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Home My WebLink AboutPermit PG16-0139 - EDGECONNEX - BATHROOMS AND PLUMBINGEDGECONNEX 3425 S 116T" ST 133 PG1 6=01 39 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0139 DATE: 1/23/19 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 3 after Permit Issued DEPARTMENTS: Building Divisi n' Fire Prevention Planning Division W .kv Public Works Structural ❑ Pert -nit Coordinator PRELIMINARY REVIEW: DATE: 1/24/19 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 2/21/19 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVI;EWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COW,? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0139 DATE: 1/10/19 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST 133 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 2 after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ u wlieworks Structural ❑ Permit Coordinator10 PRELIMINARY REVIEW: DATE: 1/15/19 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 2/12/19 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: 107sy1H Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD CON PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0139 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST 133 Original Plan Submittal Revision # before Permit Issued X Revision # 2 after Permit Issued DATE: 12/4/18 Response to Correction Letter #, DEPARTMENTS: )i -T /fle v�-fo Building Division Fire Prevention ❑ Planning Division ❑ -bt/k QOrJ?- Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/06/18 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) 11 Notation: REVIEWER'S INITIALS: DUE DATE Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: I—' v l Departments issued corrections: Bldg El Fire El Ping ElPWar Staff Initials: 1/03/19 12/18/2013 dERIMiT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0139 DATE: 07/31/17 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST Original Plan Submittal X Revision # 1 before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Wor s PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DATE: 08/01/17 Structural Review Required ❑ DATE: DUE DATE: 08/29/17 Approved with Conditions e Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12118/2013 ?ERNiIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0139 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST X Original Plan Submittal Response to Correction Letter # DATE: 09/19/16 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/20/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/18/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: �-Q Ce PERMIT NO: - �G(6 - © [ J I SITE ADDRESS: S llkp S1- c33 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS z I 'T—Is Summary of Revision: v vYvA - ; v-ntt�jccsC ri-c if�e , Received by: REVISION NO. DATE RECEIVED STAFF INITIAL ISSUED DATE STAFF INITIALS z I 'T—Is Summa f Revision: Y-, ri-c if�e , Received b : v �o (please print) REVISION • DATE RECEIVED STAFF INITIALS STAFF INITIALS_ STAFF INITIALS Summary of Revision: Wm 11 (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ��-) I ( - 013 Date: 01/11/2019 Plan Check/Permit Number: D -0253 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑x Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: EdgeConneX Project Address: 3425 S 116th St Contact Person: Paul Wicoff Phone Number: 617-939-1661 Summary of Revision: P0.1 - Removed Backflow Preventer detail since no longer needed for project. P2.1 - Removed waste and vent piping shown to now removed Preaction Room 2. P2.2 - Rerouted humidifier makeup water to Mech-7 to be shown connected to existing piping from Preaction Room. PERMITS NTE SheetNumber(s): P0.1, P2.1, P2.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT on ( Z 1-1q W:\Permit CenteATemplates\FormARevision Submittal Form.doc Revised: August 2015 Date: 01/02/2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.pov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. ❑ Response to Incomplete Letter # Plan Check/PermitNumber: PG16-0139 ® Response to Correction Letter # I ® Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Edgeconnex Project Address: 3425 S 116 St — Suite 133 Contact Person: Paul Wicoff Phone Number: 617-939-1661 Summary of Revision: Cut sheet of 1" LF909 on list of approved UCS RPPAs provided as requested. RECEIVED UKWILA JAN 10 2019 PERMIT ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on C:\Users\bill-ADesktop\Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hM://www.TukwilaWA.�ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11/12/2018 Plan Check/Permit Number: '184442.53 V/ �O ( q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑x Revision # 2 after Permit is Issued RECEIVED ❑ Revision requested by a City Building Inspector or Plans Examiner CITY OF 7UKWILIy ❑ Deferred Submittal # DEC 0 h 2018 Project Name: EdgeConneX PERMIT CENTER Project Address: 3425 S 116th St Contact Person: Paul Wicoff Phone Number: 617-939-1661 Summary of Revision: P0.1 - Added plumbing fixture schedule, water heater detail, and riser diagrams to reflect addition of new restrooms. P1.1 - Extended area of demolition work to incorporate additional square footage in existing building. P2.1 - Added new restroom waste and vent piping. P2.2 - Added new restroom domestic water and rerouted section of domestic water from office area to opposite side of data hall. Sheet Number(s): P0.1, P1.1, P2.1, P2.2 "Cloud" or highlight all areas of revision including date of rev' C Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:Termit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.izov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/26/17 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # PG 16-0139 Project Name: Edgeconnex Project Address: 3425 S 116 St Contact Person: Travis Fort Phone Number: 713-7759349 Summary of Revision: P2.2 - Sheet updated to show revised humidifier piping for additional and relocated CRAC units. RECmVED CITY A1C TUKWI A PERMrr CENTER Sheet Number(s): P2.2 "Cloud" or highlight all area Received at the City of Tukwi id Entered in TRAKiT on W:\Permit Center\Templates\Fortis\Revision Submittal Form.doc Revised: August 2015 BURR COMPUTER ENVIRONMF',TTS INC Page 1 of 2 Home Espanol Contact Search L&I � 1 A /.Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of kJ Labor & Industries BURR COMPUTER ENVIRONMENTS INC Owner or tradesperson 10400 RODGERS ROAD HOUSTON, TX 77070 Principals 281-374-8644 BEAVER, CHARLES EMMETT III, PRESIDENT BEAVER, CHARLES EMMETT JR, VICE PRESIDENT FRANK, TIMOTHY DAVID, TREASURER BURR, RICHARD WAYNE, CHIEF EXECUTIVE OFFICER BURR, KURT N, SECRETARY (End: 09/06/2011) CARDER, DOUGLAS G, TREASURER (End: 09/06/2011) Doing business as BURR COMPUTER ENVIRONMENTS INC WA UBI No. Business type 602 065 382 Corporation Governing persons CHARLES BEAVER III RICHARD BURR; CHARLES E BEAVER JR; TIMOTHY FRANK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BURRCE1005PP Effective — expiration 11/0612000— 08/18/2019 Bond TRAVELERS CAS & SURETY CO $12,000.00 Bond account no. 061 S103188827BCM Received by L&I Effective date 06/27/2002 05/24/2002 Expiration date Until Canceled Insurance Help us improve .......................... https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602065382&LIC=BURRCEI005PP&SAW= 9/13/2017 BURR COMPUTER ENVIRONMENTS INC Valley Forge Ins Co $1,000,000.00 Policy no. 6012852796 Received by L&I 06/28/2017 Effective date 06/30/2014 Expiration date 06/30/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against thebond or savings w No lasuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No .L&..ax...debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations .......o li.............. _ .....................i... Ncense violatons during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums L&I Account ID 622,148.00 ................ Account is closed. Doing business as BURR COMPUTER ENVIRONMENTS INC Estimated workers reported N/A L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ....................................................