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HomeMy WebLinkAboutPermit PG13-027 - BOEING #9-50 - ALTERATIONBOEING #9-50 9725 EAST MARGINAL wys PG1 3-027 City olhukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: httn://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Project Name: BOEING #9-50 Permit Number: PG13-027 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: HENRY BIGGS Address: 11611 49 PL W , MUKILTEO WA 98275 Email: HBIGGS@UMCI.COM Contractor: Name: UNIVERSITY MECH CONTR INC Address: 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 AND RELOCATION OF (1) FLOOR DRAIN ALONG WITH MINIMAL ASSOCIATED PIPING Value of Plumbing/Gas Piping: $3,500.00 Uniform Plumbing Code Edition: 2009 Fees Collected: $120.75 International Fuel Gas Code Edition: 2009 Electrical Service Provided by: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied SIAS1 Date: i - I3 amir\ed this permit and know the same to be true and correct. All provisions of law and ordinances th, whether specified herein or not. The granting of this permit does not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions on the back of this permit. Signature: Date: / Z -A 3 Print Name: l t eLtfrn 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. D.in1n'L AAA 9_9A1'2 • r PERMIT CONDITIONS Permit No. PG 13-027 1: ***PLUMBING AND GAS PIPING*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: UPC -4/10 PG13-027 Printed: 04-12-2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only); PLUMBING / GAS PIPING 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 (A -g King Co Assessor's Tax No.: bOO, D -CO-I Site Address: 9725 East Marginal Way South Suite Number: na Tenant Name: Boeing - Support Services Group PROPERTY OWNER Name: Henry Biggs Name: Boeing City: Mukilteo State: WA Zip: 98275 Address: 9725 East Marginal Way South Email: HBiggs@UMCI.com City: Tukwila - State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Henry Biggs Address: 11611 - 49th Place West City: Mukilteo State: WA Zip: 98275 Phone: (206) 786-0515 Fax: (206) 365-1580 Email: HBiggs@UMCI.com New Tenant: Floor: ❑ Yes ..No na PLUMBING 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: 10/03/2014 Tukwila Business License No.: 0100752 Valuation of Project (contractor's bid price): $ 3,500 Scope of Work (please provide detailed information): Removal and relocation of (1) floor drain along with minimal associated piping. Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Group B1 Business H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 201 I bh Page I of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNAOR A A. er RIZED AGENT: Signature: Date: 02/20/2013 Greg Print Name: guson Day Telephone: (206) 802-8609 Mailing Address: 11611 - 49th Place West, Mukilteo, WA 982-, Mukilteo City H:\Applications\Forms-Applications On Line\201 I Applications\Plumbing Permit Application Revised 8.9-11.docx Revised: August 2011 bh WA 98275 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 lukwilar Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hto •//www ci tukwila wa us SET RECEIPT RECEIPT NO: R13-00854 Initials: JEM Payment Date: 02/21/2013 User ID: 1165 Total Payment: 259.41 Payee: STEVE BROOKS, UMC INC SET ID: S000001929 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount M13-049 PG13-027 TOTAL: 235.26 24.15 235.26 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 RECORD Retain a copy with permit Pg(3--021 INSPECTION NO. PERMIT NO. / / CITY OF TUKWILA BUILDING DIVISION V� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 \ V - Project: + a n -5 2 Type of Inspection : c CofooivDvuor- C Address: 912 s f. M6 e'Ukt, Date Call Li $_ F.` -AN - Special Instructions: 10 lV c O A Date Wante : -- Requester: Phone No: 7. (0- �r3-oU7 Approved per applicable codes.Ei Corrections required prior to approval. /,>' kreI tS COMMENTS:6,44— N -Pr . r 41) Jai A\6—k( 1 Insp ctor: Nti. 1.) A II Date: i „ 13 ri REINSPECTION FEE QUIRED. PriorIto next inspection, fee must be paid at 6300 Southcenter Blvd.; Suite 1'00. Call to schedule reinspection. February 27, 2013 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Henry Biggs University Mechanical Contractors Inc 11611 49 P1 W Mukilteo, WA 98275 RE: Correction Letter #1 Plumbing/Gas Piping Permit Application Number PG13-027 Boeing #9-50 — 9725 East Marginal Wy S Dear Mr. Biggs, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works Department has no comments. Building Department: Dave Larson at 206-431-3678 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File: PGI3-027 W: Permit Center\Correction Letters120131PG13-027 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: February 27, 2013 Project Name: Boeing #9-50 Permit # PG13-027 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The only page that appears to show plumbing scope is M461 also noted as 10 of 19. Other pages not related to plumbing work should be removed. 2. Please provide an isometric line drawing of the drain waste and vent piping depicting the change. 3. A note on page M461 states '/z" D to FD and points to two lines connecting to the floor drain. It is not clear as to what these are and how they connect to the floor drain Should there be questions concerning the above information please contact the Building Division at 206-431-3670. Page 2 of 2 •ERMIT COORD Cllr PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-027 DATE: 03/28/13 PROJECT NAME: BOEING #9-50 SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal X Response to Correction Letter # 1 _ Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: 11 I-4/ 1.•61-,3 Building Division I. Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 7;1, Incomplete ❑ DUE DATE: 04/02/13 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: TUESITHURS ROUTING: Please Route I) REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04/30/13 Not Approved (attach comments) ❑ DATE: Permit. Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: -*PERMIT COORD CMS PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-027 PROJECT NAME: BOEING #9-50 SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter #_ Response to Incomplete Letter # Revision # after Permit Issued DEPARTMEN S: Building Division III fUDIIC Wbrltf Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I% 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 ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route N, Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/26/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: '\ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: i City of Tukwila Department of Community Develop 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3- acs- \3 Plan Check/Permit Number: PG 13 -027 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 (;Ry MOO T[�nil�i►I ❑ Revision # after Permit is Issued MAR 2 9 Z013 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Boeing #9-50 Project Address: 9725 East Marginal Wy S Contact Person: 4£) 9't Cr(.., Phone Number: (2-00) 7 %( 0 -0 S7 r Summary of Revision: TCVNA �- / 1J0,� Pt.awaka& i2cLATr%..17/0%G£S Aar 9simodth, Su3wl cr- ►�G Wt `l(O\ of3cki \T6vN1 2 c ,tet -1>A )C L -A1 ,J. nl�tt� c-L0012.