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Permit M11-055 - BOEING #14-01
BOEING #14-01 8811 EAST MARGINAL WY S M11-055 Parcel No.: Address: City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT 0007400033 8811 EAST MARGINAL WY S TUKW Project Name: BOEING #14 -01 Permit Number: M11 -055 Issue Date: 06/16/2011 Permit Expires On: 12/13/2011 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: BOEING COMPANY THE PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 98124 ALECSIS SMITH 4600 S 134 PL , TUKWILA WA 98168 ALECSIS@HOLADAYPARKS. C OM HOLADAY PARKS, INC. PO BOX 69208 , SEATTLE, WA 98188 Contractor License No: HOLADPI379NO Phone: 206- 835 -8287 Phone: 206 248 -9700 Expiration Date: 09/03/2011 DESCRIPTION OF WORK: MODIFICATIONS & EXTENSION OF EXISTING PLANT COMPRESSED AIR PIPING DISTRIBUTION TO NEW AIRPLANE STAGING POSITIONS. Value of Mechanical: 175,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be compile xa with, The granting of this permit does not pres construction or the •erformance of work. back of tl}ispermit. Signature: Print Name: + ✓‘ 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. Fees Collected: $2,078.31 International Mechanical Code Edition: 2009 Date: /t `Y L ft I ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this mechanical permit and agree to the conditions on the Date: (0— (.0 � l doc: IMC -4/10 M11 -055 Printed: 06 -16 -2011 • • PERMIT CONDITIONS Permit No. M11 -055 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IMC -4/10 M11 -055 Printed: 06 -16 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us • Mechanical Permit No. t' --0 5—S Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION Site Address: 8811 East Marginal Way S. Tenant Name: Boeing 14 -01 P -8 Program Property Owners Name: The Boeing Company Mailing Address: PO Box 3707 King Co Assessor's Tax No.: 0007400033 Suite Number: New Tenant: Floor: ❑ Yes ..No Seattle WA 98124 City State Zip CONTACT`:PERSUN•— who do we contact when your permit is ready to:beissued Name: Alecsis Smith Mailing Address: 4600 S. 134th Place Day Telephone: (206) 835 -8287 Seattle WA 98168 E -Mail Address: alecsiss @holadayparks.com City State Fax Number: (206) 248 -8700 Zip .MECHANICAL CONTRACTOR :INFORMATION '. Company Name: Holaday- Parks, Inc. Mailing Address: 4600 S. 134th PI WA 98168 Contact Person: Alecsis Smith E -Mail Address: alecsiss @holadayparks.com Contractor Registration Number: HOLADPI1379N0 City State Day Telephone: (206) 835 -8287 Fax Number: (206) 248 -8700 Expiration Date: 09/30/2011 Zip ARCHITECT.OF.RECORD-- .Allplans must be stamped by architect ofrecord Company Name: The Harris Group Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All,plans mustbe stamped by engineer ofrecord Company Name: The Harris Group Mailing Address: Contact Person: E -Mail Address: H:Wpplications\Ponns- Applications On Line12010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 2 • • Valuation of project (contractor's bid price): $ 175,000.00 Scope of work (please provide detailed information): distribution to new airplane staging positions. Modifications & extension of existing Plant Compressed Air piping Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quant ty below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 3 -15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 15 -30 hp /1,000,000 btu suspended/wall /floor mounted heater ventilation system wood/gas stove 30 -50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp /1,750,000 btu repair or addition to heatlrefrig/cooling system Incinerator — domestic other p mechanical equipment 1 air handling unit <10,000 cfm incinerator — comm /ind PERMIT APPLICATION NOTES Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF 1 STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O ENT: Signature: Print Name: Kurt Stefanson Mailing Address: 4600 S. 134th Place Date: 05/03/2011 Day Telephone: (206) 650 -3884 Seattle City WA 98168 State Zip Date Application Accepted: ]� L 1 Date Application Expires: \ t" Li Staff Initials: KAZ H:Wpplications \Forms - Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.2ov RECEIPT Parcel No.: 0007400033 Permit Number: M11 -055 Address: 8811 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 05/04/2011 Applicant: BOEING #14 -01 Issue Date: Receipt No.: R11 -01224 Payment Amount: $1,444.21 Initials: JEM Payment Date: 06/16/2011 12:43 PM User ID: 1165 Balance: $0.00 Payee: HOLADAY PARKS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 071854 ACCOUNT ITEM LIST: Description 1,444.21 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 1,444.21 Total: $1,444.21 doc: Receipt-06 Printed: 06 -16 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0007400033 Permit Number: M11 -055 Address: 8811 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 05/04/2011 Applicant: BOEING #14 -01 Issue Date: Receipt No.: R11 -00884 Payment Amount: $218.44 Initials: WER Payment Date: 05/04/2011 09:59 AM User ID: 1655 Balance: $1,444.21 Payee: HOLADAY PARKS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 182983 218.44 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 218.44 Total: $218.44 doc: Receiot -06 Printed: 05 -04 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht4,://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0007400033 Permit Number: M11 -055 Address: 8811 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 05/04/2011 Applicant: BOEING #14 -01 Issue Date: Receipt No.: R11 -00883 Initials: User ID: WER 1655 Payment Amount: $415.66 Payment Date: 05/04/2011 09:58 AM Balance: $1,662.65 Payee: HOLADAY PARKS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 182983 415.66 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 415.66 Total: $415.66 doc: Receipt -06 Printed: 05 -04 -2011 INSPECTION RECORD Retain a copy with permit A4tt..655 INSPECTION NO. PERMIT NO. Ad( CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: R `‘A-6 0 -Di Type of Inspection: C`, j L it1ee,A4WW Address: gc?.. Akdi4± G`a1 AIL Date Called: Special Instructions: BF7•f�t e ,V e.AJ � it9 Date Wanted. �a.ry `—i( pm ( Requester: Phone No: r'7 67 — Co 8q5 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: � Qr/n;(( n1.I� t Inspectb�r: n Date: (0-t f 2 1 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •:.••••• ' INSPECTION RECORD Retain a copy with permit MI I --645.5 - • . INSPECTION NO. PERMIT NO.' • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P.r.oitct: t a I Inecion: T % spt ----1:--AI ARgC-161 Address: ?c4 ( 1 ,.r__ , r iklAr (0. v141--- Date Called: Special 64, i Instructions: j" /VC 55 1 Date Wanted: a..nr. Co - -1,0 - ( 1 4n. Requester: Phone No: —7d1 —t-5 pproved per applicable codes. 11 Corrections required prior to approval. . COMMENTS: 1.11'410>Offrit■...e.1,-,-,,,411/1 • . I. .. , Sr nfwer,J-e..44) (;) r Ali( ,•••• . . C--, L.■ f i eJ- I -et) ' .A-N r .1/ i I --r—A ""? il 1 t.),) t..1 • ., i 1 ( AO (. 1 5 3 .0 I . . . .• IP • •`. ; ' • . 1 . • . . . . . , i 11 • ''-'.