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HomeMy WebLinkAboutPermit PG19-0124 - SHOWALTER MIDDLE SCHOOL - PLUMBING FOR SCHOOL ADDITIONSHOWALTER MIDDLE SCHOOL 4628 S 144TH ST Apn: 1523049164 FINALED 07/15/2021 PGI 9-0124 Y 1 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 1523049164 Permit Number: PG19-0124 4628 S 144TH ST Project Name: SHOWALTER MIDDLE SCHOOL Issue Date: 9/30/2019 Permit Expires On: 3/28/2020 Owner: Name: Address: TUKWILA SCHOOL DISTRICT 4640 S 144TH ST, TUKWILA, WA, 98168 Contact Person: Name: STEVE HEHR Address: PO BOX 905 , RAVENSDALE, WA, 98051 Contractor: Name: PIPE CONSTRUCTION, INC Address: PO BOX 905 , RAVENSDALE, WA, 98051 License No: Lender: Name: Address: PIPECCI1910B1 Phone: (206) 678-0396 Phone: (425) 413-7473 Expiration Date: 1/21/2021 DESCRIPTION OF WORK: PLUMBING FOR SCHOOL ADDITION Valuation of Work: $244,637.00 Water District: 125 Sewer District: VALLEY VIEW Fees Collected: $1,636.70 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Wtfilyvy) Date: [67 ' 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 ofthis permit does not presume tmgive authority toviolate orcancel the provisions cfany other state orlocal laws regulating construction urthe performance ofwork. |amauthorized tosign and obtain this development pgnF9itand agree tothe, conditions attached tuthis permit. Signature: Date: 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 prabandoned for aperiod of180days from the last inspection. PERMIT CONDITIONS: l: ***PLUKAB|NG/GASPIPING PERMIT [ONDUlON5~** Z: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. ]: All permits, inspection records and applicable plans shall bemaintained atthe job and available tothe plumbing inspector. 4: All plumbing and gas piping systems shall beinstalled incompliance 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 beconducted inthe presence ofthe Plumbing Inspector. |tshall bethe duty nf the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. ,: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect such pipe from freezing, All hot and cold water pipes installed outside the conditioned space shall beinsulated ,ominimum R'3. 8: Plastic and copper piping running through framing members towithin one (l)inch ofthe exposed framing shall be protected by steel nail plates not less than I80auge. B: Piping through concrete ormasonry wails shall not besubject toany 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 be protected inaccordance with the requirements ofthe building code. Il: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackfi||ed/nthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnder0|Lfrozen earth, orconstruction debris. lZ: 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 ofthe jurisdiction. 13: The applicant agrees thatheorshevviUhieaUcpnsedp|umbertoperfo,nnthevvorknut|ined|nthispermit. 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: (2V6)438'g3SO 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND r CITY OF TUKWIA, Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov \ Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: q(s, g S. i r Tenant Name: Slvt) Ali M tfltILL S / PROPERTY OWNER Name: 1- 0 Sc- -Tht. r Address: . i Li S•11111 City: -.7- I u 4-4,..$: tit- State: Zip: c78,14 a, CONTACT PERSON - person receiving all project communication Name: E Address: City: n d Ic-,A-U&JS . 