLE POINT A SCALE: NONE (TYPICAL FOR ALL LOCATIONS) �o { TO PANELXA-3, & XD2 VIA 9-61 BLDG (1)2"C, (4)#2 TO PANEL XT -2 (1)1.5"C, (4)#2 (3)4"C,3#300MCM & 4/0 GND EA1/0 GRD EA. (2 TYP) 1 "C, 3#4, 1#8 GRD MCC10/13 (2) 4"C, (1) 4"C pPARE (3) #500 KCMIL, ('1) #4/0 GND EA CH -5005 J14/32,34,36 1"C, 3#4, 1#8 GR1) MCC10/14 3HP P FILTER PU VFD–P VFD–P 124 CHWP-5004 30HP e AIR DRYER # CHWP-5005 30HP (2) 4"C, 3#500kcmil EA. (3) 4"C, 3#500kcmil & 4/0 IGRD EA. LV_ -----LV CH -5006 rom Sub86/F2 PU1J2A PU J2B OIL HTR 3HP OIL PUMP AIR DRYER # (3) 2-1/2"C, 3#250kcmi 1 "C, 3#4, 1#8 GRD MCC10/15 1 © 1 1/0–GRD EA. 3#4/0, 1#2 GRD. (3 TYP) CHWP-5006 30HP OIL HTR CD 0/30 1.5"C, (32#2 TO PNL –1.2 CKT 26,28,30 EXPANSION TANKS o- J 3HP OIL PUMP 2400V–MCC$ 4 _J 2400V COMP.#5 IL HTR AIR DRYER # XSJ-1.6/7,9,11 3 1/2"AL 4#500 Kcmil, 1/0 GND TO STAND—BY PANEL XSE8 LOCATED IN 9-101, TUNNEL #1 EXHAUST FAN ROOM AIR PURGE ROLL UP DOOR 2 HP AHU B.A.D. 15 HP 106 30/NF CMCS LV MOTORIZED DAMPER AIR DRYER PC CONTROL PARTIAL 1ST FLOOR 480Y/277V POWER PLA\ SCALE: 1/8" = f_n. REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-50 PLANT AIR RETROFIT – 50% IFR WH_12071 WH MAS 10.03.12 F AC DRIVES FOR AIR COMP CHILL WTR PUMPS 55733700 ESBROOK VAVREK 12.22.05 9-50 PLANT AIR RETROFIT – 95% IFR WH_12071 WH MAS 10.26.12 G INSTALL SIDESTREAM FILTERING 577749-00 L. MAY VAVREK 10.31.07 9-50 PLANT AIR RETROFIT – IFC WH_12071 WH ALJ 11.13.12 H REPLACE OLD CHILLER#5 57787801 ESBROOK VAVREK 02.01.08 INCORPORATE RED–LINES 52741901 BEIER BEIER 01/05/04 J PROVIDE AIR COMPRESSOR "ON" STATUS ESBROOK TAE 10.14.11 RECONFIGURE EMERGENCY POWER 53416801 BEIER VAVREK 4/30/04 K INSTALLATION FOR CH -5006 REPLACEMENT 12260281 ESBROOK TAE 10.14.11 S6 — FOR ROLL UP DOOR 0.E17/G° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.BUN 3 FOR CONSTRUCTION xX \\` LEG\ D 480 VOLT DROP-3–WIRE, 4 -POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3–WIRE, 4–POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J–BOX 480/277V DISTRIBUTION PANEL A TRANSFORMER, CAPACITY, PHASE AND VOLTAGE AS SHOWN _L GROUND 480V 3 PHASE MOTOR ® MOTOR STARTER, MAGNETIC I■+ MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH ® MOTOR STARTER, MANUAL x`A'a DISCONNECT SWITCH, NON–FUSED, XX AMPERES ® MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER MCCXX/Y CHWP AUTOMATIC TRANSFER SWITCH MOTOR CONTROL CENTER XX/ SECTION Y CHILLED WATER PUMP GE\FRAC \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. • 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG–IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 'EFRE\CE DAWI\GS SEE SHEET E513 FOR BURIED CONDUIT RUNS. SEE SHEET E515 FOR BURIED CONDUIT RUNS. SEE SHEET E549 SEE SHEET E518 FOR BURIED CONDUIT RUNS. SEE SHEEP E519 FOR BURIED CONDUIT RUNS. 6 > SEE SHEET E526 FOR BURIED CONDUIT RUNS. CO\S-RUCTIO\ \OTES REMOVE EXISTING POWER FEEDER TO EXISTING COMPRESSOR BACK TO SOURCE (MCC -20). PULL WIRING OUT AND ABANDON UNDERGROUND CONDUITS. REFER TO DETAIL PLAN E519R. RECEIVED CITY OF TUKWILA FEB 2 1 2013 PEf�NUIT CENTER 1E112 0 REMOVAL DATE SUBTITLE 3.16.01 CHECKED R.ROHLER ENGINEER R. ROHLER PARTIAL 1ST FLOOR 480Y/277V POWER PLAN 8 9-50 KEY PLAN SCALE NONE 4 0 4 8 O 16 SCALE: 1/8" = 1'-0" CURRENT REVISION 9-12092 SYMBOL DATE 11.13.12 CHECKED JOHN J. VAVREK APPROVED M. MORVICE APPROVED 11-17-02 11-17-02 11-17-02 TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F—N/-1-3 SHEET 1E111R JOB NO. 110022-00 COMP NO. DEV. CENTER, WA DWG No. 9-50-1 E111 R 12:20:04 PM TJOHNSTON: 9/27/2012 REFER TO DRAWING 109-000-2000—E4 TO SUBSTATION #87 LINE 1 LINE 8 CABLE TRAY C—L—X TYPE MV -105, #350 15KV, AL SHEATH 1 KV 09 UNIT SUBSTATION NEW 21 150E T13 LINE 1 LINE 8 CABLE TRAY C—L—X TYPE MV -105, #350 15KV, AL SHEATH 2500/3333 KVA Z=5.57% 480Y/277V r �LD PU 1.0 K LD 1 T SD PU 2.5 4000 AF O SD TIME INT I2T OUT 4000 AT GND PU 0.30 GE AKRU-1004' GND TIME MAX 12T OUT J (3) REFER TO DRAWING 109-000-2000—E4 TO SUBSTATION NEW #29 480 V, 4000 A, 3 PH, 4 WIRE (85,000 AIC) 21 F1 js 1600 AF( TBD AT \ GE AKRU-50 .