-daiNi ObitrJG 2� t2ovvi n 1 STt tJG LoC Aft oA) -1`o A ecovv,oNbATC en--2AzbEb AKTAT,. \7- EM 3 V -z: D To CAS Atirrow1AT iC Sheet Number(s):WM- 4(1 t&L./.11/41;Tt/3-cc-°&"'vt‘if,(fg°P—, aS""P "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit C nter by:Ol Entered in Permits Plus on tM \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Contractors or traaespeopie minter i-rienaiy rage rage 1 or Z • • 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 UNIVERSITY MECH CONTR INC UBI No. 578025176 Phone 2063649900 Status Active Address 11611 49Th PI W License No. UNIVMC*343N9 Suite/Apt. License Type Construction Contractor City Mukilteo Effective Date 8/29/1966 State WA Expiration Date 10/3/2014 Zip 982754255 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name yP Type Specialty 1 P y Specialty 2 P y 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 & 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 ft DEPOSIT CO OF MD 08965196 07/31/2009 Until Cancelled $12,000.0006/04/2009 05/01/2012 6 TRAVELERS CAS & 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 $1,000,000.00 05/01/2012 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 $1,000,000.00 09/22/2009 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 $250,000.00 09/21/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 04/11/2013 THE BOE/NG COMPANY SUPPORT SERVICES GROUP 9-50 BUILDING -PLANT AIR RETROFIT BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 PROJECT SITE FROM DOWNTOWN SEATTLE 0 14-01 900 soo 55 tfl 99 EXIT 158 EXIT 157 SYM 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT 599 TUKWILA DEVELOPME\TAL CENTER REVISION BY FROM KENT & AUBURN APPROVED 900 DATE NO SCALE SYM 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 * 294ML(OV2009) BOEING PROJECT. ENGINEER: THOMAS HANSON, AIA AT 206-947-4880 BOEING CONTACT: JOHN MURDOCH FAX NUMBER: 253-773-0119 PHONE: 253-773-0444 E—MAIL. lohn.s.murdochOboeing.com ZONING: OCCUPANCY GROUP: GROUP BI BUSINESS REVISION CONSTRUCTION TYPE. TYPE II -B ALLOWABLE AREA INCREASE. SPRINKLERED & 60' SET -BACK (NO CHANGES) OCCUPANT LOAD: (ALLOWABLE) NO CHANGE (TABLE 10-A) OFFICES OCC STORAGE OCC. LABORATORY OCC. CANOPY OCC. OTHER OCC. BUILDING HEIGHT: (ACTUAL) 44 FT STORIES: 2 FLOOR AREA: (ACTUAL) NO CHANGE BLDG GROSS TUNNEL FIRST FLOOR 1ST FLR MEZZ 2ND FLOOR 2ND FLOOR ME77 97,901 SF SQ FT SQ FT 54,821 SF SQ FT SQFT 43,080 SF SQ FT PROJECT AREA • SQ FT 1ST FLR 1454 SF SQ FT MEZZANINE ? ❑ (YES) 111 (NO) SQ FT FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NEPA 13 ? • (YES) El (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 DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) FLOOR: OFFICE MECH/STOR STAIRS (PSF) (PSF) (PSF) (PSF) CONCENTRATED: WIND: EXPOSURE 80 MPH, EXPOSURE C BY APPROVED DATE 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 raZewirAW ® REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of u Ila BUILDING I ISION DRAWING INDEX ARCHITECTURAL DRAWING NUMBER REV DRAWING TITLE 09-50-G1 COVER SHEET STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 09-50.1-1 S61 09-50.1 -S532 E FLOOR SLAB PLAN 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 PIPING SECTIONS AND DETAILS SEPARATE PERMIT' SQUIRED FOR: gllittionsnicei Eigmbhad pp Plumbic* ams Piping Cl, of Tukwila BUi'-r""G DIVISION No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. DRAWN ACCEPTAB LITY a S.REYNOLDS THIS DESIGN AND/OR SPECIFICATION IS APPROVED DATE 12.20.90 CODES AND PERMITS PROJECT TITLE: F-22/CRVS ROOM MODS JOB NUMBER: #12337259 QUANTITY SUBMITTED: ❑ 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT • 4 SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: ❑ BUILDING O PLUMBING SIE O MECHANICAL SIE O STRUCTURAL O GRADING O LANDSCAPE O DEMOLITION ❑— * TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION O PRESCRIPTIVE ❑ LPA 0 ANALYSIS • N/A SPECIAL INSPECTIONS REQUIRED: O WELD ❑ REBAR O STRUCTURAL BOLTING O OTHER CALCULATIONS TYPE N/A ATTACHED ❑ ELECTRICAL O FIRE PROTECTION O CANTILEVER RACKS ❑— ❑ CONCRETE O ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION (YES) (NO) DRAWING INDEX ELECTRICAL DRAWING NUMBER REV DRAWING TITLE 09-50-1 E61 R Z 09-50-1E111R N 09-50-E4S21 R G 09-50-E519R D 09-50-1 E61 Z PARTIAL 1ST FLOOR 208Y/120V POWER PLAN PARTIAL 1ST FLOOR 480Y/277V POWER PLAN ONE LINE DIAGRAM - SUBSTATION #21 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) PARTIAL 1ST FLOOR 208Y/120V POWER PLAN 09-50-1E111 N 09-50-E4S21 G 09-50-E519 PARTIAL 1ST FLOOR 480Y/277V POWER PLAN ONE LINE DIAGRAM - SUBSTATION #21 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM) FIRE PROTECTION DRAWING NUMBER REV DRAWING TITLE FII.EC,OpY Permit No. (s 0 Plan review app is � bo mid omission p al of construction docufl Au not authorize the violation of any adopted code or ani Receipt BY bait (2 City Ofibi BUILDING DIVISION L560,& 41' 4-0 re./0 e,e.. 46, ase- Slav I,- fru. )-i 2 Sze- i> �, �'� M !1 a 614 Ma % be,-, OdI /c� ED Y OF TUKWILA FEB 2 1 2013 PERMIT CENTER PROJECT TITLE: 9-50 PLANT AIR RETROFIT APPROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE COVER SHEET CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 COL. D.0 CURRENT REVISION 9-12092 SHEET JOB NO. SYMBOL G1 9-12092 DATE 11.13.12 DWG NO. 9-53—A1 CPECK: 11/16/2012 9:50:10 AM SYM REVISION BY APPROVED DATE SYM CONTRACTOR TO VERIFY LOCATION OF CURBS TO SUPPORT CHILLERS AND COORDINATE LOCATION OF ANCHOR BOLTS —10'= 18'-2" 7 20'-0" 20'-0" 20'-0" 3'-0" 8,-0" r I L 3"- 11 T/EXIST. SLAB = 15'-6" EDGE OF REPLACED 8" SLAB (TYP.) u L—t—J SAWCUT CONTROL JOINT EXIST. DRAIN PIPE CONTRACTOR TO LOCATE, DO NOT DISTURB` L " J NEW CHILLER ROOM TYP. CHILLER SUPPORT A(dhs\ 1 S61 A S523 12'-3" 1'-8» (±) w 1 TYP. x w EL. = 13.64'(±) 10' 1, 0 c0 TYP. @ KEYED JOINTMETAL 1S.1A S523 METAL KEYED JOINT AT GRID LINE (E.W. TYPICAL) ,, { r ,S, 20 6 -T- EL. = 12.82'(±) r L 1- J v L 4'-0" REVISION L L_ EXIST. 3" DRAIN PIPE (SEE NOTE 2 1 Ow - 2' —0' 0 35' It 20'— " OUTLINE OF EXIST. PILE CAP 3'—C" 0 r L_ N I — J EXIST. 12" CONC. SHEAR WALL SAWCUT T/PAD = CONTROL 15'-8" JOINT EL = 13.47'(±) w B 0 5— 1S61AIS523 6'-0" (±) EXIST; 3" DRAIN EL. = 13.01'(±) w U C.) STARTER PAD SAWCU- CONTROL JOINT PARTITION STUD WALL TO BE DEMOLI SHED & REPLACED AFTER —Alk NEW SLAB IS S523 SUBSTATION HOUSEKEEPING PAD HOUSEKEEPING PAD SUBSTATION BURIED UTILITY —1 VAULTS PER ELECT. DRWG'S 0 0 EXIST. CHILLER ROOM 5'-0"x5'-0" FEEDER BOX OVERHEAD SEE DETAILF( HANGER SUPPORTS \ 21-0" 13'-8" EDGE OF REPLACED 8" SLAB (TYP.) EXPANSION TANK TOP EL. 0 PILE CAP IS 2'-0' BFI OW E OOR SI n E L. (TYPICAL) EXIST. 12" CONC. SHEAR WALLS OUTLINE OF EXIST. PILE CAPS 10,-0" 12" OC EW TOP 1S61IS406 TYP (b\ 1S61 S521 I L — • 10'— " PLAN — FLOOR SLAB REPLACEMENT & HOUSEKEEPING PADS BY APPROVED DATE A RELEASE FOR UPGRADE COMPRESSED AIR #70241501 WEM 12.20.02 B REPLACE CHILLER (ADD HOUSEKEEPING PAD) WO#12260281 SC TWH 09.21.11 C 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 MKA P.T. RYAN 10.03.12 D 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 MKA P.T. RYAN 11.13.12 E 9-50 PLANT AIR RETROFIT — IFC WH_12071 MKA P.T. RYAN 11.13.12 � BOE/NG' a� 7' — " 1 I I J31-3„ r. O 0 0 OUTLINE OF EXIST. PILE CAPS 0 ro ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 0 N 0 —� 00 L _ DRAWN S. CHEN CHECKED J. RILEY ENGINEER R. ROBINSON CHECKED APPROVED APPROVED /2.5 Pc2 (3O2T7 LECE\D GE\E AL \OTES CG\S-RUCTIO\ \OTES EXPAND 6" HOUSEKEEPING PAD FOR NEW COMPRESSOR SAWCUT FOR NEW FLOOR DRAIN INFILL PER 2/S532 RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER 4' 0 4' 16' I= Ell IIIII SCALE: 1/8"=1' —0" DATE 10-30-01 10-30-01 10-30-01 FOR CONSTRUCTION SUBTITLE FLOOR SLAB PLAN MAGNUS SON Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 KLE ME N C I C Seattle Washington 98101-2699 ASSOCIATES • T:2062921200 F:2062921201 CURRENT REVISION 9-12092 SYMBOL E DATE —1-17131 TITLE STRUCTURAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F—L/-1-3 DEV. CENTER, WA SHEET 1S61 JOB NO. J# 702416-03 COMP NO. DWG NO. 9-50.1-1 S61 4,1 7.ne.17 nu u c 4,-9" 11 A 200 0 N) S532 T 1'_o„ s 11'-0" (CONTRACTOR TO VERIFY) A S532 EQUIP vENT PAD PARTIAL FLOOR PLAN SCALE: 1/4" = r -o.. REVISION BY (E) EQUIPMENT PAD APPROVED ROUGHEN SURFACE AND APPLY BONDING AGENT (LARSEN WELDCRETE OR APPROVED EQUAL) EXISTING SLAB R 00 FINISH TO MATCH EXISTING SLAB SAW CUT ALL CONCRETE EDGES 4 NEW CONCRETE SLAB f'c= 4000 PSI MIN PIPES AND/OR CONDUITS NOTES: 2" MIN 0 . 2 i/A A �A�A�A jr�. �rr�rr�rr�rr�rr�rr�rr SEE PLAN (MAX 3'-0") 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" #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 C.) n 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 1S61IS532 #4 DOWELS EQUAL SPACING EACH WAY ACROSS PAD. (MAX 4'-0" OC) I I—I,I I -1I I ROUGHEN & CLEAN SLAB SURFACE. APPLY BONDING AGENT PRIOR TO POUR. HOUSEKEEPING PAD SECTIO\ SCALE: 1 1/2" = 1'-0" CD 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 S532 DATE SYM REVISION BY APPROVED DATE 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 MKA MKA MKA P.T. RYAN 10.03.12 P.T. RYAN 10.26.12 P.T. RYAN 11.13.12 GENERAL NOTES 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 0 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 F'C 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: CONCRETE CAST AGAINST EARTH: ALL BAR SIZES: 3 INCHES ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA 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. 