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HomeMy WebLinkAboutPermit PG19-0158 - DERMODY OXBOW - PLUMBING FOR NEW TILT-UP CONCRETE BUILDING AND ACCESSORY OFFICE SPACEDERMODY OXBOW 2871 S 102 ST FINALED 11/18/2021 PG 19-0158 Parcel No: Address: ^ x« " l[ "°"^U *~U~ « n Tukwila Department of Community Development 63U0SowthmenterBoulevard, Suite #1OV Tukwila, Washington 981Bb Phone:2O6'431'367O Inspection Request Line: %O6'43O'93G8 Web site: bup://w/xvvx.Tukm/i|avVA.mov PLUMBING/GAS PIPING PERMIT 0423049150 Permit Number: PG19-0158 Project Name: DERMODY OXBOW Issue Date: 6/22/2020 Permit Expires On: 12/19/2020 Owner: Contact Person: Name: DES|K4ONETRUST OXBOW Z001 l2OlTHIRD AVE STE#5Ol0C/O 8NY K8ELLONNA, SEAlTL['VV& 98101 TODD SCHUTZ Address: l2OOFIFTH AVE - SUITE 130O' Contractor: Name; STATE MECHANICAL COMPANY Address; 8706S ZIZNDST'KENT,WA, 98O31 License No: STATEMC141C7 Lender: Name: ''' Phone: (286)408-8645 Phone: (206)575-7527 Expiration Date: 9/1/2021 DESCRIPTION OF WORK: ALL NEW PLUMBING INSTALLATION FOR NEW 352,087 SF TILT-UP CONCRETE BUILDING WITH 10,121 SF OF ACCESSORY OFFICE SPACE. THERE IS A 2ND FLOOR, UN-OCCUPIED WORK PLATFORM CONTAINING PACKAGE HANDLING EQUIPMENT AND CONVEYORS. THE BUILDING IS FULLY SPRINKLED WITH AN ESFR SPRINKLER SYSTEM.Valuation of Work: $0,00 Water District: TUKW|LA Sewer District: VALLEY VIEW Fees Collected: $2,625.06 Current Codes adopted bythe City ofTukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition; as Code: National Electrical Code: VVACities Electrical Code: VVACZ96-46D: Code: ermit Center Authorized Signature: 05 21 05 21 d � ` I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw 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 regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: ��N��—/�� �/ �/' � / / Print Name: Date: This permit shall becomenull and void ifthe work isnot commenced within 18Odays for the date ofissuance, orif the work is suspended orabandoned for aperiod oflOOdays from the last inspection. PERMIT CONDITIONS: l: ~*^PLUMB|NG/GASPIPING 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. 6: Noportion ofany plumbing system nrgas piping shall beconcealed until inspected and approved, 6: All plumbing and gas piping systems shall betested and approved n»required bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence nfthe Plumbing Inspector. It shall bethe duty of the holder nfthe permit tumake sure that the work wilt stand the test prescribed before giving notification that the work isready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall un(ess, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tnminimum n'3. O: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 18gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall beprotected inaccordance with the requirements ofthe building code. ll: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackfi||edinthin layers totwelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnde,fiU,frozen earth, orconstruction 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 4V2ofWashington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (zO6)43m'g35V 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 9002 8005 9001 PLUMBING FINAL ROUGH -IN GAS PIPING ROUGH -IN PLUMBING UNDERGROUND CITY OF TUKW/LA Community Development Deportment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: _w _ww .Tukwilal\.A.gor 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: Tenant Name: N/A 10500 W. Marginal Place S. NOPERT ' OWN Name: DPIF2 WA 6 OXBOW, LLC Address: 5500 Equity Avenue City: Reno State: NV Zip: 89502 Name: Nelson Worldwide Address: 1200 Fifth Avenue, Suite 1300 State: WA Phone: (206) 408-8645 'all tschutz(dnelsonww.corn IV 98101 042304-9150, 042304-9011, 042304-9073, King Co Assessor's Tax No.: 042304-9001, 042304-9195 Suite Number: N/A. Floor: N/A New Tenant: ❑ Yes ❑..No floit, Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 31,000,000 Scope of Work (please provide detailed information): Construction of a new 352,087 sf tilt -up concrete building with 10,121 sf of accessory office. There is a 2nd floor, un-occupied work platform containing package handling equipment and conveyors. The building is fully sprinkled with an ESFR sprinkler system. Building Use (per Int'l Building Code): IIIB Occupancy (per Int'l Building Code): S-1 , B, and A-3 Utility Purveyor: Water: Sewer: II'.Vpiic Al tonsfonns-Apphcntiona Un I_in Rcnn.,nt August 21111 '01I Appli mr.l'lumlong Pomn i is ikon R� .cd di Paget 012 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: ':',',.','.; '44'lltriiiitte,Te.„ ,.,',: .'` ll‘l=1113==4'="1,71„,1=1:01:l,====v ,- ;,(4ty,, '1,11' Bathtub or combination bath/shower 0 Dishwasher, domestic with independent drain 0 Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 0 Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 5 Bidet 0 Drinking fountain or water cooler (per head) 6 Lavatory 26 Urinal 10 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment 0 Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 6 7,1r37-Al'l'l'il'' Clothes washer, domestic 0 Food -waste grinder, commercial 0 Wash fountain 0 Water closet 2-8 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 2 Gas piping outlets 13 k , 1 ei 11Qty,A Dental unit, cuspidor 0 Floor drain 10 Receptor, indirect waste Building sewer and each trailer park sewer 6 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity 0 Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 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 and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Linz, gs4_0....4e.c.z. Print Name: Lou Berchicci Mailing Address: 2860 S. River Road, Ste. 480 Date: 10-15-19 Day Telephone: 224-567-8842 x304 f)tis PlainAs, IL 60018 City State Zip Hi',Appilcations Forms -Applications On Line \ 20 I Applications1Piumbing Permit Application Revised 8-9-11.tiocx Reviscd: August 2011 bit Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PAID itTR PG 19 Credit Card Fee ress 105Oi ARGINA` 62.10 GAS Credit Card Fee PERMIT ISSUANCE BASE FEE R000.369.908.00.00 R000.322.100.00.00 0.00 0.00 62.10 $223.00 35.00 PERMIT FEE R000.322.100.00.00 0.00 8.00 $1748.50' PERMIT FEE R000.322.100.00.00 0.00 $1,713.50 PERMIT ISSUANCE BASE FEE TECHNOLOGY FEE R000.322.100.00.00 0.00 35.00 98.58 TECHNOLOGY FEE R000.322.900.04.00 0.00 $98.58 TOTAL FEES PAID BY RECEIPT: R20962 $2,132.18 Date Paid: Wednesday, June 17, 2020 Paid By: MICKENZIE TRIST Pay Method: CREDIT CARD 038773 Printed: Wednesday, June 17, 2020 3:50 PM 1 of 1 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/17/2020 03:50:03 PM CREDIT CARD SALE VISA CARD NUMBER: **********4506 K TOTAL AMOUNT: $2,132.18 APPROVAL CD: RECORD #: CLERK ID: X 038773 000 Elisa I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy httnc•//ww-vv rrynveraenav onm/r.nnvercre-wehann/ A/17/1(1711 DESCRIPTIONS Cash Register Receipt City of Tukwila ACCOUNT QUANTITY I PAID PernlitTRAK EL19-0852 Address: 10500 W MARGINAL PL S BLDG 9- n:;042304. 