� PML 7600 SPARE LD PU — LD — SD PU — SD TIME — INST PU — GND PU — GND TIME — 21 F2 T 1600 AF LD PU — TBD AT LD — GE AKRU-50 1 SD PU — "SD TIME — INST PU — GND PU — GND TIME — PML 7600 0 9-50 BLDG PANEL T-1 (Future) FUTURE 21 F3't 1600 AF LD PU — TBD AT \ LD — GE AKRU-50 JI• SD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 9-61 BLDG PANEL Al (Future) FUTURE 21 F44' 1600 AFLD PU — TBD AT \ LD — GE AKRU-50 J,SD PU — "SD TIME — INST PU — GND PU — GND TIME — PML 7600 0 SPARE . 21F5 is 1600 AF( LD PU — TBD AT \ LD — GE AKRU-50 JI.SD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 SPARE 21F6T 1600 AF( LD PU 0.75 1200 AT\ LD DELAY 1 GE AKRU-50 JI,SD PU 2 "SD TIME MIN I2T OUT INST PU 15 GND PU 0.60 GND TIME INT I2T OUT PML 7600 U 1CSN- L� 0 CD 0 MCC #10 (J —1.75) CHILLER RM ALTERNATE FEED IS 86F4 ONLY DURING MAINTENANCE 21F7� 1600 AF LD PU — TBD AT LD — GE AKRU-50 4, SD PU - SID TIME — INST PU - GND PU — PML GND TIME — 7600 SPARE 1.5" C , (3) #3 AWG , (1) #4 GND 2.5" C , (3) #4/0 , (1) #4/0 NEU, (1) #4 GND 0\E LINE DIAGRAv - SUBSTATION #21 SCALE: NONE 21F8!� 1600 AF( LD PU 1.0 600 AA LD DELAY 1 GE AKRU-50 4,ST PU 8 600A PLUG "ST DELAY MIN I2T OUT 800A CT PML 7600 GND PU 0.50 GND TIME MIN I2T OUT o 0 (2) #350 Neu, (1) 9-50 BLDG PANEL J-1.2 (600A) 480V m 75KVA 208Y/120V SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A UPDATED DRAWING 702416-03 R. ROHLER D. THOMSON 2-8-02 E 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 WH MAS 10.03.12 B UPDATED 15KV FEEDER INFORMATION 702416-03 R. ROHLER M. MORVICE 3-6-02 F 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 WH MAS 10.26.12 J INCORP REDLINES FOR PHASE 2B 522589-01 R. ROHLER M. MORVICE 6-11-02 G 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH ALJ 11.13.12 D AIR COMPRESSOR INSTL PHASE 702415-01 R. ROHLER M. MORVICE 10-19-02 - drawing clean up and as—founds — Aisaka 9-01-07 ei BOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R.ROHLER 21F94 TIE 1600 AF ( LD PU 0.75 1200 AT \ LD DELAY 1 GE AKRU-50�. SD PU 2 1600A PLUG SD TIME MIN I2T IN 1600A CT INST PU 15 GND PU 0.60 PML GND TIME INT 12T OUT 7600 LEGE\D GE\ERAL \OTES EFEK\CE DAW\CS 4000 AF( GND FAULT (INOP NOT CONNECTED TO ANOTHER SUB) 4000 A SD PU — GE AKR-100 * SD TIME — INST PU — GND PU — GND TIME — FUTURE CON \ECTIO\ To SU3 #28 (3) 4"C (3) #600 KCMIL, (1) #4/0 GND EA MCC #20 (J -1..5)5) AIR COMP #3, OIL .PMP COMPRESSOR RM AIR COMP #4, OIL PMP AIR COMP #5, OIL PMP R COM #2 300HP AIR COM #2 REMOVE CONDUCTORS BETWEEN PANEL & COMPRESSOR #1. REFER TO E519R. SEPARATE PERMIT AND APPROVAL REQUIRED DATE SUBTITLE 9-20-01 CHECKED R.ROHLER ENGINEER R. Rohler 9-20-01 9-20-01 M 13 FOR CONSTRUCTION REMOVAL RECEIVED CITY OF TUKWILA FEES 2 1 1,17.71 PERMIT CENTER 0 0 ONE LINE DIAGRAM - SUBSTATION #21 CURRENT REVISION 9-12092 SYMBOL DATE G 11.13.12 CHECKED APPROVED M. Morvice 9-20-01 APPROVED B. Armburst 9-20-01 TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. K - 1 SHEET E4S21 R JOB NO. 785615-01 COMP NO. DWG NO. D.C. 9-50-E4S21 R TAE9937: 05/09/12 2.5 (10) 3/4"C UNDERGROUND - (2) TO EACH COMPRESSOR (2) 3/4"C TO HONEYWELL CONTROLS 1.5 MCC #20 480V PNL J1.1 J1.0 ROUTE 0"IERHEAD TO COLUMN J2. THEN UVJERGROUND TO COMPRESSOR OR HONEYWELL CONTROLS .7774Jilt! (Bi E519 MEDIUM VOLTAGE MOTOR STARTERS J1.2 J1.3 (1) 4"C, & (2) 3/4"C 4"C 3) 3/4'C 0 COMP. 13,445 UNDERGROUND DUITS AT COL J2. 