1, State: vv Zip: 9 vs7 Phone:20 6 7 - a 3 : Liz5, q 13 -iiin Email: - e 1 ge c oNiS trzuc-. .e.t . 64,- King Co Assessor's Tax No.: 1 52- 30L1 - Suite Number: Floor: New Tenant: Yes PLUMBING CONTRACTOR INFORMATION Company Name: n - V� Ci-. Address: 9.,., 0 . ic--Av 6.1‘ A 4 L City:State: iAl it Zip: q 80.5-1 Phone:, . Fax: 1415- q I 3 7i 73 51 2-5-- ii 1 .3 - LI (19 a • 1 ,-) .1) I Exp Date: Contr Reg 1jj, „to, Tukwila Business License No.: Valuation of Project (contractor's bid price): $ P-eq. (-,17 Scope of Work (please provide detailed information): p(,,, - 4 Building Use (per Intl Building Code). .4.-) Occupancy (per Int'l Building Code): Pr le-Mi 5 75 9 C 2-8c A4 3 D /1.9 Utility Purveyor: Water: 7,›T I2'c Sewer keLiz- HAApplicationsWorms-Applications On Line \ 201 1 Applicatioualumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page I of 2 Indicate type of plumbing fixtures and/or g. 'piping outlets being installed and the quantity"c(ow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap 3 Sinks 33 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory q Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 min) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet "7 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter I Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Ci 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 _Sas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature -- Print Name: S+ t- I LL Mailing Address: Po '& 9 p 1 AGENT: Date: 9 -// -73 Day Telephone: Zc •L 7 9 City �c. WA- 98a5 State Zip H:\Applicalions1Forms-Applications On Line \2011 AppIiicationAPlumbing Permit Application Revised 8-9-11.docs Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number R18541 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK : PAID $1,636.70 PG19-0124 Address: 4628 S 144TH ST Apn: 1523049164 $1,636.70 GAS $128.75 PERMIT ISSUANCE BASE FEE R000.322.100,00,00 0.00 $ 5.00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $25.75 PLUMBING $1A45.0O PERMIT FEE R000.322.100.00.00 0.00 $1,121.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $289.00 TECHNOLOGY FEE $62.95 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18541 R000. 22.900,04.00 0.00 , $62.95 $1,636.70 Date Paid: Wednesday, September 11, 2019 Paid By: PIPE CONSTRUCTION INC Pay Method: CHECK 007444 Printed: Wednesday, September 11, 2019 11:42 1 of 1 AM Permit Inspections City of Tukwila Permit Number: PG19-0124 Applied: 9/11/2019 Approved: 9/29/2019 Issued: 9/30/2019 Finaled: 7/15/2021 Status: FINALED Parent Permit: Parent Project: Details: PLUMBING FOR SCHOOL ADDITION Description: SHOWALTER MIDDLE SCHOOL. Site Address: 4628 S 144TH ST City, State Zip Code: TUKWILA, WA 98168 Applicant: SHOWALTER MIDDLE SCHOOL Owner: TUKWILA SCHOOL DISTRICT Contractor: PIPE CONSTRUCTION, INC CO NSPEGTIG S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 10/1/2019 AM 10/1/2019 GROUNDWORK Lee Sipe PARTIAL APPROVAL 533683 Notes: P/A E commons area. Approved - 2'water line under slab. 10/29/2019 AM 10/29/2019 GROUNDWORK Lee Sipe PARTIAL APPROVAL 64322 Notes: P/A plumbing Ground work, aprox. 