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept. of Labor & Industries. Use of this site is subject to the:, laws of the state of Washington. Page 2 of 2 Help us improve https:Hsecure.lni.wa.gov/verify/Detail.aspx?UBI=602065382&LIC=BURRCEI005PP&SAW= 9/13/2017 City of Tukwila (DPhone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No: 1023049043 Permit Number: PG16-0139 Address: 3425 S 116TH ST 133 Issue Date: 9/13/2017 Permit Expires On: 3/12/2018 Project Name: EDGECONNEX Owner: 2015 Name: EPROPERTY TAX INC DEPT 207 Address: PO BOX 4900, SCOTTSDALE, TX, 85261 Contact Person: 10400 RODGERS ROAD, HOUSTON, Name: TRAVIS FORT Address: 10400 RODGERS RD, HOUSTON, TX, Lender: 77070 Contractor: 2015 Name: BURR COMPUTER ENVIRONMENTS International Residential Code Edition: INC Address: 10400 RODGERS ROAD, HOUSTON, International Mechanical Code Edition: TX, 77070 License No: BURRCE1005PP Lender: 2015 Name: 2015 Address: 2015 Phone: (713) 775-9349 Phone: (281) 374-8644 Expiration Date: 8/18/2019 DESCRIPTION OF WORK: DEMO OF 2 BATHROOMS, NEW PLUMBING FOR TI. ADDITION OF RAISED FLOOR AND EQUIPMENT TO SUPPORT SERVER ENVIRONMENT. ADD RTU AND MECHANICAL YARD. Valuation of Work: $60,000.00 Fees Collected: $268.93 Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: F1W Date: ' I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regula ing construction or the performance of work. I am authorized to sign and obtain this development permit 3gree to th onditions attached to this permit. �] Signature: T Date: 1 Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKW. Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Plumbing/Gas Permit No.AN—WA' _ Project No. Date Application Accepted�7rk Date Application Expires: (� use PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: 3425 S. 116th St., Tukwila, WA 98168 Tenant Name: Edgeconnex PROPERTY OWNER Name: RREEF AMERICA REIT II CORP. MMM Address: 3425 S. 116th St. City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Travis Fort Address: 10400 Rodgers Rd City: Houston State: TX Zip: 77070 Phone: (713) 775-9349 Fax: Email: travis.fort@bcei.com Valuation of Project (contractor's bid price): $ 60,000 Scope of Work (please provide detailed information): King Co Assessor's Tax No.: 38-3899305 Suite Number: 133 New Tenant: Floor: 1 ❑..... Yes ®..No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: DEMOLITION OF TWO EXISTING BATHROOMS THAT ARE NOT BEING REPLACED AND CONSTRUCTION OF NEW PLUMBING FOR TENANT IMPROVEMENT. ADDITION OF RAISED FLOOR AND EQUIPMENT TO SUPPORT SERVER ENVIRONMENT. ADDITION OF ROOF UNITS AND MECHANICAL YARD. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Tukwila IIIB 111 Sewer: Valley View Sewer Service WApplications Forms -Applications On Line,2011 Applications Plumbing Permit Application Revised 3-9.1 I.docx Revised: August 2011 Page I of 2 bh Indicate type of plumbing fixtures and/o: o.is piping outlets being installed and the quantity -;,,low: Fixture Type Qty Bathtub or combination bath/shower 1 Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per 2 drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical 2 gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow rotections (1 -5) Fixture Type Qty Bidet Drinking fountain or water 1 cooler(per head) Lavatory Urinal Water heater and/or vent Repair or alteration of 2 water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protection s over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic 1 Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of 2 drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 1 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific as Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing andjustiftable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE11,64 AUTHORAZLD AGENT: Print Name: Travis Fort Day Telephone Date: 09/16/2016 (713) 775-9349 Mailing Address: 10400 Rodgers Road Houston TX 77070 City state Zip H:\Applications\Forms-Applications On Line\201 1 Applications\Plumbing Permit Application Revised 8-9-11 doex Revised: August 2011 Page 2 of 2 bh Date Paid: Friday, February 15, 2019 Paid By: STEVEN GROSDIDIER Pay Method: CREDIT CARD 0354C7 Printed: Friday, February 15, 2019 7:45 AM 1 of 1 olmo I. , H ,�; DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $144.20 M16-0146 Address: 34253116TH ST 133 Apn: 1023049043 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 PG16-0139 Address: 3425 S 116TH ST 133 Apn: 1023049043 $72.10 Credit Card Fee $2.10 Credit Card Fee 3000.369.908.00.00 0.00 $2.10 PLUMBING $70.00 ADDITIONAL PLAN REVIEW TOTALN R000.345.830.00.00 1.00 $70.00 Date Paid: Friday, February 15, 2019 Paid By: STEVEN GROSDIDIER Pay Method: CREDIT CARD 0354C7 Printed: Friday, February 15, 2019 7:45 AM 1 of 1 olmo I. , H ,�; DESCRIPTIONS ACCOUNTQUANTITYPAID PermitTRAK $72.10 PG16-0139 Address: 3425 S 116TH ST 133 Apn: 1023049043 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 PLUMBING $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID R16603 R000.345.830.00.00 1.00 $70.00 1 Date Paid: Wednesday, January 23, 2019 Paid By: STEVEN GROSDIDIER Pay Method: CREDIT CARD 05060B Printed: Wednesday, January 23, 2019 12:49 PM 1 of 1 r- ? "; ��I�srsreMs DESCRIPTIONS PermitTRAK PAID $230.55 PG16-0139 Address: 3425 S 116TH ST 133 Apn: 1023049043 $230.55 PLUMBING $222.75 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $66.83 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $123.42 TECHNOLOGY FEE $7.80 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12311 R000.322.900.04.00 0.00 $7.80 $230.55 Date Paid: Wednesday, September 13, 2017 Paid By: BURR ENVIRONMENTS Pay Method: CHECK 10252 Printed: Wednesday, September 13, 2017 12:45 1 of 1 CN? SYSTEMS PM DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $10,650.53 D16-0253 Address: 3425 S 116TH ST 133 Apn: 1023049043 $7,550.24 DEVELOPMENT $7,550.24 PLAN CHECK FEE R000.345.830.00.00 0.00 $7,550.24 EL16-0851 Address: 3425 S 116TH ST 133 Apn: 1023049043 $2,435.86 ELECTRICAL $2,435.86 PLAN CHECK FEE R000.345.832.00.00 0.00 $2,435.86 M16-0146 Address: 3425 S 116TH ST 133 ' Apn: 1023049043 $626.05 MECHANICAL $626.05 PLAN CHECK FEE R000.322.102.00.00 0.00 $626.05 PG16-0139 Address: 3425 S 116TH ST 133 Apn: 1023049043 $38.38 PLUMBING $38.38 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9433 R000.322.103.00.00 0.00 $38.38 $10,650.53 Date Paid: Friday, September 16, 2016 Paid By: BURR COMPUTER ENVIRONMENTS Pay Method: CHECK 10111 Printed: Friday, September 16, 2016 9:59 AM 1 of 1 r SY$TEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 02/15/2019 07:44:03 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1473 TRAN AMOUNT: $144.20 APPROVAL CD: 0354C7 RECORD #: 000 CLERK ID: Bill {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 01/23/2019 12:48:34 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1734 K TRAN AMOUNT: $72.10 APPROVAL CD: 05060B RECORD #: 000 CLERK ID: jazzel X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 01/23/2019 12:48:34 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1734 K TRAN AMOUNT: $72.10 APPROVAL CD: 05060B RECORD #: 000 CLERK ID: jazzel Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit �L�P n� INSPECTION N0. PERMIT N0.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: F N P" r+n I3► " Address:Date tlVg Called: Special Instructions: X33 Date Wanted: .m. 14 -&n)- �p. Requester: Phone No: OjApproved per applicable codes. El Corrections required prior to approval. lJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD IF&V,-D13qRetain a copy with permitl INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Pro'e t: T pe of Inspection: 'FL F A)AL [Addr -3 14Z -5, � Date Called: Special Instructions: /✓ t Date Wanted: m. �—� J�1 t Phone No: Approved per applicable codes. Corrections required prior to approval. ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r�E I ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. L INSPECTION RECORD � z Retain a copy with permit I pn/b �✓ I PE ON NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: T f Inspection: Addressf 7, &-Spe:3 q sl� -....J&- Date Called: Special cial Instructions: Date Wanted: / a.m Requester: Phone N&✓ C—C3 —'3-S;(701 Inspector; � Date: i —Zg 4) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Galt to schedule reinspection. INSPECTION RECORD URetain a copy with permit INSPtCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: C- W lr,�✓NC l�o,'-J Address: Date Called: Special Instructions: Date Wanted: m. Requester: Phone No: Zo G S'a3 n Wpproved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. A EdgeConneX v v n I 3425 S 116th Street L YR# eries LF909 Reduce ressure Zone Assemblies LF909 Sizes: a/",1 " (20, 25mm) LF909M1 Sizes: 1'/4", 11/2", 2" (32, 40, 50mm) Series LF909 Reduced Pressure Zone Assemblies are designed to provide superior cross -connection control protection of the potable water supply in accordance with national plumbing codes and containment control for water authority requirements. This series can be utilized in a variety of installations, including health hazard cross -connections in plumbing systems or for containment at the service line entrance. The LF909 features Lead Free* con- struction to comply with Lead Free* installation requirements. With its exclusive, design incorporating the "air-in/water-out" principle it provides maximum relief valve discharge during the emergency conditions of combined backsiphonage and backpressure with both checks fouled. Model LF909QT, standardly furnished with full port, resilient seated and Lead Free* cast copper silicon alloy ball valve shutoffs. Sizes 3/a" and 1 " (20 and 25mm) shutoffs have tee handles. Features • Modular design • Replaceable seats • Compact for installation ease • Horizontal or vertical (up or down) installation on limited sizes only • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each cross -connection to prevent backsiphonage and backpressure of hazardous materials into the potable water supply. The assembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsiphonage pro- tection shall include provision to admit air directly into the reduced pressure zone via a separate channel from the water discharge channel, or directly into the supply pipe via a separate vent. The assembly shall be constructed using Lead Free* cast copper sili- con materials. The Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall include two tightly closing shutoff valves before and after the assembly, test cocks and a protective strainer upstream of the No. 1 shutoff valve. The assembly (specify Model LF909 for temperatures up to 140°F (60°C) or Model LF909HW for temperatures up to 210°F (990C)) shall meet the requirements of ASSE Std. 1013; AWWA Std. C-511-92 CSA 864.4; FCCCHR of USC Manual Section 10. Listed by IAPMO (UPC). SBCCI (Standard Plumbing code). The assembly shall be a Watts LF909QTS or LF909QTSHW. Model LF909M1QT-S 1'/Z" (40mm) Supply Pressure Channel to Relief Valve Relief Valve Assembly ES-LF909S C1!k4F T UKl i ,, AN 2019 PERMIT CEyN1 En t, Ball Valve Test Cocks Water Outlet Air Inlet Second Check Module Assembly Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- %%!WA7W out prior notice and without incurring any obligation to make such changes anP51d modi(0.fications on catiWatts products previously or subsequently sold.0111 Models Suffix QT Quarter -turn ball valves S Bronze strainer HW Stainless steel check modules for hot and harsh water conditions L� The installation of a drain line is recommended. When installing a drain line, an air gap is necessary. Materials Body: Lead Free* Cast Copper Silicon Alloy Check Seats: 909 Celcon® Relief Valve Seats: Stainless Steel 909HW Test Cocks: Lead Free* Cast Copper Silicon Alloy Celcon° is a registered trademark of Celanese, Limited Connections %" — (D(19 — 25mm) 909 -NPT Female threaded body connection 1'/4" — 2" (32 — 50mm) 909 -M1 -NPT Male threaded body connection Standards AWWA C-511-92 FCCCHR of USC Manual Section 10 IAPMO (UPC), SBCCI (Standard Plumbing code) Tested and Certified by NSF International Approvals als IAPMO Listed b ASSE c Ca ® � P° o *S )F Listed by SBCCI 1013 864.4 $Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. (QT and S Models) Vertical "flow -up" approval only on 3/4" (20mm) and 1 " (25mm) sizes (model LF909QT). Dimensions — Weights When installing a drain line use 909AG series Air Gaps on Series 909 backflow preventers. tt909EL series elbows are for air gaps on backflow preventers in vertical installations. C wui - -11 Series 909AG Air Gaps Pressure — Temperature Temperature Range: 33°F —140°F (0.5°C — 60°C) continuos, 180°F (82°C) intermittent Maximum Working Pressure: 175psi (12.1 bar) Series LF909HW: Temperature Range: 33°F — 210°F (0.5°C — 99°C) Maximum Working Pressure: 175psi (12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompa- nying air-in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The chan- nel on the left then drains the zone to atmosphere. Therefore, if both check valves.foul, and simultaneous nega- tive supply and positive backpressure develop, the relief valve uses the air- in/water-out principle to stop potential backflow. B D ----------------------•-------- As I--------------- E6 --------------I WATER OUT AIR IN 0 Model LF909OT-S 0• DRAIN OUTLET DIMENSIONS Iron Body Sizes Sizes A B No. Desc. in. mm in. mm in. mm in. mm lbs. kg. A � r GKa'1�_1Z3�2J i <--M' DE—_17T, -1� 909EL-C Elbow# %,1 19,25 — — 2'/s 60 2% 60 'fie .2 909AG-F Air Gap 1%-2 32-50 2 50 4'/6 111 6'/4 171 3% 1.5 909EL-F I Elboww# 1'/,-2 32-50 — — 3% 92 35% 92 2 .9 Pressure — Temperature Temperature Range: 33°F —140°F (0.5°C — 60°C) continuos, 180°F (82°C) intermittent Maximum Working Pressure: 175psi (12.1 bar) Series LF909HW: Temperature Range: 33°F — 210°F (0.5°C — 99°C) Maximum Working Pressure: 175psi (12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompa- nying air-in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The chan- nel on the left then drains the zone to atmosphere. Therefore, if both check valves.foul, and simultaneous nega- tive supply and positive backpressure develop, the relief valve uses the air- in/water-out principle to stop potential backflow. B D ----------------------•-------- As I--------------- E6 --------------I WATER OUT AIR IN 0 Model LF909OT-S Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research of the University of Southern California lab tests. OTypical maximum system flow rate (7.5 feet/sec.) %" (20mm) i9gmm1 kPa psi 110 16 83 12 55 8 28 4 kPa 138 103 69 35 0 5 10 15 20 25 30 35 gpm 0 19 38 57 76 95 114 133 Ipm 5 7.5 10 15 20 fps 1.5 2.3 3.0 4.6 6.1 mps kPa 6 138 103 69 35 kPa f 138 103 69 35 V a w 15 zu z5 au 35 Q 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 5 7,5 10 15 20 fps 1.5 2.3 3.0 4.6 6.1 mps si ?0I- 0 10 20 30 40 50 60 70 80 90 100 gpm u 1u zu 30 49 50 60 70 80 90 100 gpm 0 38 76 114 152 190 228 266 304 342 380 Ipm 0 38 76 114 152 190 228 266 304 342 380 Ipm 5 7.5 10 15 20 fps 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 6.1 mps 1.5 2.3 3.0 4.6 mps LF9090T, LF909OT-S kPa r 138 103 69 35 2" i50mm1 si Ig C 25 5u i5 luu 125 150 175 200 gpm 95 190 285 380 475 570 665 760 Ipm 5 7.5 10 15 A in. mm fps mm 1.5 2.3 3.0 mm 4.6 mm E in. mps 1: SIZE (ON) DIMENSIONS WEIGHT A in. mm As in. mm 8 in. mm C in. mm D in. mm E in. mm Es in. mm L in. mm P in. mm OT lbs. k s. OT -S lbs. kgs. ''/<" 14% 365 18'/,6 459 8'/ ___82',__2 222 4 102 4'/4 121 6'/. 