3/4"C 27,000 GALLON COMPRESSED AIR RECEIVER (NEW) 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) T (5) 3/4"C TO EA COMP. 0 0 0 \---(2) 3/4"C TO COL J2. n 480V DOUBLE EN EC SUBSTATION DC PWR DC PWR DC PWR COMP. R M EXF VFD 27,000 GALLON COMPRESSED AIR RECEIVER (NEW) 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) T (5) 3/4"C TO EA COMP. 0 0 0 \---(2) 3/4"C TO COL J2. n LOW VOLTAGE (480) IV SCALE'. NONE cc #20 n 480V CO\DUIT SCALE: NONE 3/4"C TO HONEYWELL PANEL E519 e)cCONTROL CKT CONDUIT POWER CONDUIT PLA\: TA -2000 CO\ SCALE: NONE CMCS WALL WALL CMCS J-1.3 CC 20 3/4"C TO COL. J2 CONTROL CKT 3/4" C (TO MCC #20) POWER CONDUIT 4"C PLA\. TA -2000 CONDUITS n SCALE: NONE E519 DUITS (B E519 cmc. -3 0 MVM6 0 VS 0 WALL J-1.3 J-1.3 0 CMCS TO COL J2 3/4"C TO HONEYWELL PANEL PLA\: TA -3000 C0\DUITS n SGLE NONE E519 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE NEXT CONSTRUCTION PHASE 702415-01 R. ROHLER M. MORVICE 10-18-02 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 WH MAS 10.03.12 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 WH MAS 10.26.12 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH ALJ 11.13.12 Q�BOE/NG° o�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED D VII LEGEND GE ERAL \OTES ALL CONDUITS TO BE RIGID STEEL - HOT DIPPED GALVANIZED. BURIED UNDERGROUND CONDUIT ROUTING - HORIZONTAL RUNS ARE ALLOWED TO BE PVC SCHEDULE 80. 90 DEGREE TURNS AND CONDUIT UP THRU CONCRETE SHALL BE RIGID STEEL GALVANIZED. UNLESS ADVANCE APPROVAL IN WRITTING BY BY PLANT ENGINEERING. ALL CONDUIT SHALL BE 24 INCHES BELOW CONCRETE SURFACE. OTHER WISE CONDUIT SHALL BE HUNG FROM THE CEILING - AS HIGH AS POSSIBLE OR ATTACHED TO THE WALL AS HIGH AS POSSIBLE. EFE FENCE PAWI\GS 9-50-E9B BUILDING AND EQUIPMENT GROUNDING 9-50-M460 MECHINICAL LAYOUT 9-50-E519 CONDUIT ROUTING COMPRESSOR (480V SYSTEM) 9-50-E522 CONDUIT ROUTING COMPRESSOR (120/208V SYSTEM). 9-50-E524 CONDUIT ROUTING COMPRESSOR CONTROL WIRING. CONSTRUCTIO\ \OTES REMOVE CONDUCTORS FROM EXISTING COMPRESSOR #1 BACK TO SOURCE. REFER TO 1E111R. DISCONNECT CIRCUIT BREAKER SERVING COMPRESSOR #1 IN MCC -20. PERMIT APPROVAL REQUIRED FOR CONSTRUCTION REMOVAL DATE SUBTITLE 10-31-01 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER CURRENT REVISION 9-12092 SYMBOL DATE 11.13.12 ENGINEER R. ROHLER 10-31-01 CHECKED APPROVED B. ARMBRUST 10-31-01 APPROVED M. MORVICE 10-31-01 TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. N/A DEV. CENTER, WA SHEET E519R JOB NO. 785615-01 COMP NO. DWG NO. 9-50-E519R TJOHNSTON: 9/27/2012 2:29:18 PM DC PWR DC PWR DC PWR COMP. R M EXF VFD SUB. R M EXF VFD FVNR COMP 4 OIL PUMP FVCOMP 5 OI OIL PUMP OG.PUMP8 MCC MAIN C/B COMP #2 C/B COMP' #1 C/B LOW VOLTAGE (480) IV SCALE'. NONE cc #20 n 480V CO\DUIT SCALE: NONE 3/4"C TO HONEYWELL PANEL E519 e)cCONTROL CKT CONDUIT POWER CONDUIT PLA\: TA -2000 CO\ SCALE: NONE CMCS WALL WALL CMCS J-1.3 CC 20 3/4"C TO COL. J2 CONTROL CKT 3/4" C (TO MCC #20) POWER CONDUIT 4"C PLA\. TA -2000 CONDUITS n SCALE: NONE E519 DUITS (B E519 cmc. -3 0 MVM6 0 VS 0 WALL J-1.3 J-1.3 0 CMCS TO COL J2 3/4"C TO HONEYWELL PANEL PLA\: TA -3000 C0\DUITS n SGLE NONE E519 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE NEXT CONSTRUCTION PHASE 702415-01 R. ROHLER M. MORVICE 10-18-02 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 WH MAS 10.03.12 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 WH MAS 10.26.12 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH ALJ 11.13.12 Q�BOE/NG° o�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED D VII LEGEND GE ERAL \OTES ALL CONDUITS TO BE RIGID STEEL - HOT DIPPED GALVANIZED. BURIED UNDERGROUND CONDUIT ROUTING - HORIZONTAL RUNS ARE ALLOWED TO BE PVC SCHEDULE 80. 90 DEGREE TURNS AND CONDUIT UP THRU CONCRETE SHALL BE RIGID STEEL GALVANIZED. UNLESS ADVANCE APPROVAL IN WRITTING BY BY PLANT ENGINEERING. ALL CONDUIT SHALL BE 24 INCHES BELOW CONCRETE SURFACE. OTHER WISE CONDUIT SHALL BE HUNG FROM THE CEILING - AS HIGH AS POSSIBLE OR ATTACHED TO THE WALL AS HIGH AS POSSIBLE. EFE FENCE PAWI\GS 9-50-E9B BUILDING AND EQUIPMENT GROUNDING 9-50-M460 MECHINICAL LAYOUT 9-50-E519 CONDUIT ROUTING COMPRESSOR (480V SYSTEM) 9-50-E522 CONDUIT ROUTING COMPRESSOR (120/208V SYSTEM). 