40' main into building only. 10/31/2019 AM 10/30/2019 GROUNDWORK Lee Sipe PARTIAL APPROVAL #3 P/A Groundwork Notes: P/A OK- groundwork Grid B1-B2/BB-BE. 11/5/2019 AM 11/5/2019 GROUNDWORK Bill Centen PARTIAL APPROVAL 271772 Notes: 11/5/2019 - BC Underground plumbing - Partial approval *B81.2 Line from B2 - B3.1 *1381.2 from 82 - B4 *B3 line from 1381 - BA1 1. Need revise plans or submit a RFI for 3 added sinks on BE1 Line (83 - 84 11/7/2019 AM 11/7/2019 GROUNDWORK Bill Centen APPROVED 161936 Notes: Printed: Thursday, 21 October, 2021 1 of 2 SUPERION Permit inspections City of Tukwila . 3/4/2020 AM 3/4/2020 ROUGH -IN PLUMBING Lee Sipe PARTIAL APPROVAL . tr6 Notes: P/A Approved - 83 -South level 1 & 2, rough -in plumbing. 3/20/2020 AM 3/20/2020 ROUGH -IN PLUMBING Lee Sipe PARTIAL APPROVAL IR Notes: P/A Approved: Rough -in Plumbing, Area B, North side level 1 & 2. 5/5/2020 AM 5/5/2020 ROUGH -IN PLUMBING Lee Sipe APPROVED 2040 Notes: Plumbing Rough -in, Bldg. A & B 5/5/2020 AM 5/5/2020 ROUGH -IN GAS PIPING Lee Sipe APPROVED 4686 Notes: Gas Rough -in, Bldg. A & B 8/25/2020 AM 8/25/2020 UNDERGROUND Lee Sipe APPROVED 334585 Notes: P/A OK - final gas line. Room 8108 eye wash station needs brass MIP to copper fitting to prevent electrolysis. 8/25/2020 AM 8/25/2020 PLUMBING FINAL Lee Sipe NOT APPROVED 305787 Notes: Room 8108, eye wash station needs brass mip to copper fitting to prevent electrolysis. 8/25/2020 AM 8/25/2020 GAS PIPING FINAL Lee Sipe APPROVED 313888 Notes: 7/14/2021 7/15/2021 PLUMBING FINAL Lee Sipe APPROVED Notes: there has been progressive approved plumbing inspections throughout project. this is a final approval of plumbing only inspections. Printed: Thursday, 21 October, 2021 2 of 2 rek SUPERION City of Tukwila Department of Community Development September 17, 2019 STEVE HEHR PO BOX 905 RAVENSDALE, WA 98051 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0124 SHOWALTER MIDDLE SCHOOL - 4628 S 144 ST Dear STEVE HEHR, 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: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Please provide a gas piping sizing matrix showing pipe sizes and lengths with calculations to show gas pipe sized to meet the demand of the appliances served. Specify or show location of meter and distance. Note: 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. PG19-0124 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0124 DATE: 09/23/2019 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144TH ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: KtJ 61\ Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator E PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) DATE: 09/24/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 10/22/2019 n a Notation: REVIEWER'S T A S: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW Ej Staff Initials* 12/18/2013 1ERMIT COORD COPY. d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0124 DATE: 09/11/19 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AT Cara Zi)--(1 Building Division III Fire Prevention .\ Public Works 01111111111, Structural PRELIMINARY REVIEW: Not Applicable n (no approval/review required) Planning Division n Permit Coordinator DATE: 09/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews)/ (ie: Zoning Issues) DUE DATE: 10/10/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: 1"I1v1 Departments issued corrections: Bldg ► Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/Z013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Li Response to Incomplete Letter # Response to Correction Letter # Revision # Revision # Plan Check/Permit Number; before Permit is Issued after Permit is Issued [1] Revision requested by a City Building Inspector or Plans Examiner ito Ei Deferred Submittal # Project Name: Sttcuia-L-A-4 T 9P (-1 oc, Project Address: 25 S 9-- Contact Person:,--(&-d- Phone Number: ??