171 10'/6 259 75/6 186 3% 98 14 6.4 15.6 7.1 95 22 4 10 '� 1 1 �j_j 8 1 �Z9 5,6 186 ', 98 �6.8 1'/."M1 1'/z"Ml 2"M1 18'% 19 19'/: 470 483 495 1 23'/s 24% 2515/,6 595 619 659 1 11% 115% 1155/ 295 295 295 5'/� 5'/2 5'/z 140 140 1406'/z 6YZ 6'/z 165 165 165 7'/, 7'/2 7% 191 191 197 12'/,6 125% 131$/6 310 321 354 10% 10% 10'/e 264 264 264 5'/4 5% 5'/ 133 133 133 40 40 40 18.1 18.1 18.1 42.8 44.0 47.4 19.4 20.0 21.5 Subscript IS' = strainer model O�WATIV USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com ES-LF909S 1750 0 2017 Watts City of Tukwila Department of Community Development Allan Ekberg, Mayor Jack Pace, Director December 11, 2018 RECEIVED TRAVIS FORT DEC 1 7 2018 10400 RODGERS RD HOUSTON, TX 77070 1 BY: .............. RE: Correction Letter # I to Revision #2 PLUMBING/GAS PIPING Permit Application Number PG 16-0139 EDGECONNEX - 3425 S 116TH ST 133 Dear TRAVIS FORT, This letter is to inform you of corrections that must be addressed before your development 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 following departments: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Applicant shall submit a cut sheet for the proposed Reduced Pressure Principle assembly (RPPA) and circle the backflow to be installed. The backflow device shown and labeled on plan sheet P2.2 as a I" WATTS 909D is obsolete according to the USC approved backflow devices. The proposed RPPA shall be a current approved USC - Foundation for Cross -Connection Control and Hydraulic Research backflow device. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, C "_?� Bill Rambo Permit Technician File No. PG 16-0139 :r _+6 REVISION N0. Z. �j1 b- 0119 RECEI\,-E*.J, CITY OF TUn ;l. A JAN 10 2019 PERMIT 6300Southcenter Boulevard .Suite #100 • Tukwila Washington 98188 * Phone 206-431-3670 9 Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director December 11, 2018 TRAVIS FORT 10400 RODGERS RD HOUSTON, TX 77070 RE: Correction Letter # 1 to Revision #2 PLUMBING/GAS PIPING Permit Application Number PG16-0139 EDGECONNEX - 3425 S 116TH ST 133 Dear TRAVIS FORT, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All convection requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Applicant shall submit a cut sheet for the proposed Reduced Pressure Principle assembly (RPPA) and circle the backflow to be installed. The backflow device shown and labeled on plan sheet P2.2 as a 1" WATTS 909D is obsolete according to the USC approved backflow devices. The proposed RPPA shall be a current approved USC - Foundation for Cross -Connection Control and Hydraulic Research backflow device. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two_(Q sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PG 16-0139 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director August 21, 2018 Travis Fort 10400 Rodgers Road Houston, Texas 77070 RE: Request for Extension #3 Permit Number PG16-0139 Dear Mr. Fort, This letter is in response to your written request for extension for Permit PG16-0139. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through March 12, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Vo � VA '�11 Rachelle Ripley Permit Technician File: Permit No. PG16-0139 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov BCE/ BURR COMPUTER ENVIRONMENTS INC. August 7, 2018 Attn: Mr. Jerry Hight Re: Permit Application No. PG16-0139 EDGECONNEX 3425 S 116 ST Dear Mr. Hight, I am writing this letter to request an extension for this PLUMBING permit application. The reason for this request is our customer is waiting on their client to sign so they can start the build. This has caused the delay in the start of construction. Please review this information and feel free to contact me with any questions. I may be reached any time by cell phone (713) 775-9349 or email travis.fort@bcei.com. Regards, /A - Travis Fort, PE Burr Computer Environments, Inc. Request for Extension-. # �— Current Expiration Date: U Extension Request: Approved for days D Denied (provide explanation) Signature% initials J 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281) 374-8992 Page 1 of 1 RECEIVED CITY GSE TUKWiLA AUG 0 9 20% PERMIT CENTER 8/1/2018 Citv of Tukwila Allan Ekberg, Mayor Jack Face, Utrector Department of Community Development TRAVIS FORT 10400 RODGERS RD HOUSTON, TX 77070 RE: Permit No. PG 16-0139 EDGECONNEX 3425 S 116TH ST 133 Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/12/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/12/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, W R chelle Ripley Permit Technician File No: PG16-0139 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Alan Ekberg, Mayor Department of Community Development - Jack Pace, Director March 12, 2018 Travis Fort Burr Computer Environments, Inc 10400 Rodgers Road Houston, TX 77070 RE: Request for Extension #2 Permit Number PG16-0139 Dear Mr. Fort, This letter is in response to your written request for an extension to Permit PG16-0139. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through September 12, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Wpe It Permit Technician File: Permit No. PG 16-0139 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov EIr CEIRR COMPUTER ENVIRONMENTS, INC. March 5, 2017 Attn: Mr. Jerry Hight Re: Permit Application No. PG16-0139 EDGECONNEX 3425 S 116 ST Dear Mr. Hight, RE(.""E `v ALJ CITU OF TIJKWILA MAR P 7 2018 PERMIT CENTER I am writing this letter to request an extension for this PLUMBING permit application. The reason for this request is our customer is waiting on their client to sign so they can start the build. This has caused the delay in the start of construction. Please review this information and feel free to contact me with any questions. I may be reached any time by cell phone (713) 775-9349 or email travis.fort@bcei.com. Regards, Travis Fort, PE Burr Computer Environments, Inc. I Request for Extension # -f� I'Z I� Current Expiration Date: Extension Request: [Approved for days /❑ Denied (provide explanation) Signature/Initials 1 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281) 374-8992 Page 1 of 1 City of Tukwila Department of Community Development 2/1/2018 TRAVIS FORT 10400 RODGERS RD HOUSTON, TX 77070 RE: Permit No. PG 16-0139 EDGECONNEX 3425 S 116TH ST 133 Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/12/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/12/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, P"� IV !?V� Rachelle Ripley Permit Technician File No: PG16-0139 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 8/1/2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director TRAVIS FORT 10400 RODGERS RD HOUSTON, TX 77070 RE: Permit Application No. PG16-0139 EDGECONNEX 3425 S 116TH ST 133 Dear TRAVIS FORT, In reviewing our current application files, it appears that your permit applied for on 9/16/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 9/16/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, achelle iple Permit Technician File No: PG16-0139 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Ciry ®f Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director March 24, 2017 Travis Fort 10400 Rodgers Road Houston, TX 77070 RE: Request for Application Extension #1 Permit Number PG16-0139 Dear Mr. Fort, This letter is in response to your written request for an extension to Application Number PG16-0139. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through September 16, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ri le l P Y Permit Technician File: Permit No. PG 16-0139 Tukwila City Hall - 6200 Southcenter Boulevard - Tukwila, WA 98188 - 206-433-1800 - Website: TukwilaWA.gov rBcElj March 10, 2017 Attn: Mr. Jerry Hight Re: Permit Application No. PG16-0139 EDGECONNEX 3425 S 116 ST Dear Mr. Hight, I am writing this letter to request an extension for this PLUMBING permit application. The reason for this request is our customer is waiting on their client to sign so they can start the build. This has caused the delay in wanting to pick-up the permit due to not having a construction start date confirmed. Please review this information and feel free to contact me with any questions. I may be reached any time by cell phone (713) 775-9349 or email travis.fort@bcei.com. Regards, Travis Fort, PE Burr Computer Environments, Inc. RECEIVED CITY OF TUKWILA, MAR 15 2017 PERMIT CENTER Request for E�x�t�en�sion # I / Current Expiration Dater Extension Request: Approved for �d days ❑ Denied (provide explanation) Signature/Initials _ 4/ 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281) 374-8992 Page 1 of 1 City of Tukwila Allan Ekberg, Mayor ° Department of Community Development Jack