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Permit M11-073 - BOEING #14-01- THE STORES
BOEING #14-01 8811 EAST MARGINAL WY S M11-073 Parcel No.: Address: City ckukwila a 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- THE STORES Permit Number: M11 -073 Issue Date: 06/16/2011 Permit Expires On: 12/13/2011 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: Contractor BOEING COMPANY THE PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 98124 ALECSIS SMITH 4600 S 134 PL , SEATTLE WA 98168 ALECSISS @HOLADAYPARKS. C OM WK( PACY P VOX 03/01 CAI-ne 411)0 License No: Ita,A1)eVj14100 Phone: 206 835 -8287 Phone: 2-Cti 2147)-11 0 U Expiration Date: D1 1 o J h DESCRIPTION OF WORK: COMPRESSED AIR Value of Mechanical: $20,000.00 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 complie x• wit The granting of this permit does not pr constructio r the performance e of work. back of s • - ..s t. Signature: Fees Collected: $428.56 International Mechanical Code Edition: 2009 Date: (IL(C(L1 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether 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 Print Name: L. Date: (r--1(0-11 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. doc: IMC -4/10 M11-073 Printed: 06 -16 -2011 • PERMIT CONDITIONS Permit No. M11 -073 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 pern►it 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 otherldata. doc: IMC -4/10 M11-073 Printed: 06 -16 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Mechanical Permit No. /77 / 1-07 3 Project No, MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION King Co Assessor's Tax No.: 07V19Q — 7 Site Address: 8811 E Marginal Way S Tenant Name: Property Owners Name: Boeing 14 -01 "The Stores" Suite Number: New Tenant: The Boeing Company Floor: ❑ Yes Mailing Address: PO Box 3707 Seattle WA City State „No 98124 Zip CONTACT PERSON – who do we contact when your pe s ready to be issued 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 INFORMAT.ON Company Name: HOLADAY- PARKS, Inc. Mailing Address: 4600 S. 134th Place, Seattle, WA 98168 Contact Person: Alecsis Smith E -Mail Address: alecsiss @holadayparks.com Contractor Registration Number: HOLADP11379NO City State Day Telephone: (206) 835 -8287 Fax Number: (206) 248 -8700 Expiration Date: 09/30/2011 Zip ARCHITECT OF RECORD – All plans must be stamped by ar hitec ecord Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD – All plans must be stamped by enginee ecord Company Name: The Harris Group Mailing Address: 300 Elliott Ave W, Ste 500 - Seattle, WA 98119 Contact Person: E -Mail Address: H: \Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised. 7 -2010 bh City State Day Telephone: (206) 494 -9400 Fax Number: (206) 494 -9500 Zip Page 1 of 2 Valuation of project (contractor's bid price): $ 20,000 Scope of work (please provide detailed information): Compressed Air Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement m 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:' • ty 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 heat/refrig /cooling system Incinerator — domestic other mechanical equipment air handling unit <10,000 cfm incinerator — comm /ind modifications to existirg compressed air PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 74/(- Date: 06/06/2011 Print Name: Kurt Stefanson Day Telephone: (206) 650 -3884 Mailing Address: 4600 S 134th PI - Seattle, WA 98168 City State Zip Date Application Accepted: two /,�(P /// Date Application Expires: /G16/(( Staff Initials: /Ai H.