‘ Summary of Revision: 55( iSrt..1 2 (6_ It /4-vOi 11,\A (J LA) VC_ fitCEIVED CITY OF TUKWILA EP 23 2019 PERMIT CENTER Sheet Number(s): 1, ( "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: Entered in TRAKiT on CAUsers\Kandace-NNAppDatalLocalstMicrosoft \Windows\INetCache\Content.Outlook Q13518YWORevision Submittal Farm.doc Revised: August 2019 PIPE CONSTRUCTION INC 0 Home pahoI Contact Search L&I Page 1 of 2 Washington State Department of Labor & industries Safety & Health Claims & Insurance ilex Help My 1M Workplace Rights Trades & Licensing PIPE CONSTRUCTION INC Owner or tradesperson Principals HEHR, STEPHEN LEIGH, PRESIDENT HEHR, DEBORAH ANN, VICE PRESIDENT Doing business as PIPE CONSTRUCTION INC WA UBI No. 602 887 241 PO BOX 905 RAVENSDALE, WA 98051 425-413-7473 KING County Business type Corporation Governing persons DEBORAH HEHR STEPHEN LEIGH HEHR; 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, PIPECCI910B1 Effective -- expiration 01/21/2009-- 01/21/2021 Bond American Contractors Indem CO $12,000.00 Bond account no. 100180371 Received by L&I Effective date 11/14/2011 11/11/2011 Expiration date Until Canceled Insurance Continental Insurance Co $1,000,000.00 Policy no 6072745282 Received by L&I Effective date 08/09/2019 09/23/2018 Expiration date 09/23/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve ..,„ TRT-_-=AMQS271z1.1 Mr T TC=.-PIPPCCIQ1(11:11 'FL A W= oRnoni PIPE CONSTRUCTION INC No lawsuits against the bond or savings ac its during the previous 6 year period. LAI Tax debts No L8,1 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent. Check their e.igible programs and occupations. 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 071,439-01 Account is current. Doing business as PIPE CONSTRUCTION INC Estimated workers reported Quarter 2 of Year 2019 "21 to 30 Workers" L&I account contact T4 / MICHELE GARRETT (360)024-4875 - Email: GAMI235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Exempt from this requirement. 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 Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 04/17/2019 tnspection no. 317953337 Location 1819 N 135TH St Seattle, WA 98133 Inspection results date 06/16/2014 Inspection no. 317318970 Location 24215 Pacific Hwy S. Des Moines, WA 98198 No violations Violations Page 2 of 2 Washington Slate Dept. of Labor P.,. Industries. Use of this site is subject to the laws of the slate of Washington,. Help us ove littnc.//ceplirp lni lA1q o-rw/verifidnetail acny2I 111I=6119RRT)41 NTT Ir=PTPFCCT9111111 RT A W= 9/10/7(11 PLUMBING FIXTURE SCHEDULE ID/NO FIXTURE MANUFACTURER/MODEL NUMBERS PLUMBING CONNECTIONS REMARKS WASTE VENT HW CVV NPHW NPCW P-1 WATER CLOSET TYPE, MER.,MODEL: WALL HUNG, FLUSH VALVE; KOHLER "KINGSTON" .4330, SIPHON JET FLUSHING, 1-1/2" TOP SPUD, ELONGATED BOWL FLUSH VALVE: SLOAN ROYAL 111, 1.6-GALLON FLUSH. SEAT: WHITE, NON -YELLOWING, OPEN FRONT, CLOSED BACK, ELONGATED WITHOUT COVER; BENEKE NO. 527SSCH. HANGER: REFER TO SPECIFICATION SECTION 224000. 