91 5,834.88 ELECTRICAL $5 834.88 PLAN CHECK FEE R000.345.832.00.00 0.00 5,834.88 M19-0176 Address: 10500 W MARGINAL PL S BLDG,9-150 Apn: 0423049150 $3,319.46 $3,319.46 PLAN CHECK FEE R000.322.102.00.00 0.00 9.46 PG19-0151' :::AddresS:4050D,W-MARGINAC-PL:s:BI.Da-9:;1 ,,X4MMO,WW0v01t..WW.11% prit04230491502q1i6::: 492.88'4 GAS $55.75 PLAN CHECK FEE R000.322.103.00.00 0.00 55.75 PLUMBING $437.13 ' PLAN CHECK FEE R000.322.103.00.00 0.00 $437.13 TOTAL FEES PAID BY RECEIPT: R18851 $9,647.22. Date Paid: Thursday, October 17, 2019 Paid By: DP INDUSTRIAL FUND REIT III LL Pay Method: CHECK 30000371 Printed: Thursday, October 17, 2019 4:02 PM 1 of 1 R YSTEMS City of Tukwila Department of Community Development 9/1/2021 TODD SCHUTZ 1200 FIFTH AVE - SUITE 1300 SEA1'ILE, WA98101 RE: Permit No. PG19-0158 DERMODY OXBOW 10500 W. MARGINAL PL. S. Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, 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 10/12/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.comBP/index.html 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 10/12/2021, 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, Shana Markstrom Permit Technician File No: PG19-0158 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bill Rambo From: To: Subject: Todd Schutz <T5chutz@no|smnvmw.cono» Monday, March 3U'ZO2U9:S3AM Bill Rambo; Maxwell Baker Andrea Cummins; Lynn Miranda; Phil Wood; Lou Berchicci; Jeffrey Zygler, Rachelle Ripley; E|isaViUeges; 5hana K4arky rom RE: Dermody - Oxbow - Request for Extension: Permit #PG19-0158 Plumbing Permit | would like to formally request anextension to Permit #PG19-0158 which is the Plumbing Permit for the Dermody— Oxbow project. VVeamexxmrdngthrowehthedes' nrevievvandyhore|inecomnnmentsvxhichmnayhaxeonirnpactmnthe build ing/electrical design. Therefore we cannot resubmit for the electrical permit until these comments have been addressed. We received the design review/shoreline comments on 2/26, Please accept this email as our request for extension and let rneknow ifyou need anything else |norder toapprove this extension. Best Regards Todd Schutz Project Architect Office 206 408 850 Direct 2U64O88U45 New Email: TSchutc@ne|nonxvw.00nm WWW.NELSONWORLDWi0E.CO8N WMMW'CRAFTARCH|TECTS'CO8M FORMERLY CRAFT ARCHITECT$ WE'VE MOVED 12DOFifth Avenue Gu|te13OO Seattle, \8A\981O1 Request for Pe.Luiit Application Extension # CucnznzFxpiradon Date:_ [xLcnsiun8uquru: Dell led (pw``Jcc/p�n,dom) days Signature/Initials� CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments orclick links from anunknown orsuspicious origin. ' RECEIVED CITY OF TUKWILA �&��~�w ������� ��� City of Tukwila Department of Community Development November 19, 2019 TODD SCHUTZ 1200 FIFTH AVE - SUITE 1300 SEATTLE, WA 98101 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PGI9-0158 DERMODY OXBOW - 10500 W. MARGINAL PL. S. Dear TODD SCHUTZ, Allan Ekberg, Mayor Jack Pace, Director 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 - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • The back page of your permit application calls for installation of three backflow devices. Two of them are listed over 2" and smaller than 2". Please note that all be backflows shall be WA State Dept. of Health approved devices a) Please show location of these backflows on plan; specify size/manufacturer/model number of each backflow. b) On your cover sheet add a backflow table listing each Reduced Pressure Principle Assembly's (RPPA) size/manufacturer/model # and what they are protecting c) Submit backflow cut sheets and circle devices to be installed. Contingent on response to these corrections further plan review may request for additional corrections. 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, Bill Rambo Permit Technician File No, PG19-0158 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 T.E.6nc. HE 830 North Riverside Drive #200 Renton, WA 98057 Phone: 425-970-3753 / Fax: 425-970-3756 Dermody Oxbow Tukwila, WA Plumbing & Gas Permit Revisions #1 April 24, 2020 The revision request by owner Sheet P-0.1: 1. Added roof mounted hose bibb (HB-5) schedule entry. See "Plumbing Fixture Schedule". Sheet P-1: 2. Updated water and waste & vent isometric diagrams to match plan revisions. Sheet P-1.2A: 3. Revised gas piping service to separate general use (water heater) and gas fired HVAC equipment. See "Gas Piping Plan — A". Sheet P-2.1A: 4. See "Plumbing Plan — A" for the following revisions: a. Revised domestic water service location. REVISION NOt: I b. Added roof mounted hose bibbs (HB-5). Sheet P-2.1B: 5. Added roof mounted hose bibbs (HB-5). See "Plumbing Plan — B". 6. Revised plumbing and waste & drain layouts at Remote Restroom area. See "Remote Restroom Plumbing Plan" and "Remote Restroom Waste & Drain Plan". Sheet P-2.2: 7. Revised plumbing and waste & drain layouts at Sprinkler Room. See "Partial Plumbing Plan" and "Partial Waste & Drain Plan". 8. Revised plumbing and waste & drain layouts at New Mothers Room and Restroom areas. See "Restroom Plumbing Plan" and "Restroom Waste & Drain Plan". Sheet P-3.1: 9. Note the following detail revisions: a. Revised "Vent Through Roof' detail #3. nEcniven b. Added "AC Thru The Base Piping Diagram" detail #11. CITY OF TUKWILA c. Revised "Roof Mounted Hose Bibb (HB-5)" detail #17. d. Revised "Counter Sink Piping Diagram" detail #20. MAY 01 2020 e. Revised "Water Heater Piping (WH-1)" detail #32. f. Revised "Water Heater Gas & Vent (WH-1)" detail #33. PERMIT CENTER End of Permit Revision #1 (Plumbing) 1C14) su-g .6 .6 0% IIM.1 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0158 PROJECT NAME: DERMODY OXBOW SITE ADDRESS: 2871 S 102 ST Original Plan Submittal Response to Correction Letter # DATE:: 08/10/2020 Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: M a-p-)0-0 Building Division el Af Public Works Fire Prevention Structural n n PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator DATE: 08/11/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 10/06/2020 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire LI Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0158 PROJECT NAME: DERMODY OXBOW SITE ADDRESS: 10500 W MARGINAL PL S Original Plan Submittal DATE: 05/01/2020 Revision # before Permit Issued X Response to Correction Letter # I Revision # after Permit Issued DEPARTMENTS: Building Division S3S Al (0%. fr 0-0 Public Works U Fire Prevention Planning Division Structural Permit Coordinator s PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/05/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALSQR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 06/30/2020 Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping D PW 0 Staff Initials: 12/18/2013 5ERMIT COORD COPY C' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0158 PROJECT NAME: DERMODY OXBOW SITE ADDRESS: 10500 W MARGINAL PL S Original Plan Submittal Response to Correction Letter # DATE: 05/01/2020 X Revision # I before Permit Issued Revision # after Permit Issued DEPARTMENTS: sion\11/ k61 Public Works Fire Prevention Structural P P Planning Division Permit Coordinator up PRELIMINARY REVIEW: Not Applicable T (no approval/review required) DATE: 05/05/2020 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved DUE DATE: 06/30/2020 Approved with Conditions T Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Fire Fees Apply T Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW D Staff Initials: 12/18/2013 ePERM!T CORD COPY C.1) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0158• PROJECT NAME: DERMODY OXBOW SITE ADDRESS: 10500 W. MARGINAL PL. S. X Original Plan Submittal Revision # before Permit ssued Response to Correction Letter # DATE: 10/17/2019 Revision # after Permit Issued DEPARTMENTS: Building Division Public orks e_12— 1)11 Fire Prevention Structural n Planning Division Permit Coordinator n • PRELIMINARY REVIEW: DATE: 10/22/19 Not Applicable n Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/19/2019 Approved Approved with Conditions E Corrections Required (corrections entered in Reviews Denied (ie.. Zoning Issu n LI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Ping El PW Staff Initials: 191 12/18/2013 PROJECT NAME: ittSITE ADDRESS: to goo PiArtfiv 1101 ORIGINAL ISSUE DA E: PERMIT NO: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITaS ISSUED DATE STAFF INITIALS 1 i 04 62.2-laoad , 44, Summary of R vision: \MA1/$) 5 Ckeome.s idi c‘t doe ky,s cure i-v pl.o..ftb\ai .0101,t eki Received by: COL/ lb— i9 REVISION NO. DATE RECEIVED STAFF INI I S Revision: _ vieva 05tcVs1 serastAl ISSUED DATE y C du-e Received by: STAFF INITIALS (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) 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. Date: 30 July 2020 E] Response to Incomplete Letter # Response to Correction Letter # Revision # Plan Check/Permit Number: ?G 19_ 0455 after Permit is Issued 111 Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Dermody Oxbow Project Address: 2871 S 102 St Contact Person: Todd Schutz Phone Number: (206) 408-8645 Summary of Revision: Updated owner changes in regards to social distancing protocols in the main office space and removal of parking on the North side of the site. Sheet Number(s): S? \ \ 2.\ A "Cloud" or highlight all areas of revision including date of rev111do Received at the City of Tukwila Permit Center by: Entered in TRAKiT on RECEIVED CITY OF TUKWIL,I, AUG 1 0 2132g PERMIT CENTER WIelson.com \CorpData\Propermody Properties \ WA \19.0003386.000-Amazon DWA2 Facility-TukwilMDELIVERABLES \20200717 - Permit Correction #2 \Flee & Plumbing Revision Submittal Form.docx 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. Date: 04/24/2020 Plan Check/Permit Number: PG19-0158 ❑ Response to Incomplete Letter # x❑ Response to Correction Letter # 1 ❑x Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: DERMODY OXBOW Project Address: Contact Person: 10500 W MARGINAL PL S RECEIVED CITY OF TUKWILA MAY 01 ?O2O PERMIT CENTER SAM ALEXANDER Summary of Revision: Phone Number: 425-970-3753 Response to Correction Letter #1: Backflow prevention devices to be located outside of building and specified by civil/fire protection plans. • 4" Domestic water service with meter and backflow device per civil C18 sheet. • 1-1/2" Irrigation water service with meter and backflow device per civil C18 sheet. • 8" fire protection water service per civil sheet C23. Metering and backflow device per contractor (design build with deferred submittal). Revision #1 after Permit is Issued: **SEE ATTACHED FILE FOR DETAILED SUMMARY OF REVISIONS** Plumbing scope revisions throughout: - Revised layouts at Sprinkler, Restroom, New Mothers, Remote Restroom and roof areas. Sheet Number(s): P-0.1, 1, 1.2A, 2.1A, 2.1B, 2.2 & 3.1 "Cloud" or highlight all areas of revision including date of reviptio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 54)020 W:\Permit Center\ TemplatesWurms\Revision Submitlal Purmduc 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.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/24/2020 Plan Check/Permit Number: PG19-0158 ED Response to Incomplete Letter # 0 R• esponse to Correction Letter # 1 RECEIVED [] R• evision # 1 after Permit is Issued CITY OF TUKWILA 0 Revision requested by a City Building Inspector or Plans Examiner MAY 01 MO 0 Deferred Submittal # Project Name: DERMODY OXBOW Project Address: 10500 W MARGINAL PL $ Contact Person: SAM ALEXANDER Summary of Revision: PERMIT CENTER Phone Number: 425970-3753 Response to Correction Letter #1: Backflow prevention devices to be located outside of building and specified by civil/fire protection plans. • 4" Domestic water service with meter and backflow device per civil C18 sheet. • 1-1/2" Irrigation water service with meter and backflow device per civil C18 sheet • 8" fire protection water service per civil sheet C23. Metering and backflow device per contractor (design build with deferred submittal). Revision #1 after Permit is Issued: "SEE ATTACHED FILE FOR DETAILED SUMMARY OF REVISIONS" Plumbing scope revisions throughout: - Revised layouts at Sprinkler, Restroom, New Mothers, Remote Restroom and roof areas. Sheet Number(s): P-0.1, 1, 1.2A, 2.1A, 2.1B, 2.2 & 3.1 "Cloud" or highlight all areas of revision includin ate of rev *o Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 5. f-X90 WAPermit Cenicarmplai es Fornx\Revision Submittal Funncloc Rcvisal: August 2015 EVERGREEN REFRIGERATION LC Page 1 of 3 L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m. to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office (https://Ini.wa.nov/avencv!contact/#office-locations), or you can call the Office of Information and Assistance at 360-902-5800. Y6..r.ttln(�tN+lttni.mwm n� Labor & Industries (htips://Ini.waggyy EVERGREEN REFRIGERATION LLC Owner or tradesperson Principals PATTON, RODGER, PARTNER/MEMBER PATTON, MATTHEW, PARTNER/MEMBER Patton, Adam, PARTNER/MEMBER Patton, Douglas, PARTNER/MEMBER EVERGREEN REFRIGERATION LLC, PARTNER/MEMBER PATTON, DAVID, PARTNER/MEMBER (End: 01/21/2014) Doing business as EVERGREEN REFRIGERATION LLC WA UBI No. 602 512 953 727 S KENYON ST SEATTLE, WA 98108 206-763-1744 KING County Business type Limited Liability Company Governing persons MATTHEW ALAN PATTON ADAM PATTON; DOUGLAS PATTON; RODGER PATTON; 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. EVERGRL954R2 Effective — expiration 01 /06/2006— 01/06/2022 Bond 19-1 Merchants Bonding Co (Mutual) $12,000.00 httnc•//carnre lni wa anv/verifvMeta il acnx?T 1RT=602512951&T.1C=EVF.RCiRT.954R2&SAW= 6/22/2020 ( S [—MS-2 1 0 4 6 I 4 I Q.5) Q 3/4" P DF-2 (,‘ N DOMESTIC WATER ISOMETRIC DIAGRAM SCALE: L K 2 1/2" rt WH-2 SK-1 (TYP. OF 2) WC-2 (TYP. OF 5) )111- .4,17.11 11—OF-2 0 (TYP. OF 2) 3/4" H OVERALL PLUMBING PLAN SCALE: 1/32" = 1-0" 3/4" 1/2" SK-1 j (TYP. OF 2) DOMESTIC WATER ISOMETRIC DIAGRAM SCALE: TWO-WAY SCO 2" 3 TWO-WAY SCO sis G 1MS-2 4" SK-1 (TYP. OF 5) F U (H.