Pace, Director 2/1/2017 TRAVIS FORT 10400 RODGERS RD HOUSTON, TX 77070 RE: Permit Application No. PG 16-0139 EDGECONNEX 3425 S 116TH ST Dear TRAVIS FORT, In reviewing our current application files, it appears that your permit applied for on 9/16/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 3/16/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, RachellAeR i P""� I e Permit Technician File No: PG 16-0139 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 e Phone 206-431-3670 • Fax 206-431-3665 PLUMBING FIXTURE SCHEDULE ID ITEM MANUFACTURER/ FIXTURE REMARKS J HOT WATER (HW) MODEL NO. SERVICE HOT WATER RETURN (HWR) SK -1 SINK W/FITTINGS ELKAY GOURMET LRADQ221955 1/2" CW 22" X 19-1/2" ------------ PLUMBING WASTE AND VENT PLAN 5-1/2" DEPTH- HW 1WASTE 3 HOLE WITH DRAIN FITTING SANITARY WASTE (W) G NATURAL GAS (G) 0+-j STAINLESS STEEL PIPE UP Q AMERICAN STANDARD 6532.170 1-1/2" VENT MONOBLOC POLISHED CHROME WATER ordinance Re rp CAP MONTERREY 8" WIDESPREAD FAUCET SENSE CERTIFIED (1.5 GPM) FAUCET LAV -1 WALL HUNG LAVATORY KOHLER BRENHAM K-199-1 W/ SHROUD 1/2" CW 21-15/16" X 19-3/4" TEE OR BRANCH CONNECTION W/FITTINGS IF PIPE IS INSULATED 1/2" HW ADA HANGER FLOOR SINK AMERICAN STANDARD 2064.101 SERIN 2" WASTE WHITE CARRY UP THRU ROOF TO COUNTERFLASHING INSULATION SINGLE CONTROL1-1/2" VENT MONOBLOC POLISHED CHROME WATER co SHIELD ABOVE ROOF SENSE CERTIFIED (1.2 GPM) FAUCET WC -1 FLUSH TANK WATER CLOSET AMERICAN STANDARD 2462.100 CADET 1/2" CW WATER SENSE CERTIFIED (1.1 GPF) CHECK VALVE HW TO SYSTEM W/SEAT & FITTINGS FloWise ELONGATED BOWL 4" WASTE TURNBUCKLE 2" VENT OLSONITE 1OCC OPEN FRONT -_ TOILET SEAT COU TERED EWHO2000 ELECTRIC WATER HEATER LOCHINVAR RJCO20E 3/4" CW 19 GALLON CAP 1500 W ELEMENT 3/4" HW 208V/1e FD -1 FLOOR DRAIN WITH J.R. SMITH FIGURE 2" WASTE BRONZE GRATE INTEGRAL BACKWATER 2530 OR EQUAL. INTEGRAL CLEANOUT VALVE. FD -2 FLOOR DRAIN WITH BACKWATER VALVE WADE 2390 3" WASTE 16"x16" SQUARE FLOOR 1-1/2" VENT DRAIN WITH 12" SUMP. — — T T PIPE FULL SIZE TO FLOOR DRAIN. CUT Ya OF GRATE. WATER ' ' BACKWATER VALVE. SA -1 SHOCK ABSORBER WATER HAMMER ARRESTOR - SEAMLESS REFER TO INSTALL UNIT AND ACCESSORIES IN HEATER COPPER WITH 0 -RING PISTON, RISER ACCORDANCE WITH MANUFACTURER'S APPROVED FOR CONCEALED WALL DIAGRAM PUBLISHED RECOMMENDATIONS. CONSTRUCTION,PDI CERTIFIED : SIOUX 18 GA. GALV. SHEETMETAL SADDLE 6 CHIEF HYDRA -RESTER. ROOFING FCO -1 FLOOR CLEANOUT CAST IRON BODY, FLANGED FERRULE REFER TO PER CODE DRAIN PAN WITH HOSE WITH GAS TIGHT PLUG, NICKEL BRONZE RISER SCORIATED TOP : WADE SERIES 7000NH. DIAGRAM HB -1 HOSE BIBB ZURN Z1388 1/2" CW FREEZEPROOF, AUTOMATIC DRAINING, COMPLETE WITH VACUUM BREAKER. JB -1 JANITOR BASIN FIAT MSB 24"x24"x10" 1/2" CW MOLDED STONE MOP SERVICE BASIN, 832 -AA HOSE " HW QDC-35N QUICK DRAIN CONNECTOR, 889 -CC MOP HANGER 3" WASE 3" GRID DRAIN, THREAD SPOUT AND CLOSED -CELL INSULATION AT 830 -AA FAUCET W/ VACUUM BREAKER 1-1/2" VENT WALL BRACE, AND STAINLESS STEEL WALL GUARDS. 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. PLUMBING SPECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2010 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL. II. PIPING A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER -PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFF.CTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH AND BA -150 R L�QUALEBY NIBCO. VIN TALLDALML VALVES IN EASILY IACCESSIBLEO OCATIONS. (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. V. PIPING INSULATION A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. PLUMBING LEGEND �-- - - --1 COLD WATER (CW) -----------� J HOT WATER (HW) ----------� PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS & HOT WATER RETURN (HWR) ------------------------- R INDUSTRIAL COLD WATER (ICW) PCD PUMPED PUMPED CONDENSATE ------------ PLUMBING WASTE AND VENT PLAN VENT PIPING (V) — — — — — SANITARY WASTE (W) G NATURAL GAS (G) 0+-j PIPE UP Q PIPE DOWN ordinance Re rp CAP 'Q 90' ELBOW RISE OR DROP IN ELEVATION T. �+ TEE OR BRANCH CONNECTION F.D. IF PIPE IS INSULATED FLOOR DRAIN F.S. HANGER FLOOR SINK VTR CW FROM SYSTEM VENT THROUGH ROOF CARRY UP THRU ROOF TO COUNTERFLASHING INSULATION co SHIELD ABOVE ROOF SPLIT RING TYPE HANGER CHECK VALVE HW TO SYSTEM TURNBUCKLE AS REQ'D -_ 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. PLUMBING SPECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2010 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL. II. PIPING A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER -PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFF.CTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH AND BA -150 R L�QUALEBY NIBCO. VIN TALLDALML VALVES IN EASILY IACCESSIBLEO OCATIONS. (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. V. PIPING INSULATION A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. �-- 0.75"HW � - - — - - — - - �- - — - - — - - �- - 0.75"HW -- - —qTCONNECT TO EXISTING DOMESTIC J I L 3 -VTR T-0.75"CW—.TT -1"CW- - - - 1 "CW —�— COLD WATER MAIN. REFER TO j r I r 17. t r r PLAN 1/P2.2 FOR COORDINATION. I `� I �' 2�_ -------- 2'�/--- L, 3 �' 3 '^ _U r = U0 o= � ^ � o o o o r� o I I I I I 1-1 2"V I I I 11-1/2"V I0/1-1 /2'11 1-1/2v I I I -1/2"V I I ^•� I 1-1 2"V I I I - / I 1-1/2-V I 1-1/2"V I I I til I 1 1/2"V i I I � _ I I I I I I I LAV 1 I LAV -1 I I I SK -1 FWCO-1 I I I I I I 1L JB -1 I I LA, I I L LAV -1 ( IL SK -1 I I I I I I I I I I d1t FD-2 3"W JB -1 WC -1 I FD -1 I( 2"W ( FD -1 I WC -1 2"W Tj — I _ I R I Tj- I 2"W I Tj_ I WH -1 L WC -1 —i— L WC -1 O IiJ I I I II LI I TRAP PRIMERS TO--------�--- �----- —L RESTROOM FLOOR DRAINS 3"W 2"VV 2"W 3"W GALVANIZED � DRAIN PANROUTE TO NEAREST DRAIN r0ih DOMESTIC WATER RISER DIAGRAM0 WASTE AND VENT RISER DIAGRAM V2,0 1 NOT TO SCALE P01 NOTTO SCALE 1 a Ifi} ,xx F I REVI._ S_ IQNS No changes shall be made to the scope of work without prior aporoval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. RECEIVED JAN 292019 TUKWILA PUBLIC WORKS REVISION NO._3 PLUMBING DRAWING INDEX NUMBER 1 DRAWING TITLE J Plan review appr 7/26/17 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS & DETAILS P1.1 R PLUMBING DEMOLITION FLOOR PLAN omissions Approval A01/11/19 PLUMBING WASTE AND VENT PLAN REVISION #3 P2.2 00 PLUMBING DOMESTIC WATER PLAN not autharnze the yr 0 REC Q ordinance Re rp CDco 'Q CLEVIS TYPE t3y. �+ qzr 5 IF PIPE IS INSULATED HANGER ; Date: - C CW FROM SYSTEM CARRY UP THRU ROOF TO COUNTERFLASHING INSULATION co SHIELD ABOVE ROOF SPLIT RING TYPE HANGER CHECK VALVE HW TO SYSTEM TURNBUCKLE AS REQ'D -_ COU TERED /-RATIGER ROD AS REQUIRED CAP SPASPERCING OF ` (5H'yI—FLASHLNG 10 KJ HEAT TRAPS �STEEU`PIPE) COPPER FOR SPECI SPECIFICATIONS EXPANSION TANK TEMPERATURE AND COPPER PIPE) AMTROL ST -5 PRESSURE RELIEF VALVE. - — — T T PIPE FULL SIZE TO FLOOR DRAIN. WATER ' ' PIPE SLEEVE SHALL EXTEND MIN. 8" ABOVE FLASHING SHALL. BE PER ARCH. HEATER FINISHED ROOF ROOF DETAILS 18 GA. GALV. SHEETMETAL SADDLE 6 ROOFING MINIMUM 8" LONG DRAIN PAN WITH HOSE DRAIN CONNECTION PROVIDE FULL CIRCUMFERENCE 12" LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT INSULATION SLEEVE NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: STEEL PIPE: Y2" TO 1Y" - 7'-0" O.C. 2" TO 2Y" - 10'-0" O.C. COPPER PIPE: Y2" TO 1Ya" - 5'-0" O.C. 2" TO 2YP" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. 