4" 2" 1" P-1A WATER CLOSET ADA TYPE, MFR.,MODEL: WALL HUNG, FLUSH VALVE; KOHLER "KINGSTON" #K4330, SIPHON JET FLUSHING, 1-1/2" TOP SPUD, ELONGATED BOWL FLUSH VALVE: SLOAN ROYAL 111, 1.6-GALLON FLUSH. SEAT: VVHITE, NON -YELLOWING, OPEN FRONT, CLOSED BACK, ELONGATED VVITHOUT COVER; BENEKE NO. 527SSCH. HANGER: REFER TO SPECIFICATION SECTION 224000. MISCELLANEOUS: FLUSH CONTROL SHALL BE MOUNTED FOR USE FROM WIDE SIDE OF WATER CLOSET AREA. HANDICAPPED - MOUNTING HEIGHT FROM FLOOR TO TOP OF SEAT SHALL BE A M.IMUM OF 19" AND MINIMUM OF 17" " 2" 1" . - P-2 URINAL VVALL HUNG; VITREOUS CHINA, KOHLER "BARDON" .960 ET, WITH REMOVABLE BEEHIVE STRAINER FLUSH VALVE: SLOAN ROYAL, 0.50 GPF HANGER: REFER TO SPECIFICATION SECTION 224000. CARRIER: REFER TO SPECIFICATION SECTION 224000. 2" ,." - 3/4" - - P-3 LAVATORY TYPE, MFR., MODEL: WALL HUNG, 4" CENTERS; KOHLER "HUDSON,K2867, CAST IRON WITH BACK, FRONT OVERFLOW AND FAUCET LEDGE, 20"x18" FAUCET: CHICAGO FAUCETS MODEL NO 802-665CP, SLOW SELF -CLOSING METERING VVITH INTEGRAL SPRAY FACE, 4 INCH CENTERS, VANDAL RESISTANT, 0.5 GPM E12 AERATOR. TRAP 8, TAILPIECE: MCGUIFRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT HANGER: REFERTO SPECIFICATION SECTION 224000. 2" 1-1," 1," 1/2" - - PROVIDE WITH INDIVIDUAL FIXTURE WATER TEMPERING VALVES AND TRAP VVRAP KITS VVHERE SERVICES ARE EXPOSED. P-3A LAVATORY ADA TYPE, MFR., MODEL: WALL HUNG, 4" CENTERS; KOHLER "HUDSON" #K2867, CAST IRON WITH BACK, FRONT OVERFLOW AND FAUCET LEDGE, 20,18" FAUCET: CHICAGO FAUCETS MODEL NO 802-665CP, SLOW SELF -CLOSING METERING WITH INTEGRAL SPRAY FACE, 4 INCH CENTERS, VANDAL RESISTANT, ADA COMPLIANT, 0.5 GPM E12 AERATOR. TRAP & TAILPIECE: MCGUIRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT. DRAIN SHALL BE CHICAGO NO. 327-X POLISHED CHROME PERFORATED 17-GAUGE GRID STRAINER. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BI.IDED STAINLESS STEEL RISERS; BRASSC.FT HANGER: REFER TO SPECIFICATION SECTION 224000. MISC: PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATION SECTION 224400. OFFSET GRID DRAIN FOR ADA INSTALLATIONS. 2" 1-1/2" 1/2" 1/2" - - PROVIDE VVITH INDIVIDUAL FIXTURE WATER TEMPERING VALVES AND TRAP VVRAP KITS WHERE SERVICES ARE EXPOSED. P-4 STAFF RESTROOM LAVATORY TYPE, MFR., MODEL: WALL HUNG, 4" CENTERS; KOHLER "HUDSON" #K2867, CAST IRON WITH BACK, FRONT OVERFLOW AND FAUCET LEDGE, 20"x18" FAUCET: CHICAGO FAUCETS MODEL NO 802-CP, 4" SPOUT, NO. 390 METAL LEVER HANDLES, VANDAL RESISTANT, ADA COMPLIANT, 0,5 GPM E12 AERATOR. TRAP 8, TAILPIECE: MCGUIRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P-TRAP VVITH CLEANOUT. DRAIN SHALL BE CHICAGO NO. 327-X POLISHED CHROME PERFORATED 17-GAUGE GRID STRAINER. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL FRISERS; BRASSCRAFT HANGER: REFER TO SPECIFICATION SECTION 224000. MISC: PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATION SECTION 224400. OFFSET GRID DRAIN FOR ADA INSTALLATIONS. 2" 1-1/2" ." 1/2" _ - PROVIDE WITH INDIVIDUAL FIXTURE ,,..1:,,, ,, WATER TEMPERING VALVES AND TRAP WRAF' KITS VVHERE SERVICES ARE EXPOSED. P-5 SERVICE SINK TYPE, MFR., MODEL: FLOOR MOUNT, 30"x30", ONE PIECE, PRECAST TERRAZZO, MARBLE CHIPS ; FIAT NO. SB-3624. FAUCET: VACUUM BREAKER SPOUT, PA. HOOK WITH WALL SUPPORT, INTEGRAL STOPS, 3/4" HOSE THREAD OUTLET; CHICAGO FAUCETS NO. 897-CP-390 WITH 4" - 8-3/8" ADJUSTABLE CENTERS, NO. 390 HANDLES. SUPPLIES: INTEGRAL TO FAUCET. MISCELLANEOUS: PROVIDE SERVICE SINK WITH FIAT NO. 832-AA, STAINLESS STEEL WALL GUARDS. 