69-7 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 RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER 0 2 4 _11111111 SCALE: 1/4" = 1'-0" DATE 11.13.12 FOR CONSTRUCTION CHECKED B.P. ENFIELD NGINEER B.P. ENFIELD CHECKED P.T. RYAN APPROVED 11.13.12 SUBTITLE SECTIONS AND DETAILS MAGNUSSON II KL E ME N C I C ASSOCIATES ■ CURRENT REVISION 9-12092 SYMBOL 3 Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 DATE 11.13.12 11.13.12 11.13.12 APPROVED TITLE STRUCTURAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 SHEET JOB NO. S532 9-12092 DEV. CENTER, WA DWG ND. 9-50.1—S532 0 c c c u _ ".: I I—I,I I -1I I ROUGHEN & CLEAN SLAB SURFACE. APPLY BONDING AGENT PRIOR TO POUR. HOUSEKEEPING PAD SECTIO\ SCALE: 1 1/2" = 1'-0" CD 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 S532 DATE SYM REVISION BY APPROVED DATE 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 MKA MKA MKA P.T. RYAN 10.03.12 P.T. RYAN 10.26.12 P.T. RYAN 11.13.12 GENERAL NOTES 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 0 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 F'C 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: CONCRETE CAST AGAINST EARTH: ALL BAR SIZES: 3 INCHES ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA 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. 69-7 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 RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER 0 2 4 _11111111 SCALE: 1/4" = 1'-0" DATE 11.13.12 FOR CONSTRUCTION CHECKED B.P. ENFIELD NGINEER B.P. ENFIELD CHECKED P.T. RYAN APPROVED 11.13.12 SUBTITLE SECTIONS AND DETAILS MAGNUSSON II KL E ME N C I C ASSOCIATES ■ CURRENT REVISION 9-12092 SYMBOL 3 Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 DATE 11.13.12 11.13.12 11.13.12 APPROVED TITLE STRUCTURAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 SHEET JOB NO. S532 9-12092 DEV. CENTER, WA DWG ND. 9-50.1—S532 0 c c c u 11 1 )) 1- 2" STEAM 1 8"0 CHWS & R B.O.P. ELEVATION 13'- 1" AFF FOR COMPRESSOR'S COOLING SYSTEM CHWR CHWS 2 SEE DETAIL 1461 1555 1/4" COND M461 M55 ' - ;W 12" C/A PIPE B.O.P. ELEV. 20'-10" AFF. A 1 /4" TO CONTROL 6" CHWS AIR CONNECTION �. VANNIWAIIIIretirairAllilb iI/ banr.i�iiiil' 1 M 1 ilekillft ! ; �► tedrdeih a, �� -- �� ^� ��,�iii:i`ii� r-1 rip O�.�i`1 1 / % � '' ;%i��;r --- (I% —M461 M553 6" CHWR 6" CHWS (EXIST) 6" CHWS. 6" CHWR 1- 6" STM 10" C/A PIPE B.O.P. ELEV. 18'-10" AFF. 1/4" TO CONTROL AIR CONNECTION, TYP. (SEE SHEET #1M111) IIFFERENTIAL PRESSURE SWITCH mai 11 28" � W�� e]'lC•=1. �i ,�I�I��LI_ 68" 10" C/A PIPE B.O.P. ELEV. 16'-0" AFF. 12' C/A PIPE B.O.P. ELEV. 18'-10" AFF. 80"X28"X10" HIGH HOUSEKEEPING PAD EXISTI SIG 4" INLET x 6" OUTLET 15) PSI PRES. RELIEF VALVE RELOCATED FROM TI -1E 9-61 BLDG. 2" STM 1 1/4" COND 6" STM 1 1/4"COND 2.5 PARTIAL PIPING PLAN SCALE: 1/4"= 1'-0" REMOVAL PG(3-D�-� LEGEND CONSTRUCTION NOTES 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. FOR CONSTRUCTION SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE MODIFY COOLING WATER HEADER REVISE COMPRESSOR BLOWOFF WO # 1001271593 KGP RWS 06.28.04 587390-00 M.WONG RWS 10.06.08 C 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 irt7E,AW ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. PENROD CHECKED DATE 09.25.02 SUBTITLE PARTIAL PIPING PLAN FIRST FLOOR PLAN APPROVED BY DEPT. DATE 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 DEV. CENTER, WA RECEIVED CITY OF TUKWILA FEB 2 1 2013 O ©OPERMIT CENTER CURRENT REVISION 9-12092 SHEET SYMBOL M461 R DATE 0 0 0 0 JOB NO. WO # 1001271593 OMP NO. DWG NO. 9-50.1-M461 R /a /')n1') 7•')n•-41 AlA LAC n V F A CAL CF\FRAL \OTFS 1. 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. 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). STRUCTURA 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. 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. SYM REVISION 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 BY WH WH APPROVED DATE SYM REVISION BY APPROVED DATE GV 10.03.12 GV 10.26.12 B 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE VW:7 FOR CONSTRUCTION RECEIVED CITY OF TUKWILA FEB 2 1 2C13 PERMIT CENTER CHECKED SUBTITLE MECHANICAL GENERAL NOTES APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-53.1 CURRENT REVISION 9-12092 SHEET JOB NO. SYMBOL SK -M2 9-12092 DATE • —14 DEV. CENTER, WA DWG NO. 9 -50 -SK -M2 /a /7n17 7.17. 4 a 2-1/2" COMP#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: ONE COMPRESSOR TWO COMPRESSORS THREE COMPRESSORS FOUR COMPRESSORS FIVE COMPRESSORS 1st PUMP 30 HZ. 60 HZ. 60 HZ. 60 HZ. 60 HZ. 2nd PUMP 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) AIR COMPRESSOR'S COLLI\G WATER SYSTE AIS COvPRESSOR'S COOLING WATER SYSTEN SCALE: 1"=1" 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 REFERE\CE DRAWINGS CO\STRUCTION NOTES 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 SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REVISE CHILLED WATER LOOP J#557337-00 M.WONG RWS 12.19.05 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 D 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 QBOE/NG° o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M.WONG CHECKED DATE 10.31.05 SUBTITLE AIR COMPRESSOR'S COOLING WATER FLOW DIAGRAMS ENGINEER M.WONG CHECKED 10.31.05 APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 DEV. CENTER, WA CURRENT REVISION 9-12092 SHEET JOB NO. SYMBOL RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER DATE 12 7:22:08 AM ('(eo(9 M312 O. 557337-00 DWG NO. 9-50—M312 (E)14"0 SCH 80 PVC INLET PIPING (E)12"A (E)AIR INTAKE FILTER (E)AIR INTAKE FILTER (E)AIR INTAKE FILTER (E)AIR INTAKE FILTER ROOF (E)14"0 SCH 80 PVC INLET PIPING (E)4"A Equip I.D.: AC -1 SERVICE: SERVICE AIR RATE TYPE 1552 SCFM DIFF PRES: 125 PSIG DRIVER HP: 400 FOR CONTINUATION SEE ABOVE (E)12"A-\1/4 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 (E)12"A (E)14"0 SCH 80 PVC INLET PIPING (E)12"A (E)4"A AIR COMPRESSOR Equip I.D.: AC -3 (EXISTING) SERVICE: SERVICE AIR RATE TYPE 3000 SCFM DIFF PRES: 125 PSIG DRIVER HP: 600 (E)14"0 SCH 80 PVC INLET PIPING (E)4"A <A4C> (E)12"A 1 AIR COMPRESSOR Equip I.D.: AC -4 (EXISTING) SERVICE: SERVICE AIR RATE TYPE 3000 SCFM DIFF PRES: 125 PSIG DRIVER HP: 600 (E)14"0 SCH 80 PVC INLET PIPING (E)12"A (E)12"A (E)5"A 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- FLOOR A FOR CONTINUATION SEE BELOW .4 4• 4 EXISTING AIR DRYER 4 4• 4 „ .4 4 4• 4 4 A EXISTING AIR DRYER EXISTING AIR DRYER LEGEND POC POINT OF CONNECTION GENERAL \OTES REFERENCE DRAWINGS CONSTUCTIO \ NOTES 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 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 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 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12 L.AirOPEZAlfiG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE PIPING DIAGRAM ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 DEV. CENTER, WA CURRENT REVISION SHEET 9-12092 SYMBOL RECEIVED CITY OF TUKWILA 3 SK -M313 JOB N0. 9-12092 FEB 2 1 2013 PERMIT CENTER DATE DWG NO. 9 -50 -SK M313 11/9/2012 7:23:14 AM w 0- C.) 1-- CHWS CHWR CHWS �-- CHWR LEGEND POC POINT OF CONNECTION TO CENTRAL EMCS SYSTEM GENERAL NOTES REFERENCE DRAWINGS SEQUENCER +- CHWS 1 CHWR 1 CHWS 1-- CHWR SEQUENCE OF OPERATION: 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. 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. CO\STRUCTION NOTES 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 �- CHWR Oi FOR CONSTRUCTION RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER REVISION APPROVED REVISION APPROVED 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 10.03.12 10.26.12 ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED SUBTITLE APPROVED BY DEPT. DATE CHECKED ENGINEER TITLE 11.13.12 CHECKED APPROVED CONTROL DIAGRAM 9-50 PLANT AIR RETROFIT BUILDING 9-50 CURRENT REVISION 9-12092 SYMBOL DATE 11 JOB NO. APPROVED MECHANICAL MASTER DEV. CENTER, WA DWG NO. 9-12092 9-50-M314 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 LEGEND POC POINT OF CONNECTION TO CENTRAL EMCS SYSTEM GENERAL NOTES REFERENCE DRAWINGS SEQUENCER +- CHWS 1 CHWR 1 CHWS 1-- CHWR SEQUENCE OF OPERATION: 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. 