0t**60�_WATER HEATER 0 PIPE SLEEVE AT R rO*2\ NOT USEDOOF0 SINGLE PIPE HANGER POO1 NOT TO SCALE P001 I NOT TO SCALE P0•1 NOT TO SCALE PO.1 NOT TO SCALE �-- 0.75"HW � - - — - - — - - �- - — - - — - - �- - 0.75"HW -- - —qTCONNECT TO EXISTING DOMESTIC J I L 3 -VTR T-0.75"CW—.TT -1"CW- - - - 1 "CW —�— COLD WATER MAIN. REFER TO j r I r 17. t r r PLAN 1/P2.2 FOR COORDINATION. I `� I �' 2�_ -------- 2'�/--- L, 3 �' 3 '^ _U r = U0 o= � ^ � o o o o r� o I I I I I 1-1 2"V I I I 11-1/2"V I0/1-1 /2'11 1-1/2v I I I -1/2"V I I ^•� I 1-1 2"V I I I - / I 1-1/2-V I 1-1/2"V I I I til I 1 1/2"V i I I � _ I I I I I I I LAV 1 I LAV -1 I I I SK -1 FWCO-1 I I I I I I 1L JB -1 I I LA, I I L LAV -1 ( IL SK -1 I I I I I I I I I I d1t FD-2 3"W JB -1 WC -1 I FD -1 I( 2"W ( FD -1 I WC -1 2"W Tj — I _ I R I Tj- I 2"W I Tj_ I WH -1 L WC -1 —i— L WC -1 O IiJ I I I II LI I TRAP PRIMERS TO--------�--- �----- —L RESTROOM FLOOR DRAINS 3"W 2"VV 2"W 3"W GALVANIZED � DRAIN PANROUTE TO NEAREST DRAIN r0ih DOMESTIC WATER RISER DIAGRAM0 WASTE AND VENT RISER DIAGRAM V2,0 1 NOT TO SCALE P01 NOTTO SCALE 1 a Ifi} ,xx F I REVI._ S_ IQNS No changes shall be made to the scope of work without prior aporoval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. RECEIVED JAN 292019 TUKWILA PUBLIC WORKS REVISION NO._3 EfED CITY OFT KWILA JAN 2 3 2019. PERMIT CENTER lubi ct to errors ano uc on documents does f a y adopted code or ov d Fled Cogy and SEPARATE PERMIT REQUIRED FOR: Mecharticel Ele&lcal Ptumbing Gras Piping City of Tukwila BUILDING DIVISION N PLUMBING DRAWING INDEX NUMBER 1 DRAWING TITLE J PO.1 7/26/17 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS & DETAILS P1.1 R PLUMBING DEMOLITION FLOOR PLAN P2.1 A01/11/19 PLUMBING WASTE AND VENT PLAN REVISION #3 P2.2 00 PLUMBING DOMESTIC WATER PLAN 0 REC EfED CITY OFT KWILA JAN 2 3 2019. PERMIT CENTER lubi ct to errors ano uc on documents does f a y adopted code or ov d Fled Cogy and SEPARATE PERMIT REQUIRED FOR: Mecharticel Ele&lcal Ptumbing Gras Piping City of Tukwila BUILDING DIVISION N No. Date Description 1 9/9/16 J 7/26/17 Q - 11/09/18 R A01/02/19 PLAN CHECK RESPONSE 1 A01/11/19 00 REVISION #3 CD 00 0 Q W CDco 'Q �+ qzr 5 0 Uj co ISSUES & REVISIONS No. Date Description 1 9/9/16 ISSUE FOR PERMIT 7/26/17 REVISION #1 - 11/09/18 REVISION #2 A01/02/19 PLAN CHECK RESPONSE 1 A01/11/19 REVISION #3 FOR CODE COMPLIANCE FED 0 5 2919 AH 11 I3uILla DING DIVISION SEAL t. a 28 1 IDNAL Si MTITLS PLUMBING SOLS, SPECS, SCHEDS, RISERS & DETAILS SMM NO. DRAWN: TRF .1011 REVIEWED: RWB PROJECT NO.: C1395.00 P0,81 BURR COMPUTER ENVIRONMENTS, INC. 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 i V lL1lLL►7 ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com N Na Date J 1 9/9/16 J - 7/26/17 Q 11/09/18 REVISION #2 01/02/19 PLAN CHECK RESPONSE 1 -01/11/19 Cts REVISION #3 CO 00 � = Q REVIEWED FOR CODE COMPLIANCE APPROVED W C Q co J City of Tukwila BUILDING DIVISION UD W to F- ca LU co MUES & REVISIONS Na Date Description 1 9/9/16 ISSUE FOR PERMIT - 7/26/17 REVISION #1 11/09/18 REVISION #2 01/02/19 PLAN CHECK RESPONSE 1 -01/11/19 REVISION #3 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 5 2019 City of Tukwila BUILDING DIVISION M PLUNMINGWASTE ANDVENTPLAN SEUMNO DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 BURR COMPUTER ENVIRONMENTS, INC. i ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com Uj CO ISSM & REVISIONS Na Date Description 1 9/9/16 ISSUE FOR PERMIT 7/26/17 REVISION #1 11/09/18 REVISION #2 01/02/19 PLAN CHECK RESPONSE 1 01/11/19 REVISION #3 CODE COMPLIANCE APPROVED • FEB 0 5 2019 CitY of Tukwila BUILDING DIVISION Uj CO ISSM & REVISIONS Na Date Description 1 9/9/16 ISSUE FOR PERMIT 7/26/17 REVISION #1 11/09/18 REVISION #2 01/02/19 PLAN CHECK RESPONSE 1 01/11/19 REVISION #3 CODE COMPLIANCE APPROVED FEB 0 5 2019 CitY of Tukwila BUILDING DIVISION SIUM NO DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 plmde BURR COMPUTER ENVIRONMENTS, INC. PLUMBING FIXTURE SCHEDULE ID ITEM MANUFACTURER/ FIXTURE REMARKS PLUMBING DEMOLITION FLOOR PLAN HOT WATER (HW) MODEL NO. SERVICE HOT WATER RETURN (HWR) SK -1 SINK W/FITTINGS ELKAY GOURMET LRADQ221955 1/2" CW 22" X 19-1/2" ------------- HANGER 5-1/2" DEPTH 1/2" HW 3 HOLE WITH DRAIN FITTING �- G NATURAL GAS (G) 0--- 2" WASTE STAINLESS STEEL CFF ----R AMERICAN STANDARD 6532.170MONOBLOC 1-1/2" VENT POLISHED CHROME WATER CAP INSULATION MONTERREY 8" WIDESPREAD FAUCET 90' ELBOW SENSE CERTIFIED (1.5 GPM) FAUCET LAV -1 WALL HUNG LAVATORY KOHLER BRENHAM K-199-1 W/ SHROUD 1/2" CW 21-15/16" X 19-3/4" F.D. W/FITTINGS FLOOR DRAIN 1/2" HW ADA FLOOR SINK VTR AMERICAN STANDARD 2064.101 SERIN2" WASTE WHITE MONOBLOC POLISHED CHROME WATER SINGLE CONTROL 1-1/2" VENT SENSE CERTIFIED (1.2 GPM) FAUCET WC -1 FLUSH TANK WATER CLOSET AMERICAN STANDARD 2462.100 CADET 1/2" CW WATER SENSE CERTIFIED (1.1 GPF) GALVANIZED W/SEAT & FITTINGS FloWise ELONGATED BOWL 4" WASTE AS REQ'D 2" VENT COUNTER OLSONITE 1OCC OPEN FRONT PREVENTER WITH AIR GAP. AGER ROD AS REQUIRED TOILET SEAT i EWH02000 ELECTRIC WATER HEATER LOCHINVAR RJCO20E j 3/4" CW 19 GALLON Or HANGERS 1500 W ELEMENT 3/4" HW 208V/10 FD -1 FLOOR DRAIN WITH J.R. SMITH FIGURE 2" WASTE BRONZE GRATE PER SPECEFir'�T10NS INTEGRAL BACKWATER 2530 OR EQUAL. EXPANSION TANK TEMPERATURE AND INTEGRAL CLEANOUT COPPER PIPE) VALVE. LU FD -2 FLOOR DRAIN WITH BACKWATER VALVE WADE 2390 3" WASTE 16"x16" SQUARE FLOOR 1-1/2" VENT DRAIN WITH 12" SUMP. PIPE FULL SIZE TOi CUT Y4 OF GRATE. ;.� ;� OUT BACKWATER VALVE. SA -1 SHOCK ABSORBER WATER HAMMER ARRESTOR - SEAMLESS REFER TO INSTALL UNIT AND ACCESSORIES IN COPPER WITH 0 -RING PISTON, RISER ACCORDANCE WITH MANUFACTURER'S APPROVED FOR CONCEALED WALL DIAGRAM PUBLISHED RECOMMENDATIONS. FLASHING SHALL CONSTRUCTION,PDI CERTIFIED : SIOUX CHIEF HYDRA -RESTER. WATER ; PIPE SLEEVE SHALL EXTEND MIN. 8" ABOVE FCO -1 FLOOR CLEANOUT CAST IRON BODY, FLANGED FERRULE REFER TO PER CODE WITH GAS TIGHT PLUG, NICKEL BRONZE RISER ROOF DETAILS SCORIATED TOP : WADE SERIES 7000NH. DIAGRAM HB -1 HOSE BIBB ZURN Z1388 1/2" CW FREEZEPROOF, AUTOMATIC DRAINING, COMPLETE WITH VACUUM BREAKER. JB -1 JANITOR BASIN FIAT MSB 24"x24"x10" 1/2" CW MOLDED STONE MOP SERVICE BASIN, 832 -AA HOSE 1/2" HW QDC-35N QUICK DRAIN CONNECTOR, 889 -CC MOP HANGER 3" WASTE 3" GRID DRAIN, THREAD SPOUT AND 830 -AA FAUCET W VACUUM BREAKER / 1-1/2" VENT WALL BRACE, AND STAINLESS STEEL DRAIN CONNECTION WALL GUARDS. v � 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE. ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. -11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. PLUMBING SPECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2010 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL. II. PIPING A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL" BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH AND BABRASS -150 ORLLEQUALEBY NIBCO. yINSTALLDALLAVALVES IN EASILY MILWAUKEE MODELS (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. . V. PIPING INSULATION A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. PLUMBING LEGEND �-- - - --� COLD WATER (CW) 2----------1 PLUMBING DEMOLITION FLOOR PLAN HOT WATER (HW) ----------� P2.2 HOT WATER RETURN (HWR) ------------------------- INDUSTRIAL COLD WATER (ICW) -PCD PUMPED CONDENSATE ------------- HANGER VENT PIPING (V) 1-- — — — — — -� SANITARY WASTE (W) �- G NATURAL GAS (G) 0--- PIPE UP CFF ----R PIPE DOWN �-� CW FROM SYSTEM CAP INSULATION 90' ELBOW RISE OR DROP IN ELEVATION TEE OR BRANCH CONNECTION F.D. FLOOR DRAIN F.S. FLOOR SINK VTR VENT THROUGH ROOF WATTS SERIES 909 TURNBUCKLE GALVANIZED REDUCED PRESSURE BACK-FLOW AS REQ'D COUNTER PREVENTER WITH AIR GAP. AGER ROD AS REQUIRED FL-ASHSPACING v � 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE. ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. -11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. PLUMBING SPECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2010 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL. II. PIPING A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL" BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH AND BABRASS -150 ORLLEQUALEBY NIBCO. yINSTALLDALLAVALVES IN EASILY MILWAUKEE MODELS (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. . V. PIPING INSULATION A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. �- - (E)2"CW 1-- 0.75"HW-4----------�--------�- 0.75"HW ---� CONNECT TO EXISTING DOMESTIC 0.75"CW T - -T 1 "CW� - - i- --¢-1 "CW t COLD WATER MAIN. REFER TO I PLAN 1/P2.2 FOR COORDINATION. I I I ( I I3 I I I I I� I I oc:i :r.:v I n _ U = to � 2 to Un = to (O ^ r*'� O O ^ O ^ O O ^ O U') =1 it it ISI) it O 1 �I I �I ISI 1 I 1 E JB -1 I I L LAV -1 I I L LAV -1 I I SK -1 1 1 I , WH -1 L WC -1 -a- WC -1 TRAP PRIMERS TO RESTROOM FLOOR DRAINS GALVANIZED DRAIN PAN ROUTE TO NEAREST DRAIN DOMESTIC WATER RISER DIAGRAM VL., o. TO:C.LE J I L 3"VTR I 2"V 2"V ---------------------------- ---J-------t--------------� I I I I I I I I I I I I I I I I I 1-1/2"V I 1-1/2"V II 1 1-1/2"V 1-1/2"V I 1 I I' -1/2"V \ �I 1-1/2"v 1-1/2N 1-1/2"V I til i 1-1/2-V i I II I I I LAV -1 I LAV -1 I SK -1 FWCO-1 I I 1 1 I I I I I I I I r U 1 I 1 1 I I I FD -2 3"W i JB -1 WC -1 FD -1 I 2"W ( FD -1 WC -1 2"W I I I I 2"WI I Ti- 3"W 2"W 2V 3"W r0i WASTE PO.1 NOT TO SCALE AND VENT RISER DIAGRAM FIL P Permit No. / !