36" LONG 3/4" HOSE AND HOSE BRACKET AND NO. 889CC STAINLESS STEEL MOP HANGER. SEAL SEAM BETWEEN SERVICE SINK AND WALL VVITH FIAT NO. 833-AA SILICONE SEALANT 3" 2" 3/4" 3/4" _ . , , - : ' ,.._ , , P-6A CLASSROOM SINK ADA COUNTERTOP, SINGLE -COMPARTMENT, 18-GA. TYPE 304 STAINLESS STEEL, 28"x19"x6 1/2" JUST CRAF-1928-A-GR-VRL-CT. SELF -RIMMING, INTEGRAL RANGE AND LEDGES ON BOTH SIDES. LEFT LEDGE - FAUCET, RIGHT LEDGE - BUBBLER. UNDERSIDE OF SINK SHALL BE SOUND DEADENED. DRAIN SHALL BE LOCATED CENTER REAR, FAUCETS: 8" CENTERS, SINGLE WING HANDLES, GOOSENECK SPOUT, BASKET STRAINER. CHICAGO FAUCETS NO. 1100-GN8AE3-317AB. 1.5 GPM VANDAL RESISTANT AERATOR. PROVIDE WITH SINK MOUNTED BUBBLER, JUST MODEL JSB-10-VR, NO EXCEPTIONS. DRAIN SHALL BE JUST MODEL J-35SSF-VR TYPE 304 STAINLESS STEEL GRID STRAINER. TRAPS & TAILPIECES: McGUIRE, OR EQUAL, 1-1/2" CHROME -PLATED CAST BRASS P-TRAP WITH CLEANOUT & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP VVITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATION SECTION 224400. 2" 1-1/2" 1/2" 1/2" - PROVIDE WITH TRAP WRAP KITS WHERE SERVICES ARE EXPOSED, P-7 GENERAL SINK - SINGLE COUNTERTOP, SINGLE -COMPARTMENT, 18-GA. TYPE 304 STAINLESS STEEL, 22"x25"x6 1/2" JUST MODEL NO. SL-2225-A-GR. SELF -RIMMING, INTEGRAL FLANGE AND LEDGE WITH 3-HOLE DRILLING ON BACK LEDGE. UNDERSIDE OF SINK SHALL BE SOUND DEADENED. FAUCETS: 8" CENTERS, SINGLE WING HANDLES, GOOSENECK SPOUT, BASKET STRAINER. CHICAGO FAUCETS NO. 1100-GN8AE3-317AB. 1.5 GPM VANDAL RESISTANT AERATOR. TRAPS 8, TAILPIECES: McGUIRE, OR EQUAL, 1-1/2" CHROME -PLATED CAST BRASS P-TRAP 8, TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT DRAIN SHALL BE JUST MODEL ..1-35SSF-VR TYPE 304 STAINLESS STEEL GRID STRAINER. NOTE: SHOULD INSTALLATION FOR ADA COMPLIANCE BE REQUIRED, SINK SHALL BE JUST MODEL NO, SL-ADA-2225-A-GR WITH 6-1/2" DEEP BOWL. OFFSET DRAIN TO REAR. 2" 1-1/2" 1/2" 1," _ - PROVIDE VVITH TRAP WRAP KITS WHERE SERVICES ARE EXPOSED. P-8A PREP SINK COUNTERTOP, SINGLE -COMPARTMENT, 18-GA. STAINLESS STEEL, 21"x19"x7 1/2" JUST "STYLIST" SL-1921-A-GR. FAUCETS: CHICAGO FAUCETS MODEL 930-VR317XKCP LABORATORY FITTING WITH 6" RIGID GOOSENECK SPOUT WITH #E7 SERRATED NOZZLE AND NO. 317-PR WRIST BLADE HANDLES. TRAPS & TAILPIECES: PROVIDE WITH ACID RESISTANT P-TRAP & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT 2" 1-1/2" - - 1/2" i,,, PROVIDE WITH BOTTLE TRAP P-9 ART SINK - 3 STATION FREESTANDING, TRIPLE -COMPARTMENT, TYPE 304 STAINLESS STEEL, ADVANCE TABCO CUSTOM SINK 120" OVERALL LENGTH, BOWL SIZE 16"x20" WITH 18" D.INBOARD BETWEEN EACH BOWL, AND 18" DRAINBOARD AT EACH END. 1-5/8" DIAMETER GALVANIZED LEGS AND GUSSETS. 1" ADJUSTABLE PLASTIC BULLET FEET, DRAINBOARDS AND RIMS - TYPE 304 STAINLESS STEEL FAUCETS: CHICAGO FAUCET (3) MODEL 510-GCVB613AL12AB WALL MOUNTED 8" BODY, ADJUSTABLE ARMS, PRE -RINSE FITTING WITH 613-A ADAPTER -FAUCET, 44" FLEXIBLE STAINLESS STEEL HOSE. TRAPS & TAILPIECES: McGUIFtE, OR EQUAL, 1-1/2" CHROME -PLATED CAST BFtASS P-TF,P & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; B.SSCRAFT WASTE DRAINS - 1-1/2" IPS STAINLESS STEEL BASKET TYPE. 2" 1-1/2" 1/2" 1/2" - - PROVIDE WITH SOLIDS INTERCEPTOR P-16 DRINKING FOUNTAIN HI/L0 W/BOTTLE FILLER TYPE, MFR., MODEL: HI-LO WATER COOL., STAINLESS STEEL BASIN (HANDICAPPED); ELKAy LZSTLG8vvS, WITH FLED -GUARD STREAMSAVER BUBBLER, LEAD FREE, INNOVATIVE GREEN TICKER TOUCHLESS BOTTLE FILLING STATION, PUSHBAR