- .TYP. OF 10) D-8 3" DF-2 11- FCO E D-5 (TYP. OF 10) SK-1 I (TYP. OF 5) D DF-2 j FCO WC-2 1 (TYP. OF 18) WASTE & VENT ISOMETRIC DIAGRAM SCALE. C SK-1 FCO j B c (A.5) SK-1 (TYP. OF 2) WCO (TYP.) I WC-2 j---( (TYP. OF 3) DF-2 FCO A 1 ) 1.3 2 (c2.5) -- cc 3 ') cc( 3.5) C 4 , (4.4) (4.7) I 5 ! 4,3" HUB DRAIN 1 1/2" U \\ (TYP. OF 2) (111 D-5 1 (TYP. OF 2) SCO SK-1 (TYP. OF 2) SEPARATE PERMIT REQUIRED FOR: M.- Mechanical [IV EleCtfiCSI Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION WASTE & VENT ISOMETRIC DIAGRAM SCALE: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 7 2020 U City of Tukwila BUILDING DIVISION REV1S10 , • • -11, ,Otj, RECEIVED CITY OF TUKWILI, AUG 1 0 2020 PERMIT CENTER PGiq- 0 158 to 111,111N1VOA141%31,,,Iji,JAMII011),,,1J41040$11I01:11iIIIIARI DERMODY - OXBOW TUKWILA, WA 46r,16,Fe....M.4,644,44,6461.4Wt=46.6604,4a.64.644646g..., TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 OVERALL PLUMBING PLAN AND RISER DIAGRAMS P-1.1 aildniatailtato."-:Aw 7.44,114 WOLVOWALINMARINNstorwiregamo KEY PLAN FOR CONT. OF S.S. SEE CIVIL PLAN (LE. = -6,6" B.F.F.) S/S j SEE DETAIL ( 5 SAND SEPARATOR SEE CIVIL FOR CONT. 6" S.S. @ OUTLET (I.E. = -4,0" B.F.F.) /2020 12:00:11 PM ( R ) (Q.5) Q ())) P - 3/4"CW DN. 314"CW TO EXT. HOSE BIBB AND 1/2" CW ROUGH -IN FOR DRINKING FOUNTAIN. HB-1 @+24" A.F.F. /- 1" CW UP TO / MEZZANINE LEVEL N ( 4 / 4" 1CW DOMESTIC CW SUPPLY SEE CIVIL PLAN FOR CONTINUATION. A A 07/17/2020 2 1/2" 3/4" 685 rTEYEPrTAiL 17 1 1/2" 3/4"CW DN. 3/4"CW TO EXT. HOSE BIBB AND 1/2" CW ROUGH -IN FOR DRINKING FOUNTAIN. HB-1 @+24" A.F.F. CW CW L HB-1 @+24" A.F.F. 2 1," HB-5 PLUMBING PLAN - A ) SCALE: 1/16" = 1-0" CW ' K /1--- 3/4"CW DN. 3/4"CW TO EXT. HOSE BIBB AND DRINKING1/2''RuO,UGH-TINFOR NA,N. 3/4"CW DN. 3/4"CW TO /- EXT. HOSE BIBB AND / 1/2" CW ROUGH -IN FOR / DRINKING FOUNTAIN. HB-1 1 @+24" A.F.F. FCO 2 1/2" 1 1/2" TWO-WAY SCO 6" FOR CONT. OF S.S. SEE CIVIL PLAN (I.E. = -4.-6" B.F.F.) 1.6 2 - - -2.5 3.5 4 4.7, 5 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 7 2020 City of Tukwila BUILDING DIVISION PI:CEP/EL, CAT,' AUG 0 262a PERMIT CENTER ?619-0t58 DERMODY - OXBOW TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 PLUMBING PLAN - A P-2.1A VgL,'LiLL-Lm-soxotk,LL-LmbzymLgaL4o,a,5A,skw,iok PLUMBING SHEET LIST SHEET Sheet Name P-0.1 PLUMBING NOTES, LEGENDS, AND SCHEDULES P-1. P-2.1A P-2.1B P-2.2 P-3.1 P-1.2A P-1.2B OVERALL PLUMBING PLAN AND RISER DIAGRAMS PLUMBING PLAN -A PLUMBING PLAN - B ENLARGED PLUMBING PLANS PLUMBING DETAILS GAS PIPING PLAN -A GAS PIPING PLAN - B PLUMBING GENERAL NOTES 1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS MARKED P. 2. DRAWINGS ARE DIAGRAMMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENETS IN FIELD. 3. WORK OF THIS SECTION IS SPECIFIED BELOW. NEITHER ACCURACY NOR COMPLETION OF UTILITY LOCATIONS SHOWN ON DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING UTILITY IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. 5. ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH THE CURRENTLY ADOPTED UPC AND STATE AMENDMENTS. 6. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE HIS WORK WITH THAT OF ALL OTHER TRADES, INCLUDING (BUT NOT LIMITED TO), ELECTRICAL, HVAC PROCESS PIPING, SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. 7. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND THE OWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OFTHE WORK INVOLVED. 8. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORK SHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED. 9. ALL PIPING PENETRATING CEILING AND WALLS SHALL BE INSTALLED WITH CHROME (STAINLESS WHERE NOTED) -PLATED ESCUTCHEONS AT THE PENETRATION. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE SEALED WEATHER TIGHT. PIPING PENETRATING RATED PARTITIONS SHALL BE PROTECTED AS REQUIRED BY LOCAL CODE AUTHORITY (SEE DETAILS). 10. MANUFACTURER'S MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR PERFORMANCE AND MATERIALS. 11. PRODUCTION INSTALLATION SHALL ADHERE TO MANUFACTURERS' -RECOMMENDATIONS: 12. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. 13. TOPS OF ALL FLOOR DRAINS SHALL BE SET FLUSH WITH FINISHED FLOOR. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. 14. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN HEREIN. 15. PROVIDE SHUTOFF VALVES ON ALL -BRANCH PIPING AND ON ALL SUPPLIES TO INDIVIDUAL FIXTURES AND EQUIPMENT. PROVIDE BALL VALVES ON ALL WATER MAIN BRANCHES IN ACCESSIBLE LOCATIONS AND -WHERE INDICATED ON DRAWINGS. ALL VALVES SHALL BE ACCESSIBLE. 16. ALL SLEEVES THROUGH CONCRETE FLOORS AND ALL CORE DRILLING OF CONCRETE FLOORS AND WALLS SHALLPF BY THIS CONTRACTOR. 17. CONCRETE PADS AND PLATFORMS FOR WORK OF THIS SECTION WILL BE PROVIDED BY GENERAL CONTRACTOR. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE WORK. 18. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERENCE WITH FIRE -PROOFING WORK. 19. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS. 20. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. 21. STRUCTURAL WELDING IF REQUIRED REFER TO STRUCTURAL DRAWING. 22. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. 23. PROVIDE BALANCING VALVES AT SYSTEM LOOP RETURNS AND AT RETURN RISERS. PROVIDE SHUT-OFF VALVES AT SYSTEM LOOP SUPPLIES AND SUPPLY RISERS. 24. PROVIDE VENTS AT HIGH POINTS IN PIPING SYSTEMS AND DRAIN VALVES AT LOW POINTS. 25. PROVIDE GAUGE FITTINGS AND THERMOMETER WELLS AT HOT WATER SUPPLY AND RETURN BRANCHES. 26. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. 27. PLUMBING PIPING SHALL BE AS FOLLOWS: WATER PIPING TYPE L COPPER TUBING WITH WROUGHT COPPER FITTINGS 95/5 SOLDER. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC PLASTIC WITH SCHEDULE 40 PVC SOLVENT FITTINGS. 28. PLUMBING SUBCONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR VENTS TO ATMOSPHERE. REGULATORS ARE PART OF EQUIPMENT GAS TRAIN. 29. PIPING SHALL NOT RUN OVER ELECTRICAL PANELS AND SHALL BE COORDINATED WITH WORK OF OTHER TRADES. 30. ALL WATER AND VENT PIPING RUN ABOVE FLOOR AT CEILING SHALL BE INSTALLED WITH SWAY BRACING AT ALL CHANGE IN DIRECTIONS, FOR PIPE SIZES 4- INCH AND LARGER. 31. ALL PIPE SIZING IN ACCORDANCE WITH THE 2015 UPC PLUMBING CODE. 32. SLEEVE WALL PENETRATIONS. SEAL INTERSTITIAL SPACE. 