\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0007400033 Permit Number: M11 -073 Address: 8811 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 06/06/2011 Applicant: BOEING #14 -01- THE STORES Issue Date: Receipt No.: R11 -01225 Initials: User ID: JEM 1165 Payment Amount: $342.85 Payment Date: 06/16/2011 12:44 PM Balance: $0.00 Payee: CONNIE HARDIN, HOLADAY PARKS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 063853 ACCOUNT ITEM LIST: Description 342.85 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 342.85 Total: $342.85 doc: Receiot -06 Printed: 06 -16 -2011 II wq� 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.gov RECEIPT Parcel No.: 0007400033 Permit Number: M11 -073 Address: 8811 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 06/06/2011 Applicant: BOEING 14 -01THE STORES Issue Date: Receipt No.: R11 -01129 Payment Amount: $85.71 Initials: LAW Payment Date: 06/06/2011 01:47 PM User ID: 1632 Balance: $342.85 Payee: HOLADAY -PARKS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 183376 85.71 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 85.71 Total: $85.71 doc: Receipt -06 Printed: 06 -06 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 _"'A/v TYPer t A.1 ction: e Address: Address f fig Wanted: Special Instructions: E. `-' t V \ ' �' Date .rr�.. Requester: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ter• . - —1\`.,3-r- A10 a kj e IS a (k__. : 1 .7k )(pan . .AJ919V I ____ A A 0 i i �Date:� _ J k 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 INS ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r' l�1 t ( -077_3 Project /f 0 .� . A 1 -'t - Or Typ of Inspection: u V G if -Ai "�` j C Address: / e �' r 1 Date Called: Special Instructions:. _ �� j - -��(/� S (U r. well , --' r Date Wanted: 7_Z2 —(f . a.m 4 p.m. Requester: Phone No Ei Approved per applicable codes. Corrections required prior to approval. .1 COMMENTS: iwnA -Q JAP --S T- A 0 P rO J el e. (S 3 Ip-r r 0 K. u A(9 p 2- i Gi� Nka,r•t_ ` e w z 1 e 0 c./ M-0 • (' c-f <I 3 a( L D i Inspect Dater l2 t n REINSPECTION FEE REQUIRE[! Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection. VD PERMIT COORDCOPY4i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -073 DATE: 06/06/11 PROJECT NAME: BOEING #14-01 - THE STORES IP.ASITE ADDRESS: 8811 EAST MARGINAL WY 5 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 6 it ng uivision Public Works 4■ ti /M- 6-(11-I1 Fire Prevention L i ❑ Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06/07/11 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 n No further Review Required ri REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 07/05/11 Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople- °meter Friendly Page 1 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 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 A1CG96431001 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 A1CG96431001 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 $1,000,000.0008 /25/2004 https://fortress.wa.gov/lni/bbip/Printaspx 06/16/2011 SYM 6.2 6.L 7.L 8.2 9.2 _.n..,.. —__._ , T RACK FORMBOARD DEVELOPMENT 1094 HEAD UNISTRUT E (REF) LEGE \) 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M 1 a, M 1 b AND M 1 c. GE\ERAL \OTES 1. SEE SHEET 1 M 110 FOR NOTES. 1/2"A DN TO 6' -6" AFF CONNECT TO AIR ON FORMBOARD TABLES (TYP) MOUNT AIR PIING ON FENCE AT 7' -6 "AFF • 3/4 "A DN OVERHEAD UNISTRUT FRAME (REF) 009z/ 3/4 "A DN "RWL OR CONTINUATION EE DWG M1M117 FILE COPY Permit No.. M L t 0 7 3 Pi •i min approval is subject to errors and omissions. /; rR'c ,va4 of t nstruction documents does not authorize tic'. , r iw��cori of any adopted code or ordinance. Receipt Lppr ©v,"' �d' ' .., , is acknowledged: By Date: t, t REFERE City Of Thkwlle BUILDING DIVISION \CE DRAWI \GS NOT USED REVISIONS $ rages shag be made to the scope o'I work without prior approval of Tukwila Building Division. I evlslons will require a new plan submittal and may include additional plan review fees. �.ar�m irru. mrnrirrr.. r.