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. CO\STRUCTION NOTES 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 �- CHWR Oi FOR CONSTRUCTION RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER REVISION APPROVED REVISION APPROVED 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 10.03.12 10.26.12 ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED SUBTITLE APPROVED BY DEPT. DATE CHECKED ENGINEER TITLE 11.13.12 CHECKED APPROVED CONTROL DIAGRAM 9-50 PLANT AIR RETROFIT BUILDING 9-50 CURRENT REVISION 9-12092 SYMBOL DATE 11 JOB NO. APPROVED MECHANICAL MASTER DEV. CENTER, WA DWG NO. 9-12092 9-50-M314 CHILLER (CH)SCHEDULE MARK NUMBER GPM 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 AMBIEIs F DB CT -5001 2200 90.04 80.04 - CT -5002 2200 90.04 80.04 - CT -5003 2200 90.04 80.04 - CT -5004 2200 90..04 80.04 - CT -5005 2200 90.04 80.04 - CT -5006 2200 90.04 80.04 - 3 KOBELCO KNW - OMP' SSED A ' SU" ' •;a►., o :1 ..4 .I T AIR 'F WB FANS FAN MOTORS SUMP HEATERS NO. RPM CFM NO. HP VOLTS NO. Kw REMARKS 70.00 70.00 70.00 70.00 70.00 70.00 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD 1 272 205,200 1 50 480 1 12 MARLEY NC8309H-2 CROSSFLOW COOLING TOWER WITH VFD 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 TYP E FLOW GPM TOTAL DYNAMIC HD FT H2O RPM MIN EFF APPROX. IMPELLER DIA. INCHES MOTOR HP V PH REMARKS CHWP-5001 CH WP- 5002 PRIMARY CHILLED WATER CHWP-5003 PRIMARY CHILLED WATER CHWP-5004 HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 PRIMARY CHILLED WATER CH WP- 5005 CHWP-5006 HORIZ SPLIT CASE PRIMARY CHILLED WATER HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 PRIMARY CHILLED WATER PRIMARY CHILLED WATER HORIZ SPLIT CASE HORIZ SPLIT CASE 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 1800 45 1765 75% 9.9 30 480 3 B&G MODEL HSC3 6x8x13 CH WP -5011 CHWP-5012 SECONDARY CHILLED WATER CHWP-5013 CHWP-5014 DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 SECONDARY CHILLED WATER SECONDARY CHILLED WATER SECONDARY CHILLED WATER DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770 84% 12.625 200 480 3 MG MODEL VSCS 10x12x13 DOUBLE SUCTION VERT. DISCHARGE 3000 150 1770 84% 12.625 200 480 3 B&G MODEL VSCS 10x12x13 CWP -5021 CWP -5022 CWP- 5023 CWP -5024 COOLING WATER DOUBLE SUCTION VERT. DISCHARGE 4400 50 1770 75% 10.5 100 480 3 B&G MODEL VSCS 12x14x12-1/2 COOLING WATER COOLING WATER DOUBLE SUCTION VERT. DISCHARGE COOLING WATER 4400 50 1770 75% 10.5 100 480 3 B&G MODEL VSCS 12x14x12-1/2 DOUBLE SUCTION VERT. DISCHARGE 4400 50 1770 75% 10.5 100 480 3 BO MODEL VSCS 12x14x12-1/2 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 MOTOR REMARKS BOARD NUMBER HP V PH CO1 F1 A REFRIGERATION ROOM CONTROL VA A RECIPROCATING 6.5 80 1740 60 120099 1.5 460 3 QUINCY QC01506S3A :. I' . 1 :! AC -1 COMPRESSED AIR SUPPLY ROTARY SCREW 1552 125 1740 - - 400 460 3 KOBELCO KNW - OMP' SSED A ' SU" ' •;a►., o :1 ..4 .I '.► e . Ce► .110V . , - :II 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 LEGEND GENERAL NOTES REFERENCE DRAWI\GS �G 13-0r7 FOR CONSTRUCTION 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 D REPLACE CHILLER CH -5006 13500 RWS RWS 10.12.11 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 APPROVED BY DEPT. DATE DRAWN RWS CHECKED DATE 06.21.02 SUBTITLE EQUIPMENT SCHEDULES ENGINEER RWS CHECKED 06.21.02 APPROVED APPROVED 06.21.02 TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 DEV. CENTER, WA CURRENT REVISION 9-12092 SHEET SYMBOL M360 RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER DATE 11.13.12 JOB NO. DWG NO. 13500 9-50-M360 COMP NO. 1 1 /O /')n1') 7.11.11 AAA LL a A na� 12" C/A PIPE B.O.P. ELEV. 20'-10" AFF. M461M55 AIR COMPRESSOR SEQUENCER -1- 6" CHWS & R VFD MOUNTED ON THE ENCLOSURE DOOR 8'10 CHWS B.O.P. EL 13'- 1" L_} ATION AIR COMPRESSOR #1 14"0 INLET PIPING CHWR CHWS -1- SLO TO 2 IN M461 M5'i3 FOR COMPRESSOR'S COOLING SYSTEM SEE DETAIL M461 M555 6" CHWS 6" CHWR STM STM 2" STEAM 7 CD CD CD l)) CD CD STU lL CD 4 (EXIST) 1 1/4" COND STM7 CD —STM CD L Li 6" STEAM 1 1/2" COND SLOPE TO DRIER FERENTIAL PRES . :1020k4 Emu ■�� ii� lil1 _G � 1x_:;,. SLOPE TO DRIER One CD 1/4" TO CONTROL AIR CONNECTION, TYP. (SEE SHEET #1M111) IFFERENTIAL PRESSURE SWITCH 12"0 2" INSULATION 6" CHWS FBF 10" C/A PIPE B.O.P. ELEV. 18'-10" AFF. 2" STM 6" CHWR 6" CHWS 6" CHWR STM 6" STM IFFERENTIAL PRESSURE SWITCH ()I 4'-1" EXISTI VG OUTLET RELIEF V FROM T 4' INLET x 6" 50 PSI PRES. VE RELOCATED E 9-61 BLDG. 10" C/A PIPE B.O.P. ELEV. 16'-0" AFF. 12' C/A PIPE B.O.P. ELEV. 18'-10" AFF. 80"X28"X10" HIGH HOUSEKEEPING PAD I PARTIAL PIPING PLAN SCALE: 1/4"= 1'-0" REVISION APPROVED REVISION APPROVED MODIFY COOLING WATER HEADER REVISE COMPRESSOR BLOWOFF WO # 1001271593 587390-00 M.WONG 06.28.04 10.06.08 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 10.03.12 10.26.12 11.13.12 — �BOE/NG' c� ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PENROD 2" STM 1 1/4" COND 6" STM 1 1 /4"GOND LEGEND GENERAL \OTES REVIEVi/ED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION REFERENCE DRAWINGS CONSTRUCTIO\ \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. RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION DATE 09.25.02 CHECKED SUBTITLE PARTIAL PIPING PLAN FIRST FLOOR PLAN (-04.1"7 H M ////460 CURRENT REVISION 9-12092 SYMBOL DATE ENGINEER K. PENROD CHECKED R. SQUIRES APPROVED R. SQUIRES APPROVED 09.25.02 09.25.02 09.25.02 TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F- -3 DEV. CENTER, WA SHEET M461 t 0 of t JOB NO. WO # 1001271593 COMP NO. DWG NO. 9-50.1-M461 ')n19 7.91.nn AAA 4 n c 4 1 SUF'I'UH I INLLI F'IF'INU ANU 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 B -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 14"O SCH 80 PVC INLET 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 L 12"0 C/A (�1 14"0 SCH 80 PVC INLET PIPING 1 1/4" CONDENSATE RETURN 6"0 CHWS&R 4"o ASHCROFT 5"0 "EVERYANGLE" THERMOMETER, 50' - 300' ASHCROFT 6"0 PRESSURE GUAGE, 0 PSI 200 PSI 14"O SCH 80 PVC INLET PIPING 700HP N 011100,300HP C::. ;Irtg i __ $ I ' 1111111.11111111111 00 .i it 1. i4 r 0111] :111111111111111111111111111 Ell -tomomumemmome1 i • — I •A I �i .• .•�I�,I�'IsU M1Ii� �1.I !�11"I%����IIQI'�U� IiX �r* �IIA!7..ii A0.11_ :1�.11- 1■11.w1A1 :I •° 0 WNW IOW (,i; Prr. i� .r..r.Mrrrrl•>r1�1/. 6" x 6" x 1" TEE ITH 6 X 1" RED., VALVE, AND /4" HOSE THD. ADAPTOR FOR RAIN CONNECTION SUl TR/ 10' 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: i/4"=1 3"0 CHWS&R FOR #3, #4 & #5 QD EXP 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. HONEYWELL X2600 DEMAND NDER. 2.5 M461 1953 B -LINE #63373-14 STD. RISER WITH ADJ. PIPE SADDEL W/YOKE (TYP.) EXISTING 4" INLET x 6" OUTLET 150 PSI PRES. WATER PIPING HEADER LAI) 1 . IiVVLIIV WATER PIPING HEADER SECTION • WATER PIPING HEADER B SCALE: 1/4"=1' 11 M4611M553 M553 2" VIC NO.10 90' LONG RAD. W/ 5D BALL VALVE W/ ACTUATOR PLUG fl SEE DWG. S526 FOR SUPPORT DETAIL STL. DRAIN 3LOWOFF CONTROLS CONPRESSO#3 (Sc SCALE: 1/4"=1'-0" PLUG J ' L M553 3" VIC NO.10 90' LONG RAD. W/ 5D 4� M553 RELIEF VALVE RELOCATED ;:?. u- FROM THE 9-61 BLDG. I((I v. ;., a ( O I (n J 1 I - 12"0 C/A ,, ., ^ L 16 III AOTORIZ 1 YSIEM O O o ® es Q "EVERYANGLE" ISOLATION O O O ALVE ' I � ‘-- Oo 0 ASHCROFT 5"0 THERMOMETER, 50' - 300' ON BOTH INLET AND DISCHARGE ASHCROFT 6"0 PRESSURE • �� (EXIST.) 6 C/A 2" CHWS & R , 6"0 C/A 2" CHWS 6"0 C/A & R N. 8"0 SPRINKLER LINE 2" CHWS & R GUAGE, BOTH 6"0 CHWS & R 0 PSI INLET 1, - 200 PSI ON ND DISCHARGE I , , :::I:= _IM ,s0 V. Z — —�_ — — AM ICIC . I _ •I• •I, i. 11 tic," l� - _ 6"%% VIC-300 MANUAL 0r CHW 'PORT HWS&R OFF ISOLATION VALVE ON INLET AND DISCHARGE (NEW) j j it -- _ i o 1 N ,PEZE HINNGER AT Ir , �, �'o RIF i- ' 71 .