33. PROVIDE INSULATION FROM THE WATER HEATER TO THE FINAL FIXTURE IN A LINE. 34. ALL HOT WATER PIPING RUNS TO COMPLY WITH REQUIREMENTS OF MAXIMUM PIPE LENGTH METHOD PER TABLE C404.3.1. MINIMUM PIPE INSULATION THICKNESS REQUIREMENTS • CONDUCTIVITY = 0.21 - 0.28 BTU'IN / (H`FT Z`°F) • MEAN RAITING TEMPERATURE = 100 °F • LESS THAN 1 IN = 1 IN OF INSULATION • 1 IN TO 1-1/2 IN = 1 IN OF INSULATION 1-1/2 IN TO 4 IN = 1.5 IN OF INSULATION • 4 IN AND GREATER = 1.5 IN OF INSULATION DOMESTIC WATER FIXTURE UNITS AREA FIXTURE NUMBER BREAK ROOM LS MAIN WC RESTROOMS U LAV DF D-5 28 8 20 4 4 WASTE FIXTURE UNITS WATER FIXTURE UNITS TOTAL WASTE UNITS TOTAL WATER UNITS 2 2, 41 0.5 SUBTOTAL 112 16 40 4 8 2 140 32 20 2 0 183 196 JANITOR MOP SINK(MS-2) HB 0-5 SCRUBBER MS-2 HB-2 HB-1(EXTERIOR) D-8 SPRINKLER D-4 ROOM D-5 3 0 2 3 2.5 0 3 2.5 2.5 0 0 3 0 2 0 0 8 4 2 22 3 25 0 3 2.5 2.5 0 0 0 13.5 ANCILLARY WC 6 RESTROOMS U 2 LAV 6 DF 2 D-5 2 D-9 (Condensate) 1 MAIN SALES HB DF TOTAL 14 10 24 4 12 2 4 0 10 10 262 30 8 6 0 0 45 35 40 294.5 Description PLUMBING FIXTURE SCHEDULE Symbol 1 Manufacturer Model Waste Vent Cold W. I Hot W. Comments ( Specifications Detail Serves Notes Qty. CP-1 CIRCULATING GRUNDFOS PUMP UPS 26-99BFC 3/4" BRONZE HOUSING, 12 GPM @ 21 FEET OF HEAD. 120 VOLT, 197 WATTS, 1/6 HP. PROVIDE WITH I THERMOSTAT/TIMER. VERIFY MOUNTING WITH MANUFACTURER (SHAFT SHOULD BE HORIZONTAL). CONTROLLED BY AQUASTAT. MECHANICAL ROOM JANITOR ROOM CP-2 CIRCULATING GRUNDFOS UPS 15-35SFC PUMP 3/4" 3 GPM @ 15 FEET OF HEAD. 120 VOLT, 85 WATTS, 1/25 H.P. PROVIDE WITH THERMOSTAT/TIMER. VERIFY MOUNTING WITH MANUFACTURER (SHAFT SHOULD BE HORIZONTAL). REMOTE RESTROOM D-5 FLOOR DRAIN SCRUBBER DRAIN WATTS I FD-100-A 4" 2" I I EPDXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, ADJUSTABLE ROUND HEEL PROOOF NICKEL BRONZE STRAINER, AND NO HUB (STANDARD) OUTLET. 22/P TOILET ROOMS, JANITOR ROOMS (8)1 8 3 10 D 8 JR SMITH 8811-20 14 12" 2" 11 1/2" } _____' _. G_ -_ I GRAY DUCO COATED STEEL 2' X 2' CATCH BASIN WITH LOOSE SET HEAVY DUTY CAST IRON GRATE AND 4" NO -HUB OUTLET. 26" DEEP SUMP WITH INTEGRAL OUTLET TRAP SEAL - 1____-- >3/4" }- 13/4 , i' l4 '_ yil4 �` - ___ FFS ,HB 1_ HOSE I HB-5 I HOSE BIBB ,FROST PROOF AUTOMATIC DRAINING FREEZELESS HYDRANT LOOSE KEY. MOUNT AT+30"AFF �tIFY ALL T CK>`lES -FOR RdO ASSEM Y. -; - -- ' WOODFORD PRAT r._. ,-- I SRH-MS MSB 424 I I 3 ! 6" ,_, , 1 � I (3iiCONCRETE +24 FROST PROOF, AUTOMATIC DRAINING FREEZELESS HYDRANT. PROVIDE WITH MOUNTING ISYSTEM (MS). ASSE 1057 LISTED. 17/P �� 5/P = � "\ 4 9 � -- 1 S -2, MOP __� „ „ -- ---- OP REPTOR, 'MOLDED`.STOi, STONE -MOP EFtVICE IN, 24- `\24 WITI� 3 Q ICI \DRAIN-G�ONN , Ct' R � N , � �. _ - � � E Q , I#88�2-AA HC75E &BRACKET. PROVIDE OMPLETE WITH-CIFAUCETS-MODEL- \` `�" #445-RC897SXKCP & RC -ARMS FAUCET WITH INTERNAL CHECKS AND VACUUM BREAKER. 4500 PSI, REBAR: GRD 60, WORK CAP. 800 GAL, 50 GPM FLOW RATE. UNIT SHALL HAVE PRIOR APPROVAL BY LOCAL JURISDICTION BEFORE ORDERING. CONTRACTOR TO VERIFY INLET/OUTLET PIPE LOCATIONS AND SIZE. , ,--^. 1 S/S rSK-1 SAND/SEDIME NT SEPARATOR UTILITY VAULT CO. 577 SAND SEPARATOR LAVATORY SINK I ELKAY I LRAD2'21955 1 1 /2" 1 1 /2" 1 /2" 1 /2" 18 GA. STAINLESS STEEL SINGLE COMPARTMENT TOP MOUNT SINK WITH DRAIN ASSEMBLIES AND MAINTENAN__CE. KIT. 3-HOLE DECK PENETRATION, TAILPIECES, P-TRAPS AND SUPPLIES. ELKAY LK1000CR FAUCET, 0.5 GPM, TRUEBRO LAVGUARD 2E-Z PIPE COVERING RESTROOM 25 SK-2 LOUNGE SINK ELKAY ELUHAD3111845 2" 1 1/2" 1/2" 1/2" 1 18 GA. STAINLESS STEEL DOUBLE COMPARTMENT TOP MOUNT SINK WITH DRAIN ASSEMBLIES AND MAINTENANCE KIT. 3-HOLE DECK PENETRATION, TAILPIECES, P-TRAPS AND SUPPLIES. ELKAY . LK1000CR FAUCET, 1.-5 GPM, TRUEBRO LAVGUARD 2E=Z PIPE COVERING. EMPLOYEE BREAK ROOM 2 U _ URINAL KOHLER K-4991-ET 2 " (BARTON) I ( 1 1/2" 314" WHITE VITREOUS CHINA, 0.125 GALLON PER FLUSH, HIGH EFFICIENCY URINAL. WALL HUNG, WASHOUT DESIGN, ELONGATED RIM, 3/4" TOP SPUD INLET, Z' I.P.S. OUTLET, WALL HANGERS AND BEEHIVE STRAINER, K-7546 HYBRID HES ELECTRONIC FLUSH VALVE, EXPOSED DIAPHRAGM TYPE, CHROME PLATED, 3/4" I.P.S. SCREWDRIVER BAK-CHECK ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION SPUD COUPLING FOR 3/4" TOP SPUD CONNECTIONS. PUBLIC RESTROOM (7) 10 WC-2 WATER CLOSET KOHLER K-4325 (KINGSTON) 4" 2" 1" WALL HUNG, ELONGATED BOWL DESIGN WITH HEIGHT AT 18" ABOVE FINISHED FLOOR TO MEET ADA REQUIREMENTS, SIPHON JET FLUSHING WITH 1-1/Z' TOP SPUD, MODEL SLOAN OPTIMA PLUS ELECTRONIC FLUSH VALVE 8111-1.28, 1" I.P.S. SCREWDRIVER BAK-CHECK ANGLE STOP WITH PROTECTION CAP. RUBBER BUMPER ON STOP, ADJUSTABLE TAIL PIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD FLANGES. K-473-C WHITE ELONGATED OPEN FRONT SEAT COVER. PROVIDE WITH 500# MIN. CAPACITY CARRIER. 8/P PUBLIC RESTROOM, RECEIVING, TIRE RESTROOM (1)(4) 34 WH-1 WATER ;A.O. HEATER (120°F) SMITH IBTH-120 1 1/2" 1 1/2" 60 GALLON CONDENSING WATER HEATER, 120,000 BTU/HR INPUT @ 7"W.C., 173 GPH (0 80°F TEMP RISE, 960 LBS (WET) 460 LBS (DRY), VENT AND FLUE PIPING TO BE CLOSED CELL SCHEDULE 40 PVC. PROVIDE CONCENTRIC VENT KIT P/N: 9006328005 AND CONDENSATE NEUTRALIZING KIT P/N: CNS-2. 32/P JANITOR ROOM (3) 1 WH-2 WATER A.O. SMITH HEATER (120°F) DSE-20-9 1 1/4" 1 1/4" 20 GALLON ELECTRIC WATER HEATER. SINGLE 9KW HEATING ELEMENT, 208V/1PH, 43.3 FLA. 46 GPH @ 80 °F RISE REMOTE RESTROOM (3) 1 WHA WATER ' WATTS HAMMER ARRESTOR I LF15M2 1" 1" SHOKTROL Z 1700 SERIES, SEE PLANS FOR LOCATIONS AND SIZES. PROVIDE THRUST BLOCK AT UNIT TO LIMIT MOTION. 9/P 3 PLUMBING SCHEDULE NOTE INDEX PLUMBING FIXTURE SCHEDULE: 1. WATER CLOSETS TO HAVE OPEN FRONT SEATS AND ELONGATED BOWLS. 2. ALL HOSE BIBBS TO HAVE NON -REMOVABLE BACKFLOW PREVENTION DEVICES -TAMPER PROOF VACUUM BREAKERS. WATER HEATERS TO HAVE RIGID CONNECTIONS & CONSTRAINTS TO RESIST SEISMIC MOTION. 4. HANDICAP WATER CLOSETS SHALL BE +16" TO TOP OF BOWL, FLUSH VALVE LEVER CONTROLS TO BE ON THE WIDE SIDE OF STALL AND NOTE MORE THAN 44 INCHES ABOVE THE FLOOR. 5. LAVATORIES SHALL BE +34" TO RIM, WITH 29" OF CLEAR SPACE UNDERNEATH, HOT WATER AND DRAIN PIPES UNDER LAV SHALL BE INSULATED PER SPEC. SECTION 22 07 00 6. DRINKING FOUNTAINS SHALL BE +36" TO TOP OF BUBBLER, W/27" CLEAR UNDERNEATH, SPOUT SHALL BE LOCATED W/3" OF THE FRONT & DIRECT WATER FLOW @ NOT LESS THAN 4" IN HEIGHT. M.C. TO INSTALL 2X4 BLOCKING IN WALL BEHIND BOTTLE FILLING STATION @ +35" A.F.F. & 50" A.F.F. 7. URINALS SHALL BE A.D.A. COMPLIANT, WATER SAVER TYPE. 0.5 GPF MAX. 8. PROVIDE TRAP PRIMER. ACCEPTABLE SUBSTITUTION: PROSET TRAPGUARD; CONTRACTOR TO VERIFY WITH AUTHORITY HAVING JURISDICTION AND PROVIDE CREDIT TO OWNER. 9. ROOF DRAINS ON METAL ROOF PROVIDED BY METAL BUILDING SUPPLIER. ROOF DRAINS ON BUILT UP ROOFS PROVIDED BY G.C. 10. EQUIPMENT FURNISHED BY THE OWNER, THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P- TRAPS, TAILPIECES, ESCUTCHEONS, AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. 