�rrirrrrr. r CO \STRUCTIO\ \OTES REMOVE ALL MECHANICAL EQUIPMENT, PIPING, ETC. BACK TO SOURCE AND CAP. A PORTION OF MECHANICAL PIPING IN THIS AREA WAS REMOVED DURING A PRIOR CONSTRUCTION PHASE. ENSURE ALL MECHANICAL EQUIPMENT /PIPING HAS BEEN REMOVED. CONTRACTOR AND ENGINEER TO DETERMINE ACTUAL DEMOLITION WORK IN FIELD. SFFARA`i E PERMIT REQUIRED FOR: L 7 echanical tectrical L7 Plumbing as Piping City of Tukwila .? Ii' IG DIVISIO REVISION BY APPROVED 1 1 /4 "CW DN SAFTEY SHOWER EYE WASH WITH CURTAIN CLOSURE HAWS MODEL 9037 DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 04.24.98 A MOVE RENTON TOOL FAB TO 14 -01 J# 903033 -00 AGS 2/22/01 31 14 -01 PHASE 4 STORES HIGH BAY RENOVATION —IFC 11347785 HGI SEL 05.06.11 ti.AsnOE //VG° REMOVAL ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D.McCLUNG CHECKED M.FEINSTEIN ENGINEER L PAXTON CHECKED K.WIKSTROM APPROVED K.RAMSEY APPROVED SUBTITLE TITLE MECHANICAL MASTER PLUMBING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 15 2011 City of Tukwila BUILDING DIVISION i44( 1:2.4 T T _./1 IIIMIllirrilliMMIMMI: 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 8' 4' 0 4' 8' 16' SCALE: 1 /8 " =1' -0" C1TY OF�Tt1KIMLA JUN 0 6 2011 PERMIT CENTER wo1 • ISSUED FOR CONSTRUCTON - 05.06.11 APPROVED Harris Group Inc. REV "B1" ONLY DRAWN: KE CURRENT REVISION 11347785 DATE 05.06.11 CHECKED: PWT SYMBOL , B 1 PROJECT 12439.00 ENGINEER: CHECKED: SEL DATE 05.06.11 BUILDING 14 -01 COL. D— E/6 -9.2 THOMPSON, WA SHEET IMII6R JOB NO. COMP NO. DWG NO. 14-001-1M1 16R 12/27/10 12:27 9.2 10.2 10.4 11.2 11.4 12.1 12.2 12.4 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — CAD CONVERSION CADDNW 04.24.98 Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION —IFC 11347785 HGI SEL 05.06.11 g)i_AirdrAEAVAW ® LEGE \D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1a, M1b AND M1c. GE \ERAL \OTES 1. SEE SHEET 1 M 110 FOR NOTES. 2. LOCATION OF PLUMING FLEXTURES, FLOOR DRAINS, RISERS AND VENTS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 3. FINISHED FLOOR EL 116' -0" 4. PROVIDE ISOLATION VALVES FOR ALL BRANCH TAKE OFFS FROM MAIN LINE. 5. LOCATE FLOOR CLEAOUTS ACCESSIBLE AND OUT OF THE WAY OF PEDESTRIAN TRAFFIC , WALL CLEANOUTS TO BE LOCATED 12" MIN. ABOVE FINISHED FLOOR. 6. SEE FOR TRENCH DETAILS & FLOOR PATCH. iS260 S281 7. SEE PLUMBING RISERS SHEETS M512 8c M513 FOR ADDITIONAL PLUMING DETAILS. REFERE \CE DRAWI \GS NOT. USED CO \STRUCTIO\ \OTES REMOVE ALL MECHANICAL EQUIPMENT, PIPING, ETC. BACK TO SOURCE AND CAP. A PORTION OF MECHANICAL PIPING IN THIS AREA WAS REMOVED DURING A PRIOR CONSTRUCTION PHASE. ENSURE ALL MECHANICAL EQUIPMENT /PIPING HAS BEEN REMOVED. CONTRACTOR AND ENGINEER TO DETERMINE ACTUAL DEMOLITION WORK IN FIELD. 112.4 n . + , 1 1M110B 1M111A 1M112 1M113 \ 1M115 / 1M116 1M117 1M118 1M119 rim.' lin , §SK rva. - X r; ;xarrrr __ I �FCO E .1 d —_— e __ _ _._..— ..._... _— — PALLE:r rF RACK 40X171 — _. _�— w_ 1 J�tii PALLET R ;.I .._._.w.�. 40X171 +0X171 1(10A I:E < DE K 30X80 F 1 1/2"A THRU 8' —O" AFF--- ED FCO ri`- I 0 0 2 "A . X100 .:p ,_ A 18 ......._ ________E__ .. ... 0 2 „A 1 1/2'A ?"Y'ID , IL' DN FCO _ 1 -1 /2' 0 1 e ,; el — Li 1-1 I Im 0 ON ck-.._ KIN Km ID A. OF _ 7x p DRAIN ry 1 1/2"ID UP I 1 }. ',..ww.>.w ' 1/2 „ CW 08 —W TYP. ( ) 1 4 1/2"QD, CEJN 10- 311 -1455 (TYP.12) QD CEJN 1 1452 (TYP.36) � o ?i . +- . 3/4” DN »CW DN P-9 l_ ,. _ . CW 1 / e a4 S C e9x n �I + '— i I A��« .� AM .�.....— __._�_.�w..:�._.�. �. _.. ..... 4 "RWL UP & DN MOUNT ON �..' 