•" _� /r __, '' 1/4011:10f a; 11 Ir - _ _ _ 71 11~ an' , 0 INTERV LS ff 1` JI A�r'I r' 1�r i// riI rl ` �r' Co /® - - /®_ iiia a - - JI _ _ qq C'MU/'NNW ^ r. N _ _ nye_,I► /PAkrif I-ie�r ' I tire -11. r\,IlsT tNe...1 II Ili rvic T rnnl 111/4Ir. r\ACT rnnl ILIr_ SUPPORT 2 WATER PIPING HEADER LAI) 1 . IiVVLIIV WATER PIPING HEADER SECTION • WATER PIPING HEADER B SCALE: 1/4"=1' 11 M4611M553 M553 2" VIC NO.10 90' LONG RAD. W/ 5D BALL VALVE W/ ACTUATOR PLUG fl SEE DWG. S526 FOR SUPPORT DETAIL STL. DRAIN 3LOWOFF CONTROLS CONPRESSO#3 (Sc SCALE: 1/4"=1'-0" PLUG J ' L M553 3" VIC NO.10 90' LONG RAD. W/ 5D 4� M553 P• -SEE DWG. S526 FOR SUPPORT DETAIL —(E)2 1 /2"CHWS - (E)2 1 /2"CHWR MODIFIED CONC PAD, SEE STRUCTURAL •"-_3�" STL. DRAIN F 1� BLOWOFF CONTROLS COMPRESSOR #5 SCALE: ,/a'=,' -o' 12" C/A PIPE B.O.P. ELEV. 20'-10" AFF. M553 SECTIO\ SCALE: 1/2"=1'- " M553 12"5 C/A TO RECIEVER LJ+ ASHCROFT 5"0 "EVERYANGLE" 12"0 C/A THERMOMETER, 50' - 300' ON BOTH INLET AND DISCHARGE ASHCROFT 6"0 PRESSURE GUAGE, 0 PSI - 200 PSI ON BOTH INLET AND DISCHARGE &R PIPING TO DRIER OFF OF WALL WITH FRAMING CHANNEL ATTACHED TO WALL STUDS. 0 N.O. N.C. APT/HONEYWELL BMX1600 DEMAND EXPANDER WITH FACTORY INSTALLED MANUAL BYPASS REMOVED. APT/HONEYWELL QDMX2600 DEMAND EXPANDER. 80" WIDE X 28" DEEP X 10" HIGH HOUSEKEEPING PAD G 0-11 SECTION SCALE: 1/4"=1'-0" 10"0 C/A TO PLANT --\41 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RELEASE FOR CONSTRUCTION 523384-03 KGP RWS 04.01.03 REVISE COMPRESSOR BLOWOFF 587390-00 M.WONG RWS 10.01.08 B 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 C 9-50 PLANR AIR RETROFIT - 95% IFR WH_1.2071 WH GV 10.26.12 D 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12. Q�BOE/NG' ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. PENROD CHECKED DATE 8.21.01 SUBTITLE re M461IM553 PIPING SECTIONS & DETAILS CO\STRUCTIO\ OYES 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 TUKWIL F w 2 1 2013 PERMIT CENTER FOR CONSTRUCTION APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 DEV. CENTER, WA CURRENT REVISION 9-12092 SHEET SYMBOL M553 DATE 11.13..12 JOB N0. 587390-00 COMP COMP NO. DWG NO. 9-50-M553 ., UTAe,.. i AA tie r%A C".AI3 i1i1 CPECK: 11/9/2012 7:19:54 AM 1 u- o1 a P• -SEE DWG. S526 FOR SUPPORT DETAIL —(E)2 1 /2"CHWS - (E)2 1 /2"CHWR MODIFIED CONC PAD, SEE STRUCTURAL •"-_3�" STL. DRAIN F 1� BLOWOFF CONTROLS COMPRESSOR #5 SCALE: ,/a'=,' -o' 12" C/A PIPE B.O.P. ELEV. 20'-10" AFF. M553 SECTIO\ SCALE: 1/2"=1'- " M553 12"5 C/A TO RECIEVER LJ+ ASHCROFT 5"0 "EVERYANGLE" 12"0 C/A THERMOMETER, 50' - 300' ON BOTH INLET AND DISCHARGE ASHCROFT 6"0 PRESSURE GUAGE, 0 PSI - 200 PSI ON BOTH INLET AND DISCHARGE &R PIPING TO DRIER OFF OF WALL WITH FRAMING CHANNEL ATTACHED TO WALL STUDS. 0 N.O. N.C. APT/HONEYWELL BMX1600 DEMAND EXPANDER WITH FACTORY INSTALLED MANUAL BYPASS REMOVED. APT/HONEYWELL QDMX2600 DEMAND EXPANDER. 80" WIDE X 28" DEEP X 10" HIGH HOUSEKEEPING PAD G 0-11 SECTION SCALE: 1/4"=1'-0" 10"0 C/A TO PLANT --\41 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RELEASE FOR CONSTRUCTION 523384-03 KGP RWS 04.01.03 REVISE COMPRESSOR BLOWOFF 587390-00 M.WONG RWS 10.01.08 B 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 WH GV 10.03.12 C 9-50 PLANR AIR RETROFIT - 95% IFR WH_1.2071 WH GV 10.26.12 D 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH GV 11.13.12. Q�BOE/NG' ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. PENROD CHECKED DATE 8.21.01 SUBTITLE re M461IM553 PIPING SECTIONS & DETAILS CO\STRUCTIO\ OYES 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 TUKWIL F w 2 1 2013 PERMIT CENTER FOR CONSTRUCTION APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50 DEV. CENTER, WA CURRENT REVISION 9-12092 SHEET SYMBOL M553 DATE 11.13..12 JOB N0. 587390-00 COMP COMP NO. DWG NO. 9-50-M553 ., UTAe,.. i AA tie r%A C".AI3 i1i1 CPECK: 11/9/2012 7:19:54 AM 2"C, 3#12 J -1.1/26a TO CHATSWORH BOX AT D9.1 SEE 1E60. CSEE DWG. 1E64 FOR COOLING TOWER SERVICES 34b 20A GFI J -1.3/21b ELECTROMAGNETIC LOCKS 20a 22b 11 11 1! 11 11 11 11 11 1I 1I I u DI ESE LEAK HORN & RED LIGHT DOOR RELEASE SWITCH ELECTROMAGNETIC LOCK POWER SUPPLY J -1.3/21b Leak Detection 2 Pt ARMATURE PLATE XSJ 1.7/31—? BATTER XSJ-1.7/20a BLOCK IH sensors 1/2"C, 4#12 J-1.1/14,16,18 DIESEL GENERATOR STANBY POWER Y CHARGER EATER XSJ-1.7/20a XSJ-1.7/22b a LLFLh 30KVA 100/100 A XSJ-1.7/20,22 J-1.3/21 3/4" 6#12 £005-H3 a3TIIH0 E526 J1.1/32 XJ1.5 EMERGENCY POWER 1 J1.3 /1 REMOTE START FROM ATS 3/4" 412, #12G 2005-H3 H311I140 XSJ1.7 TANDBY POWER 3)1 P20 (SPARE) (2)1 P2 (3)1P20A--- (2)1P20A' (3)1P20A 1005-H0 21311IH0 14a LLULINU I: 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE Imo, 20A, 125V, 1 PHASE DUPLEX RECEPTACLE I: 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 av AIR—MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH DRYER CTRLMOTOR STARTER, MANUAL 0 PWR 115V MOTOR (SIZE AS NOTED) �O 208 OR 230V MOTOR (SIZE AS NOTED) Kau GE J 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. COMPRESS PANEL CONTR TO XSJ-1.7 TEMPERATURE CONTROLLER COOLANT LEAK DETEC— TION L1 /8b DEFERENCE DRAWINGS 09-050—E567 09-050—E549 09-050—E4STBY 09-050-530 & 531 1"C 4#4 J-1.1/1,3,5 17c J-1.17,19 L1 /8a TO J-1.3 CKT 32 CO\STRUCTIO 2"C, EMPTY PNL. 1F2 3/4"R, 2#12 ° J-1.328 ° r-41"r� = AIR— COMP 07 CTRL 1"C-4# 6 TO 30KVA XFMR 2ND FLOOR PLATFORM SEE DWG. 2E62. 30X30 (3) 1 P20A BUS DUCT L2 SEE 1E62 (2) 1 P20A 1/2" LT FLEX, 2#12, #12 G 6 tYP) 15 1• PARTIAL 1ST FLOOR 208Y/120V POWER PLAN BATTERY/CHARGER SECURITY PNL ADT CABINET REVISION APPROVED REVISION X 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 Y 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 9-50 PLANT AIR RETROFIT — IFC WH_12071 F EXTR: 21-03 TOOL STORAGE 10.03.12 S POWER NEEDS 1001475276 VAVREK 10.26.12 11.13.12 180371-00 AISAKA VAVREK/AW 6/17/99 T ADD UPS FOR CMCS WEST WALL U INSTALL DIESEL LEAK DETECTION V CONDENSATE DRAIN VALVES IMO DOCK RECEIVING 110022-00 JEA/CASNE 9/14/01 2271081 ESBROOK AISAKA 10234056 VAVREK APPROVED DATE VAVREK 01.18.05 VAVREK 04.10.06 VAVREK 01-28-09 VAVREK 02.09.10 BOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY \ \OYES REMOVE EXISTING SEQUENCER CONTROL PANELS AND CONNECTIONS TO CMCS SYSTEM. REMOVE ASSOCIATED CONTROL WIRES AND ABANDON UNDERGROUND CONDUITS. 1)Gro):--i 0 FOR CONSTRUCTION >!TO BUS L2/labc SEE 1E62 1--1 TO BUS L2/7c SEE 1E62 DRAWN KIM BUN CHECKED 1E60 RECEIVED CITY OF TUKWILA FEB 2 1 20;3 PERMIT CENTER j . 1E61 1E62 REMOVAL SUBTITLE PARTIAL 1ST FLOOR 208Y/120V POWER PLAN ENGINEER JOHN VAVREK CHECKED APPROVED 04/08/97 TITLE 9-50 BLDG. BOILER ROOM METERING #11005108 VAVREK VAVREK 09.15.10 APPROVED NAREN MEHTA 04/08/97 ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F—N/-1-3 8 9-50 KEY PLAN SCALE NONE 0 4 16 NM MN CALE: 1/8" =- 1'- CURRENT R=VISION 9-12092 SYMBOL 13 M O Nr) D.C. JOB NO. DWG NO. 52741901 COMP NO. 9-50-1 E61 R 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 11' 30_1: m■I im #10 36x36x12 PB MCC -10 DOOR WITCH 0 PNL J-1.2, CKT 8,10,12 #10 AWG J1.0/38,40,42 Y2"C,3# 10 li Its ' -■ il■ ■ 111 Mir ‘lli o&- (3)4"C, 3#350MCM & 4/0 GRD. EA. XSJ-1.6/ 32,34,36 LIMIT SWITCHES VERTICAL LIFT DOOR • 111/ J-1.0/14.16.18 (3)4"C, 3#350MCM & 4/0 GRD. EA. 36x36x12 PB DOCIIR HEAT R W/11/2HPFAN TO PNL J-1.2, 480V, 3 0 CKT 2,4,6 #10 AWG TO PNL J-1.2, CKT 20,22,24 #10 AWG COOLING TOWERS SEE 9-050-1E115 15 KW HEATER s 171Jnwarm `® g I{ 11 0 Ii II II I I1 11 11 J-1.0/8,10,12 Overhead Crane 87F3 36x36x12 PB CH -5003 87F5 � II (3)4"C, 3#350MCM & 4/0 GRD. EA. 87F9 -� 3"C, 3#350MCM, 1/0 GRD. (4 TYP) c E538 36x36x12 1 36x36x12 PB (2) 4"C, 3#500kcmil EA. 3 36x36x12 PB I1 CMCS & REFRIDGERATION LEAK DETECTOR (6 TYP) E530 E531 36x36x12 PB E CH -5002 CH -5001 200HP(4 TYP) O • O • .--(Do 1• 4 43 J O43 43 � Ory h0N/ r`Zy' r`ry' i V- 11--MCc11/2 MCC11/3 MCC12/2 C12/3 11' 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 U U MCC14/3 CWP -5021 U U , 1#3 GRD EA 14 86F6 87F6 XC -1.9, CKT 14,16,18 CHWP-5003 30HP r---- 1 "C 3#4, 1#8 GRD MC 10/10 1"C, 3#4, 1#8 MCC10/11 GRD CHWP-5002 30HP TO SUB #28, 28F6 4"R 4#500Kcmil XSJ-1.6/7,9,111 E538 XSJ-1.6/38,40,42 1 1/2"R 3#1/0, #4G 250 KW STAND -3Y GENERATOR F PANEL J1.1 75 PANEL J1.0 3 1/2"AL 4#500 Kcmil, 1/0 GND TO STAND-BY ANEL XSE8 LOCATED IN 9-101, TUNNEL #1 8v 2 ;,.