11. PLUMBER TO PROVIDE AND INSTALL 1/2 GPM AERATORS. DOMESTIC WATER PIPE SIZING WATER VOLUME REQUIRED WATER USAGE PER DAY (EXPECTED X 125%) AVAILABLE PRESSURE AT MAIN PRESSURE LOSS DUE TO ELEVATION FROM STREET WATER METER PRESSURE LOSS (2 METER FROM CHART A-1) SERVICE TO BUILDING LOSS (100 FT) BACKFLOW PREVENTOR LOSS (3 SIZE) SYSTEM PRESSURE LAST FIXTURE PRESSURE (RESIDUAL) HEIGHT PRESSURE LOSS @ 40 FT A.F.F. PRESSURE AVAILABLE FOR FRICTION LOSS PRESSURE LOSS AVAILABLE PER 100 FT (BASED ON 1200 FT EQUIVALENT LENGTH FAIRLY SMOOTH COPPER PIPE) 109 7719 65.00 -1.29 -6.00 -1.25 -12.00 44.46 -15.00 -17.20 12.3 GPM GPD PSI PSI PSI PSI PSI PSI PSI PSI PSI 1.0 P51/100' WATER PRESSURE INFORMATION PROVIDED BY PLACE HOLDER AVERAGE WATER HARDNESS AT LOCATION (GRAINS/GALLON) CHLORIDE LEVEL (PPM) SILICA LEVEL (PPM) TOTAL DISSOLVED SOLIDS (PPM) PIPE SIZE 1," 3/4" 1-1/4" 1-1/2" 2" 2-1/2' 3" FLOW (GPM) 0.98 2.60 5.40 9.60 15.3 31.3 57.4 92.2 FLOW (FPS) 1.3 1.8 2.1 2.5 2.8 3.3 3.9 4.3 WSFU (FLUSH VALVE) 0 0 0 0 0 14 67 205 4.50 N/A N/A N/A WSFU (NON -FLUSH) VALVE) 2 6 12 21 56 161 338 PLUMBING LEGEND WASTE/SANITARY SEWER VENT COLD WATER HOT WATER HOT WATER CIRCULATION CONDENSATE DRAIN GAS RVCD GAS COCK CONTROL VALVE-2/3 WAY P&T RPPB/RPZ STRAINER THERMOMETER UNION VALVE - CHECK VALVE - GATE VALVE - BALL VALVE - PRESSURE REDUCING MIXING VALVE PRESSURE GAUGE AUTO AIR VENT A.F.F. AHJ B.F.F. CO CONT. CW FCC G.0 H&CW HW IN. WC MBH M.C. CAP OFF ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION BELOW FINISH FLOOR CLEAN OUT CONTINUATION COLD WATER FLOOR CLEAN OUT GENERAL CONTRACTOR HOT & COLD WATER HOT WATER INCHES OF WATER COLUMN 1,000 BRITISH THERMAL UNITS/HR MECHANICAL CONTRACTOR PSI POUNDS PER SQUARE INCH RN ROUGH INSTALLATION RPPB REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER RPZ REDUCED PRESSURE ZONE ASSY. SCO SURFACE CLEAN OUT S.S. SANITARY SEWER TYP. TYPICAL U UNION UNO UNLESS NOTED OTHERWISE VTR VENT THRU ROOF W. WASTE WCO WALL CLEAN OUT WHA WATER HAMMER ARRESTER REVIEWED FOR CODE COMPLIANCE APPROVED • JUN 16 202.O City of Tukwila BUILDING DIVISION CORRECTION LTR# 1 °tin 6, REVISION NO,:.L SEPARATE PERMIT REQUIRED FOR: El' Meohas\licol ArElecf'ical D Plumbing ❑ Gas Piping Cky of Tukwila BUILDING DIVISION RECEIVED A' I loll;. TUKWILA PUBLIC WORKS (RECEIVED CITY OF TUKWILA MAY 01 20711 PERMIT CENTER PGI9oIs9 TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 PLUMBING NOTES, LEGEN1111111111111 AND SCHEDULES P-o•1 P-1.2A ( 1 B-1 I s) 0 -17,0 1 rPt R) (Q.5) (Q DOMESTIC WATER ISOMETRIC DIAGRAM SCALE: M ) (TYP. OF 5) (TYP. 2) *4' No. DF-2 (TYP. OF 2) H - - - - OVERALL PLUMBING PLAN SCALE: 1/32" = 1,-0" 3/4" 1/2" 6411712023 Th) SK-1 (TYR OF 2) DOMESTIC WATER ISOMETRIC DIAGRAM SCALE: ) 64/17f2020 (F) E 14 WC-2 (TYP. OF 18) WASTE & VENT ISOMETRIC DIAGRAM SCALE: D) LsIj (TYP. OF 2) W90 * 4_ (TYP. OF 3) DF-2i FCO 4"/3" HUB RAIN (TYP. OF 2) -2) 1 /2" (TYP. OF 2) TWO-WAY SCO (TYP. OF 2) 04/172020 WASTE & VENT ISOMETRIC DIAGRAM SCALE: Pu9-01% REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 6 2020 City of Tukwila BUILDING DIVISION TIECEIVED CITY OF TelkWILA MM 01 MO PERMIT CENTER DERMODY - OXBOW TUKWILA, WA TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 OVERALL PLUMBING PLAN AND RISER DIAGRAMS P-1.1 4/16/2020 11:24:53 AM GAS SIZE CHART PRESSURE PSI 2 PRESSURE MAX DEVELOPED DROP LENGTH (FEET) TO 1.0 1,100 PIPE SIZE (CPC) MAX LOAD (MBH) 1/2" 119 3/4" 248 1" 1-1/4" 1-1/2" 468 960 1,438 2" 2,770 2-1/Z' 4,415 3" 7,806 GAS SIZE CHART PRESSURE PRESSURE MAX DEVELOPED IN WC DROP LENGTH (FEET) 7 TO 6.5 1 100 PIPE SIZE (UPC) 0)0 LOAD(MBH) 1/2" 45 3/4" 94 1" 177 1-1/4" 363 544 2" 2-1/2" 3" 1,048 1,672 2, 956 4" 15,921 6" 46,639 8" —I 95,825 PROVIDE ONE OF FOLLOWING REGULATORS AT EACH PIECE OF EQUIPMENT SENSUS MODEL #496 PIPE SIZE - 3/4" OR 1" ORIFICE - 3/8" SPRING - .EEN FOR GAS LOAD UP TO 760 MBH MAXITROL MODEL 325-5L600 PIPE SIZE - 3/4" OR 1" FOR GAS LOAD UP TO 340 MBH 325-7AL210D PIPE SIZE 1-1/4" OR 1-1/Z' FOR GAS LOAD BETWEEN 340 MBH AND 1000 MBH 'ALL GAS PRESSURE REGULATORS TO BE RATED FOR 5 PSI j:} gi,SDETAIL (60 MBH) 4" 6" 8" 6,032 17,683 36,348 - ..) 1/2"o (60 MBH) GAS CALCULATIONS Packaged Rooftop HVAC Equipment AC-1 AC-2 AC-3 AC-4 AC-5,2 Water Heaters WH-1 Future Loads BTU/H 60,000 250,000 250,000 60,000 2,800,000 120,000 1,000,000 TOTAL GAS LOAD 4,540,000 3" GAS LINE SERVICE IS REQUIRED © 2 PSI. 2 1/2"o MBH) 3/4"0 ",120MBH/ METEf 3(5-40(f OTAL © 2 PSI SEE DETAIL ( 12 ) PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE (a:, GAS METER AND REGULATOR SET BY PSE CONTACT. XXX XXXXXXXXX (XXX) XXX-XXXX 04/172020 • 1 1/4"o MBH) 1 1/4"o MBH) A 7 TEGEADsETAIL (250 MBH) (TYP. OF 2) 2 1/2"o (2,800 MBH) WH-1 'SEE DETAIL ( 33 ) WATER HEATER 3/4" GAS DN. TO PRV (120 MBH) c)) MBH) 2"0 (2,450 MBH) (N 1"0 77(350 MBH) ( GAS PIPING PLAN - A SCALE- 1/16" = 1-0" (2,100 MBH) L 7 A KEY PLAN -R)11-ust SEE SHEET P-1 2B FOR CONTINUATION. 2.5) 4) 4.4) 4.7) 5) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 0 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 01 2020 PERMIT CENTER DERMODY - OXBOW TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 GAS PIPING PLAN - A P-1.2A SEE SHEET P-1.2A FOR CONTINUATION. 2' (1,750 MBH) 2"0 (1,400 MBH) (6) 1"0 (350 MBH) •r • `AC 7 1 1 /2" 0 (1,050 MBH) 1 1 /4" 0 (700 MBH) 1"0 (350 MB 1"0 (350 MBH) 10 1 "0 (350 MBH) ,:}AC \11j GAS PIPING PLAN - B SCALE: 1(16" = 1-0" 1"0 (350 MBH) 12 A KEY PLAN yk_ 3.5 PG11- ot5b REVIEWED FOR CODE COMPLIANCE APPROVED JUN 16 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 01 2070 PERMIT CENTER TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 GAS PIPING PLAN - B P-'L2B A 6/2020 11:24:57 AM B KEY PLAN FOR CONT. OF S.S. SEE CIVIL PLAN -6*-6" B.F.F.) S/S-1SEE DETAIL I' 5 SAND SEPARATOR SEE CIVIL FOR CONT. 6' S.S. @ OUTLET (I.E. = -4'-0" \Q ( ( 3 P-2.2 P-2.2 Y CW ) -- DOMESTIC CW SUPPLY SEE CIVIL PLAN FOR CONTINUATION. 1-2-69 QL 2 ' 3/4'. 04/17/2020 p ) LHB-1 9 @+24" A.F. ,- 3/4"CW DN 3/4"CW TO / EXT. HOSE BIBB AND / 1/2" CW ROUGH -IN FOR DRINKING -FOUNTAIN. 1" CW UP TO MEZZANINE LEVEL - 3/4"CW DN. 3/4"CW-TO EXT. HOSE BIBB AND 1/2" CW ROUGH -IN FOR DRINKING FOUNTAIN. N HB-1 A.F.F. (m) 2 1/2" 3/4" (71 ,) PLUMBING PLAN - A \ SCALE 1/16" = 1'-0" CW HB-1 @+24" A. .F. LHB-1 A.F.F. CW K A- 3/4"CW DN. 3/4"CW TO / EXT. HOSE BIBB AND 1/2" CW ROUGH -IN FOR DRINKING FOUNTAIN. 3/4"CW DN. 3/4"CW TO / I EXT. HOSE BIBB AND 1/2" CW ROUGH -IN FOR DRINKING FOUNTAIN. 2 1/2' (, FCC, 6" FOR CONT. OF S.S. SEE CIVIL PLAN PO- Deb 1.6 2.5) ( 3 4.7 ) ( 5 ) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 16 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 01 ?PO PERMIT CENTER 0 DERMODY - 0 TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 I PLUMBING PLAN - A P-2.1A F WH-2 1" H&CW DN. SEE DETAIL 57 FOR CONT. OF 2-1/2",_ CW SEE PLUMBING ' PLAN — B ON THIS SHEET. , ABOVE CEILING WHA ZURN SHOKTROL #400 1/2" HWC 1" CW ABOVE CEILING (TYP.) 1/2. CW DN. —3/4" CW ABOVE CEILING —( 1 /---FOR CONT. OF 3/4" S__,EAEL,UMBING P N ONs\THIS SHEET. L SK-1 1," H&CW DN. (TYP. OF 4) )-)c 1.3) REMOTE RESTROOM PLUMBING PLAN SCALE: 1/8" = 1,0" 2 1/2' FCO 6" 6" TWO—VVAY SCO FOR CONT. OF S S.S. SEE CIVIL PLAN WASTE IN WALL 1,1SK1 — (TYP. OF 4) 04/172020 3/4" L HB-5 j SEE DETAIL (17 (Typ 9 SEE DETAIL (- 8 WATER CLOSET ----- (TYP. OF 6) )F) FOR CONT. OF 6" SS SEE PLUMBING PLAN — B ON TH/SSF-IEET —7 'Y99 'r W 3" 3" )j 3" ----9 D-5 SEE DETAIL ( 22) (TYP.) 3" U WCO (TYP OF 2) _ - 1.3\ REMOTE RESTROOM WASTE & DRAIN PLAN SCALE: 1/8" = 1,0" 3/4.CW DN. 3/4"CW TO EXT HOSE BIBB AND 1/2" CW ROUGH —IN FOR RINKING FOUNTAIN. HB-1 @+24" A.F.F. 21 04/17/2920 I HB-1 I ©,-24" A.F.F. CW FOR CONT. OF S.S. SEE CIVIL PLAN (LE. = B.F.F.) r•3 1 1/2" 3/4" CW 3/4"CW DN. 3/1I"CW TO EXT. HOSE BIBB AND 1/2" CW ROUGH —IN FOR DRINKING FOUNTAIN. PLUMBING PLAN - B CB) 3/4THOSE "CWDNB . 