9-50-E524 CONDUIT ROUTING COMPRESSOR CONTROL WIRING. CONSTRUCTIO\ \OTES REMOVE CONDUCTORS FROM EXISTING COMPRESSOR #1 BACK TO SOURCE. REFER TO 1E111R. DISCONNECT CIRCUIT BREAKER SERVING COMPRESSOR #1 IN MCC -20. PERMIT APPROVAL REQUIRED FOR CONSTRUCTION REMOVAL DATE SUBTITLE 10-31-01 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER CURRENT REVISION 9-12092 SYMBOL DATE 11.13.12 ENGINEER R. ROHLER 10-31-01 CHECKED APPROVED B. ARMBRUST 10-31-01 APPROVED M. MORVICE 10-31-01 TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. N/A DEV. CENTER, WA SHEET E519R JOB NO. 785615-01 COMP NO. DWG NO. 9-50-E519R TJOHNSTON: 9/27/2012 2:29:18 PM 20a 22b 2"C, 3#12 J -1.1/26a TO CHATSWORH BOX AT D9.1 SEE 1E60. 2"C, EMPTY b 20A SEE DWG. 1E64 FOR COOLING TOWER SERVICES GFI 20A 34b GFI J -1.3/21b ELECTROMAGNETIC LOCKS GR 20A 34b 1 u DIESE HORN DOOR LEAK & RED LIGHT ARMATURE PLATE XSJ 1.7/31—? RELEASE SWITCH ELECTROMAGNETIC LOCK POWER SUPPLY J -1.3/21b Leak Detection 2 Pt XSJ-1.7/20a BATTER DIESEL GENERATOR STAN BY POWER Y CHARGER BLOCK H 1/2"C, 4#12 J-1.1/14,16,18 CHEM FEED PUMP PWR sensors EATER XSJ-1.7/20a XSJ-1.7/22b 30KVA 100/100 E526 J1.1/32 REMOTE START FROM ATS 3/4" 2#12, #12G /2"C, 4#12 18c J-1.1/19,21,23 XSJ1.7 TANDBY POWER (3)1P20A 3)1P20A (SPARE) (2)1 P2 (2)1P20A' (3)1P20A 1009—HO 8311IH3 SEQUE TO XSJ-1.7 TEMPERATURE CONTROLLER COOLANT LEAK DETEC— TION 1"C 4#4 J-1.1/1,3,5 J 1.3/38a 17c J-1.3 17,19 L1 /8a AIR(14 — 3/4"R, 2#12 4 AIR— 3/ 2 12 DRYER J-1 3/24c t COMP #2 1.3/32. CTRL ' I'' _j CTRL PWR `PWR' .f wi,1 3/4"R, 2#12 TO J-1.3 CKT 32 L1 /8b 30/0.5A PNL. 1F2 3/4"R, 2#12 J -1.3/28b aIr—I€=rl.� • _. AIR— � r,.4fswims�. III i COMP 4 - . a�li i CTRL PWR SEE 1E62 1"C-4#6 TO 30KVA XFMR 2ND FLOOR PLATFORM SEE DWG. 2E62. 30X30 (3) 1 P20A BUS DUCT L2 (2) 1 P20A 1/2" LT FLEX, 2#12, #12 G (6 tYP) b CONTROLS PANEL L2/lcbc L2/labc //// 30X30 25 SEPARATE PERMITAND APPROVAL REQUIRED LL(LNU I:1:c 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE I:, 20A, 125V, 1 PHASE DUPLEX RECEPTACLE I: 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) ® 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP lit 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 14c O S • 15A, 125V, 1 PHASE, 4—PLEX RECEPTACLE 15A, 125V, 1 PHASE, 4—PLEX POWER POLE DATA POLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON—FUSED, XX AMPERES MOTOR STARTER, MAGNETIC CEP AIR—MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH DRYER CTRLMOTOR STARTER, MANUAL 4 PWR 115V MOTOR (SIZE AS NOTED) 30 ITI' SIZE AS NOTED) GE\RAL COTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 'EFE E\CE DRAWINGS 09-050—E567 09-050—E549 09-050—E4STBY REFER TO MECH M312 AND M314 FOR DETAILS PROVIDE POWER TO COMPRESSOR CONTROLLER AS SHOWN. PROVIDE POWER TO COMPRESSOR CONTROLLER. USE EXISTING RACEWAY & CB/CIRCUIT. PROVIDE POWER TO SEQUENCER PANEL. USE EXISTING RACEWAY & CB/CIRCUIT. FOR CONSTRUCTION ITO BUS L2/labc SEE 1E62 I --I TO BUS L2/7c SEE 1E62 BATTERY/CHARGER SECURITY PNL ADT CABINET PARTIAL 1ST FL0CH 208Y/120V POWER PLAN SCALE: 1/8" = 1'-0" REVISION APPROVED REVISION 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 9-50 PLANT AIR RETROFIT — IFC WH_12071 EXTR: 21-03 TOOL STORAGE 10.03.12 S POWER NEEDS 1001475276 VAVREK 10.26.12 11.13.12 180371-00 AISAKA VAVREK/AW IMO DOCK RECEIVING 110022-00 JEA/CASNE 6/17/99 9/14/01 T ADD UPS FOR CMCS WEST WALL U INSTALL DIESEL LEAK DETECTION V CONDENSATE DRAIN VALVES 2271081 ESBROOK AISAKA 10234056 VAVREK APPROVED DATE VAVREK 01.18.05 VAVREK 04.10.06 VAVREK 01-28-09 VAVREK 02.09.10 ME e.ff a o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN KIM BUN CHECKED M SUBTITLE 8 4 0 4 8 1.9 16 SCALE: 1/8" = 1 '-0" 1E60 O 1E61 1E62 PARTIAL 1ST FLOOR 208Y/120V POWER PLAN RE ,EIV 9-50 KEY PLAN CAV OF TUKWILA SCALE NONE CURRENT REVISION 9-12092 SYMBOL ENGINEER JOHN VAVREK CHECKED APPROVED 04/08/97 TITLE 9-50 PLANT AIR RETROFIT 9-50 BLDG. BOILER ROOM METERING #11005108 VAVREK VAVREK 09.15.10 APPROVED NAREN MEHTA 04/08/97 ELECTRICAL MASTER BUILDING 9-50.1 COL. F—N/-1-3 D.C. JOB NO. DWG NO. 52741901 EB 2 1 2013 PERMIT CENTER DATE 11.13.12 COMP NO. 9-50-1 E61 PNL J-1.0/38,40,42 TO PNL