% Plan review approval. is subject to errors and omissions Approval of construction documents (lot rlct autr, size the violation of any adopted code 416 ((�� t1 fI ►16 , Ordinance Receipt of appfovea Fieto opy and co got z411- I dg Date:_----;1�-_ City of TuKwna RUIt P'NrnIVISION RE 3EIVIE: D CI TUKWILA DEC 0 4 2018 PERIVOIT CENTER PLUMBING DRAWING INDEX NUMBER DRAWING TITLE PO.1 PLUMBING SYMBOLS, SPE6S, SCHEDS, RISERS & DETAILS P1.1 PLUMBING DEMOLITION FLOOR PLAN P2.1 CLEVIS TYPE P2.2 PLUMBING DOMESTIC WATER PLAN r_ Co Q HANGER M IF PIPE IS INSULATED CW FROM SYSTEM CARRY UP THRU ROOF TO COUNTERFLASHING INSULATION SHIELD ABOVE ROOF SPLIT RING TYPE HANGER CHECK VALVE HW TO SYSTEM WATTS SERIES 909 TURNBUCKLE GALVANIZED REDUCED PRESSURE BACK-FLOW AS REQ'D COUNTER PREVENTER WITH AIR GAP. AGER ROD AS REQUIRED FL-ASHSPACING Or HANGERS �I" ItisNPIPE)P x' 10 10 HEAT TRAPS .�STIEEICOP_FER FOR TYP GATE ( ) VALVE PER SPECEFir'�T10NS EXPANSION TANK TEMPERATURE AND COPPER PIPE) LU AMTROL ST -5 PRESSURE RELIEF VALVE. _ PIPE FULL SIZE TOi ;.� ;� OUT FLOORDRAIN., FLASHING SHALL WATER ; PIPE SLEEVE SHALL EXTEND MIN. 8" ABOVE BE PER ARCH. IN OUT HEATER j FINISHED ROOF ROOF DETAILS TO SYSTEM 18 GA. GALV. SHEETMETAL SADDLE ROOFING MINIMUM 8" LONG DRAIN PAN WITH HOSE PIPE AIR GAP FUNNEL DRAIN PCROVIDE FULL CIRCUMFERENCE DRAIN CONNECTION f- DISCHARGE TO DRAIN 12" LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT INSULATION SLEEVE NOTE: NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 1. SEE FLOOR PLAN FOR SIZE 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: OF R.P.B.P. AND PIPE. STEEL PIPE: Y2" TO 1Y" - 7'-0" O.C. 2" TO X - 10'-0" O.C. COPPER PIPE: Y" TO %4" - 5'-0" O.C. SEPARATE PERMIT R UIRED FOR: 2" TO 2Y2" - 8'-0" O.C. g Mecham+cel CAST IRON PIPE: ALL - 10'-0" O.C. V 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. Electtic011 _.,. ❑ Plumbing rO:t\ WATER HEATER 0 PIPE SLEEVE AT ROOF REDUCED PRESSURE o SINGLE PIPE HANGER r of Gas Piping BUILDING GDIVISION Po.1 BACKFLOW PREVENTER P001 NOT TO SCALE POO1 NOT TO SCALE NOT TO SCALE PO.1 NOT TO SCALE �- - (E)2"CW 1-- 0.75"HW-4----------�--------�- 0.75"HW ---� CONNECT TO EXISTING DOMESTIC 0.75"CW T - -T 1 "CW� - - i- --¢-1 "CW t COLD WATER MAIN. REFER TO I PLAN 1/P2.2 FOR COORDINATION. I I I ( I I3 I I I I I� I I oc:i :r.:v I n _ U = to � 2 to Un = to (O ^ r*'� O O ^ O ^ O O ^ O U') =1 it it ISI) it O 1 �I I �I ISI 1 I 1 E JB -1 I I L LAV -1 I I L LAV -1 I I SK -1 1 1 I , WH -1 L WC -1 -a- WC -1 TRAP PRIMERS TO RESTROOM FLOOR DRAINS GALVANIZED DRAIN PAN ROUTE TO NEAREST DRAIN DOMESTIC WATER RISER DIAGRAM VL., o. TO:C.LE J I L 3"VTR I 2"V 2"V ---------------------------- ---J-------t--------------� I I I I I I I I I I I I I I I I I 1-1/2"V I 1-1/2"V II 1 1-1/2"V 1-1/2"V I 1 I I' -1/2"V \ �I 1-1/2"v 1-1/2N 1-1/2"V I til i 1-1/2-V i I II I I I LAV -1 I LAV -1 I SK -1 FWCO-1 I I 1 1 I I I I I I I I r U 1 I 1 1 I I I FD -2 3"W i JB -1 WC -1 FD -1 I 2"W ( FD -1 WC -1 2"W I I I I 2"WI I Ti- 3"W 2"W 2V 3"W r0i WASTE PO.1 NOT TO SCALE AND VENT RISER DIAGRAM FIL P Permit No. / !% Plan review approval. is subject to errors and omissions Approval of construction documents (lot rlct autr, size the violation of any adopted code 416 ((�� t1 fI ►16 , Ordinance Receipt of appfovea Fieto opy and co got z411- I dg Date:_----;1�-_ City of TuKwna RUIt P'NrnIVISION RE 3EIVIE: D CI TUKWILA DEC 0 4 2018 PERIVOIT CENTER PLUMBING DRAWING INDEX NUMBER DRAWING TITLE PO.1 PLUMBING SYMBOLS, SPE6S, SCHEDS, RISERS & DETAILS P1.1 PLUMBING DEMOLITION FLOOR PLAN P2.1 PLUMBING WASTE AND VENT PLAN P2.2 PLUMBING DOMESTIC WATER PLAN ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com 0 UJIQ c 0 0 W UJ YX SHEUTTIT.B PLUMBING SYAMOLS, SPECS, SCHEDS, RISERS & DETAILS DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 Puel OF BURR COMPUTER ENVIRONMENTS, INC. 00 CD 00 r_ Co Q S� M SHEUTTIT.B PLUMBING SYAMOLS, SPECS, SCHEDS, RISERS & DETAILS DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 Puel OF BURR COMPUTER ENVIRONMENTS, INC. u 0 ii (I tl II I ! I ISI �- - - - - -- ll !I II II I I ISI 03 ) / E ' I I Ili it \� I I ISI I I I l 3 4"CW I I i�l I I ! t I i�l I I ill ! II II I I I I,I I --�!---------- - 1I I I ISI I I Ill I I II II ! i ❑ H ❑ ❑ I� II it I ! i I Ill I ! I I (D)3/4 -HUM ! I Ill I II II I ! I I I,I I i II 022 i II �I I II II I i I I Ill I I I I Ill I ! I I ISI ! I II II ! ! I► ill i ! I I I,I I i II li ! I I I ill l l 02 I I I,I I I II II ! I i I Ill I ( ___________________________€�-__�_____----- II �� I I ISI I I II I I Ill I � ,f O C:1 II -CSI IIT 1 I I I I li I I T I I I (E)2 -CW II tl I ! I i�� i ! it \ II Ill T i ---------------------- 0---�t==-----II--------------------------------------------- ----------------- -- -(511 I ! I ! I 1 R- Ir,111 IllKD II I�--tJl I Ill II I � I I Ill I I SIJ I I,I I II p./ Ij II I,I 11 i! ! I ill II II !! I II I ( I I I I I Ill II I I I,I II II I I I I II II I I I I F77 F7 7-71 F—D Is - 9 - �(E)3/4-HUM - GENERAL NOTES 1. REFER TO SHEET POA FOR ALL SYMBOLS ON THIS SHEET. 2. ALL EQUIPMENT AND PIPING SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH LOCAL CODES. KEYED NOTES 01 DEMOLISH ALL PLUMBING FIXTURES AND ASSOCIATED BRANCH WASTE, VENT, COLD WATER AND HOT WATER PIPING BACK TO MAINS AND CAP IN THIS AREA UNLESS NOTED OTHERWISE. FIELD VERIFY EXISTING CONDITIONS. 02 EXISTING HUMIDITY PIPING TO BE. REMOVED. FIELD VERIFY EXISTING CONDITIONS. 03 EXISTING COLD WATER MAIN TO REMAIN. FIELD VERIFY EXISTING CONDITIONS. 04 EXISTING HUMIDITY PIPING TO REMAIN. FIELD VERIFY EXISTING CONDITIONS. NOT IN SCOPE RECEIVED CITE` OF TUKWILA DEC 0 4 2018 PERMIT CENTER N Na Date Description 1 9/9/16 J 7/26/17 Q A11/09/18 REVISION #2 co 00 100 Q � REVIEWED FOR p W e API C E APPROVED LLQ cf3T Q U N City of Tukwila Uj cno W ISSUES & REVISIONS Na Date Description 1 9/9/16 ISSUE FOR PERMIT 7/26/17 REVISION #1 A11/09/18 REVISION #2 REVIEWED FOR p W e API C E APPROVED JAN 18 20"19 City of Tukwila x � Z8. y•� ••0 DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 BURR COMPUTER ENVIRONMENTS, INC. 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 I W co I SEAL AY o •AS�•,` ;l. ict Jan PLUNMINGWASTE ANDIVENTPLAN DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 PAmie BURR COMPUTER ENVIRONMENTS, INC. . •- 1 � W co I SEAL AY o •AS�•,` ;l. ict Jan PLUNMINGWASTE ANDIVENTPLAN DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 PAmie BURR COMPUTER ENVIRONMENTS, INC. 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 m ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com ISSUES & REVISIONS Na Date Description 1 9/9/16 ISSUE FOR PERMIT 7/26/17 REVISION #1 11/09/18 REVISION #2 REVi bV F CODE CO',,ePLIANCE PROVED N 19 r: 19 Gity of Tukwila BUILDING DIVISION I SEAL F r. • 28041 ,, WATER PLAN DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 SEHWNQ BURR COMPUTER ENVIRONMENTS, INC. n 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. PLUMBING SP ECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLLA�-i!NG, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS v.- -'HE 2010 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENT,;)'. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INST.;ILLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERV!S;ON BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIA;_":,, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TOTHEMATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE :1BMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND .ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICb,L CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRE? BY ALL AU'HORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FUR REVIEW AND APPROVAL, II. PIPING A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SU" F`+ SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT _EPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACTMTH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS R -IR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING (MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC '.INION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH SOLID BRASS AT 600ELS BA -100 AND BA -150 ORLL�QURAALEOG BY NIBCO. VIN TALLDALL VALMANUr'VESURED N EASILY IACCESSIBLEWAUKEE LOCATIONS. (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. QUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. V. PIPING INSULATION A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. SPLIT RING TYPE HANGER r,4 ti TURNB AS AS REQUIRED HANGERS ;ATIONS 1 8 GA. GALV. iHEETMETAL SADDLE MINIMUM 8" LONG /IDE FULL CIRCUMFERENCE 12" LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT CLEVIS TYPE HANGER NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWi6LE SPACING OF HANGERS: STEEL PIPE: Y" TO 1Y2" - 7'-0" O.C. 2" TO 2Y2" - 10'-0" O.C. COPPER PIPE:. Y" TO 1Ya" - 5-0" O.C. 2" TO 2Y2" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. f'O SINGLE ,PIS-' HGI Q•� NOT TO SCALE , El Plan review approval is subject to Approval of construction docurner the violation of any adopted code of approved Field Co0y `pnd am By: Date:- CIA /( -7 City of Tu BUILDING D No l5IpAIS . changes shall be made to the seVe Of work without prior approval of Tukwila Building Division. DOTE: Revisions will require a new plan submittal and may include additional plan revis j fess RECEIVED r%;ITy OF TUKWILA SEP 16 2016 PERMIT CENTER PLUMBING LEGEND -- - - COLD WATER (CW) 1--------� DRAWING TITLE HOT WATER (HW) 2---------j PO.1 HOT WATER RETURN (HWR) ------------------------- DETAILS INDUSTRIAL COLD WATER (ICW) t�----PCD PUMPED CONDENSATE ------------ VENT PIPING (V) �— — — — — — SANITARY WASTE (W) 1---- G NATURAL GAS (G) PLUMBING DOMESTIC WATER PLAN PIPE UP G t PIPE DOWN �-� Ammmmmmcm= 9= CAP a 90° ELBOW -+C -c+ -j RISE OR DROP IN ELEVATION TEE OR BRANCH CONNECTION F.D. FLOOR DRAIN F.S. FLOOR SINK VTR C VENT THROUGH ROOF LU co n 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. PLUMBING SP ECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLLA�-i!NG, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS v.- -'HE 2010 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENT,;)'. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INST.;ILLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERV!S;ON BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIA;_":,, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TOTHEMATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE :1BMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND .ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICb,L CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRE? BY ALL AU'HORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FUR REVIEW AND APPROVAL, II. PIPING A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SU" F`+ SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT _EPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACTMTH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS R -IR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING (MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC '.INION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH SOLID BRASS AT 600ELS BA -100 AND BA -150 ORLL�QURAALEOG BY NIBCO. VIN TALLDALL VALMANUr'VESURED N EASILY IACCESSIBLEWAUKEE LOCATIONS. (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. QUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. V. PIPING INSULATION A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. SPLIT RING TYPE HANGER r,4 ti TURNB AS AS REQUIRED HANGERS ;ATIONS 1 8 GA. GALV. iHEETMETAL SADDLE MINIMUM 8" LONG /IDE FULL CIRCUMFERENCE 12" LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT CLEVIS TYPE HANGER NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWi6LE SPACING OF HANGERS: STEEL PIPE: Y" TO 1Y2" - 7'-0" O.C. 2" TO 2Y2" - 10'-0" O.C. COPPER PIPE:. Y" TO 1Ya" - 5-0" O.C. 2" TO 2Y2" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. f'O SINGLE ,PIS-' HGI Q•� NOT TO SCALE , El Plan review approval is subject to Approval of construction docurner the violation of any adopted code of approved Field Co0y `pnd am By: Date:- CIA /( -7 City of Tu BUILDING D No l5IpAIS . changes shall be made to the seVe Of work without prior approval of Tukwila Building Division. DOTE: Revisions will require a new plan submittal and may include additional plan revis j fess RECEIVED r%;ITy OF TUKWILA SEP 16 2016 PERMIT CENTER ' 1 M f � w N 'LJUS"', DR A W ^z 3 INOEA NUMBER DRAWING TITLE Electrical —! PO.1 j i. PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS & DETAILS P1.1 PLUMBING DEMOLITION FLOOR PLAN P2.1 co PLUMBING WASTE AND VENT PLAN P2.2 PLUMBING DOMESTIC WATER PLAN G t AW Ammmmmmcm= 9= ' 1 M f � w N PERMIT SQUIRED FOR: J Electrical —! r�'fumbhtg---- j �! Gas Piping B Vo u ►a LDityll'°JO DIVISION co 00 0 G t Q AAq T— a UJ C LU co IF ISSM & PJEVISIONS Na Date Description 1 9/9/16 ISSUE FOR PERMIT not EWED FOR .OMPLIANCE 26 2016 of Tukwila NG DIVISION "HRAR-ATE: PERMIT SQUIRED FOR: Electrical —! r�'fumbhtg---- j �! Gas Piping B Vo u ►a LDityll'°JO DIVISION JC41� i SCHEMRISM&DETAMS slam - DRAWN: DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 Pool BURR COMPUTER ENVIRONMENTS, INC. mmwitioNow 7E [oil I III ------ - ------- II I I ISI I I III II II ' I I ISI I I ISI I I ISI ' - il II E)3/4'CW II II I I I ISI II II ' � II II I I ISI I I III I I ISI ! I III (E)3/4" HUM F_ II� I I I I.I I i III I 04 II II II � I I I III I I I ISI I II II I I I III i (D)3/4"HUM II II I I III I I ISI I II !I I II III � I II II I -K-)+ II II II � I I I ISI I I I III � I II II I I I ISI I I I III � I � II II I I I ISI I 02 II I III I I I ISI I ________-�___L_____====moi 49 ❑ II �I ,� � ❑ ❑ i�j , i ❑ II I � II III I ri--E:1!! ISI I 03 III I II I� I� X11 (E)2 -CW ISI I - - - - - - - - - -�- --- I�- - - - - - - - - - �- - - - - - - -- JL ISI I fr - - - - - I JL--��-------- ! I - - II I \\y !SII III 1 If 7I I II iLIJI I I'� I II i i II I II i �iJ I I,I III II I! I I I I II I I I'I I I! I I IIS II !! I I I I II I! I I I - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — ----- i I 1. REFER, TO SHEET PO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. ALL EQUIPMENT AND PIPING SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH LOCAL CODES. 01 DEMOLISH ALL PLUMBING FIXTURES AND ASSOCIATED BRANCH WASTE, VENT, COLD WATER AND HOT WATER PIPING BACK TO MAINS AND CAP IN THIS AREA UNLESS NOTED OTHERWISE. FIELD VERIFY EXISTING CONDITIONS. 02 EXISTING HUMIDITY PIPING TO BE REMOVED. FIELD VERIFY EXISTING CONDITIONS. 03 EXISTING COLD WATER MAIN TO REMAIN. FIELD VERIFY EXISTING CONDITIONS. 04 EXISTING HUMIDITY PIPING TO REMAIN. FIELD VERIFY EXISTING CONDITIONS. NOT IN SCOPE RECEIVED 17 71 ILItAr LA 16. N J J Q cf) 00 0 : W d (f) Q V U') cm UJ C'7 1- LU mmI LV,, u VTER REVIEWED FPLUAMRSWu DEMMITION CODE APPROVED c 1140M, nAAN'_ SEP 2 6 2016 StEW- Na RAWN: TRF City P_�1'ukwil EVIEWED: RWB $1.111"ill��) ROJECT NO.: C1395.00 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. �►A r �j�� (�•� r � -1 i� ,E;11 rWII l010 %%1%1%%1 FAINI .�fi1i�°1 1 10400 Rodgers Road Ph: 281-374-8644 HOUSTON, TEXAS 77070 Fax: 281-374-8992 Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 P291 BURR COMPUTER ENVIRONMENTS, INC. Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS No. Date Description 1 9/9/16 ISSUE FOR PERMIT x REVISION #1 (1D CV J _. -11ISION NO.REGEiVES CD J C CITY OF TUKWILA c0 -DQ Cl) ~ CO 00 vTo 0 C:) $2 - w CO <t co W cv-5 S rl, i � W H CD ISSUES & REVISIONS No. Date Description 1 9/9/16 ISSUE FOR PERMIT 7/26/17 REVISION #1 _. -11ISION NO.REGEiVES CITY OF TUKWILA L 2 7 2017 Yf(2-0jz011- I y 1'n 1---R'LUMMING DOMESTIC WATERPLAN DRAWN: TRF REVIEWED: RWB PROJECT NO.: C1395.00 p 9. PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.