3i/LCAWNTDO Ex / 1/2" CW ROUGH —IN FOR DfRINKING FOUNTAIN. FHB-1 @+24" A.F.F. 1 712‘1, 04/17/2020 1-4B-5. ) HB-1 s '0+24" A.F.F. CW 0 A 3/4"CW DN. 3/4"CW TO EXT. HOSE BIBB AND 1," CW ROUGH —IN FOR DRINKING FOUNTAIN. 3/4"CW DN. 3/4"CW TO EXT. HOSE BIBB AND 1/2. CW ROUGH —IN FOR DRINKING FOUNTAIN. 3/4"CW DN. 3/4"CW TO EXT. HOSE BIBB AND 1/2" CW ROUGH —IN FOFR DRINKING FOUNTAIN. B KEY PLAN FOR CONT. OF S.S. SEE CIVIL PLAN (I.E. = -4,6" B.F.F.) 6" FCO FCO FOR CONT. OF S S SEE CIVIL PLAN (I.E. = —6,6" B.F.F.) TWO—WAY SCO H13±1i @+24" A.F.F. 1.6) - 3/4" — CHB-1,FE 3/4" — — 4 4.4) 5 ) ?Oat- Di% REVIEWED FOR CODE COMPLIANCE APPROVED JUN 6 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 01 MO PERMIT CENTER uJ 2 a. ----'- LT- ,g &I Fl NT TE1 #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 PLUMBING PLAN - B SCALE: 1/16" = 1'-0" P-2.1B S FSK-2 1/2" H&CW DN. ENTRY VESTIBULE 01 CONFERENCE OPTIONAL ROOM WORKROOM 107 1 1 108 1 STATION MANAGER WORKROOM , 109 2 1/2" MA/ OPFN_ WORKROOM 106 3/4" HVVC I LOCKERS 4_ 102 TRAINING ROOM 103 —3/4'. HW rk ETTT1 3" C JAN. CLOSET L 120 SPRINKLER 122 , FOR CONT. OF 1-1/2" CW SEE PLUMBING PLAN -A (1 ON SHEET P-2.1A FOR CONT. OF 2-1." CW SEE PLUMBING PLAN - A ON SHEET P-2.1A RR WORKROOM 105 BREAK ROOM E1 04 ELEC. ROOM 123 7 ) - (1 .3) 2 .5) 3.5) 3/4" CW @,-24" A.F.F. ) FOR CONT OF'3' CW SEE PLUMBING PLAN - A ON SHEET P-2.1A )r)_7\ - PARTIAL PLUMBING PLAN SCALE: 3/32" = 1,0" 04/17,020 5) ENTRY VESTIBULE 101 I ( S (R) CONFERENCE - ) ROOM \NV 107 LOCKERS D021 TRAINING ROOM 103 04/17020 D-5 SEE DETAIL 6" 6" STATION OPTIONAL MANAGER WORKROOM WORKROOM [ 108 109 L _ OPEN_ WORKROOM 106 • • HR WORKROOM 1,1105_1 e e 1-4 (.? JAN. CLOSET 120 81 — TWO-WAY SCO FOR CONT. OF SS , SEE PLUMBING I. PLAN A ON SHEET P-2.1.A SPFqNKLER —1122 BREAK ROOM r 104 4 7 ELEC. ROOM 123 2 PARTIAL WASTE & DRAIN PLAN SCALE: 3/32" = 1,0" 2.5 3.5) (4.4) (5 ) 2-1/2" CW DN. PCF )LWURMACBN°) N G'DN3TI4P°L'FA V VN3I N S" EHETW?H CAI S'IRT2S- T )11 ,))_, A PROVIDE BRACING TO LIMIT PIPE MOVEMENT TO LESS THAN 1." WHEN FLUSHING FIXTURES. SEE DETAIL (TYP.) 9 13/4" HWC 2-1/2" CW j 1-1/2" HW INSTALL FLUSH - VALVE ON VVIDE SIDE OF STALL (TYP.) rTE4D)ETAIL SK-1 (TYP. OF 20) 3/4" HW ,‘020 3/4" HW oC _ WOMEN'S TOILET 1E113 ERS " HW FOR CONT OF 3" CW SEE PLUMBING PLAN ON THIS SHEET. MEN'S TOILET 115 r'•"-• (TYP ) (TYP ) 11 11 11 JAN. CLOSET 120 —7 1/2" CW DN. WITH 3/8" QUICK DISCONNECT AND I -SHUT-OFF VALVE 24" AFF. NEW MOTHERS 'rr) 1/2" H&CW DN. (TYP.) • _.„) )3 5 1, 24,---fWHA 1.00 ) SEE DETAIL ( 9 (TYP. OF 2) DF-2 1/2" CW DN (TYP OF 2) 4) 1/2" H&CW DN. (TYP.) H'&#4CW00 DN._ ( j ) SE (TYP.E DETAIOF 2)L C. ) SEE DETAILS )r- MS-2 3/4" HiCW DN. @+30" AFF. HB-2 1/2" CW,DN.HFEIE16.CH)MTIFYH RESTROOM PLUMBING PLAN wo uN NE TR N G I ) FOR CONT. OF 6" SS SEE PARTIAL WASTE & DRAIN PLAN ON THIS SHEET. 6" (TYP. OF 5) SEE DETAIL 1 22 6" 1 FCO FCO ) SEE DETAIL (TYP.) --- ( R 04/17,020 • `NEW M.,THERS L-A-1 ) - 2" 4" 49 (i) 44, 49 WOMEN'S TOILET D-5 113 14) 1 '1. D-5 1 r 3" 1, I 4. 49 49 (L(3 c7i) 72/ 49 0 0 MEN'S TOILET 115 D-5 'I 1 1)1 o-82 I DF-2 EGO /47 0407/2020 1 CONTEMPLATION ROOM 3.5) L111 —1 WATER CLOSET (TYR OF 28) SEE DETAIL 8 ) .14 DF-2 /o4,72o2o \\, ( TYP. OF 8) 4 .4 ) JAN. CLOSET LL 120 )1 FOR CONT. OF 6' SS SEE PARTIAL WASTE & DRAIN PLAN ON THIS SHEET. MS-2 1—D-5 FOF2 CONT. OF 6" SS SEE PARTIAL WASTE & DRAIN PLAN ON THIS SHEET. RESTROOM WASTE & DRAIN PLAN ( 4 ) SCALE: p611-016c, REVIEWED FOR CODE COMPLIANCE APPROVED EN 1 6 2020 City of Tukwila BUILDING DIVISION nEcErvEn CITY OF TUKWILA MAY 01 2020 PERMIT CENTER PERMIT SET " ri,r, rr, r4 0 CO 0 >- UJ 0 TUKWILA, WA TEI #: 19-413 PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 ENLARGED PLUMBING PLANS P-2.2 FINISHED FLOOR CLEANOUT COVER REQUIRED TO BE STAINLESS STEEL NOTES: ADJUSTABLE HEIGHT THREADED OUTLET THREADED HALF COUPLING. SAME SIZE AS SEWER UP TO4"0 DIRECTION OF FLOW INTERIOR FLOOR CLEANOUT SCALE: N.T.S. • SEE SPEC SECTION 220600 FOR APPROVED CARRIER MANUFACTURERS. • ALL CARRIERS TO BE RATED FOR 500 LBS MIN. CAPACITY. • VERIFY NUMBER OF SINGLE/DOUBLE WALL CARRIER REQ'D PER PLAN. • COORDINATE -PLUMBING WALL THICKNESS -WITH ARCH DRAWINGS PRIOR TO ORDERING. SINGLE CLOSET WALL CARRIER ANCHOR BAR - SYSTEM WITH 1," MIN. THREADED ROD SECURED TO CARRIER FLANGE. f TORQUE (55 LBS-FT) CARRIER FLANGE 1/2"CONCRETE WEDGE ANCHOR (S. LC. ). RED HEAD TRUBOLT OR EQUIVALENT. MIN. 4500 LBS TENSION RATING (PULLOUT FAILURE) BUILDING DRAIN SIZE PER PLANS CONCRETE SLAB MOUNTING HEIGHT PER ARCH 1/2" CONCRETE WEDGE ANCHOR CONCRETE (S.LC.)(TYP.OF4) SINGLE CARRIER SLAB DOUBLE CLOSET WALL CARRIER SECURE CARRIER PER MFR INSTALL INSTRUCTIONS (TYP.) //' MOUNTING HEIGHT PER ARCH 1/2" CONCRETE WHOR SEC.)E YPCOF4) DOUBLE CARRIER CONCRETE SLAB 8 WATER CLOSET CARRIERS SCALE: N.T.S. SIZE CONCRETE FLOOR TOPPING PER ARCH. DWG'S NO SLOPE THREADED ADJUSTABLE HEIGHT OUTLET. SEE TABLE FOR SIZE t PROVIDE TRAP PRIMER CONNECTION. NOTE: SET DRAIN CLEAR OF CURBS, U.O.N. FLOOR DRAIN D-5 22 )SCALE: N.T.S. 020 11:25:45 AM COUNTER FLASHING SLEEVE FLASHING SLEEVE - ROOF -- 7 el VENT THROUGH ROOF \SCALE: N.T.S. SINGLE/DOUBLE FIXTURE IF BRANCH IS GREATER THAN20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS. 18" MIN ROOF FLASHING (BY G.G.) 1 EPDXY COATING AT ALL INTERIOR CONCRETE SURFACES. -` D-8 2,16 FLOOR SINK LOCATED IN RECEIVING AREA. SEE PLAN 5 'SAND AND OIL SEPARATOR (S/S & OtS) 'SCALE: N.T.S. L q� 1-1/4"0 ROCKET LIFT INSERT (1) EA. CORNER, (4) CORNERS IN BASE 7'-0" OVERALL 6'-6" INSIDE CLEAR 3/4"0 FERRULE LOOP (4) PLACES IN TOP 24"0 CLEAR ACCESS OPENINGS i,l fi1 CAULK BOTH SIDES 4_ j 8"0 HOLE (TYPICAL) \.) `I PRECAST i BAFFLE ! 3" THICK 6.0 PIPE (TYPICAL) SLOT BOTH SIDES 3 1," x 3/4" 11 OPTIONAL 17" DEEP 24/16 FLOOR r VENT PIPES SINK LOCATED IN RECEIVING 1, D-8 TRAP 8, ARM 1'-0" 0 x 2'-10" x 1-1 /2" KNOCKOUT (TYPICAL) AIR CHAMBERS T VENT THRU ROOF ,- INSTALL PER PDI STANDARDS AND MANUFACTURER'S INSTRUCTIONS. PROVIDE A WHA i AT ALL QUICK- CLOSING VALVES. WALL STOPS TO BE LOOSE KEY WITH SHIELD. HOT OR COLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN - 20' LONG, PROVIDE ONE WHA AT END OF LINE. FOR BATTERIES OF FIXTURES, PROVIDE WATER HAMMER ARRESTERS BY ZURN OR APPROVED EQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE #1010 AND ANSI #A11226.