• . ... :4 ' . Insp 'ctor: _ 0,...„11...... 01 Jr Date: -' - I: I • . REINSPECTION FEE REQUIRED. Prior to next inspectioti. fee mOt.be c1Ut • I paid at 6300 Southcenter Blvd.. Suite 100. Call to sche reinspection. • Harris Group ing. June 20, 2011 Dave Larson Senior Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Reference: The Boeing Company Building 14 -01 -- 8811 East Marginal Way S Correction Letter #2 Mechanical Permit Application Number M11 -055 HGI Project No.: 12439.00 Dear Larson: The contract documents call for coordinating a pressure test of the compressed air system with the engineer and Boeing. As engineer of record, Harris Group Inc. has witnessed that the new compressed air piping (isolated from existing plant system) with all valves open maintained a test pressure of 150 psig for a minimum of two hours. Stamped and signed mechanical contract drawings have been submitted separately. Please do not hesitate to call if you have any further questions. Very truly yours, Harris Group Inc. a)i2 Stephen E. Lusk, AIA, PE Project Manager cc: File, Boeing — Lee Lei Communications: Phone: (206) 494 -9400 Fax (206) 494 -9500 www.harrisgroup.com Office: 300 Elliott Aveune W. Suite 500 Seattle, WA 98119 June 3, 2011 • City of f 7'il%E'WZIrZ Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Alecsis Smith Holaday Parks Inc 4600 S 134 PI Tukwila,WA 98168 RE: Correction Letter #2 Mechanical Permit Application Number M11 -055 Boeing #14-01 — 8811 East Marginal Wy S Dear Ms. Smith, This letter is to inform you of corrections that must be addressed before your mechanical 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. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have 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 plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M11 -055 W:\Permit Center \Correction Letters\2011\M11 -055 Correction Letter #2.doc 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: June 2, 2011 Project Name: Boeing #14-01 P -8 Program Permit #: M11 -055 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; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. On page M529, section 3.10 (Testing of piping) item C -2 requires coordination of a pressure test with engineer and Boeing. Due to the nature of the specified testing it may be impractical for a city inspector to witness the entire test. We would accept a stamped letter from the Engineer of Record confirming completion and compliance with the proposed pressure testing requirements. The plans were not stamped by an engineer. If an engineer is responsible for the design and testing procedures shown in some or all of the provided documents then those documents will need his stamp. The same engineer will need to verify completion of testing and submit a stamped letter to the City of Tukwila confirming compliance with the City approved permit documents. If this is acceptable, please have applicable pages of the plans stamped by the Engineer of Record. Please feel free to call me if you would like to discuss this further. My direct line is 206 - 431 -3678. 2. Approximately half of the pages of the plans where stamped by an architect. All pages should be stamped by an architect or an engineer and the stamp should be signed. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. May 13, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Alecsis Smith Holaday Parks Inc 4600 S 134 PI Tukwila,WA 98168 RE: Correction Letter #1 Mechanical Permit Application Number M11 -055 Boeing #14-01 — 8811 East Marginal Wy S Dear Ms. Smith, This letter is to inform you of corrections that must be addressed before your mechanical 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. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have 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 plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throuRh the mail or by a messen>°er service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: MI1 -055 W:\Permit Center \Correction Letters\201 Null 1 -055 Correction Letter #1.doc 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: May 12, 2011 Project Name: Boeing #14 -01 Permit #: M11 -055 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; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide pipe support details including anchorage and spacing of supports. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • °PEW PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -055 DATE: 06 -07 -11 PROJECT NAME: BOEING X14 -01 - P -8 PROGRAM SITE ADDRESS: 8811 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: V1 Du Ii d (Qt/ Division Public Works ❑ Fire Prevention Planning Division Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-09-11 Not Applicable Comments: Permit. Center Use Only.: ' • : ?. ; • • . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -07 -11 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 ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 A PLAN • TING SLIP ACTIVITY NUMBER: M11 -055 DATE: 05 -20 -11 PROJECT NAME: BOEING #14 -01 P -8 PROGRAM SITE ADDRESS: 8811 EAST MARGINAL WY S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued tDEPAR(TDivisiMEN —S: on I o li ding Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 05-24 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 06-21 -11 Approved Approved with Conditions Not Approved (attach comments) �, Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 6-3" 1 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: VIZ, Documents/routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -055 DATE: 05 -04 -11 PROJECT NAME: BOEING #14 -01 SITE ADDRESS: 8811 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPA TMENTS: uilding ivision Public Works ❑ Fir P even tion Structural 11I Planning Division n Permit Coordinator iT DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-05-11 Complete Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-02-11 Approved n Approved with Conditions n Not Approved (attach comments) K- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: �3 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ct.tukwila.waus Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: A/7/11 Plan Check/Permit Number: M11-055 ❑ Response to Incomplete Letter # Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boeing #14-01 — P -8 Program Project Address: 8811 East Marginal Wy S Contact Person: Alecsis Smith Phone Number: _1206) 835 -8287 Summary of Revision: Item 1) Testing procedure as outlined on sheet M529 shall be performed by the Engineer of Record, Harris Group, and has been wet stamped and signed Item 2) See attached wet - stamped and signed. drawings REOFIUSIOt CITY TUKWIA JUN 0 7 2011 SheetNumber(s): UGM112, UGM113, UGM114, M529 "Cloud" or highlight all areas of revision including date of revisio ,) Received at the City of Tukwila Permit Center by: Entered in Permits Plus on G lapplications\forms-applications on line\revision submittal Created: 8 -13 -2004 Revised: Pawn C SP • City of Tukwila • REVISED 5/25/11 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: htrp: / /www.cl.tukwila.wa.us .K .emJnu7��rttc�:wt;rsr.•` Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date; Plan Checlt/Permit Number. M 1 1-055 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boeing # 14 -01 P -8 Program Project Address: 8811 East Marginal Wy S Contact Person: Phone Number: Summary of Revision: A00010 FOLL-OW 114 €i' • rto r To 51 -IgeT M. S2q PtPt&let 5 eMt-t- e. ATTACHED -ro i srr, o . NE W EM 6000.E oE o ON t S"T2ZUT t rl -rg GJC. K LO A t.L.•S &r A 1.-4 A x t M tovt ?Act ka or c,F CP F -T onl Ce-NTEZ. rot zumLo Lass. to t 1.-4,60( odium speac.t■3or. Fog 3e p1Ptnta. 5E.L stz -sAt Sheet Number(s): 529 "Cloud" or highlight all areas of revision includin e of r Received at the City of Tukwila Permit Center by: Er-Entered in Permits Plus on \applications \forms - applications on line'revision submittal Created: 8 -13 -2004 Revised: ECEWVED MAY 2 6 2011 PE, • :',IT CENTER • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 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: Plan Check/Permit Number: M11-055 ❑ Response to Incomplete Letter # \eV' E Response to Correction Letter # 1 ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 0 Project Name: Boeing #14-01 P -8 Program Project Address: 8811 East Marginal Wy S ■ Contact Person: 4cs St■vy, Phone Number: 2-b ). 4 Summary of Revision: A000rD FoL -LOW 1^I [ N©TG_ TO SHEET lK52q : PlPt4er S ti-ALL 13 - At ct-FE° TO a_st( cST,NIcq- oQ. Nie W EM6tObED IJtrtSTmuT trt T1:4 WALLS t r A MAXI MWM 5 ?Act k.) C - cD F Co o N C E-N rE2 . PITY OF TUKWIIA Sheet Number(s): t"t 529 MAY 202011 "Cloud" or highlight all areas of revision including date o revision c Received at the City of Tukwila Permit Center by: •. Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: ',TRW MITER Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lii1 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 HOLADAY PARKS INC UBI No. 578004089 Phone 2062489700 Status Active Address 4600 S 134Th Pi License No. HOLADPI379NO Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/21/1983 State WA Expiration Date 9/3/2011 Zip 98168 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HOLADI'00105 HOLADAY PARKS INC Electrical Contractor Hvac /Rfrg Ltd Energy Unused 9/25/2000 4/21/2013 Active HOLADPF376NO HOLADAY PARKS FABRCTRS INC Construction Contractor General Unused 8/20/1963 1/1/1983 Archived Business Owner Information Name Role Effective Date Expiration Date PARKS, GERALD T JR Chief Executive Officer 01/21/1983 Amount BECK, DAVID CLARENCE Vice President 01/21/1983 A10696431001 OCONNOR, BONNY K Vice President 01/21/1983 NAILON, JUNE ANNETTE Vice President 01/21/1983 OLD REPUBLIC GENERAL INS VAN DER VEEN, ERIC M Vice President 11/04/2010 NELSON, MICHAEL Secretary 01/01/1980 11/04/2010 PARKS, DAVID L Treasurer 01/01/1980 11/04/2010 TALBOT, PAUL Treasurer 01/01/1980 11/04/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 LIBERTY MUTUAL INS CO 23000452 09/01/2002 Until Cancelled $12,000.00 08/23/2002 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 23 OLD REPUBLIC GENERAL INS A10696431001 11/01/2010 11/01/2011 $1,000,000.00 10/28/2010 22 OLD REPUBLIC GENERAL INS A1CG96430900 11/01/2009 11/01/2010 $1,000,000.00 10/29/2009 21 NATIONAL FIRE INS CO OF HARTFO 2077698833 09/01/2008 11/01/2009 $1,000,000.00 08/26/2009 20 NATIONAL FIRE INS CO OF HAR C2077698833 09/01/2005 09/01/2008 $1,000,000.00 09 /02/2005 19 NATIONAL FIRE INS CO OF HART O C2077698833 09/01/2004 09/01/2005 $1,000,000.00 08 /25/2004 https://fortress.wa.gov/lni/bbip/Print.aspx 06/16/2011 R�ffIN& C�AIMffRCIAL AIN 14 -01 PHASE 4 HIGH BAY RENOVATION AIRPLANE POSITIONS 2, 3, 4 & 5 8620 EAST MARGINAL WAY SOUTH TUKWILA, WA 98108 LOCATION IN REGION TO EVERETT SITE PLAN MUKILTEO JORGENSEN CORP El ❑ PROJECT SITE wJ iuuJ •aaiiuiiiuiiuu of KENWORTH CORP ISSAQUAH PROJECT SITE RHONE POULENC AUBURN AUBURN P LANE GROUP CODES AND PERMITS PROJECT TITLE: 14 -01 HIGH BAY RENOVATION 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 ❑ GRADING ELECTRICAL ❑ PLUMBING ❑ LANDSCAPE ❑ FIRE PROTECTION * ❑ MECHANICAL . DEMOLITION ❑ CANTILEVER RACKS ❑ STRUCTURAL ❑ — ❑ — * TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON— RESIDENTIAL ENERGY CODE — APPROACHES: COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA ❑ ANALYSIS • N/A SPECIAL INSPECTIONS REQUIRED: (PER IBC CH. 17) JOB NUMBER: 11347785 ❑ WELD ❑ CONCRETE ❑ REBAR ❑ ANCHOR BOLTS ❑ STRUCTURAL BOLTING ❑ STRUCTURAL OBSERVATION ❑ OTHER CALCULATIONS TYPE. ATTACHED (YES) (NO) VICINITY PLAN PROJECT DESCRIPTION PROJECT RELOCATES 680 LF OF CHAIN LINK PORTABLE FENCING & INSTALLS FOUR NEW FLOOR TRENCHES. DEMOLITION INCLUDES PUMP ROOM, AQUEOUS CLEANING SYSTEM, HOUSEKEEPING PADS, SHOP FENCING, REMOVAL OF PALLET RACKS, AND MISCELLANEOUS MECHANICAL & ELECTRICAL UTILITIES. ADD UTILITY TRENCHES, EPDXY FLOOR COATING, MECHANICAL, ELECTRICAL AND DATA UTILITIES. CODE AND BUILDING DATA EXISTING PERMITTED DATA — NO CHANGE TO OCCUPANCY OR USE: A. INTERNATIONAL BUILDING CODE: 1. FLOOR AREAS: a) BUILDING STATUS: FIRST FLOOR OFFICE: FIRST FLOOR HIGH BAY: FIRST FLOOR MEZZANINES: SECOND FLOOR OFFICE: THIRD FLOOR OFFICE: FOURTH FLOOR MEZZANINE: GROSS AREA: b) COVERED LOADING DOCK (14 -16): 2. OCCUPANCY ALLOWED: NO CHANGE a) ACTUAL OCCUPANT LOAD: FIRST SHIFT HIGH BAY: FIRST SHIFT OFFICE TOWER: SECOND SHIFT HIGH BAY AND OFFICE: TOTAL ALL SHIFTS: b) OCCUPANCY GROUP: 3. CONSTRUCTION TYPE: 4. FIRE RESISTIVE REQUIREMENTS: NO CHANGE a EXTERIOR NON— BEARING WALL: b STRUCTURAL FRAME: c PARTITIONS PERMANENT: d SHAFT ENCLOSURES: e FLOORS — CEILING /FLOORS: f) ROOF — CEILING /ROOF: g) STAIRWAYS: 5. EXITS: NO CHANGE a CORRIDORS: b STAIR ENCLOSURES: 6. BUILDING HEIGHT: NO CHANGE a HEIGHT (14 -01): b LOADING DOCK (14 -16): 7. BUILDING HEIGHT IN STORIES: NO CHANGE a) FLOORS: 8. SEISMIC ZONE: B. BUILDING ACCESSIBILITY: 2009 EDITION 31,280 SF 187,680 SF 500 SF 31,280 SF 31,28d SF 31,280 SF 313,042 SF 5518 SF 300 OCCUPANTS 460 OCCUPANTS 90 OCCUPANTS 850 OCCUPANTS B /F1 OFFICE /MANUF TYPE II —A NON— COMBUSTIBLE NON— COMBUSTIBLE NON — COMBUSTIBLE 1 HOUR NON— COMBUSTIBLE NON— COMBUSTIBLE NON — COMBUSTIBLE 1 HOUR 1 HOUR 59, -0" 3' -10" (PLUS RAILING) 3 STORIES 1 MEZZANINE STORY D AMERICANS WITH DISABILITIES ACT AND WAC CHAPTER 51 ISSUED FOR CONSTRUCTION - 04.22.11 Harris Group Inc. Em�neerirtg for Optimum Perfin 12439.0 • www harrisarouo.com Engineering for Optimum Performunce® 12439.00 ® www harrisgroup.com SYM REVISION 1 14 -01 PHASE 3 HIGH BAY RENOVATION 2 14 -01 PHASE 4 HIGH BAY RENOVATION —IFC 11347785 11347785 BY HGI HGI APPROVED DATE SYM REVISION BY APPROVED DATE ROG SEL 04.01.11 04.22.11 Z)1,AirArEAFAIW ® 3966 REGISTERED ARCHITECT STEPHEN E. LUSK STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN D. PLAGENS CHECKED J. HILLIER DATE SUBTITLE COVER SHEET CURRENT REVISION 11347785 SYMBOL DATE 2 04.22.11 APPROVED BY DEPT. DATE ENGINEER D. PLAGENS CHECKED