1 2 "CW DN / 4 "RWL UP & DN `., „ 4 "RWL Ulc N ��2 ..:.._.. �... .m..m._ • :,....�:.:...... ,j /'f WALL 18 AFF 'k\ __ R ....,. Ai - OVA SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — CAD CONVERSION CADDNW 04.24.98 Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION —IFC 11347785 HGI SEL 05.06.11 g)i_AirdrAEAVAW ® LEGE \D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1a, M1b AND M1c. GE \ERAL \OTES 1. SEE SHEET 1 M 110 FOR NOTES. 2. LOCATION OF PLUMING FLEXTURES, FLOOR DRAINS, RISERS AND VENTS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 3. FINISHED FLOOR EL 116' -0" 4. PROVIDE ISOLATION VALVES FOR ALL BRANCH TAKE OFFS FROM MAIN LINE. 5. LOCATE FLOOR CLEAOUTS ACCESSIBLE AND OUT OF THE WAY OF PEDESTRIAN TRAFFIC , WALL CLEANOUTS TO BE LOCATED 12" MIN. ABOVE FINISHED FLOOR. 6. SEE FOR TRENCH DETAILS & FLOOR PATCH. iS260 S281 7. SEE PLUMBING RISERS SHEETS M512 8c M513 FOR ADDITIONAL PLUMING DETAILS. REFERE \CE DRAWI \GS NOT. USED CO \STRUCTIO\ \OTES REMOVE ALL MECHANICAL EQUIPMENT, PIPING, ETC. BACK TO SOURCE AND CAP. A PORTION OF MECHANICAL PIPING IN THIS AREA WAS REMOVED DURING A PRIOR CONSTRUCTION PHASE. ENSURE ALL MECHANICAL EQUIPMENT /PIPING HAS BEEN REMOVED. CONTRACTOR AND ENGINEER TO DETERMINE ACTUAL DEMOLITION WORK IN FIELD. 112.4 8' 4' 0 4' 8' 16' SCALE: 1 /8 " =1' -0" CITY OF TUKWILA JUN 0 6 2011 PERMIT CENTER ISSUED FOR CONSTRUCTON - 05.06.11 Harris Group Inc. REV "Al" ONLY APPROVED DATE PROJECT 05.06.11 112439.00 DRAWN: CHECKED: ENGINEER: CHECKED: j;';,j KE PWT SEL ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D.McCLUNG CHECKED M.FEINSTEIN DATE SUBTITLE PLUMBING PLAN CURRENT REVISION SYMBOL DATE 11347785 Al 05.06.11 ENCINEER L.PLAXTON CHECKED K.WIKSTROM APPROVED K.RAIMSEY 07.25.94 APPROVED TITLE MECHANICAL MASTER BUILDING 14 -01 COL. D —E/9.2 -12.4 SHEET IMII7R JOB NO. COMP NO. THOMPSON. WA DWG NO. 14- 001 -1 M 117R n 11/-1 1M111B 1M110A 1M110B 1M111A 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 8' 4' 0 4' 8' 16' SCALE: 1 /8 " =1' -0" CITY OF TUKWILA JUN 0 6 2011 PERMIT CENTER ISSUED FOR CONSTRUCTON - 05.06.11 Harris Group Inc. REV "Al" ONLY APPROVED DATE PROJECT 05.06.11 112439.00 DRAWN: CHECKED: ENGINEER: CHECKED: j;';,j KE PWT SEL ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D.McCLUNG CHECKED M.FEINSTEIN DATE SUBTITLE PLUMBING PLAN CURRENT REVISION SYMBOL DATE 11347785 Al 05.06.11 ENCINEER L.PLAXTON CHECKED K.WIKSTROM APPROVED K.RAIMSEY 07.25.94 APPROVED TITLE MECHANICAL MASTER BUILDING 14 -01 COL. D —E/9.2 -12.4 SHEET IMII7R JOB NO. COMP NO. THOMPSON. WA DWG NO. 14- 001 -1 M 117R SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 4.23.98 Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION -IFC 11347785 HGI SEL 05.06.11 � - BOE /NG' v -03 -t ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. McCLUNG CHECKED M. FEINSTEIN ENGINEER L. PAXTON DATE SUBTITLE PLUMBING PLAN Al N LEGE J 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M 1 a, M1 b AND M 1 c. GE\ ERAL \ OYES 1. SEE SHEET 1 M 110 FOR NOTES. REFERENCE DRAWI \GS NOT USED CO \STRUCTIO\ \OYES 073 INSTALL AIR PIPING AS SHOWN. FOR CONTINUATION SEE UGM112 (PHASE 4 PACKAGE). 1 T n T 6.2 6. L ., ..__.. 2 1 /2 "VAC .__ 1 "HWC 1 '�# ' `; 7.2 7 MAINLINE - SEE I UGM114 8 8.2 8. L UGM118 9 ,,,----2 1/2 / � : CW ,4 },SAN ? 1 /2 Al AC 9.2 _--- i ,r OVF FL 00� UGM112 Y 1 ; f te, c is r �.L :cn I� .rt+B.r w. w.....««..«« w.«... m..® rmv .wra.«�w.«.«.:«..«..........«. ..«.....•. «.«..««,«..«.. .. ..._ �MF..: M!. �� >' �1 - 'Y"". b!!!!yM! ,.:. gym. '':.«�..w.,,,w w— ....:.. ..: « �” -4T' -- �'•/MWV Al IiF'LEY , ' w..w« mw ... «.... ««,., _.«v,.,... «.».«......w.:. „„. -. ... ..::.:«.... .. «.. «.....