N5 IN 9-59 2"C—(4) #1+(1) #6 (GND) TO PANEL XP -5 (9-59 BLDG (1)2"C, (3) #6, (1) #8 (GND QUINCY COMPRESSOR 1 1/2 HP TO PNL XJ -1.5, CKT 14,16 EXHAUST FAN ROOM AIR PURGE HEATER FAN CONTROL BOX DOOR WITCH O LIMIT SWITCHES 30 .r-r����-■• #10 MCC -10 VERTICAL LIFT DOOR ■ 0 PNL J-1.2, CKT 8,10,12 #10 AWG J1.0/38,40,42 Y2"C,3#10 11!) XSJ-1.6/ 111 gf=I 32,34,36 u 111 _ IS (3)4"C, 3#350MCM & 4/0 GRD. EA. ii (3)4"C, 3#350MCM & 4/0 GRD. EA. (lil,' I II Vii, (3)4"C, 3#350MCM & 4/0 GRD. EA. P 3"C, 3#350MCM, 1/0 GRD. (4 TYP) 11 36x36x12 PB 36x36x12 PB J-1.0/14.16.18 DO W/ 48 m COOLING TOWERS SEE 9-050-1E115 15 KW HEATER HEAT R 11/2 HP FAN TO PNL J-1.2, 1), 3 0 CKT 2,4,6 #10 AWG 11 TO PNL J-1.2, CKT 20,22,24 #10 AWG I I J-1.0/8,10,12 Overhead Crane 87F3 36x36x12 PB CH -5003 87F5 87F9 CH -5002 CH -5001 (200HP(4 TYP) Q1 O MCC11/3 -MCC11/2 MCC12/2 2 MCC 12/3illak Noilik IL. (2) 4"C, (1) 4"C SPARE E538I (3) #500 KCMIL, (1) 36x36x12PB 86F9 CH -5004 P11 36x36x12 PB 1 I(2) 4"C, (1) 4"C PARE 336x36x12 PB (2) 4„ C, 3#500kcmil EA. _ (3) #500 KCMIL, (1) #4/0 GND EA 1 IA86F CH -5005 '—(ab 2"C, 3#2/0, 1 #3 GRD (4 TYP) 100HP(4 TYP) CWP -5024 CWP -5023 MCC13/2 MCC13/3 CWP -5022 MCC14/2 MCC14/3 CWP -5021 0 U a U 0, 1#3 GRD EA 86F6 87F6 it XC -1.9, CKT 14,16,18 CHWP-5003 3OHP 1 "CI 3#4, 1#8 GRD IMC 1 0/1 0 1"C, 3#4, 1#8 GRD MCC10/11 CHWP-5002 XSJ-1.6/7,9,111 3 1/2"AL 4#500 Kcmil, 1/0 GND TO STAND-BY ANEL XSE8 LOCATED IN 9-101, TUNNEL #1 C E538 XSJ-1.6/38,40,42 1 1/2"R 3#1/0, #40 250 KW STA\D-3Y GENERATOR 3 BREAKER INTEGRAL WITH GENERATOR LIMIT SWITCHE VERTICAL LIFT DOOR �� n PANEL J1.1 75 PANEL J1.0 3OHP TO SUB #28, 28F6 4"R 4#500Kcmil 87F8 -''86F5 0— CHWP-5001 QO 30HP 1 1"C, 3#4, 1#8 GRD MCC10 12 1 J-1.0/2,4,6 Y2"C,3#12 J-1.0/ 20,22,24 Y2"C,3# 10 U U U V s PNL 11J1.2 75 309 PNL J1.CMCS •ANEL CONEY TO 208/120V BUS DUCT 30 KVA SEE 1E61 J-1.2/19,21,23 OIn ` M l._ CV G) M 400A 1 1/4" SEE 9 LOAD BANK 225A B EMPTY YD -E110 2"R 3#4/0 .. 3 PULL BOX T1, 7,9,11 4"R, 4#500MCM-- 109 STANDBY PANEL XSJ1.6 STANDBY PANEL XSJ1.7 CMCS Conduit Ref Sheet M555 (3)4"C,3#300MCM & 4/0 GND Eq1 /0 GRD EA. (2 TYP) .7.11111 1"C, 3#4, 1#8 GRD MCC10/13 L CMCS & REFRIDGERATION LEAK DETECTOR (6 TYP) E530 E531 36x36x12 PB E513 XSJ-1.6/7,9,11 3 1/2"AL 4#500 Kcmil, 1/0 GND TO STAND-BY PANEL XSE8 LOCATED IN 9-101, TUNNEL #1 1 "C, 3#4, 1#8 GRD MCC10/14 i i 3HP CJ e FILTER PU,P CHWP-5004 3OHP CHWP-5005 (2) 4"C, 3#500kcmil EA. (3) 4"C, 3#500kcmil & 4/0 IGRD EA. rom Sub86/F2 CH -5006 /86F2.. AIM 1 "C, 3#4, 1118 GRD MCC10/151 © I (3) 2-1/2"C, 3#250kcmi, '1/0—GRD EA. REVISION MCC -10 EXHAUST FAN ROOM AIR PURGE 40.J , BY II 0/30 60/60 CMCS LV MOTORIZED DAMPER APPROVED DATE SYM 1.5"C, (3)#2 TO PNL J-1.2 CKT 26,28,30 1111011111111111111111 3OHP A—B PC COMPRESSOR CONT SUB 87 SUB 86 SUB 21 TO XJ -1.4 CKT 26, 28, 32 TO XJ -1.4 CKT SUB 29 2400V 3/4"C (START/RUN CKT.) TO MCC#20 (1)1/2"C, (3)#12, (1)#12 GND EXHAUST FAN (EFR-L2A) MONORAIL 2"R 3#4/0 ®� 3/4"C, 3#10 4 SQR. J—BOX 18' JT ROUTE CONDUIT FROM FLOOR PENETRATION POINT TO SAMPLE POINT LOCATION SHOWN ON PLAN VIEW (TYP.) STRAIN RELIEF (COMPRESSION TYPE) 1/4' OD POLY TUBING SAMPLE POINT INLET FILTER PROVIDE CONDUIT & BOX SUPPORTS AT INTERVALS REQUIRED BY NEC. FLOOR 3/4' EMT CONDUIT /4' CONDUIT BODY DETAIL- REFRIGERANT LEAK SAMPLE POINT SCALE NONE (TYPICAL FOR ALL LOCATIONS) TO PANELXA-3, & XD2 VIA 9-61 BLDG (1)2"C, (4)#2 TO PANEL XT -2 (1)1.5"C, (4)#2 VFD—PA J 1.4/32,34,36 PU1J2A PU J-1.2/7,8,11 13/4"C, 6#1 THRU MCC20 CHWP-5006 3OHP EXPANSION TANKS O OIL HTR ,3/4' C, 6# 12 THRU MCC20 OIL HTR J-1.2/38,40 43/4"C, 6#1 THRU MCC20 3HP OIL PUMP 4 _J 2400V COMP.