T. DRAG00 APPROVED G.CULTUM 6.27.94 APPROVED TITLE BUILDING 14 -01 ARCHITECTURAL MASTER COL. TUKWILA, WA SHEET GO JOB NO. 8093 -10 COMP NO. DWG NO. 14- 001 —GO FILE COPY Permit No. Pin review approval is subject to errors and omissions. iNpxoval of construction documents does not authorize i; a tion of any adopted code or ordinance. Receipt of 'approve d , y an. con& • is acknowledged: Date: City Of 1UkwlIa BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical electrical i lumbing teas Piping City of Tukwila SUILDING DIVISION REVISIONS No ()flanges shall be to the scope of work without prior approval of Tukwila Building Division. Cc1tams will require a new plan submittal and may include additional plan review fees. BLANKET PERMIT AGREEMENT NUMBER: 11- 001 —BPA BOEING BUILDING 14 -001 8621 EAST MARGINAL WAY SOUTH TUKWILA, WA 98108 HARRIS GROUP INC 300 ELLIOTT AVENUE W. SUITE 500 SEATTLE,WA 98119 (206) 494 -9400 CONTACT: BOB GWINN REVIEWED FOR CODE COMPLIANCE APPROVED ►JUN 15 2011 t t e- City of Tukwila BUILDING DIVISION M ll- 055 RECEIVED MAY 04 20; I PERMIT CENr1 k 6.2 6.L 7.2 8.2 8.L 9.2 11, b 0 �TIN nHON 40 1 -M1 6"SAN ___ IRAN..O.RIAIJI AISLE FCO [ 1072 6 "SAN - IE 106.75 (REF) FCO 4 "COMBINATION WASTE & VENT 4 "COMBINATION WASTE & VENT IE 107.66 (REF) -1E 10 (REF) CROSS TRENCH DRAIN 2" -10" (ABANDONED) -4" `'2 1,x'2 "A UP /4 "A UP W /BALL VA IN RISER UTILITY TRENCH DRAIN UTILITY TRENCI I DRAIN 4 "A(EXIST UTILITY SERVICE PIT 4 "X2 "COMBINATION WYE UGM 12 M529 'CP ...ml 2 "CW 4 "SAN 1 "A UP - 1 1 /2"VAC (WELDED)(ABANDONED) 2 "CLV (ABANDONED) 2 "A 10 "CLV (ABANDONED) C 2 "V UP 2. "IW - (TA4K OVERFLOW) OPEN END IS 12 "DRAINAGE LINE: 4 "SAN UP TO ,.. 4 "HUB 1/21P ..._.,_...._. (IN TRENCH) 1 /2"TP UP FC() - - TO TPV 3 "IW UP TO FLOOR DRAIN 2 "A 2 "CLV 2 "A -4 "CLV (ABANDONED) 1"A 2 "PLASTIC DRAIN (FROM 1W TANK) 3 "IW (PLASTIC) 2 "CLV 2 C, W FLOOR DRAIN -- SUMP TA REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 4.23.98 14 -01 PHASE 4 HIGH BAY RENOVATION – IFC J #11347785 SEL 4.22.11 Z)LAWAZEIAW ® 6 -34 t ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. REVIEWED FOR CODAPPROV APPROVED JUN 15 2011 DRAWN D. McCLUNG CHECKED M. FEINSTEIN ENGINEER DATE L. PAXTON CHECKED K. WIKSTROM APPROVED K. RAMSEY APPROVED City of Tukwila BUILDING DIVISION DATE SUBTITLE M 1 CORRECTION LTR# Z PLUMBING PLAN LECE\D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1 a, M 1 b AND M 1 c. PLUv BI\ G LEGE \J A cw HW — ID Pw SAN STS v / A 6 / 6 �BFP�--- _� FCO WCO I 11 CO H CB MH COMPRESSED AIR, PLANT DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY INDIRECT DRAIN PROCESS WATER SANITARY WASTE ABOVE GRADE OR FLOOR STORM DRAIN ABOVE GRADE OR FLOOR VENT AIR DROP, SIMPLEX / DUPLEX AIR OUTLET - HARD PIPE, SIMPLEX /DUPLEX BACKFLOW PREVENTER CLEAN OUT, FLOOR CLEAN OUT, WALL LATERAL WYE AND 1/8 BEND, SHOWN WITH CLEAN OUT CATCH -BASIN MANHOLE GE \ERAL OTES 1 NOT USED. NOT USED. REFERE \CE DRAWI \GS NOT USED CO \STRUCTIO\ \CTES INSTALL 6x6x3 VICTAULIC TEE AT 6 "A AND ROUTE NEW AIR PIPING AS SHOWN. REPAIR ALL LEAKS UPSTREAM OF ISOLATION VLAVES TO COMPRESSED AIR FILTER ON 4TH FLOOR AT COLUMN C9.2. FOR CONTINUATION SEE UGM117 (NEXT WORK PHASE PACKAGE). 55 112.4 T n I UGM111A I_/- UGM111B --I UGM110A UGM1106 UGM112 UGM113 UGM114 UGM115 UGM116 UGM117 UGM118 UGM119 RECEIVED JUN 07 2011 PERMIT CENTER 7.25.94 TITLE MECANICAL MASTER BUILDING 14 -001 COL. C- D/6 -9.2 THOMPSON KEY PLAN SCALE: NONE ISSUED FOR CONSTRUCTION - 04.22.11 APPROVED DRAWN: KE CURRENT REVISION 11347785 Harris Group Inc. REV "Al" ONLY DATE 04.22.11 CHECKED: PWT SYMBOL Al PROJECT 12439.00 ENGINEER: CHECKED: SEL DATE 4.22.11 SHEET UGM112 JOB NO. COMP NO. DWG NO. 14- 001 - UGM112 SQUIRESR: 01/18/11 08:29 9.2 9.L 1C 2 1 1.2 12.1 1 2 2 12.4 TRANSPORTATION AISLE [1913..L7, E 103.50 r6"COMBO & VENT Fe 0 [)RAIN. FCO 4"SAN 4"SAN, FCO 4"SAN RAI N IE IE 105.83 103.72-- 4"SAN FCO VAC mis i1129 I.. TRENCH DRAIN UTILITY TRENCH FL EL 12,17± (REF) 2"CW 10"CLV 4"A 1-1/2"A UTILITY TRENCH DRAIN I E I 6"COM BO WATE I & VENT 1/2"VAC (WE DED)(ABANDONED) / ---2"CLV (ABANDO ED) VAC 1 "SAN 1 1/4" 2"CLV ( BANDONED) 12"CLV (ABANDONED) [e 1 1/2 AC (WELDEDXABANDONED) 2"A 10"CLV (ABANDONED) AISLE 1087 r L La 10"CLV (ABANDONED) 4"SAN r6"COMBO & VENT TE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — CAD CONVERSION CADDNW 4.23.98 Al 14-01 PHASE 4 HIGH BAY RENOVATION — IFC J#11347785 NG' SEL 4.22.11 cel)i. A PIE riviair ® 4 - (r) - 11 ACC EPTAB I LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. McCLUNG DATE APPROVED BY DEPT. DATE CHECKED M. FEINSTEIN ENGINEER L. PAXTON CHECKED K. WIKSTROM SUBTITLE LEGE\D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1a, M1b AND M1c. GE NERAL \OTES 1. SEE SHEET 1M110 FOR NOTES. REFERE\CE DRAWI\GS NOT USED REVIEWED FOR CODE COMPLIANCE APPROVED tJUN 15 2011 City of Tukwila BUILDING DIVISION .■■•••••■=0.........lowsmommin■ PLUMBING PLAN 112.4 ____:__ ....._:a__ _...z.E._ o�e��..�_®. =".,---- F° 7 I la 1 UGM111B UGM112 A =L F-A 1-_-.....' _ UGM116 UGM117 . I , _ A ...--,—.—..., ,,,, 1 "SAN 1 1/4" 2"CLV ( BANDONED) 12"CLV (ABANDONED) [e 1 1/2 AC (WELDEDXABANDONED) 2"A 10"CLV (ABANDONED) AISLE 1087 r L La 10"CLV (ABANDONED) 4"SAN r6"COMBO & VENT TE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — CAD CONVERSION CADDNW 4.23.98 Al 14-01 PHASE 4 HIGH BAY RENOVATION — IFC J#11347785 NG' SEL 4.22.11 cel)i. A PIE riviair ® 4 - (r) - 11 ACC EPTAB I LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. McCLUNG DATE APPROVED BY DEPT. DATE CHECKED M. FEINSTEIN ENGINEER L. PAXTON CHECKED K. WIKSTROM SUBTITLE LEGE\D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1a, M1b AND M1c. GE NERAL \OTES 1. SEE SHEET 1M110 FOR NOTES. REFERE\CE DRAWI\GS NOT USED REVIEWED FOR CODE COMPLIANCE APPROVED tJUN 15 2011 City of Tukwila BUILDING DIVISION .■■•••••■=0.........lowsmommin■ PLUMBING PLAN 112.4 KEY PLAN SCALE: NONE RECEIVED JUN 07 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION - 04.22.11 APPROVED DRAWN: KE Harris Group Inc. REV "Al" ONLY DATE 04.22.11 PROJECT 112439.00 CHECKED: PWT CURRENT REVISION 11347785 SYMBOL Al ENGINEER: CHECKED: SEL , DATE 4.2.11 APPROVED K. RAMSEY 7.25.94 APPROVED TITLE MECHANICAL MASTER BUILDING 14-001 COL. C -D/9.2-12.4 THOMPSON SHEET UGM113 JOB NO. COMP NO. DWG NO. 14-001-UGM113 _ T UGM110A UGM110B UGM111A UGM111B UGM112 UGM113 UGM114 UGM115 UGM116 UGM117 UGM118 UGM119 I KEY PLAN SCALE: NONE RECEIVED JUN 07 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION - 04.22.11 APPROVED DRAWN: KE Harris Group Inc. REV "Al" ONLY DATE 04.22.11 PROJECT 112439.00 CHECKED: PWT CURRENT REVISION 11347785 SYMBOL Al ENGINEER: CHECKED: SEL , DATE 4.2.11 APPROVED K. RAMSEY 7.25.94 APPROVED TITLE MECHANICAL MASTER BUILDING 14-001 COL. C -D/9.2-12.4 THOMPSON SHEET UGM113 JOB NO. COMP NO. DWG NO. 14-001-UGM113 124 102 14 142 144 152 15. 