ACTIVATION, FILTRATION SYSTEM, ANTI -MICROBIAL PROTECTION, FILL RATE 1.1 GPM, LAMINAR FLOW, REAL DRAIN SYSTEM MISCELLANEOUS: SPOUT HEIGHT FOR LOW FOUNTAIN TO E3E MAX, 36" AFF. MEET ALL ADA REQUIREMENTS IN 2010 ADA STANDARDS AND ICCA117.1-2009 2" 1-1/2" - 1/2" - - 120V/10 P-17 EMERGENCY SHOWER/EYEWASH COMBINATION DRENCH SHOWER AND EYEWASH, FLOOR -MOUNTED WITH ALL STAINLESS STEEL SHOWERHEAD & ALL STAINLESS STEEL EYEWASH RECEPTOR, STAY -OPEN INSTANT ACTION VALVES, STAINLESS STEEL PIPE ON 7" DIAMETER FLOOR FLANGE, ALL STAINLESS STEEL, TWIN SOFT-FLO EYEWASH HEADS; HAWS NO. 8330. SUPPLY: 1-1M" GATE VALVE SHUTOFF. PROVIDE W/ PHENOLIC LABEL "DO NOT SHUT OFF" 4" 2" 1" 1" - PROVIDE DIRECT CONNECTION FROM EYEWASH DRAIN TO SANITARY, EYEVVASH SHALL NOT DISCHARGE TO FLOOR. 1-1/4" TEMPERED WATER SUPPLY PROVIDE MV-2. SEE SCHEDULE ON SHEET M0.06. HB-1 EXTERIOR WALL HYDRANT - CW QUARTER -TURN, NON -FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER AND STAINLESS STEEL BOX, LOOSE KEY, HINGED LOCKING COVER, ADJUSTABLE WALL CLAMP, NICKEL -BRONZE BOX FACE: JAY R SMITH 5509QT - - . 3/4" - - i - NOTES: 1. MAKE FINAL CONNECTIONS TO ALL PLUMBING FIXTURES UNLESS NOTED OTHERWISE. PROVIDE ACCESS PANELS AT ALL WATER HAMMER ARRESTERS & VALVES CONCEALED IN WALLS AND OR HARD CEILINGS. PROVIDE ALL TRAPS, STOPS, GRID STRAINERS, FLEXIBLE RISEF2S AND TAILPIECES FOR A COMPLETE INSTALLATION. 2. REFER TO ARCHITECTURAL INTERIOR ELEVATION DRAVVINGS FOR E.CT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 3. DECK MOUNT, FINAL LOCATION SHALL BE COORDINATED BY ARCHITECT WITH OWNER. 4. PROVIDE LOCAL MIXING VALVE AT ALL HAND -SINKS, LAVATORIES AND CLASSROOM SINKS. HYDRONIC PIPING SIZING SCHEDULE PIPE SIZE GPM RANGE PIPE SIZE GPM RANGE PIPE SIZE GPM RANGE REMARKS 3/4" 0 - 3.0 1-1/2" 11.1 - 17.0 3" 65.1 - 115.0 1 " 3.1 - 6.2 2" 17.1 - 36.0 4" 115.1 - 230.0 1-1/4" 6.3 - 11.0 2-1/2" 36.1 - 65.0 5" 230 - VALUES FOR PIPE SIZES UP TO 2-1/2" BASED ON COPPER TUBING. 3" AND LARGER BASED ON BLACK STEEL. M. FRICTION LOSS OF 3.0 PER 100' OF PIPE. VELOCITIES SHALL NOT EXCEED 6.0 FT. PER SECOND. NOTES: 1. HYDRONIC HOT WATEF2 PIPING, SUPPLY & RETURN SYSTEMS, ON THIS PROJECT IS SIZED ACCORDANCE WITH THIS SCHEDULE. DRAWINGS SHALL CONFORM OR SHALL BE AMENDED TO THE SIZES SHOWN ON THIS SCHEDULE. MISCELLANEOUS PLUMBING FIXTURE SCHEDULE CALLOUT FIXTURE PLUMBING CONNECTIONS WASTE VENT HW CW NOTES SOLIDS INTERCEPTOR SEE SPECIFICATION SECTION 224000, 221319 FD-1 FLOOR DRAIN 2" SEE SPECIFICATION SECTION 224000, 221319 FFD FUNNEL FLOOR DRAIN 2" SEE SPECIFICATION SECTION 224000, 221319 FS-1 FLOOR SINK 2" SEE SPECIFICATION SECTION 224000, 221319 RD ROOF DRAIN SEE SPECIFICATION SECTION 221319 ORD OVERFLOW ROOF DRAIN 3", 4" SEE SF'ECIFICATION SECTION 224000, 221319 SEPARATE PERMIT RE UIRED FOR: jy Mechanical Electrical 10 Plumbing 10 Gas Piping City of Tukwila BUILDING DIVISION CODE COMPLIANCE APPROVED SEP 27 2019 of Tukwila BUILDING DIVISION CITY Cs'ir: SEP 11 2019 PERM:T CENTER (7 I q 0 I 211 rolluda architects architecture planning 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 P. 206.624.4226 rnail©rolludaarchitects.com 1.t VV t TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: Drawn: Checked: Project No. RSH RSH DMM 180103 Issuance BID SET Issue Date: 01-24-2019 Drawing Title MECHANICAL SCHEDULES Drawing Number II M0.03 GAS FIRED WATER HEATER SCHEDULE TAG DWH-01 SYSTEM SERVED DOMESTIC