#5 6 IL HTR TO SUB 29 VIA 2400V -MCC 4'C, 3#4/0, 1#2 GRD. (3 TYP) TO SUB 29 VIA 2400V -MCC TO SUB 29 VIA 2400V -MCC PNL J-1.2/ 31,33,35,#8 OIHP PNL J-1.2/ 5,27,29#12 TO MCC 20 —EXHAU FAN (EFR—J3A) 1 HP PARTIAL 1ST FLOOR 480Y SCALE: 1/8" = 1 REVISION 0" BY 277V POWE ROLL UP DOOR 2 HP AHU B.A.D. 15 HP AIR DRYER PC CONTROL 1 AIR DRYER HONEYWELL GAUGE PLA\ 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 WH MAS 10.03.12 F AC DRIVES FOR AIR COMP CHILL WTR PUMPS 55733700 ESBROOK APPROVED DATE VAVREK 12.22.05 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 WH MAS 10.26.12 G INSTALL SIDESTREAM FILTERING 577749-00 L. MAY VAVREK 10.31.07 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH ALJ 11.13.12 H REPLACE OLD CHILLER#5 57787801 ESBROOK VAVREK 02.01.08 INCORPORATE RED—LINES 52741901 BEIER BEIER 01/05/04 J PROVIDE AIR COMPRESSOR "ON" STATUS ESBROOK TAE 10.14.11 RECONFIGURE EMERGENCY POWER 53416801 BEIER VAVREK 4/30/04 K INSTALLATION FOR CH -5006 REPLACEMENT 12260281 ESBROOK TAE 10.14.11 TO LTG. SEE 1E11 102 S6 FOR ROLL UP DOOR gi,,M,E1G' • 106 30/NF 124 125 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.BUN CHECKED R.ROHLER ENGINEER R. ROHLER CHECKED JOHN J. VAVREK APPROVED M. MORVICE DATE 3.16.01 igqPARATE D REAL 1� CONDUIT BURIED IN SLAB PROVIDED BY OTHERS (NC). tit RECEIVED CITY OF TUKWILA FEB 2 1 23 PERMIT CENTER XK sa xxiNka MCCXX/Y LEGE\D 480 VOLT DROP-3—WIRE, 4—POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J—BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE AND VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER AUTOMATIC TRANSFER SWITCH MOTOR CONTROL CENTER XX/ SECTION Y CHWP CHILLED WATER PUMP GE\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. EFERE\CE NAWI\GS SEE SHEET E513 FOR BURIED CONDUIT RUNS. SEE SHEET E515 FOR BURIED CONDUIT RUNS. SEE SHEET E549 SEE SHEET E518 FOR BURIED CONDUIT RUNS. SEE SHEET E519 FOR BURIED CONDUIT RUNS. 6 > SEE SHEET E526 FOR BURIED CONDUIT RUNS. CO\S-RUCTIO\ NOTES NEW COMPRESSOR #1. PROVIDE CONDUIT, WIRE, SUPPORTS, BOXES FITTINGS AND CONNECTION FROM SUBSTATION #21. REFER TO SHEET E519. EXISTING. O FOR CONSTRUCTION SUBTITLE PARTIAL 1ST FLOOR 480Y/277V POWER PLAN 8 1 L_ 1E112 9�-SONEKEY PLAN S 4 0 4 8 0 16 SCALE: 1/8" = 1'-0" CURRENT REVISION 9-12092 SYMBOL DATE 11.13.12 11-17-02 11-17-02 11-17-02 APPROVED TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 DEV. CENTER WA SHEET JOB NO. 110022-00 COMP NO. DWG NO. 12:20:04 PM TJOHNSTON: 9/27/2012 REFER TO DRAWING 109-000-2000—E4 TO SUBSTATION #87 21F1 T 1600 AF LD PU — TBD AT LD — GE AKRU-50 .I. SD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 SPARE LINE 1 LINE 8 21 F2 T 1600 AF( LD PU — TBD AT LD — GE AKRU-50 .I• SD PU — SD TIME — INST PU — GND PU — PML GND TIME — CABLE TRAY C-L—X TYPE MV -105, #350 15KV, AL SHEATH 1 T13 UNIT SUBSTATION NEW 21 T 4000 AF 4000 AT GE AKRU-100`' LINE 1 LINE 8 CABLE TRAY C—L—X TYPE MV -105, #350 15KV, AL SHEATH 2500/3333 KVA Z=5.57% 480Y/277V 1 • �LD PU 1.0 K LD 1 SD PU 2.5 © SD TIME INT IN OUT GND PU 0.30 GND TIME MAX IN OUT J (3) 7600 9-50 BLDG PANEL T-1 (Future) FUTURE 21 F3' 1600 AFLD PU — TBD AT \ LD — GE AKRU-50 IAD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 L 9-61 BLDG PANEL Al (Future) FUTURE 21 F4 T 1600 AF LD PU — TBD AT C LD — GE AKRU-50 1SD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 SUBSTATION #21 480V/3P, 4000A, 100KAIC SEPT. 2012 - 30 DAY METER READING HIGHEST MEAN KVA = 523.181 HIGHEST MEAN AMP = 629.2889 EXISTING TAKEN OUT (OLD COMP. #1) = 299 KVA NEW ADDED LOAD (NEW COMP. #1) = 396 KVA TOTAL DEMAND LOAD = 620 KVA 746 AMP SPARE REFER TO DRAWING 109-000-2000—E4 TO SUBSTATION NEW #29 480 V, 4000 A, 3 PH, 4 WIRE (100 KAIC) (ABB W/GE CB) 21 F5 T 1600 AF( LD PU — TBD AT ` LD — GE AKRU-50 %LSD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 SPARE 21F6T 1600 AF( LD PU 0.75 1200 AT\ LD DELAY 1 GE AKRU-50 4,SD PU 2 "SD TIME MIN I2T OUT INST PU 15 GND PU 0.60 GND TIME INT I2T OUT PML 7600 (3) #600 KCMIL, (1) #4/0 GND MCC #10 (J —1.75) CHILLER RM ALTERNATE FEED IS 86F4 ONLY DURING MAINTENANCE 21 F7 T 1600 AF LD PU 0.75 1200 AT LD DELAY 1 GE AKRU-50 4,SD PU 2 SD TIME MIN I2T OUT INST PU 15 GND PU 0.60 PML GND TIME INT 12T OUT 21 F8 1600 AF( LD PU 1.0 600 AT LD DELAY 1 GE AKRU-50 1ST PU 8 600A PLUG "ST DELAY