1/2"400 PSIG AI PRESSURE FITTIN FCO ., 4 "COMBINATION UTILITY TRENCH DRAIN ---------- 2 "CW 10 "CLV (ABANDONED) 3/4 "A 4 'A j WASTE & VENT f 4 "COMBINATION WASTE Sr, VENT FCCI „�-�- 4 "COMBINATION WASTE & VER 1� UTILITY TRENCH DRAIN 1/2" CW UP TO P-9 W /BALL VALVE IN RISER 3 "A 4 "A 2 "A 3 "CW TILITY T RAIN 1 /2 "CW UP TO P -9 -° UTILITY TRENCH DRAIN 10 "CLV (j BANDONED 4 "A 1 /2 "A -® UTILITY TRENCH FL EL 112.17± (REF) 2 "A UP 1/2"CW UP 4 "A 3 "CW 1"A UFd, 'y "A 3 "CW SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 4.23.98 A REMOVE EYE WASH STATION 421050 -00 LM THOMAS JOL 10.30.02 B1 14 -01 PHASE 4 HIGH BAY RENOVATION - IFC J #11347785 HGI SEL 4.22.11 LBOE /NG° 6� DRAWN D. MCCLUNG DATE DUCT _. OPEN END -1 "CW — 5 "SPIRAL DUCT (ABANDONED) 5 "CLV 4 "A (COPPER) 2 "A UP LEGE \D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1a, M1b AND M1c. 3E \ERAL OTES 1. SEE SHEET 1 M 110 FOR NOTES. REFERE \CE DRAWINGS NOT USED 3 /4 "CW UP W /BALL VALVE IN RISER J� REVIEWED FOR CODE COMPLIANCE APPROVED I JUN 15 2011 City of Tukwila BUILDING DIVISION M(NO5s 112.4 T n T 11/-1 UGM111B li 1 UGM110A UGM110B UGM111A UGM112 UGM113 UGM114 UGM115 UGM116 UGM117 UGM118 UGM119 1 KEY PLAN SCALE: NONE RECEIVED JUN 07 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION - 04.22.11 Harris Group Inc. REV "B1" ONLY DATE 4.22.1.1 PROJECT '12439.00 CHECKED: PWT ENGINEER: CHECKED: !' SEL ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED M FEINSTEIN ENGINEER L. PAXTON SUBTITLE PLUMBING PLAN VIEW CURRENT REVISION SYMBOL 11347785 B1 DATE 4.22.11 CHECKED K. WICKSTROM APPROVED K. RAMSEY APPROVED TITLE MECHANICAL MASTER REMOVE EYE WASH STATION BUILDING 14 -001 COL. C- D/12.4 -16 THOMPSON, WA SHEET UGM114 JOB NO. 42105000 COMP NO. DWG NO. 14 -001- UGM114 ►ri 0 SQUIRESR: 01/18/1 1 -1/2" AIR UTILITY SERVICE TRE\CH DETAIL 1 SCALE: UGM112, UGM113, UGM 1141 M529 ROLLED ELBOW 1 -1 /2" BALL VALVE (3) 1" QUICK DISCONNECTS (SAME AS AIRPLANE POSITION 1) 15060- PART 1 - GENERAL 1.01 SCOPE OF WORK A. FURNISH AND INSTALL ALL PIPING, INCLUDING FITTINGS, PIPE SUPPORTS, HANGERS, INSERTS, ASSEMBLY BOLTS, WASHERS AND NUTS, GASKETS, FLANGES, OTHER ACCESSORIES AS REQUIRED, AS SCHEMATICALLY SHOWN IN THE DRAWINGS AND AS DESCRIBED HEREIN TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. B. WORK INCLUDED - COMPRESSED AIR PIPING. 1.02 INTENT OF DRAWINGS A. PIPING LAYOUTS SHOWN IN THE DRAWINGS ARE INTENDED TO SHOW PIPE LOCATIONS, CONNECTIVITY AND PIPE SIZES. THE CONTRACTOR IS REQUIRED TO VERIFY ACTUAL PIPE ROUTING IN THE FIELD, TO PROTECT AN ACCESS CORRIDOR AT THE WALK -ON CEILING LEVEL FOR STACKER CRANE MAINTENANCE. 1.03 REFERENCED CODES AND STANDARDS A. WHERE OTHER CODES AND STANDARDS ARE NOT REFERENCED, USE ANSI /ASME CODE FOR PRESSURE PIPING, B31. B. CODES AND STANDARDS: MATERIALS SHALL COMPLY WITH APPLICABLE PORTIONS OF THE FOLLOWING CODES AND STANDARDS. UNLESS OTHERWISE SPECIFIED, THE LATEST EDITIONS OR REVISIONS OF THESE CODES AND STANDARDS SHALL GOVERN: AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): B31.9 BUILDING SERVICES PIPING INTERNATIONAL STANDARD ORGANIZATION (ISO) FACTORY MUTUAL (FM GLOBAL) BOEING FACILITIES STANDARD: D38103 MECHANICAL SYSTEMS D38106 PIPING STANDARDS 1.04 SUBMITTALS A. PER GENERAL CONDITIONS OF THE CONTRACT. B. PRODUCT DATA: 1. PIPE AND FITTINGS: VERIFY THAT MATERIAL MEETS OR EXCEEDS APPLICABLE ASTM REQUIREMENTS: 2. VALVES AND ACCESSORIES. 3. DIELECTRIC UNIONS AND FLANGES. 4. BRAZE FILLER METAL AND FLUX. C. RECORD DRAWINGS: 1. ACCURATELY SHOW CHANGES IN PIPING SIZE, LOCATION AND MATERIALS. 2. SUBMIT AS SPECIFIED. 1.05 QUALITY ASSURANCE A. CONFORM TO CODES AND STANDARDS LISTED IN THIS SECTION. B. PROVIDE NEW, FULL WEIGHT, FULL LENGTH, AND SCALE -FREE PIPE AND FITTINGS CONFORMING TO THIS SECTION. C. GUARANTEE ALL MATERIALS TO BE AS SPECIFIED PRIOR TO DELIVERY. D. ARRANGE FOR INSPECTION OF ALL PIPING AND PIPE FITTINGS PRIOR TO INSTALLATION AND REPLACE DEFECTIVE MATERIALS. E. MATERIALS SHALL BE OF A MANUFACTURER WHO HAS BEEN REGULARLY ENGAGED IN THE DESIGN AND MANUFACTURE OF THE MATERIALS FOR A PERIOD OF AT LEAST 5 YEARS. IF AN ALTERNATE MANUFACTURER IS PROPOSED, DEMONSTRATE TO THE SATISFACTION OF THE BOEING CONSTRUCTION MANAGER THAT THE QUALITY IS EQUAL TO THE MATERIALS AND EQUIPMENT MADE BY THOSE MANUFACTURERS SPECIFICALLY NAMED HEREIN. PART 2 - PRODUCTS 2.01 GENERAL A. DELIVER ALL MATERIALS TO THE JOB SITE IN NEW CONDITION, FREE FROM DEFECTS, AND MARKED TO IDENTIFY THE MATERIAL, CLASS, AND OTHER APPROPRIATE DATA SUCH AS PIPE THICKNESS. B. PIPE AND VALVE SIZES SHOWN IN THE DRAWINGS ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 2.02 PIPE AND FITTINGS A. FURNISH PIPE, FITTINGS, BRANCH FITTINGS, AND OTHER COMPONENTS AS IDENTIFIED ON THE DRAWINGS AND SPECIFIED ON THE PIPING DATA SHEET AT THE END OF THIS SECTION. SUPPLIER TO FURNISH AMERICAN MANUFACTURED PIPE AND FITTINGS. 2.03 PIPING FLANGES A. SUPPLIER TO FURNISH AMERICAN MANUFACTURED FORGINGS AND FINISHED FLANGES CONFORMING TO ASTM A105 AND ANSI B16.5. B. FLANGE BOLT THREAD LUBRICANT SHALL BE A COPPER BASED PASTE, TYPE C5 -A AS MANUFACTURED BY LOCTITE OR OTHER APPROVED. 2.04 DIELECTRIC FITTINGS A. WHERE REQUIRED, PROVIDE THE FOLLOWING TYPES OF INSULATING FITTINGS: 1. THREADED PIPING: a. INSULATING UNIONS. (DIELECTRIC 0 -RING UNIONS). b. METAL CONNECTIONS ON ENDS TO MATCH CONNECTING PIPING. B. DIELECTRIC FITTINGS SHALL BE SUITABLE FOR THE OPERATING PRESSURE, TEMPERATURE, AND OTHER CHARACTERISTICS OF PIPING SYSTEM AND SPECIFICALLY DESIGNED FOR ISOLATION OF DISSIMILAR METALS. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 14 -01 PHASE 3 R1 HIGH BAY RENOVATION -IFC J #11347785 HGI SEL 4.22.11 2 14 -01 PHASE 3 R1 -ECN #1 PER CITY COMMENT J #11347785 HGI SEL 5.25.11 3 14 -01 PHASE 3 R1- PER CITY COMMENT J #11347785 HGI SEL 6.03.11 16.firOE /NG' C. MANUFACTURER: G &L FITTINGS, INC. OR OTHER APPROVED. 2.05 PIPE SUPPORTS A. USE PIPE SUPPORTS SUITABLE FOR INSTALLATION AS SHOWN ON THE DRAWINGS. PROVIDE DIELECTRIC INSULATION BETWEEN HANGERS AND PIPING OF DISSIMILAR MATERIALS. 2.06 PIPE PAINTING AND MARKING A. PROVIDE MECHANICAL IDENTIFICATION PER BOEING STANDARDS. PART 3 - EXECUTION 3.01 PREPARATION A. CLEAN ALL PIPE AND FITTINGS BEFORE INSTALLATION AND KEEP CLEAN UNTIL ACCEPTED AS PART OF COMPLETED WORK. B. CLEAN ALL JOINTS THOROUGHLY BEFORE JOINING. C. REAM PIPE AND TUBE ENDS. REMOVE BURRS. 3.02 GENERAL INSTALLATION METHODS A. INSTALL PIPING, VALVES AND ALL SYSTEM COMPONENTS IN ACCORDANCE WITH THE DRAWINGS AND NORMAL INDUSTRY STANDARDS. 3.03 ROUTING A. INSTALL PIPING IN A NEAT MANNER WITH RISERS PLUMB, AND LINES STRAIGHT AND PARALLEL TO WALLS AND COLUMN LINES. 3.04 ACCESSIBILITY AND CLEARANCES A. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. NOTIFY THE BOEING CONSTRUCTION MANAGER WHERE ANY NEW OR EXISTING VALVE BECOMES INACCESSIBLE AS A RESULT OF THE WORK OF THIS CONTRACT. 3.05 SUPPORTS AND FLEXIBILITY A. INSTALL PIPING WITH SUPPORTS, ANCHORS, SLEEVES, ESCUTCHEON PLATES, AND PROVISION FOR EXPANSION PER NORMAL INDUSTRY STANDARDS. PIPING SHALL BE ATTACHED TO EXISTING OR NEW EMBEDDED UNISTRUT IN TRENCH WALLS AT A MAXIMUM SPACING OF 6 FEET ON CENTER FOR 2" AND LESS. 10' MAXIMUM SPACING FOR 3" PIPING. 