«.. w.._, ,«...mvx:vn.TSmmao.n .. .........«...._.:.m __._ « ... __.._ � ..._. w.._......... a.. v® w. ...w...:...r.«w...:.,...�.mm..« ... ... __ ...._�vv�v..«.«:.....«....m.m. _.v..,.wa.w.w...w.«v.. .«. .....:«.w«.« v «.w.:�.. «....m..:..«.....: .. v..w.um+vm.wv�vm.«.v. .rte ...n...vm •� ....«®:,.vv ..«.«®.a.«.«.«.w...v « c10, 7 PALLET RACK � �` � F-AL L..T RACK PALLET RACK i1lIji RACK 111 ,1,�?1 ,-/ ? }( �' AE / ,. 1 091 1TCaRMBO�R[) , , E :.LOPMENT . _. € ... 4 � ,W- �..._- nun 11._ ut IMI rrarr ��� » 1 -1 /2 A Of i NW numolrmripuuoiim emu I.n, 1.. 1 �I _- '�' �rrrrr muul�ri iion�ilr Ilrw ��������� IN r�rrrlrrrrirrrrw � _ VAr _— j S m aid. �I ,� _ I; I :�: i L �. —_._ _ ,..- .:..___. — _ _ __VAC t� ._ . 1 � — , __ .» _. € I A CW - " 1 1 2 I-IW / " (ABANDONED) - 1 HWC (ABANDONED) 3 1 /2 "VAC (ABANDONED) 2 „CW 3/4 „A ,? 1 /2 A (TYP 3 ; ■ I � � 1 , S,� �,ROS FL El (REF) pgy (ABA (�' �CIOIrIFD) � TRENCH .�.,.5f � --1:.. �" HW ABANDO °ED �..» 1 HWC(ABAND+ NED ,, �� ( ) I wIW �_-� 3 VF�C (ARAI'1D0- � -1ED) ,y' 2"CW ,1 � f:9 ) 2 12 A r . .'W / r„ ., 1 1 2 HW ABAP / ( " , (ABANDO 1 Ii�UC 3 1 /2 "VAC (ABA ,Y� � 2 1 /2 "A ONI:RC D) .. E � , s, e , I .,. r }`� )) g I » j�,g° .. �:� (I F. I , I I p I I �' ° =1 _ 1 1 I � / / J 1 i ' I 1 3 �. � �7” r1 ( T 1 1 M ANDONED) f I I' ;3 ( ) 2l,VA `, .1.�P . ,c (€ € „ (ABANDONED 1 "A UP W BALL ILVE. IN 3 /A.,. A UP _, II�EE » EP TO ,® W/BALL VALVE IN �`�I"��W RISER . 3 AS, 2 "CW 1"A LIP W /BALL V' 2 1 /2 "A IN RISER _.« .m__.._ MOCKUP/ ) � . ;� ��,,,,A (TYP ;) .L.. A \J TYP 3 _.^_ „ ,/ ( /4 A �i /4 CW(1 3) .. _--- -- „�_ � _ + AF I ,�► _ :- �1 I T. tics, 1 ^^ � ..'. I ' m •f - � -• o.. !,!,-.0-7; Wain �,1•� �. , ( �r 'y. ( , r► �... Q . ;. __.. � j 4 »A -. �_.. a� . ID °�3`' RISER �. LVE IN F ISER , _ } 'f - ^: -_. LVE .. , _.1 «.1 ” .:�� �� r. -1A�:ANDONED)� c a- HW TROL AIR TYP :5, (11) DAMPERS ( 4 URETHAN) L.IMPLINE --� I ` Il 2rC,W 1 l,H C, 1 W5 1 1 /2',» W (ABANDONED) ,_} VAI ('\BANDONED) 2rA + ' CW LJJ g X ,, tx: �, 1r' - 'i! : /2"I 2 'VA 2 "A :..:,.,.. m y,,,:. -- w 1, :,, �, 1 1 /2 UP VI( /BAI V ' �> r I, ■I • �wi Mil `� -� ; !r _ . E;;T mow I «�.. < 1099 .L; �' ' ! ' kl � i,IN ; �1, 1/? IOW (ABANDONED) 3'VAC (ABANDONED) 2,,Cd ,r 1 y A 3 ,l W 1"A IJF W /BALL VA VALVE IN RISER RI''ER 3/4"A UP W /BALL VALVE IN RISER f. RWL«. UP � . D97 `\ m _ — _ °_ ". —IL-- (tBANDONE.D) . r ----f 1 1 9". 2 1/�? "VAC # :...' „ _ CONTROL AIR TO 11 DAMPERS ( „) 1 4 URETHANE) (/ 2 "PUMPLINF (ABAh1 DON .mD) (11 I I N ES) ��� Vr'�Jl i_, MI rI I I. 1 /2 „F)B AIN ' , ': ..,r TO 4 A BALL VE UP - IN 41 TRENCH I RAIN FROM UT L SINK ” ".. / ' "CW 1-1/2"A ». /2 W (ABANDONED) ) 3 "1/AC (' B3ANDONED) r� rs : Imo ��r_�� �IiL � , ,. /d �;' / 4 ",wig,, `� w if ,� \ \\ \ \:,'`w, ,\�/ \\*, �'M�\�, \\\/. /'. ��; ��,, �� ”" .` / / ,,. ,..'`/ �+ of I ,a IIPi == � ��...� = j I ME. ME I = �HWC 1 2 1 /2 "VA __ :�, l`* .��_.:.._::�.�,.� ,,' c. . s ASTE n - LIT ABANDONED) , , _ ,_ IN I -I- I _ �I 4» %ixl� r ...� '�.- I _ , -�- „ I� � Ih.T _ _ _..._.. _ • m �e lIfMIMI�1 AIIIIMMIMI�1 A 3 /41rA UP W /BALL 4 "STS --° - cr-§f-- 1 1/4"A ,•.p-/ VALVE: IN RISER 1 1 /4 "CW UP W /BALL VALVE IN RISER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 4.23.98 Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION -IFC 11347785 HGI SEL 05.06.11 � - BOE /NG' v -03 -t ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. McCLUNG CHECKED M. FEINSTEIN ENGINEER L. PAXTON DATE SUBTITLE PLUMBING PLAN Al N LEGE J 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M 1 a, M1 b AND M 1 c. GE\ ERAL \ OYES 1. SEE SHEET 1 M 110 FOR NOTES. REFERENCE DRAWI \GS NOT USED CO \STRUCTIO\ \OYES 073 INSTALL AIR PIPING AS SHOWN. FOR CONTINUATION SEE UGM112 (PHASE 4 PACKAGE). 