MIN I2T OUT 800A CT GND PU 0.50 GND TIME MIN I2T OUT PML 7600 U 1.5" C , (3) #3 AWG , (1) #4 GND 2.5" C , (3) #4/0 , (1) #4/0 NEU, (1) #4 GND ONE LI\E DIAGRA v (2) #350 Neu, (1) 0 LC) '7// 9-50 BLDG PANEL J-1.2 (600A) 480V 75KVA 208Y/120V — SUBSTATIO\ #21 SCALE: NONE 21F9T 1600 AF 1200 AT GE AKRU-50 1600A PLUG 1600A CT PML 7600 0 LD PU 0.75 LD DELAY 1 SD PU 2 SD TIME MIN I2T IN INST PU 15 GND PU 0.60 GND TIME INT I2T OUT LEGE\D '1. COORDINATE ELECTRICAL SHUTDOWN WITH BOEING FACILITIES. TIE I 4000 AF( GND FAULT (INOP NOT CONNECTED TO ANOTHER SUB) 4000 ATS LD — GE AKR-100 SJ. SD PU — SD TIME — GND PU INST PU — — GND TIME — FUTURE CO\\ECTIO\ TO SU3 #28 (3) 4"C (3) #600 KCMIL, (1) #4/0 GND EA MCC #20 (J -1.5) COMPRESSOR RM AIR COMP #3, OIL PMP AIR COMP #4, OIL PMP AIR COMP #5, OIL PMP AIR COM #2 300HP AIR COM #2 0\ PUC ion T S PROVIDE FEEDER TO NEW COMPRESSOR #1 AS SHOWN. REFER TO E519. USE EXISTING SPARE CB AND ADJUST TRIP SETTING: VFD FURNISHED BY MECHANICAL, INSTALLED BY ELECTRICAL. EXISTING AND NEW DEMAND LOAD CALCULATION. 30 DAY METERING INFO PROVIDED BY BOEING FAC LITY. pEPARATE PERMIT AAID APPROVAL QUIRE RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UPDATED DRAWING 702416-03 R. ROHLER D. THOMSON 2-8-02 E 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 WH MAS 10.03.12 UPDATED 15KV FEEDER INFORMATION 702416-03 R. ROHLER M. MORVICE 3-6-02 F 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 WH MAS 10.26.12 INCORP REDLINES FOR PHASE 2B 522589-01 R. ROHLER M. MORVICE 6-11-02 G 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH ALJ 11.13.12 AIR COMPRESSOR INSTL PHASE 702415-01 R. ROHLER M. MORVICE 10-19-02 drawing clean up and as—founds Aisaka 9-01-07 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R.ROHLER CHECKED R.ROHLER DATE 9-20-01 9-20-01 SUBTITLE ONE LINE DIAGRAM - SUBSTATION #21 CURRENT REVISION 9-12092 SYMBOL DATE 0 0 11.13.12 APPROVED BY DEPT. DATE ENCINEER R. Rohler 9-20-01 CHECKED APPROVED M. Morvice 9-20-01 APPROVED B. Armburst 9-20-01 TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. K - D.C. SHEET E4S21 JOB NO. 785615-01 COMP NO. DWG NO. 9-50-E4S21 TAE9937: 05/09/12 2.5 (2) (10) 3/4"C UNDERGROUND - (2) TO EACH COMPRESSOR (2) 3/4"C TO SEQUENCER MCC #20 480V COMP. #5 COMP. #4 COMP#1�"� 400HP, 480V/30 •'L J1.1 J1.0 ROUTE OVERHEAD TO COLUMN J2. THEN UNDERGROUND TO COMPRESSOR OR HONEYWELL CONTROLS �... —1 min los 1 (1) 4"C, & (2) 3/4"C ABANDONED UNDERGROUND (3) 3/4"C TO COM U F 'GROU INDUITS AT iBi E519 3,4,&5 VIA C 27,000 GALLON COMPRESSED AIR RECEIVER (NEW) (5) 3/4"C TO EA COMP. 2) 3/4"C TO COL J2. n TO SUB #21 900AT/1200AF CB (3) 4"C VOW DC PWR FVNR COMP 4 OIL PUMP fVNR COMP 5 OIL PUMP FVNR COMP 6 OIL PUMP MCC MAIN C/B DC PWR COMP. RM EXF VFD DC PWR SUB. RM EXF VFD COM' #2 C/B 1200, 480V, 3P, 3W CUTTLER HUMMER LOW VOLTAGE (480) SCALE: NONE Ucc #20 n E519 480V CO\DUIT ROUTI\G SCALE: NONE 3/4"C TO SEQUENCER J2. E519 CONTROL CKT CONDUIT a)c POWER CONDUIT PLA\: TA -2000 CONDUITS SCALE: NONE E519 r CMCS WALL WALL CMCS J-1.3 CC 20 3/4"C TO COL. J2 CONTROL CKT 3/4" C (TO MCC #20) POWER CONDUIT 4"C PLAN: TA -2000 CO SCALE: NONE vouirs � E519 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) MV WALL J-1.3 J-1.3 0 CMCS O O TO COL J2 3/4"C TO SEQUENCER PLAN: TA -3000 C0\DUTS 1-5 SCALE'. NONE E519 D D EQUIPMENT CONNECTION UNDERGROUND RACEWAY VFD - VARIABLE FREQUENCY DRIVE GE\EAL \OTES ALL CONDUITS TO BE RIGID STEEL - HOT DIPPED GALVANIZED. BURIED UNDERGROUND CONDUIT ROUTING - HORIZONTAL RUNS ARE ALLOWED TO BE PVC SCHEDULE 80. 90. DEGREE TURNS AND CONDUIT UP THRU CONCRETE SHALL BE RIGID STEEL GALVANIZED. UNLESS ADVANCE APPROVAL IN WRITTING BY BY PLANT ENGINEERING. ALL CONDUIT SHALL BE 24 INCHES BELOW CONCRETE SURFACE. OTHER WISE CONDUIT SHALL BE HUNG FROM THE CEILING - AS HIGH AS POSSIBLE OR ATTACHED TO THE WALL AS HIGH AS POSSIBLE. �EFHE\CE DRAWINGS 9-50-E96 BUILDING AND EQUIPMENT GROUNDING 9-50-M460 MECHINICAL LAYOUT 9-50-E519 CONDUIT ROUTING COMPRESSOR (480V SYSTEM) 9-50-E522 CONDUIT ROUTING COMPRESSOR (120/208V SYSTEM). 