3.06 FITTINGS - GENERAL A. USE STANDARD MANUFACTURED FITTINGS FOR CHANGES IN DIRECTION. B. DO NOT BEND, SPRING OR DEFORM PIPING TO PREPARE JOINTS. 3.07 DIELECTRIC FITTINGS A. INSTALL AT THE FOLLOWING: 1. AT EACH JOINT BETWEEN DISSIMILAR METALS. 3.08 SCREWED STEEL JOINTS: A. THREADS OF IRON AND STEEL PIPES, FITTINGS, AND COUPLINGS SHALL BE FULL, CLEANLY CUT THREADS, OF TRUE TAPER, ACCURATE TO GAUGE, CONFORMING TO ANSI B2.1. B. AFTER THREADING, REAM ENDS OF PIPES AND CLEAN CHIPS AND BURRS. 3.09 COPPER PIPE AND TUBING A. BRAZED JOINTS (COMPRESSED AIR SYSTEM): 1. THE TECHNIQUE FOR BRAZING IN THE COPPER TUBE HANDBOOK OF THE COPPER DEVELOPMENT ASSOCIATION SHALL BE FOLLOWED. 2. CONSTRUCT JOINTS IN ACCORDANCE WITH ANSI /AWS C3.4. 3. USE BRAZING FILLER METAL TO MEET ANSI /AWS STANDARD A5.8, BCUP -5 CLASSIFICATION SERIES. 4. BRAZING FLUX TO MEET ANSI /AWS STANDARD A5.31, TYPE FB3 -A OR FB3 -C. 5. CUT ENDS SQUARE AND REMOVE FINS AND BURRS; REPLACE DENTED AND DAMAGED TUBING WITH NEW TUBING. DO NOT PEEN TO CORRECT DEFECTS. 6. BEFORE BRAZING, REMOVE STEMS AND WASHERS FROM BRAZED JOINT VALVES. OPEN ALL VALVES IN SYSTEM COMPLETELY WHILE JOINTS ARE BEING MADE. 7. REMOVE GREASE AND OIL FROM JOINTS. 8. REMOVE ALL EXTERNAL AND INTERNAL LOOSE BRAZING FILLER MATERIAL AFTER JOINT COOLS. 9. REDO ANY JOINTS CONTAINING CRACKS, PINHOLES OR INCOMPLETE PENETRATIONS. 10. USE OXY AND FUEL, MULTIPLE - ORIFICE HEAT TIP TO MAINTAIN UNIFORM TEMPERATURE ON PIPE AND FITTINGS 1 INCH AND LARGER. 3.10 TESTING OF PIPING A. GENERAL REQUIREMENTS: FURNISH EQUIPMENT AND APPARATUS NECESSARY FOR THE TESTS. CORRECT DEFECTS DISCLOSED BY THE TESTS AT NO COST TO OWNER. CONDUCT TESTS IN THE PRESENCE OF THE CONSTRUCTION MANAGER. B. TEST PIPING SYSTEMS AFTER THE LINES HAVE BEEN CLEANED. C. TESTING WITH GASEOUS NITROGEN (PNEUMATIC)): 1. SYSTEMS AND TEST PRESSURES: a. COMPRESSED AIR: 125 PSIG 2. COORDINATE PRESSURE TESTS WITH GINEER AND BOEING AT LEAST 2 DAY IN ADVANCE OF ITS OCCURRENCE A D COND CT TESTS IN PRESENCE OF ENGINEER. 3. TEST WITH CLEAN AND DRY GASEOUS NITROGEN. UNLESS OTHERWISE SPECIFIED, PNEUMATICALLY TEST PIPING SYSTEMS AT A PRESSURE OF TIMES THE SPECIFIED DESIGN PRESSURE. GRADUALLY INCREASE TEST PRESSURE IN THE SYSTEM TO NOT MORE THAN ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. ELLIOTT DATE 04.20.11 CHECKED P. TSCHERNEGA ENGINEER 04.20.11 SUBTITLE ONE -HALF OF THE FINAL TEST PRESSURE, AFTER WHICH INCREASE THE PRESSURE IN STEPS OF APPROXIMATELY ONE -TENTH OF THE TEST PRESSURE UNTIL THE REQUIRED TEST PRESSURE HAS BEEN REACHED. 6. MAINTAIN THE PNEUMATIC TEST PRESSURE CONTINUOUSLY FOR A SUFFICIENT LENGTH OF TIME TO CONDUCT THE EXAMINATION OF ALL JOINTS FOR LEAKAGE, OR A MINIMUM OF TWO HOURS. 7. EXAMINE JOINTS FOR LEAKAGE USING SOAP BUBBLE OR EQUIVALENT METHOD. 8. IF PRESSURE GAGE SHOWS DISCERNIBLE DECREASE IN PRESSURE OVER THE PERIOD OF THE TEST, MAINTAIN PRESSURE FOR AN ADDITIONAL 4 -HOUR PERIOD. IF PRESSURE CONTINUES TO FALL, RETEST THE JOINTS. RECTIFY DEFECTS THAT DEVELOP DURING TESTING AND RETEST THE PIPING SYSTEMS UNTIL THEY SHOW NO DEFECT OR WEAKNESS AND ARE TIGHT. E. FINAL CLEANING AND FLUSHING OF PIPING: 1. AFTER PIPING HAS BEEN TESTED, BLOW OUT OR FLUSH LINES. F. CLEANUP: CLEAN EXPOSED PIPING AT COMPLETION OF WORK. 3.11 PIPING DATA SHEET INDEX 113 OVERVIEW: COPPER, BRAZED ENDS, 4" & UNDER, USE FOR PROCESS & BUILDING SERVICES. NON - FLAMMABLE GASES & LIQUIDS. SERVICE: AIR (A) C LASS: co PPE R RATING: 170 PSIG /21 2 F C ODE: ASME B 31.9 ITEM SIZE DESCRIPTION 1 1 PIPE 1/2" TO 4" COPPER TUBE TYPE K, HARD DRAWN TEMPER, SEAMLESS. C LEANED, SEALED AND CAPPED. ASTM B -88, TYPE K FITTINGS 1/2" TO 4" WROUGHT COPPER AND COPPER ALLOY BRAZE JOINT PRESSURE FITTING, B RAZE CUP DEPTH SOCKETS LABELED "B Z ". PRESSURE FITTINGS AND THREADED MALE AND FEMALE ADAPTERS. MUELLER, NIBCO, ELKHART OR OTHER APPROVED. ANSI B 16.50 BRAZING MATERIAL 1/2" TO 4" B RAZING ALLOY, AWS CLASSIFICATION BCUP -5 SERIES, SIL -FOS 15. SOLDERING IS NOT ALLOWED FOR THIS SERVIC E. AWS A5.8 FLANGES 3" TO 4" CLASS 150 CAST COPPER ALLOY PIPE FLANGES, FLANGED FITTINGS, B RAZE JOINT. ANSI B16.24 GASKETS RING TYPE FOR C LASS 150 FLANGE, 1/8 INCH THICK, FILLED PTFE, 500 DEG. F RATING, FLEXITALLIC, GARLOC K INC . OR OTHER APPROVED. BOLTING ASTM A193, GRADE B 7 ALLOY STEEL STUD BOLTS WITH ASTM A194 GRADE 2H HEAVY HEX NUTS OR OTHER APPROVED. THREAD LUBRICANT SLOPE �F VALVES, BALL /�, TO 2 / 4" 4" VALVES, BUTTERFLY 3" AND LARGER LUG DESIGN RATED AT LEAST 200 PSIG NON -SHOCK CWP., BODY TO HAVE EXTENDED NECK FOR INSULATING AND B E CAST IRON OR DUCTILE IRON. ALUMINUM BRONZE ALLOY DISC. B UNA -N SEATS AND SEALS & POLYMER COATED BODY. PROVIDE WITH SS STEM LEVER WITH 10 POSITION THROTTLING PLATE. CAPABLE FOR USE AS ISOLATION VALVE AND RECOMMENDED FOR DEAD END SERVICE AT FULL PRESSURE WITHOUT NEED FOR DOWNSTREAM FLANGES NIBCO LD2100 -3, LD3 -3 OR D. ROLLED REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 15 2011 • City of Tukwila BUILDING DIVISION ELBOW PIT WALL ITI I (ITI II I1 00 .2=@:' UTILITY SERVICE TRE\CH DETAIL 1 SCALE: UGM112, UGM113, UGM 1141 M529 ROLLED ELBOW 1 -1 /2" BALL VALVE (3) 1" QUICK DISCONNECTS (SAME AS AIRPLANE POSITION 1) 15060- PART 1 - GENERAL 1.01 SCOPE OF WORK A. FURNISH AND INSTALL ALL PIPING, INCLUDING FITTINGS, PIPE SUPPORTS, HANGERS, INSERTS, ASSEMBLY BOLTS, WASHERS AND NUTS, GASKETS, FLANGES, OTHER ACCESSORIES AS REQUIRED, AS SCHEMATICALLY SHOWN IN THE DRAWINGS AND AS DESCRIBED HEREIN TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. B. WORK INCLUDED - COMPRESSED AIR PIPING. 1.02 INTENT OF DRAWINGS A. PIPING LAYOUTS SHOWN IN THE DRAWINGS ARE INTENDED TO SHOW PIPE LOCATIONS, CONNECTIVITY AND PIPE SIZES. THE CONTRACTOR IS REQUIRED TO VERIFY ACTUAL PIPE ROUTING IN THE FIELD, TO PROTECT AN ACCESS CORRIDOR AT THE WALK -ON CEILING LEVEL FOR STACKER CRANE MAINTENANCE. 1.03 REFERENCED CODES AND STANDARDS A. WHERE OTHER CODES AND STANDARDS ARE NOT REFERENCED, USE ANSI /ASME CODE FOR PRESSURE PIPING, B31. B. CODES AND STANDARDS: MATERIALS SHALL COMPLY WITH APPLICABLE PORTIONS OF THE FOLLOWING CODES AND STANDARDS. UNLESS OTHERWISE SPECIFIED, THE LATEST EDITIONS OR REVISIONS OF THESE CODES AND STANDARDS SHALL GOVERN: AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): B31.9 BUILDING SERVICES PIPING INTERNATIONAL STANDARD ORGANIZATION (ISO) FACTORY MUTUAL (FM GLOBAL) BOEING FACILITIES STANDARD: D38103 MECHANICAL SYSTEMS D38106 PIPING STANDARDS 1.04 SUBMITTALS A. PER GENERAL CONDITIONS OF THE CONTRACT. B. PRODUCT DATA: 1. PIPE AND FITTINGS: VERIFY THAT MATERIAL MEETS OR EXCEEDS APPLICABLE ASTM REQUIREMENTS: 2. VALVES AND ACCESSORIES. 3. DIELECTRIC UNIONS AND FLANGES. 4. BRAZE FILLER METAL AND FLUX. C. RECORD DRAWINGS: 1. ACCURATELY SHOW CHANGES IN PIPING SIZE, LOCATION AND MATERIALS. 2. SUBMIT AS SPECIFIED. 