-"86F5 1 CHWP-5001 30HP 1"C, 3#4, 1#8 GRD MCC10 12 J-1.0/2,4,6 "C,3# 12 CMCS Conduit Ref Sheet M555 MCC #11 - (3)4"C,3#300MCM & (3) #500 CKCMIL1) C (1)AR4/0 GND EAE 1 /0 GRD EA. (2 TYP) W5 CH -5004 86F EEM 1"C, 3#4, 1 #8 GRD MCC10/13 4 L--- (2) 4"C, (1) 4"C pPARE (3) #500 KCMIL, ('1) #4/0 GND EA CH -5005 3HP FILTER PU J-1.0/ 20,22,24 Y2"C,3#10 U U COMPRESSOR CONT U U e PNL J1.2 75 30B PNL J1.3 . CMOS S 'ANEL J-1.2/19,2 ,23 EMU TO 208/120V BUS DUCT 30 KVA SEE 1E61 3 BREAKER INTEGRAL WITH GENERATOR LIMIT SWITCHE VERTICAL LIFT DOOR LOOA 0A NI ■-SNI • LOAD BANK 225A r O 109 PULL BOX I T1, 7,9,11 4"R, 4#500MCM- ` STANDBY PANEL XSJ1.6 STANDBY PANEL XSJ 1.7 U N SUB 87 SUB 86 SUB 21 TO XJ -1.4 CKT 26, 28, 33 TO XJ -1.4 CKT .32, 34, 36 P CHWP-5004 1"C, 3#4, 1#8 GRJ MCC10/14 - I L 30HP CHWP-5005 (2) 4"C, 3#500kcmil EA. (3) 4"C, 3#500kcmil & 4/0 GRD EA. rom Sub86/F2 BL L� CH 5006 _ifi_F2. 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 MCC10/15 t (3) 2-1/2"C, 3#250kcmi, `1/0 -GRD EA. MCC -10 EXHAUST FAN ROOM AIR PURGE 0/30 60 60/60 1.5"C, (3)#2 TO PNL -1.2 CKT 26,28,30 CMCS LV MOTORIZED DAMPER REVISION BY APPROVED DATE SYM 30HP VFD-P VFD-P SUB 29 2400V 3/4"C (START/RUN CKT.) 3CA TO MCC#20 (1)1/2"C, (3)412, (1)#12 GND EXHAUST FAN (EFR-L2A) 11 09 10 #10 MONORAIL 12"R 3#4/0 1 1 12"R 3#4/0 1 v*-- 3/4"C, 3#10 18' 12' 4 SUR. J -BOX 1/4' DD 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.) •� u u STRAIN RELIEF (COMPRESSION TYPE) 3/4' EMT CONDUIT /4' CONDUIT BODY CONDUIT BURIED IN SLAB PROVIDED BY OTHERS (NIC). DETAIL- REFRIGERANT LEAK SAMPLE POINT A 1E53 SCALE: NONE (TYPICAL FOR ALL LOCATIONS) TO PANELXA-3, & XD2 VIA 9-61 BLDG (1)2"C, (4)112 TO PANEL XT -2 (1)1.5"C, (4)42 J1 4/32,34,36 AIR DRYER # PU1J2A PU J2B 3/4" C, 68#1 1 THRU MCC20 CHWP-5006 30HP EXPANSION TANKS OIL HTR J 1.2/1314,17 �3/4"C, 6# 12 THRU MCC20 OIL HTR J-1.2/38,40 42 13/4"C, 61 THRU MCC20 5HP OIL PUMP TO MCC#20 .. EXHAUST FAN (EFR-J3A) 1 HP 0- 2400V -MCC 4 � 2400V COMP.# 1 3HP OIL PUMP 2400V -MC C 2400V i COMP.#4 o - 3HP OIL PUMP 2400V -MCC$ 2400V COMP.#5 IL HTR AIR DRYER # 4"C, 3#4/0, 1#2 GRD. (3 TYP) AIR DRYER # PNL J-1.2/ 31,33,35,#8 IDNL J-1.2/ 25,27,29#12 PARTIAL 1ST FLOOR SCALE: 1/8" = 1'-0" REVISION 480Y/277V POWE 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 ROLL UP DOOR 2 HP AHU B.A.D. •,,,,O 15 HP AIR DRYER PC CONTROL TO LTG. W--• SEE 1E11 107 109 111 125 AIR DRYER HONEYWELL GAUGE 106 PLAN 102 106 S6---- FOR 6-FOR ROLL UP DOOR IN Q�- BOElNG' 106 30/NF 124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE LEGEND 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 AL TRANSFORMER, CAPACITY, PHASE AND VOLTAGE AS SHOWN ▪ GROUND 480V 3 PHASE MOTOR ® MOTOR STARTER, MAGNETIC CV MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH ® MOTOR STARTER, MANUAL xx/CO DISCONNECT SWITCH, NON-FUSED, XX AMPERES ® MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER AUTOMATIC TRANSFER SWITCH MCCXX/Y MOTOR CONTROL CENTER XX/ SECTION Y CHWP CHILLED WATER PUMP DG.E 3-0�"7 FOR CONSTRUCTION DRAWN K.BUN CHECKED R.ROHLER ENGINEER R. ROHLER CHECKED JOHN J. VAVREK APPROVED M. MORVICE DATE 3.16.01 GENERAL NOTES 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. DEFERENCE DRAWI\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. CONSTRUCTION NOTES REMOVAL SUBTITLE PARTIAL 1ST FLOOR 480Y/277V POWER PLAN 11-17-02 11-17-02 11-17-02 APPROVED TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 COL. F -N/-1-3 DEV. CENTER, WA 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 PERMIT CENTER 8 1E112 9-50 KEY PLAN SCALE NONE 4 0 4 L 8 16 INN 1E11 1=1 MN SCALE: 1/8" = 1'-0" CURRENT REVISION 9-12092 SHEET SYMBOL N JOB NO. 110022-00 DWG NO. 12:20:04 PM 9-50-1E11,1 R 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 UNIT SUBSTATION NEW 21 LINE 1 LINE 8 CABLE TRAY C—L—X TYPE MV -105, #350 15KV, AL SHEATH 2500/3333 KVA Z=5.57% 480Y/27N J �LD PU 1.0 K LD 1 SD PU 2.5 4000 AF SD TIME INT 12T OUT 4000 AT GND PU 0.30 GE AKRU-100' GND TIME MAX 12T OUT (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 1 1600 AF( TBD AT GE AKRU-50 .� PML 7600 SPARE LD PU — LD — SD PU — SD TIME — INST PU — GND PU — GND TIME — 21F2� 1600 AF LD PU — TBD AT C LD — GE AKRU-50 SD PU SD TIME — INST PU GND PU — PML GND TIME — 7600 L 9-50 BLDG PANEL T-1 (Future) FUTURE 21F3T 1600 AF( LD PU — TBD ATLD GE AKRU-50 Is() PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 9-61 BLDG PANEL Al (Future) FUTURE 21F4T 1600 AF/ LD PU — TBD AT ` LD — GE AKRU-50 4 PU — 'SD TIME — INST PU — GND PU - PML GND TIME — 7600 SPARE 21 F51► 1600 AF( LD PU — TBD AT ` LD — GE AKRU-50 ISD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 SPARE o\ 21 F6 T 1600 AF( LD PU 0.75 1200 ATLD DELAY 1 GE AKRU-50 j,SD PU 2 "SD TIME MIN I2T OUT INST PU 15 GND PU 0.60 GND TIME INT 12T OUT PML 7600 U N) (3) #600 KCMIL, (1) #4/0 GND MCC #10 (J —1.75) CHILLER RM ALTERNATE FEED IS 86F4 ONLY DURING MAINTENANCE 21F7t 1600 AF LD PU — TBD AT \ LD DELAY — GE AKRU-50 SD PU — SD 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 E LINE DIAGRA 21 F8 1600 AF( LD PU 1.0 600 AT\ LD DELAY 1 GE AKRU-50 ,1,ST PU 8 600A PLUG "ST DELAY MIN I2T OUT 800A CT GND PU 0.50 GND TIME MIN I2T OUT PML 7600 • C) o 0 CD (2) #350 Neu, (1) co 9-50 BLDG PANEL J-1.2 (600A) 480V 0 L.J 75KVA 208Y/120V 9-50 BLDG • PANEL J-1.3 SU3STATION #21 SCALE: NONE SYM A REVISION BY APPROVED DATE UPDATED DRAWING 702416-03 R. ROHLER D. THOMSON 2-8-02 SYM E REVISION 9-50 PLANT AIR RETROFIT — 50% IFR WH_12071 B UPDATED 15KV FEEDER INFORMATION 702416-03 R. ROHLER M. MORVICE 3-6-02 C INCORP REDLINES FOR PHASE 2B 522589-01 R. ROHLER M. MORVICE 6-11-02 F G 9-50 PLANT AIR RETROFIT — 95% IFR WH_12071 9-50 PLANT AIR RETROFIT — IFC WH_12071 BY WH WH WH APPROVED MAS MAS ALJ DATE 10.03.12 10.26.12 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 21F9� 1600 AF 1200 AT GE AKRU-50 ,, 1600A PLUG " 1600A CT PML 7600 LD PU 0.75 LD DELAY 1 SD PU 2 SDTIMEMIN 12T IN INST PU 15 GND PU 0.60 GND TIME INT I2T OUT LEGEND GE\PAL NOTES REFERE\CE DRAWI\GS TIE T 4000 AF/ GND FAULT (INOP NOT CONNECTED TO ANOTHER SUB) 4000 A SD PU — GE AKR-100 SD TIME — GND PU INST PU — GND TIME — FUTURE CO\ NECTIO\ TO SUB #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 IR COM #2 300HP AIR COM #2 DATE 9-20-01 0 REMOVE CONDUCTORS BETWEEN PANEL & COMPRESSOR #1. REFER TO E519R. PG 13 .--104i7 FOR CONSTRUCTION REMOVAL RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER CHECKED R.ROHLER 9-20-01 SUBTITLE ONE LINE DIAGRAM - SUBSTATION #21 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 - 1 CURRENT REVISION SHEET 9-12092 SYMBOL E4S21 R , DATE 111112 0 C9 JOB NO. 785615-01 COMP NO.,, DWG NO. D.C. 9-50-E4S21 R 2.5 1.5 (10) 3/4"C UNDERGROUND (2) TO EACH COMPRESSOR (2) 3/4"C TO HONEYWELL CONTROLS MCC #20 480V PNL J1.1 J1.0 N ROUTE OVERHEAD TO COLUMN J2. THEN UNpERGROUND TO COMPRESSOR OR HONEYWELL CONTROLS 3) 3/4"C 0 COMP. X3,4,&5 UNDERGROUND ONDUITS AT COL J2. 27,000 GALLON COMPRESSED AIR RECEIVER (NEW) 480V DOUBLE ENE UBSTATION (5) 3/4"C TO EA COMP. 2) 3/4"C TO COL J2. LOW VOLTAGE (480 SCALE: NONE cc #20 r -P E519 480V CONDUIT ROUTI\G SCALE: NONE 3/4"C TO HONEYWELL PANEL n E519 CONTROL CKT CONDUIT -POWER CONDUIT PLAN: TA -2000 CONDUITS n SCALE: NONE E519 CMCS WALL WALL CMCS J-1.3 CC 20 PLA 3/4"C TO COL. J2 CONTROL CKT 3/4" C (TO MCC #20) POWER CONDUIT 4"C \: TA -2000 C01\ DUITS c SCALE: NONE 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) CM:S O MVv6 O MVi.16 O WALL J-1.3 J-1.3 0 . CMCS TO COL J2 3/4"C TO HONEYWELL PANEL PLAN: TA -3000 CONDUITS r -IL SCALE: NONE E519 LEGEND GENERAL \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. EFERE\CE DRAWI\GS 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 COMPRESSOR CONTROL WIRING. CONSTRUCTIO\ NOTES REMOVE CONDUCTORS FROM EXISTING COMPRESSOR #1 BACK TO SOURCE. REFER TO 1E111R. DISCONNECT CIRCUIT BREAKER SERVING COMPRESSOR #1 IN MCC -20. �G 13-0.17 FOR CONSTRUCTION REMOVAL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A B 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 QBOE/NG' — ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED DATE 10-31-01 SUBTITLE CONDUIT ROUTING (COMPRESSOR 480V SYSTEM CURRENT REVISION 9-12092 SYMBOL RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER DATE 11 ENGINEER R. ROHLER 10-31-01 CHECKED APPROVED B. ARMBRUST 10-31-01 APPROVED !d