1 T n T T_/-1 UGM111B UGM110A UGM110B UGM111A UGM112 UGM113 UGM114 UGM115 UGM116 UGM117 UGM118 UGM119 RECEI CITY OFTU LA JUN 06 2011 PERMIT CENTER KEY PLAN SCALE: NONE O ISSUED FOR CONSTRUCTON - 05.06.11 APPROVED DRAWN: KE CURRENT REVISION 11347785 Harris Group Inc. REV "Al" ONLY DATE 05.06.11 CHECKED: PWT SYMBOL A 1 PROJECT 12439.00. ENGINEER: I CHECKED: !, SEL DATE 05.06.11 CHECKED K. WIKSTROM APPROVED K. RAMSEY 7.25.94 APPROVED TITLE MECHANICAL MASTER BUILDING 14 -001 COL. D- E/6 -9.2 THOMPSON SHEET UGM116 JOB NO. COMP NO. DWG NO. 14- 001- UGM116 9.2 94 1 "SAN 19.2 10.E 11.2 12.1 12.2 12.4 PALN. ET" RACK PALLET RACK 40X171 i 40X171 4"A UP IN RISER BALL VALVE 6 "COMBO 'AVE & VENT 4"A UP W /BALL DESK 3OX 1 "A W /BALL VALVE IN RISER (TYP) —�.... 1 "A W /QUICK DISCONNECT N TRENCH 110OD FCO .3/4 "A UP W /BALL VALVE IN RISER 1/4"A _ 1" 1/2"A I- 0 0 1 1/2 "A UP CONT ON 1M117 2"CI._V (ABANDONED) 1 1 / 2 "rV iC (WELDED) (ABANDONED) —�- I. 2 1 /2 "VAC 6 "CLV (ABANDONED) LEG E D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1 a, M1b AND M1c. E\ ERAL \OTES 1. SEE SHEET 1M110 FOR NOTES. 2 "CLV - 3"VAC 1 1 /2 "VAC (WELD (ABANDONED) ALL VAL MOW IE 105.44 (REF) 11023') - 4 "COMBINATION 1102 3WA!L. de Vl:.NI 4 "COMBINATION FCO 12 "CLV! (ABAN ONED) 4 "COMBINATION 11 A. FCO —2 "CLV (ABANDONED) —DRAIN AIN [OE 0/4.0 OLKOE 2 "UP W /BALL VALVE RISER 0 OexOs AASC1 'RWL UP 4nRY7L UP .: 4 "CLV DN TO TRENCI 2 "CLV DN TO TRENCH' 2 "CLV (ABANDONED) 4 "CLV (ABANDONED) -1 "CW DN TO TRENCH SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION —IFC 11347785 CADDNW HGI 4.23.98 SEL 05.06.11 Q� BOE /NG (Y- S ss 4 "STS II 1 PP 3 ENT L REFERE SCE DRAWI \GS NOT USED � CO \STRUCTIO\ NOTES INSTALL AIR PIPING AS SHOWN. 112.4 T n I UGM111A I_/-1 UGM111B —� 1 UGM110A UGM11OB UGM112 UGM113 UGM114 UGM115 UGM116 UGM117 0 0 1 1/2 "A UP CONT ON 1M117 2"CI._V (ABANDONED) 1 1 / 2 "rV iC (WELDED) (ABANDONED) —�- I. 2 1 /2 "VAC 6 "CLV (ABANDONED) LEG E D 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS M1 a, M1b AND M1c. E\ ERAL \OTES 1. SEE SHEET 1M110 FOR NOTES. 2 "CLV - 3"VAC 1 1 /2 "VAC (WELD (ABANDONED) ALL VAL MOW IE 105.44 (REF) 11023') - 4 "COMBINATION 1102 3WA!L. de Vl:.NI 4 "COMBINATION FCO 12 "CLV! (ABAN ONED) 4 "COMBINATION 11 A. FCO —2 "CLV (ABANDONED) —DRAIN AIN [OE 0/4.0 OLKOE 2 "UP W /BALL VALVE RISER 0 OexOs AASC1 'RWL UP 4nRY7L UP .: 4 "CLV DN TO TRENCI 2 "CLV DN TO TRENCH' 2 "CLV (ABANDONED) 4 "CLV (ABANDONED) -1 "CW DN TO TRENCH SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION —IFC 11347785 CADDNW HGI 4.23.98 SEL 05.06.11 Q� BOE /NG (Y- S ss 4 "STS II 1 PP 3 ENT L REFERE SCE DRAWI \GS NOT USED � CO \STRUCTIO\ NOTES INSTALL AIR PIPING AS SHOWN. 112.4 T n I UGM111A I_/-1 UGM111B —� 1 UGM110A UGM11OB UGM112 UGM113 UGM114 UGM115 UGM116 UGM117 UGM118 UGM119 RECEIVED„ CITY OF TUKWILA JUN 0 6 2011 PERMIT CENTER KEY PLAN SCALE: NONE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN D. McCLUNG DATE APPROVED BY DEPT. DATE CHECKED M. FEINSTEIN ENGINEER L PAXTON SUBTITLE PLUMBING PLAN 0 ISSUED FOR CONSTRUCTON - 05.06.11 CURRENT REVISION 11347785 Harris Group Inc, REV "Al" ONLY DATE 05.06.11 PROJECT 12439.00 CHECKED: PWT ENGINEER: CHECKED: SEL SYMBOL A 1 DATE 05.06.11 CHECKED K. WIKSTROM APPROVED K. RAMSEY APPROVED 7.25.94 TITLE MECHANICAL MASTER BUILDING 14 -001 COL. D —E/9.2 -12.4 THOMPSON SHEET UGM117 JOB NO. COMP NO. DWG NO. 14- 001— UGM117 92 L 10.2 10.4 11.2 11 12.1 12.2 12.4 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - CAD CONVERSION CADDNW 04.24.98 Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION -IFC 11347785 HGI SEL 05.06.11 ..ASFOE /AEG° 3 LEGE 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS Mb, M1 b AND M 1 c. CE \ERAL \OTES SEE SHEET 1 M 110 FOR NOTES. 