1.05 QUALITY ASSURANCE A. CONFORM TO CODES AND STANDARDS LISTED IN THIS SECTION. B. PROVIDE NEW, FULL WEIGHT, FULL LENGTH, AND SCALE -FREE PIPE AND FITTINGS CONFORMING TO THIS SECTION. C. GUARANTEE ALL MATERIALS TO BE AS SPECIFIED PRIOR TO DELIVERY. D. ARRANGE FOR INSPECTION OF ALL PIPING AND PIPE FITTINGS PRIOR TO INSTALLATION AND REPLACE DEFECTIVE MATERIALS. E. MATERIALS SHALL BE OF A MANUFACTURER WHO HAS BEEN REGULARLY ENGAGED IN THE DESIGN AND MANUFACTURE OF THE MATERIALS FOR A PERIOD OF AT LEAST 5 YEARS. IF AN ALTERNATE MANUFACTURER IS PROPOSED, DEMONSTRATE TO THE SATISFACTION OF THE BOEING CONSTRUCTION MANAGER THAT THE QUALITY IS EQUAL TO THE MATERIALS AND EQUIPMENT MADE BY THOSE MANUFACTURERS SPECIFICALLY NAMED HEREIN. PART 2 - PRODUCTS 2.01 GENERAL A. DELIVER ALL MATERIALS TO THE JOB SITE IN NEW CONDITION, FREE FROM DEFECTS, AND MARKED TO IDENTIFY THE MATERIAL, CLASS, AND OTHER APPROPRIATE DATA SUCH AS PIPE THICKNESS. B. PIPE AND VALVE SIZES SHOWN IN THE DRAWINGS ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 2.02 PIPE AND FITTINGS A. FURNISH PIPE, FITTINGS, BRANCH FITTINGS, AND OTHER COMPONENTS AS IDENTIFIED ON THE DRAWINGS AND SPECIFIED ON THE PIPING DATA SHEET AT THE END OF THIS SECTION. SUPPLIER TO FURNISH AMERICAN MANUFACTURED PIPE AND FITTINGS. 2.03 PIPING FLANGES A. SUPPLIER TO FURNISH AMERICAN MANUFACTURED FORGINGS AND FINISHED FLANGES CONFORMING TO ASTM A105 AND ANSI B16.5. B. FLANGE BOLT THREAD LUBRICANT SHALL BE A COPPER BASED PASTE, TYPE C5 -A AS MANUFACTURED BY LOCTITE OR OTHER APPROVED. 2.04 DIELECTRIC FITTINGS A. WHERE REQUIRED, PROVIDE THE FOLLOWING TYPES OF INSULATING FITTINGS: 1. THREADED PIPING: a. INSULATING UNIONS. (DIELECTRIC 0 -RING UNIONS). b. METAL CONNECTIONS ON ENDS TO MATCH CONNECTING PIPING. B. DIELECTRIC FITTINGS SHALL BE SUITABLE FOR THE OPERATING PRESSURE, TEMPERATURE, AND OTHER CHARACTERISTICS OF PIPING SYSTEM AND SPECIFICALLY DESIGNED FOR ISOLATION OF DISSIMILAR METALS. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 14 -01 PHASE 3 R1 HIGH BAY RENOVATION -IFC J #11347785 HGI SEL 4.22.11 2 14 -01 PHASE 3 R1 -ECN #1 PER CITY COMMENT J #11347785 HGI SEL 5.25.11 3 14 -01 PHASE 3 R1- PER CITY COMMENT J #11347785 HGI SEL 6.03.11 16.firOE /NG' C. MANUFACTURER: G &L FITTINGS, INC. OR OTHER APPROVED. 2.05 PIPE SUPPORTS A. USE PIPE SUPPORTS SUITABLE FOR INSTALLATION AS SHOWN ON THE DRAWINGS. PROVIDE DIELECTRIC INSULATION BETWEEN HANGERS AND PIPING OF DISSIMILAR MATERIALS. 2.06 PIPE PAINTING AND MARKING A. PROVIDE MECHANICAL IDENTIFICATION PER BOEING STANDARDS. PART 3 - EXECUTION 3.01 PREPARATION A. CLEAN ALL PIPE AND FITTINGS BEFORE INSTALLATION AND KEEP CLEAN UNTIL ACCEPTED AS PART OF COMPLETED WORK. B. CLEAN ALL JOINTS THOROUGHLY BEFORE JOINING. C. REAM PIPE AND TUBE ENDS. REMOVE BURRS. 3.02 GENERAL INSTALLATION METHODS A. INSTALL PIPING, VALVES AND ALL SYSTEM COMPONENTS IN ACCORDANCE WITH THE DRAWINGS AND NORMAL INDUSTRY STANDARDS. 3.03 ROUTING A. INSTALL PIPING IN A NEAT MANNER WITH RISERS PLUMB, AND LINES STRAIGHT AND PARALLEL TO WALLS AND COLUMN LINES. 3.04 ACCESSIBILITY AND CLEARANCES A. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. NOTIFY THE BOEING CONSTRUCTION MANAGER WHERE ANY NEW OR EXISTING VALVE BECOMES INACCESSIBLE AS A RESULT OF THE WORK OF THIS CONTRACT. 3.05 SUPPORTS AND FLEXIBILITY A. INSTALL PIPING WITH SUPPORTS, ANCHORS, SLEEVES, ESCUTCHEON PLATES, AND PROVISION FOR EXPANSION PER NORMAL INDUSTRY STANDARDS. PIPING SHALL BE ATTACHED TO EXISTING OR NEW EMBEDDED UNISTRUT IN TRENCH WALLS AT A MAXIMUM SPACING OF 6 FEET ON CENTER FOR 2" AND LESS. 10' MAXIMUM SPACING FOR 3" PIPING. 3.06 FITTINGS - GENERAL A. USE STANDARD MANUFACTURED FITTINGS FOR CHANGES IN DIRECTION. B. DO NOT BEND, SPRING OR DEFORM PIPING TO PREPARE JOINTS. 3.07 DIELECTRIC FITTINGS A. INSTALL AT THE FOLLOWING: 1. AT EACH JOINT BETWEEN DISSIMILAR METALS. 3.08 SCREWED STEEL JOINTS: A. THREADS OF IRON AND STEEL PIPES, FITTINGS, AND COUPLINGS SHALL BE FULL, CLEANLY CUT THREADS, OF TRUE TAPER, ACCURATE TO GAUGE, CONFORMING TO ANSI B2.1. B. AFTER THREADING, REAM ENDS OF PIPES AND CLEAN CHIPS AND BURRS. 3.09 COPPER PIPE AND TUBING A. BRAZED JOINTS (COMPRESSED AIR SYSTEM): 1. THE TECHNIQUE FOR BRAZING IN THE COPPER TUBE HANDBOOK OF THE COPPER DEVELOPMENT ASSOCIATION SHALL BE FOLLOWED. 2. CONSTRUCT JOINTS IN ACCORDANCE WITH ANSI /AWS C3.4. 3. USE BRAZING FILLER METAL TO MEET ANSI /AWS STANDARD A5.8, BCUP -5 CLASSIFICATION SERIES. 4. BRAZING FLUX TO MEET ANSI /AWS STANDARD A5.31, TYPE FB3 -A OR FB3 -C. 5. CUT ENDS SQUARE AND REMOVE FINS AND BURRS; REPLACE DENTED AND DAMAGED TUBING WITH NEW TUBING. DO NOT PEEN TO CORRECT DEFECTS. 6. BEFORE BRAZING, REMOVE STEMS AND WASHERS FROM BRAZED JOINT VALVES. OPEN ALL VALVES IN SYSTEM COMPLETELY WHILE JOINTS ARE BEING MADE. 7. REMOVE GREASE AND OIL FROM JOINTS. 8. REMOVE ALL EXTERNAL AND INTERNAL LOOSE BRAZING FILLER MATERIAL AFTER JOINT COOLS. 9. REDO ANY JOINTS CONTAINING CRACKS, PINHOLES OR INCOMPLETE PENETRATIONS. 10. USE OXY AND FUEL, MULTIPLE - ORIFICE HEAT TIP TO MAINTAIN UNIFORM TEMPERATURE ON PIPE AND FITTINGS 1 INCH AND LARGER. 3.10 TESTING OF PIPING A. GENERAL REQUIREMENTS: FURNISH EQUIPMENT AND APPARATUS NECESSARY FOR THE TESTS. CORRECT DEFECTS DISCLOSED BY THE TESTS AT NO COST TO OWNER. CONDUCT TESTS IN THE PRESENCE OF THE CONSTRUCTION MANAGER. B. TEST PIPING SYSTEMS AFTER THE LINES HAVE BEEN CLEANED. C. TESTING WITH GASEOUS NITROGEN (PNEUMATIC)): 1. SYSTEMS AND TEST PRESSURES: a. COMPRESSED AIR: 125 PSIG 2. COORDINATE PRESSURE TESTS WITH GINEER AND BOEING AT LEAST 2 DAY IN ADVANCE OF ITS OCCURRENCE A D COND CT TESTS IN PRESENCE OF ENGINEER. 3. TEST WITH CLEAN AND DRY GASEOUS NITROGEN. UNLESS OTHERWISE SPECIFIED, PNEUMATICALLY TEST PIPING SYSTEMS AT A PRESSURE OF TIMES THE SPECIFIED DESIGN PRESSURE. GRADUALLY INCREASE TEST PRESSURE IN THE SYSTEM TO NOT MORE THAN ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. ELLIOTT DATE 04.20.11 CHECKED P. TSCHERNEGA ENGINEER 04.20.11 SUBTITLE ONE -HALF OF THE FINAL TEST PRESSURE, AFTER WHICH INCREASE THE PRESSURE IN STEPS OF APPROXIMATELY ONE -TENTH OF THE TEST PRESSURE UNTIL THE REQUIRED TEST PRESSURE HAS BEEN REACHED. 6. MAINTAIN THE PNEUMATIC TEST PRESSURE CONTINUOUSLY FOR A SUFFICIENT LENGTH OF TIME TO CONDUCT THE EXAMINATION OF ALL JOINTS FOR LEAKAGE, OR A MINIMUM OF TWO HOURS. 7. EXAMINE JOINTS FOR LEAKAGE USING SOAP BUBBLE OR EQUIVALENT METHOD. 