gat'tt�lflf,C'- TITLE FI F('.TRICAI IdAgTFR 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 rnI N/A pFV_ C:FNTFR. WA SHEET E519R 27/2012 2:29:18 PM JOB NO. 785615-01 COMP NO. DWG NO. 9-50-E519R DC PWR DC PWR DC PWR COMP. RM EXF VFD SUB. RM EXF VFD FVNR COMP 4 OIL PUMP FVNR COMP 5 OIL PUMP FVNROIL CDMPPUMP s MCC MAIN C/B COMP #2 C/B COMP #1 C/B LOW VOLTAGE (480 SCALE: NONE cc #20 r -P E519 480V CONDUIT ROUTI\G SCALE: NONE 3/4"C TO HONEYWELL PANEL n E519 CONTROL CKT CONDUIT -POWER CONDUIT PLAN: TA -2000 CONDUITS n SCALE: NONE E519 CMCS WALL WALL CMCS J-1.3 CC 20 PLA 3/4"C TO COL. J2 CONTROL CKT 3/4" C (TO MCC #20) POWER CONDUIT 4"C \: TA -2000 C01\ DUITS c SCALE: NONE 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) CM:S O MVv6 O MVi.16 O WALL J-1.3 J-1.3 0 . CMCS TO COL J2 3/4"C TO HONEYWELL PANEL PLAN: TA -3000 CONDUITS r -IL SCALE: NONE E519 LEGEND GENERAL \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. EFERE\CE DRAWI\GS 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 COMPRESSOR CONTROL WIRING. CONSTRUCTIO\ NOTES REMOVE CONDUCTORS FROM EXISTING COMPRESSOR #1 BACK TO SOURCE. REFER TO 1E111R. DISCONNECT CIRCUIT BREAKER SERVING COMPRESSOR #1 IN MCC -20. �G 13-0.17 FOR CONSTRUCTION REMOVAL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A B 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 QBOE/NG' — ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. ROHLER CHECKED DATE 10-31-01 SUBTITLE CONDUIT ROUTING (COMPRESSOR 480V SYSTEM CURRENT REVISION 9-12092 SYMBOL RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER DATE 11 ENGINEER R. ROHLER 10-31-01 CHECKED APPROVED B. ARMBRUST 10-31-01 APPROVED !d gat'tt�lflf,C'- TITLE FI F('.TRICAI IdAgTFR 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 rnI N/A pFV_ C:FNTFR. WA SHEET E519R 27/2012 2:29:18 PM JOB NO. 785615-01 COMP NO. DWG NO. 9-50-E519R 2"C, 3#12 J -1.1/26a TO CHATSWORH BOX AT D9:1 SEE 1E60. 20a 22b b GFI 20A SEE DWG. 1E64 FOR COOLING TOWER SERVICES 34b 20A GFI J -1.3/21b ELECTROMAGNETIC LOCKS 20A 34b DIESE HORN DOOR LEAK & RED LIGHT ' ARMATURE PLATE RELEASE SWITCH ELECTROMAGNETIC LOCK POWER SUPPLY J -1.3/21b XSJ 1.7/31—? 23c 21b 23c Leak Detection 2 Pt XSJ-1.7/20a BATTER BLOCK I - CHEM FEED PUMP PWR sensors DIESEL GENERATOR STANBY POWER Y CHARGER EATER XSJ-1.7/20a XSJ-1.7/22b £009 -Ho 83111H3 E526 J1.1/32 ZOOS -HO 83111H3 J1.1/20,22 REMOTE START FROM ATS 3/4" 2#12, #12G XSJ1.7 STANDBY POWER (3)1P20A 3)1P20 SPARE) (2)1P2 (2)1 P20A-' (3)1P20A Loos -HO 21311IH0 24c TEMPERATURE CONTROLLER 1 FH////\ G,1 Ob 14a TO XSJ-1.7 COOLANT LEAK DETEC— TION 1"C 4#4--� J-1.1/1,3,5 17c J-1.17,19,// L1 /8a 1, J LA TO J-1.3 CKT 32 L1/8b 2"C, EMPTY 36c 30/0.5A- PNL. 1F2 REVISION E526 12c 20A L2/13a 1"C-4#6 TO 30KVA XFMR 2ND FLOOR PLATFORM SEE DWG. 2E62. 30X30 (3) 1 P20A 8a BUS DUCT L2 SEE 1E62 (2) 1 P20A 8a c;Fl LEGEND icc oat xgc --.411111111111111 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 itp AIR—MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH DRYER cTRLMOTOR STARTER, MANUAL 4 PWR 115V MOTOR (SIZE AS NOTED) 30 ITI' IZE AS NOTED) G (43 0)-7-1 FOR CONSTRUCTION /T0 BUS L2/1 abc SEE 1E62 !--t TO BUS L2/7c SEE 1E62 BATTERY/CHARGER SECURITY PNL ADT CABINET BY APPROVED DATE SYM PARTIAL 1ST FLOOR 208Y/120V POWER PLAN 0" SCALE: 1/8" REVISION BY APPROVED DATE 9-50 PLANT AIR RETROFIT 50% IFR WH_12071 WH MAS 10.03.12 S POWER NEEDS 1001475276 VAVREK VAVREK 01.18.05 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 9-50 PLANT AIR RETROFIT — IFC WH_12071 WH ALJ 11.13.12 U INSTALL DIESEL LEAK DETECTION EXTR: 21-03 TOOL STORAGE 180371-00 AISAKA VAVREK/AW 6/17/99 V CONDENSATE DRAIN VALVES #1739 10234056 AISAKA VAVREK 01-28-09 VAVREK VAVREK 02.09.10 .t.n nnnv nr-nrn nc In 4 4 AA/1,1 AA irA /recktr. A /1 A fill 1A1 o�Kn DI rin DAN ICI [mnuu 1ALTE'RIKIr. 1111 nn',1 nR vevPry ' .VPPV nQ1�,1n ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN KIM BUN CHECKED DATE 04/04/97 SUBTITLE 4 0 GENERAL \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. EFERENCE DRAWI 09-050—E567 09-050—E549 09-050—E4STBY GS REFER TO MECH M312 AND M314 FOR DETAILS C 0 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. 16 MN NMI SCALE: 1/8' = 91 PARTIAL 1ST FLOOR 208Y/120V POWER PLAN O ECEIVED 9-50 KEY PLAN �OF TUKWILA SCALE NONEON FEB 2 1 2013 PERM'T CENTER DATE CURRENT REVISION 9-12092 SYMBOL 11.13.12 ENGINEER JOHN VAVREK CHECKED APPROVED APPROVED AIAnrkl 111-1ITA 04/08/97 rA IAA /A TITLE rl r TDI(`AI AAACTCD 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 r r I1 r. SHEET JOB NO. 1 E61 52741901 DWG NO. n r -n erre 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 30 DOOR WITCH MMMEMMM II • •_)) III 410. IL 0 n 11 11 11 LIMIT SWITCHES VERTICAL LIFT DOER COOLING TOWERS SEE 9-050-1E115 15 KW HEATER #10 MCC -10 TO 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 D& IN/ 48( IF HEAT R li 1/2 HP FAN TO PNL J-1.2, V 3 0 CKT 2,4,6 #10 AWG TO PNL J -1.2,u CKT 20,22,24 #10 AWG 2"C, 3#2/0, 1#3 GRD (4 TYP) J-1.0/8,10,12 Overhead Crane 36x36x12 PB - 87F3 (3)4"C, 3#350MCM & 4/0 GRD. EA. 36x36x12 PB — 1, (3)4"C, 3#350MCM & 4/0 GRD. EA. 36x36x12 PB 87F5 87F9 CH -5003 );==1 CH -5002 (3)4"C, 3#350MCM & 4/0 GRD. EA. 3"C, 3#35(4 M, 1/0 GRD. c CH -5001 / 200HP(4 TYP) --(Do ---00 —00 —Op h 4) o / 4Q cQ CJ� MCC1 2/2 MCC11/3 MCC12/3 E538 36x36x12 PB 36x36x12 PB (2) 4"C, 3#500kcmil EA. 336x36x12 PB 1 CMCS & REFRIDGERATION LEAK DETECTOR (6 TYP) E530 E531 36x36x12 PB MCC11/2 #1 — 0 (2) 4"C, (1) 4"C SPARE (3)4"C,3#300MCM (3) #500 KCMIL, (1) 4/0 GND EA1 /0 GRD EA. (2 TYP) r86F9 CH -5004 11 11 86F3 CH -5005 slu■ (2)4"C, 3#' I0, 1 #3 GRD EA 86F6' 187F6 XC -1.9, CKT 14,16,18 CHWP-5003 30HP 100HP(4 TYP) CWP -5024 CWP -5023 MCC13/2 MCC13/3 CWP -5022 MCC14/2 MCC14/3 CWP -5021 ► 1 °CI 3#4, 1#8 GRD IMC 10/10 1 "C, 3#4, 1 #8 MCC10/11 GRD CHWP-5002 30HP TO SUB #28, 28F6 4"R 4#500Kcmil XSJ-1.6/7,9,11 3 1/2"AL 4#500 Kcmil, 1/0 GND TO STAND-BY ANEL XSE8 LOCATED IN 9-101, TUNNEL #1. E538 cL,\,,,, XSJ-1.6/38,40,42 1 1/2"R 3#1/0, #4G 250 KW STAND-BY GENERATOR 30 jSEE201120V BUS DUCT J-1.2/19,21,23 �` ttb6 PANEL J1.1 75 PANEL J1.0 87F8 86F5 Tull 1 CHWP-5001 0 30HP 1"C, 3#4, 1#8 GRD MCC10 12 J-1.0/2,4,6 Y2"C,3#12 CMCS Conduit Ref Sheet M555 J-1.0/ 20,22,24 .2"C,3#10 U U U U PNL 11J1.2 75 300 PNL RJ1.3 0 CMCS 5, ANEL U w LJJ • CD z '- 5 CC 0- x E M w J w.� 0- •x w 3 BREAKER INTEGRAL WITH GENERATOR LIMIT SWITCHE VERTICAL LIFT DOOR 'r 1 1/4" o� SEE 9- �r LOAD BANK YD-E110EMPTY PULL BOX T1, 7,9,11 4"R, 4#500MCM- 109 STANDBY PANEL XSJ1.6 STANDBY PANEL XSJ1.7 iII I 1 "C, 3#4, 1#8 GRD MCC1O/13 I -(2) 4"C, (1) 4"C pPARE (3) #500 KCMIL, (11) #4/0 GND EA it -1 (2) 4"C, 3#500kcmil EA. (3) 4"C, 3#500kcmil & 4/0 GRD EA. 86F2_ 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 REVISION *1 L 77 CH -5006 (3) 2-1/2"C, 3#250kcmi MCC -10 EXHAUST FAN ROOM AIR PURGE 1 "C, 3#4, 1 #8 GRp MCC10/14 3HP FILTER PU COMPRESSOR CONT U O N SUB 87 SUB 86 SUB 21 TO X -1.4 CKT 6, 28, 3 TO X -1.4 CKT 397-34T-36 SUB 29 2400V J1.4/32,34,36 VFD-PA VFD—PB CHWP-5004 30HP CHWP-5005 rom Sub86/F2 1"C, 3#4, 1#8 GRD MCC10/15 1/0 —GRD EA. 0/30 60 60/60 1.5"C, (3)#2 TO PNL J-1.2 CKT 26,28,30 CMCS LV MOTORIZED DAMPER BY APPROVED DATE SYM 30HP PU1J2A PU J -1.2/7,f1,11 3/4"C, 1 THRU MCC20 CHWP-5006 30HP EXPANSION TANKS OIL HTR '3/4' C, 6#12 THRU MCC20 OIL HTR 12) J-1.2/38,40, I3/4"C, 612 THRU MCC20 3HP OIL PUMP 4 2400V COMP.#5 6 IL HTR 3/4"C (START/RUN CKT.) TO MCC#20 (1)1/2"C, (3)1112, (1)1112 GND EXHAUST FAN (EFR-L2A) 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 OHIP PNL J-1.2/ 25,27,29#12 TOEXHAU FMCC 2 �-0 AN (EFR-J3A) 1 HP PARTIAL 1ST FLOC REVISION ROLL UP DOOR 2 HP AHU B.A.D. 15 HP AIR DRYER PC CONTROL 480Y/277V POWER PLAN • AIR DRYER HONEYWELL GAUGE 106 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 REPLACE OLD CHILLER#5 57787801 ESBROOK VAVREK 02.01.08 INCORPORATE RED—LINES 52741901 BEIER BEIER 01/05/04 PROVIDE AIR COMPRESSOR "ON" STATUS • ESBROOK TAE 10.14.11 RECONFIGURE EMERGENCY POWER 53416801 BEIER VAVREK 4/30/04 INSTALLATION FOR CH -5006 REPLACEMENT 12260281 ESBROOK TAE 10.14.11 TO LTG. SEE 1E11 107 109 MONORAIL 2"R 3#4/0 1 2"R 3#4/O c„.