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. PROVIDE ACCESSIBILITY TO "WHA" WHERE REQUIRED BY LOCAL CODE. WATER HAMMER ARRESTERS SCALE: N.T.S. RUN 3/4" CONDUIT FOR REMOTE CABLE THROUGH INTERIOR WALL \ TO ACCESS PANEL (TYP) WATER HEATER GAS HEADER, SIZE PER PLAN HVAC GAS HEADER, SIZE PER PLAN SHUTOFF VALVE TO BE INSTALLED DOWNSTREAM OF FINAL GAS COMPANY VALVE AND ANY BY-PASS CONNECTION. VERIFY APPROVED LOCATION WITH GAS COMPANY. FINISHED GRADE 0a/7n020 NOTE THRUST BLOCKS TO PROVIDE RESTRAINT TO LIMIT DOMESTIC WATER PIPE MOVEMENT TO LESS THAN 1" DUE TO FIXTURE OPERATIONS. -- PIPE SLEEVE OVER BOLT. INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPE). PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION UNDER INSULATION SHIELD. (MIN. 9 PCF DENSITY) INSTALL STAINLESS PIPE CLAMPS AT ALL 3' 5" 1' 11' INTERIOR PIPING. (MIN. 2 PER FIXTURE) PLAN VIEW INSULATION SHIELD AT HANGER. SECURELY FASTEN TO INSULATION WITH BAND CLAMP OR CABLE TIE. (TYP.) TYP. PIPE �1 HANGER INLET II T ADJUST TO GRADE 24"0 LOCKING FRAME 8, COVER AIR T8, GAS TIGHT (TYPICAL) (2) 3!4"FERRSIDE, (LULE2 SIDLOOPES EA. PS if RECOMMENDATION: �1 INLET IS A PIPE DIAMETER HIGHER THAN OUTLET o 1 1/4"0 ROCKET (1) EA. CORNER, (4) CORNERS PRECAST BAFFLE 3" THICK CAULK BOTH SIDES -- SLOT BOTH SIDES 3 1," x 3/4" ALL THREADED ROD (A.T.R.) STIFFENER REQUIREMENTS 3/8" MAX. LENGTH 19" 11 5/8" 3/4" 25" 31" 3T' ALL THREADED ROD (A.T.R.) MAY REQUIRE STIFFENER. SEE TABLE ABOVE. BAND CLAMP / OR CABLE TIE. (TYP.) TYPICAL WATER PIPING HANGER SUPPORT r):1)-6\ WATER PIPING HANGERITHRUST BLOCK DETAIL SCALE: N.T.S. NOTES PROVIDE SAGE PRIME SAP-200-S150FLG200-DC24-NG HVAC GAS METER WITH CONNECTION TO BMS. LOCATE UPSTREAM OF PRV WITH MIN. 10" STRAIGHT RUN UPSTREAM AND DOWNSTREAM OF METER. PROVIDE SAGE PRIME SAP-250-S150FLG250-DC24-NG GENERAL GAS METER WITH CONNECTION TO BMS. LOCATE UPSTREAM OF PRV WITH MIN. 12" STRAIGHT RUN UPSTREAM AND DOWNSTREAM OF METER. OWNER EQUIPMENT GAS COMPANY EQUIPMENT (VERIFY WITH GAS COMPANY) AUTOMATIC SEISMIC GAS SHUTOFF VALVE SAME SIZE AS HEADER. SHALL BE ASCE I 25-97 CERTIFIED. INSTALL PER SPECIFICATION. /- SHUTOFF VALVE / BY GAS COMPANY. GAS METER BYPASS VALVE BY GAS COMPANY. PROVIDE RIGID SUPPORTS (2 PLACES MIN.) 2 AUTOMATIC GAS SEISMIC SHUTOFF DETAIL SCALE: N.T.S. NOTES q) CHECK VALVE FOR CV, SUPPLY. t)2) PROVIDE GRUNDFOS UPS 26-99 BRONZE RECIRC PUMP. SET MOTOR TO LOW SPEED. MOUNT IN VERTICAL ORIENTATION ONLY. (3; PROVIDE PRESSURE GAUGE DWYER MODEL #SGB-00521N (0-100PSI) IN VISIBLE LOCATION UPSTREAM OF FIRST HW SUPPLY BRANCH TEE. THERMAL EXPANSION TANK AMTROL ST-12-C (ASME). INFLATE TANK TO WATER PRESSURE LISTED IN WATER CALCULATIONS. 5 TANK CONNECTION SEE EDEDA /P. \y 1-1/2" HW (120°F) , 1-1/2" CW SUPPLY 115°F HWC SEE PLAN FOR SIZE EARTHQUAKE - STRAP (TYP.) BLOCKING (TYP.) NOTES ALL VALVES TO BE CONSIDERED 'NO UNLESS OTHERWISE INDICATED. * NO = NORMALLY OPEN NC = NORMALLY CLOSED ALL WATER CONNECTIONS 8, DRAIN PANS BY M.C. NO GALVANIZED FITTINGS ALLOWED. Oa17/2020 AUTO AIR VENT (TYP.) VACUUMRELIEF VALVE WATTS N36 3/4" DRAIN. PIPE TO FLOOR SINK. DRAIN PAN FLOOR DAYLIGHT TO 1,-% SINK FLOOR SINK. (32 )WATER HEATER PIPING (WH-1) PRESSURE REGULATOR VALVE GAS SUPPLY LINE NOTES PAINT ALL EXPOSED PIPING ABOVE ROOF PER SPECIFICATIONS. j) PROVIDE PRESSURE GAUGE WITH SHUT-OFF VALVE FOR GAS LINE UPSTREAM OF PRV. MAX PRESSURE OF GAUGE TO BE NO LESS THAN 200% OF MAIN LINE PRESSURE. C' PROVIDE PRV PER GAS TABLE. PROVIDE CAPPED TESTING TEE AT MINIMUM 10 PIPE DIAMETERS FROM PRV OUTLET. C INSTALL CONCENTRIC TERMINATION KIT PER FACTORY INSTALLATION INSTRUCTION. MINIMUM 10' AWAY FROM ROOF TOP �\ J0/IT7AIRYN TAKE. OU/L//TT NINATED @24" MIN. ABOVE ROOF DECK. Y V VENT nn 1 \ 0avo. PROVIDE RIGID SUPPORT FOR VENT PIPING IN TRUSS SPACE. REDUCE INTAKE AND VENT PIPING TO 3" IN TRUSS SPACE AT ENTRY TO CONCENTRIC VENT KIT. PROVIDE AGA APPROVED FLEX PIPE FOR GAS CONNECTION. INCREASE INTAKE/FLUE PIPING TO 4" IMMEDIATELY AFTER WATER HEATER CONNECTION 3" VENT TEE WITH BUILT-IN CONDENSATE TRAP AND CLEANOUT PROVIDED WITH UNIT. \L\COMBUSTION AIR 4"0OD EXHAUST INTAKE FLUE AIR PIPE � SCREENED 80° / VENT ABOVE ROOF i (TYP.) ROOF ROOF PENETRATIONS AND DECKTIGHT BY G.C. LOCATION COORDINATION REQUIREMENTS BY M.C. GAS TO WATER HEATER, SIZE PER PLAN. (TYP.) GAS VALVE DRIP LEG INTAKE AND FLUE PIPING TO BE SCHEDULE 40 PVC. NO FOAM CORE PIPE ALLOWED PER MANUFACTURER. 1/2" CONDENSATE. ROUTE TO FLOOR SINK. - CONDENSATE NEUTRALIZER KIT PROVIDED AND INSTALLED BY M.C. FLOOR SINK 0ai7(2020 k0 TYPICAL THRUST BLOCK SECTION A -A 4 1 /2" TYP. UNISTRUT MODEL # P-1000 -- --A CHANNEL LONGITUDINAL ' BRACE -ANCHOR TO ROOF \ FRAMING AS DIRECTED BY STRUCTURAL ENGINEER. /_/ j % ADJUSTABLE HALF HINGE ROOF DECK 24" MIN. BETWEEN SUPPORTS DIELECTRIC UNION \- PIPE OR RISER CLAMP UNDER INSULATION. ADAPTER BY M.C. ROOF CLAMP KIT ROOF FLASHING BY G.C. U'N'I'S' T T SUPPO u f�PPP�T % AS HIGH AS POSSIBLE (� \ ROOF MOUNTED HOSE BIBB (HB-5) I SCALE: N.T.S. 3/4" CW SEE PLAN FOR CONTINUATION PLUMBING RISER / VERIFY DIMENSION /-8" 0 2' 11 1 /4"/ BLOCKOUT BAFFLE PLAN VIEW STRUCTURAL NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C = 4,500 PSI. 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI-318-99 BUILDING CODE 5. LOADS: H-20 TRUCK WHEEL P = 16.0 KIP ASTM C-856 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 30% IMPACT FOR LESS THAN 3 FT. SOIL COVER. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL BLOCKOUT SIZES AND LOCATIONS DO ALL GROUTING AND EPDXY OF VAULTS, HOLES, AND SEAMS. SUPPLY AND INSTALL ALL PIPING 8, ELECTRICAL DO ALL PAINTING. 2. OUTLET PIPE CAN BE ADJUSTED TO INCREASE OR DECREASE GALLON CAPACITY. SHIPPING WEIGHT: TOP SECTION = 3,245 LBS BASE SECTION = 7,595 LBS BAFFLE = 775 LBS TOTAL WEIGHT = 11,615 LBS INSERTS TOP SECTION = (4) 3/4, FERRULE LOOP BASE SECTION = (4) 1-1/4"o ROCKET GAS TO AC PRV TEST PORT REDUCE TO GAS SHUT OFF PROVDED BY MC L GAS PIPING ASSEMBLY SIZE BELOW ROOF PER PLAN ABOVE ROOF GAS PIPING TO BE PAINTED SAFETY YELLOW DRIP LEG AC THRU THE BASE GAS PIPING DIAGRAM ISOLATION VALVE BEFORE MAIN. (MIN. 10' FROM AC INTAKE) (MIN. 5' FROM PARAPET) SEE PLAN FOR AIR CHAMBER (TYP 9 SEE DETAIL ( (t. ( 7 r, COUNTER SINK PIPING DIAGRAM - 120'F HOT WATER - SEE PLANS FOR SIZE VALVE FULL SIZE DISCHAR. FIF'E TO GRADE. CONCEAL PIPE IN WALL. LOCATED ABOVE REMOTE RESTROOM CEILING SEE PLAN FOR CONTINUATION WASTE 8, VENT RISER ///) RELIEF VALVE MODEL #N36 /AUTO AIR VENT DAYLIGHT DRAIN F"AN TO GRADE, CONCEAL PIPE IN WALL 57 tyVATER HEATER PIP NG (WH-2) EARTHQUAKE STRAPS ANCHORED TO WALL BALL VALVE UNION SEE PLANS FOR SIZE REVIEWED FOR CODE COMPLIANCE . APPROVED City of Tukwila BUILDING DIVISION tlECEIVEn CITY OF TUKWILA MAY 01 mg PERMIT CENTER Pbil- 015(6 PERMIT SET PM: SA CHECKED BY: PKR/ANT ISSUED: 04/17/20 ,1 PLUMBING DETAILS P-3.1