2. LOCATION OF PLUMING FLEXTURES, FLOOR DRAINS, RISERS AND VENTS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 3. FINISHED FLOOR EL 116' -0" PROVIDE ISOLATION VALVES FOR ALL BRANCH TAKE OFFS FROM MAIN LINE. 5. LOCATE FLOOR CLEAOUTS ACCESSIBLE AND OUT OF THE WAY OF PEDESTRIAN TRAFFIC , WALL CLEANOUTS TO BE LOCATED 12" MIN. ABOVE FINISHED FLOOR. 6. SEE FOR TRENCH DETAILS Sc FLOOR PATCH. 1S260 5281 7. SEE PLUMBING RISERS SHEETS M512 & M513 FOR ADDITIONAL PLUMING DETAILS. REFERE \CE DRAWINGS NOT USED CO \STRUCTIO\ \OTES INSTALL AIR PIPING AS SHOWN. INSTALL ISOLATION 1 1/2" BALL VALVE 4' -0" ABOVE FLOOR. 3/4" AIR DROP. TERMINATE 4' -0" ABOVE FLOOR WITH 3/4" BALL VALVE, 1 /2" QUICK DISCONNECT AND 1/4" QUICK DISCONNECT. VERIFY EXACT LOCATION WITH BOEING. SEE DETAIL 2/M529. 3 112,4 16 1- n Tz-i 1M111B 1M110A 1M110B r 'i I .> 1M113 1M114 1M115 1M116 1M117 1M118 �� i __. �! --FCC) .� 49171 I 0 PA1Iw.ET RACK PALLET RACK 4M17 4x1711 �.� _ ICI 110 '•.: A I,, F c., 0 1 ... "7=7. 1 h—I E ,1 ,F 30X45 4 5 MATCHLINE - SEE SHEET 1M118 rD 1 _ -. I �1 NISO ..._. Tf.... 100A 3/4 "A DN _ F„ 1 -1/2 DESK "A r X11 OOD 1 1 /2 "A DN CONY ON UGM117 (110W LI I -... C L __I____ -FCO `► 3/4 »A e 0 0 ADN� �' g3/ . © 7...._...._ ____. L -- 11 ,_...mi L� j [„.� _� - 1 r _ rF:..r... :, __ , _ `rte . b Y9 .„ :. _R, ?mod d1f3x 09X0 11 G.1 .,.�� ...... nrm _..__�,. _., ®®. N.. 0 1 '- 4 "I• WL UP et 1.11 4 "RWL UP & DI\I 4 "RWL U F S N M \I 1 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - CAD CONVERSION CADDNW 04.24.98 Al 14 -01 PHASE 4 STORES HIGH BAY RENOVATION -IFC 11347785 HGI SEL 05.06.11 ..ASFOE /AEG° 3 LEGE 1. FOR MECHANICAL LEGENDS AND ABBREVIATIONS SEE SHEETS Mb, M1 b AND M 1 c. CE \ERAL \OTES SEE SHEET 1 M 110 FOR NOTES. 2. LOCATION OF PLUMING FLEXTURES, FLOOR DRAINS, RISERS AND VENTS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 3. FINISHED FLOOR EL 116' -0" PROVIDE ISOLATION VALVES FOR ALL BRANCH TAKE OFFS FROM MAIN LINE. 5. LOCATE FLOOR CLEAOUTS ACCESSIBLE AND OUT OF THE WAY OF PEDESTRIAN TRAFFIC , WALL CLEANOUTS TO BE LOCATED 12" MIN. ABOVE FINISHED FLOOR. 6. SEE FOR TRENCH DETAILS Sc FLOOR PATCH. 1S260 5281 7. SEE PLUMBING RISERS SHEETS M512 & M513 FOR ADDITIONAL PLUMING DETAILS. REFERE \CE DRAWINGS NOT USED CO \STRUCTIO\ \OTES INSTALL AIR PIPING AS SHOWN. INSTALL ISOLATION 1 1/2" BALL VALVE 4' -0" ABOVE FLOOR. 3/4" AIR DROP. TERMINATE 4' -0" ABOVE FLOOR WITH 3/4" BALL VALVE, 1 /2" QUICK DISCONNECT AND 1/4" QUICK DISCONNECT. VERIFY EXACT LOCATION WITH BOEING. SEE DETAIL 2/M529. 3 112,4 16 1- n Tz-i 1M111B 1M110A 1M110B 1M111A 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 8' 4' 4' 8' 16' SCALE: 1/8"=1'-0" C�OFT�l1KUNIA JUN 0 6 2011 PERMIT CENTER ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D.McCLUNG CHECKED M.FEINSTEIN ENGINEER L.PLAXTON CHECKED K.WI KSTROM APPROVED K.RAIMSEY APPROVED DATE SUBTITLE PLUMBING PLAN 07.25.94 TITLE MECHANICAL MASTER BUILDING 14 -01 COL. D —E/9.2 -12.4 THOMPSON, WA 0 ISSUED FOR CONSTRUCTON - 05.06.11 APPROVED DRAWN: KE Harris Group Inc. REV "Al" ONLY DATE 05. CHECKED: PWT PROJECT 06.11 y 1 2439 00 1 ENGINEER: t CHECKED i 1' SEL {. CURRENT REVISION 11347785 SHEET SYMBOL A 1 DATE 05.06.11 1M117 JOB NO. COMP NO. DWG NO. 14- 001 -1M117 1-1/2" AIR \A, ROLLED ELBOW 1 -1/2" BALL VALVE UTILITY SERVICE TRE\CH DETAIL 1 SCALE: UGM 1 12, UGM113, UGM 114 M529 ti DUPLEX AIR DROP DETAIL 3/4" AIR 3/4" AIR DROP, TERMINATE 4' -0" ABOVE FLOOR WITH 3/4" BALL VALVE, 1/2" QUICK DISCONNECT AND 1/4" QUICK DISCONNECT 2 SCALE: 1M117IM529 (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 (150) 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. 