8. IF PRESSURE GAGE SHOWS DISCERNIBLE DECREASE IN PRESSURE OVER THE PERIOD OF THE TEST, MAINTAIN PRESSURE FOR AN ADDITIONAL 4 -HOUR PERIOD. IF PRESSURE CONTINUES TO FALL, RETEST THE JOINTS. RECTIFY DEFECTS THAT DEVELOP DURING TESTING AND RETEST THE PIPING SYSTEMS UNTIL THEY SHOW NO DEFECT OR WEAKNESS AND ARE TIGHT. E. FINAL CLEANING AND FLUSHING OF PIPING: 1. AFTER PIPING HAS BEEN TESTED, BLOW OUT OR FLUSH LINES. F. CLEANUP: CLEAN EXPOSED PIPING AT COMPLETION OF WORK. 3.11 PIPING DATA SHEET INDEX 113 OVERVIEW: COPPER, BRAZED ENDS, 4" & UNDER, USE FOR PROCESS & BUILDING SERVICES. NON - FLAMMABLE GASES & LIQUIDS. SERVICE: AIR (A) C LASS: co PPE R RATING: 170 PSIG /21 2 F C ODE: ASME B 31.9 ITEM SIZE DESCRIPTION SPEC . PIPE 1/2" TO 4" COPPER TUBE TYPE K, HARD DRAWN TEMPER, SEAMLESS. C LEANED, SEALED AND CAPPED. ASTM B -88, TYPE K FITTINGS 1/2" TO 4" WROUGHT COPPER AND COPPER ALLOY BRAZE JOINT PRESSURE FITTING, B RAZE CUP DEPTH SOCKETS LABELED "B Z ". PRESSURE FITTINGS AND THREADED MALE AND FEMALE ADAPTERS. MUELLER, NIBCO, ELKHART OR OTHER APPROVED. ANSI B 16.50 BRAZING MATERIAL 1/2" TO 4" B RAZING ALLOY, AWS CLASSIFICATION BCUP -5 SERIES, SIL -FOS 15. SOLDERING IS NOT ALLOWED FOR THIS SERVIC E. AWS A5.8 FLANGES 3" TO 4" CLASS 150 CAST COPPER ALLOY PIPE FLANGES, FLANGED FITTINGS, B RAZE JOINT. ANSI B16.24 GASKETS RING TYPE FOR C LASS 150 FLANGE, 1/8 INCH THICK, FILLED PTFE, 500 DEG. F RATING, FLEXITALLIC, GARLOC K INC . OR OTHER APPROVED. BOLTING ASTM A193, GRADE B 7 ALLOY STEEL STUD BOLTS WITH ASTM A194 GRADE 2H HEAVY HEX NUTS OR OTHER APPROVED. THREAD LUBRICANT COPPER BASED PASTE, TYPE C5 -A BY LOCTITE VALVES, BALL /�, TO 2 / 600 PSIG NON -SHOCK CWP & 150 PSIG SWP. 3 -PC CAST BRONZE BODY, FULL PORT, CHROME PLATED BALL. LOCKING HANDLE TYPE WITH ANSI THREADS OR SOLDER -B RAZING EXTENSION. NIBCO S OR T595 -Y, APOLLO 82, WATTS B 6800 OR OTHER APPROVED. VALVES, BUTTERFLY 3" AND LARGER LUG DESIGN RATED AT LEAST 200 PSIG NON -SHOCK CWP., BODY TO HAVE EXTENDED NECK FOR INSULATING AND B E CAST IRON OR DUCTILE IRON. ALUMINUM BRONZE ALLOY DISC. B UNA -N SEATS AND SEALS & POLYMER COATED BODY. PROVIDE WITH SS STEM LEVER WITH 10 POSITION THROTTLING PLATE. CAPABLE FOR USE AS ISOLATION VALVE AND RECOMMENDED FOR DEAD END SERVICE AT FULL PRESSURE WITHOUT NEED FOR DOWNSTREAM FLANGES NIBCO LD2100 -3, LD3 -3 OR D. REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 15 2011 • City of Tukwila BUILDING DIVISION 1441■04.4 EV% aroseol- er etessow, ito povediet ef S frrli,vl i‘bs-atrft 4,. co* .F T..d..w to 4/r' • ekir4 ein Pe4":4013 4.4.90 erfi. •0014. AWL. r ECN #1 - 06.02.11 MiiO5S PIPING DETAILS JUN 07 2011 PERMIT CENTER CHECKED APPROVED APPROVED TITLE MECANICAL MASTER BUILDING 14 -001 THOMPSON CURRENT REVISION 11347785 SHEET SYMBOL Harris Group Inc. Engineering for Optimum Performance ' 12439.00 ® www.harrisgroup.com 3 DATE 6.03.11 M529 JOB NO. DWG NO. 11347785 14- 001 -M529 COMP NO. 12.1 . 2�( 7. 4) �8)( 8.? �( 8. 4)( 9)( 9. 2�(�.4)(10)10. 10.4(11)11.21.1. 12. 212 4 13 13. 217 -« ij142144��15215L��162154��172174�518218. CO v POSITE FIRST FLOOR PLA\ SCALE: SCALE: 1/32” = 1' -0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 14 -01 PHASE 3 HIGH BAY RENOVATION 11347785 HGI ROG 04.01.11 2 14 -01 PHASE 4 HIGH BAY RENOVATION —IFC 11347785 HGI SEL 04.22.11 Q�BOE /NG' cr- 3966 REGISTERED ARCHITECT STEPHEN E. LUSK STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN RLG CHECKED ENGINEER DATE SUBTITLE 03.25.11 LEGE \D GE \ERAL \OTES REFERE \CE DRAWI \GS CO \STRUCTIO\ \OYES 1lkO5s REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 • City of Tukwila BUILDING DIVISION 1.2.4 T n I I■ 1A10A 1A106 1A11A 1A11B 1Al2 1A13 /14 1A15 1A16 1 1A17 1A18 1A19 NAN ET Ibik OW ®® 1 ..7 ©° © vn0 ,n„ „� ® ,- ■I Ik JI — — a �„ .. . _ II 711111E1�II E,llllllr Li�� • �® _I= — — a■`' ® ® L .� fL if E�i!l .I� QED c_u lei 1C__� 1� m =Vt. , • — call - _JI ■— Ng _ ?�-.z7 C l - ill 4:E1 ILA . 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I AP AP s '. /1=• 0 I I I ° 0 U -- 111 -- !1IO _ _ ' 1 mE■ / 1 o ° xg x o x o _ - 1 ■ ■ ■ ■■I ■ ■■ I° I 1 I I ' U X „■ 11 1 ®0, IIInhII Innuh. uuuui 000 �fi 000 0� 000 fll' um Mum C I ® � ■ „ mi-� . _ 0' - D iI E —E io ■ ... 1.1 % /4 1E :: EE ii EEC ii K x X X X ® ' .r; 1 ir CO v POSITE FIRST FLOOR PLA\ SCALE: SCALE: 1/32” = 1' -0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 14 -01 PHASE 3 HIGH BAY RENOVATION 11347785 HGI ROG 04.01.11 2 14 -01 PHASE 4 HIGH BAY RENOVATION —IFC 11347785 HGI SEL 04.22.11 Q�BOE /NG' cr- 3966 REGISTERED ARCHITECT STEPHEN E. LUSK STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN RLG CHECKED ENGINEER DATE SUBTITLE 03.25.11 LEGE \D GE \ERAL \OTES REFERE \CE DRAWI \GS CO \STRUCTIO\ \OYES 1lkO5s REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 • City of Tukwila BUILDING DIVISION 1.2.4 T n I I■ 1A10A 1A106 1A11A 1A11B 1Al2 1A13 /14 1A15 1A16 1 1A17 1A18 1A19 cl iY MAY 04 2011 PERMIT CENTER COMPOSITE FIRST FLOOR PLAN KEY P _AN SCALE: NONE —O 32' 16' 0 16' 32' 64' N ■ SCALE: 1/32"=1'-0" ISSUED FOR CONSTRUCTION - 04.22.11 CURRENT REVISION 11347785 1 Harris Group Inc. Engineering for Optimum Performance® 12439.00 e www harrisgroup.com SYMBOL DATE 2 04.22.11 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 14 -01 COL. B— E/6 -19 TUKWILA, WA SHEET 1A3 JOB NO. 11347785 COMP NO. DWG NO. 14- 001 -1A3 38 12.4 21 EXISTING F1 0C . NO WORK THIS I � READ a u. 1111111 1111111 53 EXISTING B OCCUPANCY NO THIS AREA EXITI \G PLA\ CO SCALE: SCALE: 1 /32" = 1' -0" 0 u VPOSITE FCURTH FLOOR PLAN 21 EX ITI \ G PLA\ SCALE: SCALE: 1/32" = 1' -0" COVPOSITE THIRD FLOOR PLA\ 12.4 53 EXISTING B OCCUPANCY NO WORK THIS AREA MAXIMUM TRAVEL DISTANCE IS 210'. MAXIMUM ALLOWED IS 250'. (IBC TABLE 1016.1) MIL 53 EX ITI \G PLA\ SCALE: SCALE: 1 /32" = 1' -0" COV POSITE SECOND FLOOR PLAN 12.4 MAXIMUM COMMON PATH OF TRAVEL IS 54'. MAXIMUM LENGTH ALLOWED IS 100'. (IBC 1014.3 EXCEPTION 1) 53 +53 +21 =127 210' 155 193-55 55 155 HIGH BAY UPPER FLOORS OFFICE OCCUPANTS AS PERMITTED 66 +53 +53 +21 =155 11,111111 53 55 (C) LEGE \D EXIT ROUTE :'v:.., EXIT OCCUPANT LOAD �— TRAVEL DISTANCE XX X �III,II\ 1■11110M. III m/ 28 +38 =66 28+38=66 =66 FEC FHC - 28 +38 =66 FEC OFFICE OCCUPANTS AS PERMITTED P -8 OCCUPANTS sikur 154,01 i ■ F OCCUPA4 ; LOAD 15 500 SF = 309 309 +32+ 2 =413 OCCUPANTS EXITING HIGH BAY FROM P8 HIGH BAY, STORAGE AND MOCKUP /SHOP. DIVIDED BY 11 EXITS= 38 /EXIT FEC FEC 28 +38 =66 FEC FHC 8 +38= MOCKUP/ SHOP AREA FE EXIST! OCCU THIS A 14,400 SF OCCUPANT LOAD 100 SF =144 2 EXISTS REQUIRED GF ANCY NO WORK EA STORAC WHIP CAGE x x 19,2001 SF OCCUP NT LQAD 0 x 300 SF = 64 2 EXITS REQUIRED WHIP CAGE x x FE FE ■ FHC FE • H ZARDOI ASTE STATI N 184' V 72 193 32 12 V38 210-38 +12 +8 =52 EXITI \G PLA\ - COv POSITE FIRST FLOOR PLAN SCALE: SCALE: 1 /32" = 1' -0" 38 SYM 1 REVISION 14 -01 PHASE 3 HIGH BAY RENOVATION J #11347785 BY HGI APPROVED DATE SYM REVISION BY APPROVED DATE ROG 4.01.11 2 14 -01 PHASE 3 HIGH BAY RENOVATION —IFC 11347785 HGI SEL 04.22.11 Air47EFAW® 3966 REGISTERED ARCHITECT STEPHEN E. LUSK STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN RLG CHECKED ENCINEER DATE 03.25.11 38 102104 CODE DATE - v SCALE: SCALE: 1 /32" = 1' -0" 1 GE\ ERAL OTES 1A10A REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2011 City of Tukwila BUILDING DIVISION A %1 A10B d 1A1 jA1 /jA1 /jA1 A A 4 1 A vey j 1A1/ j/ 1A11 1A11B 1A 1 Al 9 A 2 KEY PLAN SCALE: NONE 8' 4' ONE EXIT PERMITTED PER IBC 1015.1 EZZA\- 0 4' 8' 16' CITY Stet SCALE: 1/8"=1' -0" Mk 042011 PERMIT CENTER \E PLA SUBTITLE EXITING PLAN ISSUED FOR CONSTRUCTION - 04.22.11 1 Harris Group Inc. Engineering for Optimum Performance® 12439.00 ® www.harrisgroup.com CURRENT REVISION 11347785 SYMBOL 2 DATE 04.22.11 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 14 -01 COL. B- E/6 -19 SHEET G1 JOB NO. 11347785 COMP NO. TUKWILA, WA DWG No. 14- 001 -G1 to 0 w fX