9-50-E524 CONDUIT ROUTING COMPRESSO' CONTROL WIRING. REFER TO ONE -LINE E4S21 SUBSTATION 21 REFER TO MECH M310 AND M313 FOR DETAILS CO\STRUCTIO\ NOTES ABANDON UNDERGROUND CONDUITS. NEW COMPRESSOR #1. PROVIDE CONDUIT, WIRE, SUPPORTS, BOXES, FITTINGS & CONNECTION FROM SUBSTATION #21. COORDINATE FEEDER ROUTING IN FIELD. PROVIDE LABELS FOR SPARE CB. SEPARATE APPROVAL REQUIRED RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION SYM A B C REVISION NEXT CONSTRUCTION PHASE 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 D 9-50 PLANT AIR RETROFIT — IFC WH_12071 702415-01 BY R. ROHLER WH WH APPROVED M. MORVICE MAS MAS DATE SYM 10-18-02 10.03.12 10.26.12 REVISION BY APPROVED DATE WH 11.13.12 Q�BOE/NC° cr— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED DATE 'SUBTITLE 10-31-01 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) CURRENT REVISION 9-12092 SYMBOL DATE D 11.13.12 l2 ENCINEER R.' ROHLER CHECKED TITLE 10-31-01 APPROVED B. ARMBRUST APPROVED M. MORVICE 10-31-01 10-31-01 ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. N/A SHEET E519 JOB NO. 785615-01 COMP NO. DEV. CENTER, WA DWG NO. 9-50-E519 480V DOUBLE ENDE SUBSTATION 3,4,&5 VIA C 27,000 GALLON COMPRESSED AIR RECEIVER (NEW) (5) 3/4"C TO EA COMP. 2) 3/4"C TO COL J2. n TO SUB #21 900AT/1200AF CB (3) 4"C VOW DC PWR FVNR COMP 4 OIL PUMP fVNR COMP 5 OIL PUMP FVNR COMP 6 OIL PUMP MCC MAIN C/B DC PWR COMP. RM EXF VFD DC PWR SUB. RM EXF VFD COM' #2 C/B 1200, 480V, 3P, 3W CUTTLER HUMMER LOW VOLTAGE (480) SCALE: NONE Ucc #20 n E519 480V CO\DUIT ROUTI\G SCALE: NONE 3/4"C TO SEQUENCER J2. E519 CONTROL CKT CONDUIT a)c POWER CONDUIT PLA\: TA -2000 CONDUITS SCALE: NONE E519 r CMCS WALL WALL CMCS J-1.3 CC 20 3/4"C TO COL. J2 CONTROL CKT 3/4" C (TO MCC #20) POWER CONDUIT 4"C PLAN: TA -2000 CO SCALE: NONE vouirs � E519 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) MV WALL J-1.3 J-1.3 0 CMCS O O TO COL J2 3/4"C TO SEQUENCER PLAN: TA -3000 C0\DUTS 1-5 SCALE'. NONE E519 D D EQUIPMENT CONNECTION UNDERGROUND RACEWAY VFD - VARIABLE FREQUENCY DRIVE GE\EAL \OTES ALL CONDUITS TO BE RIGID STEEL - HOT DIPPED GALVANIZED. BURIED UNDERGROUND CONDUIT ROUTING - HORIZONTAL RUNS ARE ALLOWED TO BE PVC SCHEDULE 80. 90. DEGREE TURNS AND CONDUIT UP THRU CONCRETE SHALL BE RIGID STEEL GALVANIZED. UNLESS ADVANCE APPROVAL IN WRITTING BY BY PLANT ENGINEERING. ALL CONDUIT SHALL BE 24 INCHES BELOW CONCRETE SURFACE. OTHER WISE CONDUIT SHALL BE HUNG FROM THE CEILING - AS HIGH AS POSSIBLE OR ATTACHED TO THE WALL AS HIGH AS POSSIBLE. �EFHE\CE DRAWINGS 9-50-E96 BUILDING AND EQUIPMENT GROUNDING 9-50-M460 MECHINICAL LAYOUT 9-50-E519 CONDUIT ROUTING COMPRESSOR (480V SYSTEM) 9-50-E522 CONDUIT ROUTING COMPRESSOR (120/208V SYSTEM). 9-50-E524 CONDUIT ROUTING COMPRESSO' CONTROL WIRING. REFER TO ONE -LINE E4S21 SUBSTATION 21 REFER TO MECH M310 AND M313 FOR DETAILS CO\STRUCTIO\ NOTES ABANDON UNDERGROUND CONDUITS. NEW COMPRESSOR #1. PROVIDE CONDUIT, WIRE, SUPPORTS, BOXES, FITTINGS & CONNECTION FROM SUBSTATION #21. COORDINATE FEEDER ROUTING IN FIELD. PROVIDE LABELS FOR SPARE CB. SEPARATE APPROVAL REQUIRED RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION SYM A B C REVISION NEXT CONSTRUCTION PHASE 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 D 9-50 PLANT AIR RETROFIT — IFC WH_12071 702415-01 BY R. ROHLER WH WH APPROVED M. MORVICE MAS MAS DATE SYM 10-18-02 10.03.12 10.26.12 REVISION BY APPROVED DATE WH 11.13.12 Q�BOE/NC° cr— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED DATE 'SUBTITLE 10-31-01 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) CURRENT REVISION 9-12092 SYMBOL DATE D 11.13.12 l2 ENCINEER R.' ROHLER CHECKED TITLE 10-31-01 APPROVED B. ARMBRUST APPROVED M. MORVICE 10-31-01 10-31-01 ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. N/A SHEET E519 JOB NO. 785615-01 COMP NO. DEV. CENTER, WA DWG NO. 9-50-E519