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. 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 14 -01 PHASE 4 STORES HIGH BAY RENOVATION -IFC 11347785 HGI SEL 05.06.11 2 14 -01 PHASE 4 STORES - PER CITY COMMENT 11347785 HGI SEL 06.03.11 g)i__Ameszow ® 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 ENGINEER AND BOEING AT LEAST 2 DAYS IN ADVANCE OF ITS OCCURRENCE AND CONDUCT 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 G -o ", -t� 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. D. 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: C 0 PPE R RATING: 170 PSIG /21 2 F C ODE: ASME B 31.9 ITEM SIZE DESCRIPTION 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 B RAZE 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 B RAZING MATERIAL 1/2" TO 4" BRAZING ALLOY, AWS CLASSIFICATION BCUP -5 SERIES, SIL -FOS 15. SOLDERING IS NOT ALLOWED FOR THIS SERVICE. AWS A5.8 FLANGES 3" TO 4" C LASS 150 CAST COPPER ALLOY PIPE FLANGES, FLANGED FITTINGS, BRAZE JOINT. ANSI B 16.24 GASKETS RING TYPE FOR C LASS 150 FLANGE, 1/8 INCH THICK, FILLED PTFE, 500 DEG. F RATING, FLEXITALLIC, GARLOCK INC. OR OTHER APPROVED. BOLTING ASTM A193, GRADE B7 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 �F VALVES, BALL 1/4" T 2 4" 4" X X _ VALVES, BUTTERFLY SLOPE ROLLED ELBOW / PIT WALL 1 I 1 11 1 ■ II 11 _ ❑ _= ■ - -■ ROLLED ELBOW 1 -1/2" BALL VALVE UTILITY SERVICE TRE\CH DETAIL 1 SCALE: UGM 1 12, UGM113, UGM 114 M529 ti DUPLEX AIR DROP DETAIL 3/4" AIR 3/4" AIR DROP, TERMINATE 4' -0" ABOVE FLOOR WITH 3/4" BALL VALVE, 1/2" QUICK DISCONNECT AND 1/4" QUICK DISCONNECT 2 SCALE: 1M117IM529 (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 (150) 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. 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. 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 14 -01 PHASE 4 STORES HIGH BAY RENOVATION -IFC 11347785 HGI SEL 05.06.11 2 14 -01 PHASE 4 STORES - PER CITY COMMENT 11347785 HGI SEL 06.03.11 g)i__Ameszow ® 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 ENGINEER AND BOEING AT LEAST 2 DAYS IN ADVANCE OF ITS OCCURRENCE AND CONDUCT 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 G -o ", -t� 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. D. 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: C 0 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 B RAZE 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 B RAZING MATERIAL 1/2" TO 4" BRAZING ALLOY, AWS CLASSIFICATION BCUP -5 SERIES, SIL -FOS 15. SOLDERING IS NOT ALLOWED FOR THIS SERVICE. AWS A5.8 FLANGES 3" TO 4" C LASS 150 CAST COPPER ALLOY PIPE FLANGES, FLANGED FITTINGS, BRAZE JOINT. ANSI B 16.24 GASKETS RING TYPE FOR C LASS 150 FLANGE, 1/8 INCH THICK, FILLED PTFE, 500 DEG. F RATING, FLEXITALLIC, GARLOCK INC. OR OTHER APPROVED. BOLTING ASTM A193, GRADE B7 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 1/4" T 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 B6800 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 BE CAST IRON OR DUCTILE IRON. ALUMINUM BRONZE ALLOY DISC . BUNA -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, LD3100 -3 OR 1 tA �.(J /� /Gf •.r v�rlc�il -rq� z s y, '1 1 ROFTU ?- LA zi*. . JUN 0 6 2011 PERMIT CENTER FOR CONSTRUCTION - 05.06.11 LIHarris Group Inc. Engineering for Optimum Performance! 12439.00 ® www.harrisgroup.com ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. ELLIOTT DATE 04.20.11 APPROVED BY DEPT. DATE CHECKED P. TSCHERNEGA ENGINEER CHECKED APPROVED 04.20.11 SUBTITLE PIPING DETAILS CURRENT REVISION 11347785 SYMBOL DATE 06.03.11 APPROVED TITLE MECANICAL MASTER BUILDING 14 -001 THOMPSON SHEET M529 JOB NO. DWG NO. 11347785 14- 001 -M529 COMP NO.