-- 3/4"C, 31110 125 102 S6 FOR ROLL UP DOOR pirzr.,Aw ® 106 106 30/NF 124 tt ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE %/u 18' 12' 4 SQR, J -BOX STRAIN RELIEF (COMPRESSIIN T 1/4' OD POLY TUBING SAMPLE POINT INLET FILTER PROWDE CONDUIT & SUPPORTS AT INTERVALS REWIRED BY NEC. FLOOR ROUTE CONDUIT FROM FLOOR PENETRATION POINT TO SAMPLE POINT LOCATION SHOWN ON PLAN VIEW (TYP.) 3/4' EMT CONDUIT 3/4' CONDUIT BODY DETAIL- REFRIGERANT LEAK SAMPLE POINT SCALE NONE (TYPICAL FOR ALL LOCATIONS)o TO PANELXA-3, & XD2 VIA 9-61 BLDG (1)2"C, (4)112 TO PANEL XT -2 (1)1.5"C, (4)112 DRAWN K.BUN CHECKED R.ROHLER 2.5 1E53 CONDUIT BURIED IN SLAB PROVIDED BY OTHERS RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER XK LEGEND 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. Q) J -BOX 480/277V DISTRIBUTION PANEL A 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 MCCXX/Y MOTOR CONTROL CENTER XX/ SECTION Y CHWP 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. EFE FENCE DRAWI\ 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. CONSTRUCTIO\ NOTES NEW COMPRESSOR #1. PROVIDE CONDUIT, WIRE, SUPPORTS, BOXES FITTINGS AND CONNECTION FROM SUBSTATION #21. REFER TO SHEET E519. EXISTING. PGIV0x-7 ur FOR CONSTRUCTION DATE SUBTITLE 3.16.01 PARTIAL 1ST FLOOR 480Y/277V POWER PLAN ENGINEER R. ROHLER CHECKED JOHN J. VAVREK APPROVED M. MORVICE 11-17-02 11-17-02 11-17-02 APPROVED TITLE ELECTRICAL MASTER 9-50 PLANT AIR RETROFIT BUILDING 9-50.1 8 1E112 9SCALE-50NEKEY PLAN 4 0 SCALE: 1/8" = 1'-0" CURRENT REVISION 9-12092 SHEET JOB NO. SYMBOL DATE 8 110022-00 DEV. CENTER WA DWG NO. REFER TO DRAWING 109-000-2000-E4 TO SUBSTATION #87 21F1 T 1600 AF LD PU — TBD ATC LD— GE AKRU-50 1 SD PU — INSTSD PU GND PUTIME - - - PML GND TIME — 7600 SPARE LINE 1 LINE 8 21F2 1600 AF LD PU — TBD AT LD — GE AKRU-50 .I• SD PU — SD TIME — INST PU — GND PU — PML GND TIME — 7600 L 9-50 BLDG PANEL T-1 (Future) FUTURE CABLE TRAY C—L—X TYPE MV -105, #350 15KV, AL SHEATH 9KV O 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 T 4000 AF 4000 AT GE AKRU-1004' 21 F3 j 1600 AF LD PU TBD AT C LD — GE AKRU-50 '' SD PU - SD TIME — INST PU - GND PU — PML GND TIME — 7600 9-61 BLDG PANEL Al (Future) FUTURE J LD PU 1.0 LD 1 SD PU 2.5 SD TIME INT IN OUT GND PU 0.30 GND TIME MAX 12T OUT (3) 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. 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) LEGEND 1. COORDINATE ELECTRICAL SHUTDOWN WITH BOEING FACILITIES. 21 F4 T 1600 AF( LD PU — TBD AT LD — GE AKRU-50 4,SD PU — SD TIME — INST PU GND PU — PML GND TIME — 7600 SPARE 21 F5 T 1600 AF LD PU — TBD ATC LD — GE AKRU-50 4,SD PU — SD TIME — INST PU — GND PU — PML GND TIME -- 7600 7600 SPARE 21 F6 T 1600 AF( ID 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 U M 0 MCC #10 (J —1.75) CHILLER RM ALTERNATE FEED IS 86F4 ONLY DURING MAINTENANCE ONE LINE DAG SCALE: NONE 21F7/• 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 I2T OUT 21 F8 1600 AF( 600 AT GE AKRU-50 4, 600A PLUG " 800A CT PML 7600 LD PU 1.0 LD DELAY 1 ST PU 8 ST DELAY MIN 12T OUT GND PU 0.50 GND TIME MIN I2T OUT C) 0 5 N 0 1.5" C , (3) #3 AWG , (1) 114 GND. 2.5" C (3) #4/0 , (1) #4/0 NEU, (1) #4 GND AM -SUBSTATION #21 9-50 BLDG PANEL J-1.2 (600A) 480V 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 C INCORP REDLINES FOR PHASE 28 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 O.EZAW® - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R.ROHLER DATE 9-20-01 21F9? 1600 AF 1200 AT GE AKRU-50 4, 1600A PLUG 1600A CT PML 7600 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 TIE T 4000 AF( GND FAULT (INOP NOT CONNECTED TO ANOTHER SUB) 4000 AT`LD — GE AKR-100 JSD SD PU — TIME — INST PU — GND PU — GND TIME — FUTURE CON \ECTIOf� TO SUB #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 AIR COM #2 300HP AIR COM #2 EFEH\CE D;AWINGS ON T UC 10\ 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. RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION APPROVED BY DEPT. DATE CHECKED R.ROHLER 9-20-01 R. Rohler 9-20-01 SUBTITLE ONE LINE DIAGRAM - SUBSTATION #21 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 D.0 CURRENT REVISION 9-12092 SHEET JOB NO. SYMBOL E4S21 DWG NO. 785615-01 9-50-E4S21 DATE i0 0 0 TAE9937: 05/09/12 2.5 (10) 3/4"C UNDERGROUND— (2) TO EACH COMPRESSOR (2) 3/4"C TO SEQUENCER COMP. #5 D E519 COMP. #4 D E519 COMP. #3 D E519 COMP #1 400HP, 480V/30 t a���, (3) 4"C MEDIUM VOLTAGE MOTOR STARTERS L MCC #20 480V (5) 3/4"C TO EA COMP. B E519 SIMI No, 44111 01111011111 J1.1 L J1.0 ROUTE OVERHEAD TO COLUMN J2. THEN UNDERGROUND TO COMPRESSOR OR HONEYWELL CONTROLS C� (1) 4"C, & (2) 3/4"C ABANDONED UNDERGROUND 4"C 3/4"C SUB 29 SUB 21 (3) 3/4"C TO COMP. 3,4,&5 VIA UN►"'GROU •NDUITS AT C J2. 27,000 GALLON COMPRESSED AIR RECEIVER (NEW) (2) 3/4"C TO COL J2. TO SUB #21 900AT/1200AF CB (3) 4"C 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 CUTLER HUMMER LOW VOLTAGE (480) SCALE: NONE v cc #20(' E519 480V COf\ SCALE: NONE (2) 3-1/2"C, 3#400KCMIL & 1 3GND OVERHEAD RACEWAY DUIT ROUTING 3/4"C TO SEQUENCER 1 I 0 E519 4CONTROL CKT CONDUIT )\ --POWER CONDUIT PLA\: TA -2000 CONDUITS � E519 SCALE: NONE CMCS WALL WALL CMCS -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 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) CM(S 0 MVM6 0 MVM6 0 WALL J-1.3 J-1.3 0 CMCS TO COL J2 3/4"C TO SEQUENCER PLA\: TA -3000 CONDUITS (D SCALE: NONE E519 EQUIPMENT CONNECTION UNDERGROUND RACEWAY VFD — VARIABLE FREQUENCY DRIVE GENERAL NOTES 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. .EFHENCE NAWI \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 CON ROL WIRING. CO REFER TO ONE—LINE E4S21 SUBSTATION 21 REFER TO MECH M310 AND M313 FOR DETAILS \ 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. 13%-0,1-77 RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION SYM REVISION BY A B C NEXT CONSTRUCTION PHASE 702415-01 R. ROHLER APPROVED DATE SYM REVISION BY APPROVED DATE M. MORVICE 10-18-02 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 WH MAS 10.03.12 WH MAS 10.26.12 D 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH ALJ 11.13.12 QiBOE/NG° t2 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. ROHLER CHECKED D1 SUBTITLE 10-31-01 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM APPROVED BY DEPT. DATE 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 CURRENT REVISION 9-12092 SHEET SYMBOL DATE 11.1. E519(lAGJOB NO. P NO. 785615-01 DWG NO. 9-50—E519 480V DOUBLE ENDE SUBSTATION SUB 29 SUB 21 (3) 3/4"C TO COMP. 3,4,&5 VIA UN►"'GROU •NDUITS AT C J2. 27,000 GALLON COMPRESSED AIR RECEIVER (NEW) (2) 3/4"C TO COL J2. TO SUB #21 900AT/1200AF CB (3) 4"C 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 CUTLER HUMMER LOW VOLTAGE (480) SCALE: NONE v cc #20(' E519 480V COf\ SCALE: NONE (2) 3-1/2"C, 3#400KCMIL & 1 3GND OVERHEAD RACEWAY DUIT ROUTING 3/4"C TO SEQUENCER 1 I 0 E519 4CONTROL CKT CONDUIT )\ --POWER CONDUIT PLA\: TA -2000 CONDUITS � E519 SCALE: NONE CMCS WALL WALL CMCS -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 3,000 GALLON COMPRESSED AIR RECEIVER (EXIST) CM(S 0 MVM6 0 MVM6 0 WALL J-1.3 J-1.3 0 CMCS TO COL J2 3/4"C TO SEQUENCER PLA\: TA -3000 CONDUITS (D SCALE: NONE E519 EQUIPMENT CONNECTION UNDERGROUND RACEWAY VFD — VARIABLE FREQUENCY DRIVE GENERAL NOTES 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. .EFHENCE NAWI \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 CON ROL WIRING. CO REFER TO ONE—LINE E4S21 SUBSTATION 21 REFER TO MECH M310 AND M313 FOR DETAILS \ 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. 13%-0,1-77 RECEIVED CITY OF TUKWILA FEB 2 1 2013 PERMIT CENTER FOR CONSTRUCTION SYM REVISION BY A B C NEXT CONSTRUCTION PHASE 702415-01 R. ROHLER APPROVED DATE SYM REVISION BY APPROVED DATE M. MORVICE 10-18-02 9-50 PLANT AIR RETROFIT - 50% IFR WH_12071 9-50 PLANT AIR RETROFIT - 95% IFR WH_12071 WH MAS 10.03.12 WH MAS 10.26.12 D 9-50 PLANT AIR RETROFIT - IFC WH_12071 WH ALJ 11.13.12 QiBOE/NG° t2 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. ROHLER CHECKED D1 SUBTITLE 10-31-01 CONDUIT ROUTING (COMPRESSOR 480V SYSTEM APPROVED BY DEPT. DATE 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 CURRENT REVISION 9-12092 SHEET SYMBOL DATE 11.1. E519(lAGJOB NO. P NO. 785615-01 DWG NO. 9-50—E519