HW LOCATION MECH/ELEC ROOM 6105 MANUFACTURER/MODEL A.O. SMITH CYCLONE BTH-300A Mxi CAP. (GAL) 119 RECOVERY AT 90°F (GPH) 640 TEMP SETTING (F) 120 THERM. EFF. (%) 97% INPUT CAPACITY (MBH) 299 MIN/MAX GAS PRESSURE (IN WC) 4.8,14" CW INLET (IN) 1-1/2" HW OUTLET (IN) 1-1/2" COMB INLET (IN) VENT OUTLET AIN) 4" GAS N PT (IN) 1-1/2" ELECTRICAL AMPS (A) 6.2 VOLTAGE/PHASE (V/OZ 120/1 DIMENSIONS (DIAxHT) (INxIN) 34x76 OPERATING WEIGHT (LBS) 1850 SEE NOTES REMARKS DWH-02 DOMESTIC HW MECH/ELEC ROOM B105 A.O. SMITH CYCLONE BTH-300A Mxi 119 640 120 97% 299 4.8,14" 1-1/2" 1-1/2" 4" 1-1/2" 6.2 120/1 34x76 1850 SEE NOTES NOTES: 1) PROVIDE WITH FOLLOWING OPTIONS: VERTICAL TERMINATION CONCENTRIC VENT KIT & CONDENSATE NEUTRALIZATION KIT FOR EACH. 2) DWH-01 & DWH-02, PIPED IN SERIES, SEE DETAIL 10/M9.04. GAS FIRED BOILER SCHEDULE TAG B-01 LOCATION (E) BOILER ROOM MANUFACTURER/MODEL LOCHINVAR POWER FIN SERIES PBN2001M HEATING DESIGN INPUT OUTPUT EFF EWT PRESSURE CAPACITY CAPACITY AFUE (MEDIUM) (PSIG) (MBH) (MBH) (%) (°F) WATER 160 2000.0 1700.0 85% 180° LWT HYDRONICS GAS MIN GAS COMB FLUE RUNOUT RUNOUT PRESSURE INLET OUTLET (°F) (IN) (IN) (IN WC) (IN) (IN) 160° 2-1/2" 1-1/2" 4" - 14" 8"0 8"0 ELECTRICAL VOLT./PHASE (V/0) 120/1 DIMENSIONS (LxWxHT) (INxINxIN) 50x27x77 OPERATING WEIGHT (LBS) 1500 REMARKS SEE NOTES B-02 (E) BOILER ROOM LOCHINVAR POWER FIN SERIES PBN2001M WATER 160 2000.0 1700.0 85% 180° 160° 2-1/2" 1-1/2" 4"-14" 8"0 8"0 120/1 50x27x77 1500 SEE NOTES B-03 (E) BOILER ROOM LOCHINVAR POWER FIN SERIES PBN2001M WATER 160 2000.0 1700.0 85% 180° 160° 2-1/2" 1-1/2" 4"-14" 8"0 8"0 120/1 50x27x77 1500 SEE NOTES NOTES: 1) PROVIDE WITH SAFETY RELIEF VALVE, CONDENSATE TRAP, HEADER TEMPERATURE SENSOR, AND CONTROL PANEL. PROV DE WITH 5:1 BURNER MODULATION (TURNDOWN RATIO). 2) PROVIDE WITH SEALED COMBUSTION KIT AND IID DEVICE, PROVIDE NOX AND GAS EMISSION RATINGS TO MEET ALL STATE AND LOCAL CODE REQUIREMENTS AND OR ORDINANCES. 3) ALL ELECTRICAL WORK FROM BOILER TO CORRESPONDING EMERGENCY SHUTOFF SWITCHES SHALL BE BY DIVISION 23. 4) BOILER MANUFACTURER SHALL PROVIDE CLASS IV FLUE VENTING. 5) PROVIDE MODEL JM-20 CONDENSATE NEUTRALIZATION KIT. 6) BOILER HEATING WATER TEMPERATURE SETBACK SHALL BE CONTROLLED VIA OUTDOOR TEMPERATURE AND DEMAND. PUMP SCHEDULE TAG HSP-A01 PUMP REPLACED PMP-A01 SYSTEM SERVED HYDRONIC SYSTEM LOOP LOCATION (E) BOILER ROOM EXISTING MANUFACTURER / MODEL ARMSTRONG 4380 BF 3x3x6 NEW MANUFACTURER / MODEL BELL $ GOSSETT SERIES a-1510 2EB FLOW (GPM) 245.0 HEAD (FT) 70.0 FLUID WATER ELECTRICAL HP (HP) 7.5 RPM (RPM) 1800 FLA (AMPS) VOLT/PHASE V/0 460/3 DIMENSIONS (LxWxHT) (INxINxIN) 19x10x12 OPERATING WEIGHT (LBS) 415 REMARKS 2 POLE MOTOR, MINIMUM 88.5% EFFICIENCY, PROVIDE WITH VFD. SEE NOTES HSP-A02 PMP-A02 HYDRONIC SYSTEM LOOP (E) BOILER ROOM ARMSTRONG 4380 BF 3x3x6 BELL & GOSSETT SERIES a-1510 2EB 245.0 70.0 WATER 7.5 1800 460/3 19x10x12 415 2 POLE MOTOR, MINIMUM 88.5% EFFICIENCY, PROVIDE WITH VFD. SEE NOTES BCP-01 PMP-A04 BOILER B-01 - LOOP (E) BOILER ROOM ARMSTRONG 4380 4x4x6 BELL & GOSSETT ecocirc XL N 40-275 160.0 20.0 WATER 2.0 3550 208/1 16x10x12 55 PROVIDE WITH ECM MOTOR, SEE NOTES BCP-02 PMP-A05 BOILER B-02 - LOOP (E) BOILER ROOM ARMSTRONG 4380 4x4x6 BELL & GOSSETT ecocirc XL N 40-275 160.0 20.0 WATER 2.0 3550 208/1 16x10x12 55 PROVIDE WITH ECM MOTOR, SEE NOTES BCP-03 NEW BOILER B-03 - LOOP (E) BOILER ROOM ARMSTRONG 4380 4x4x6 BELL & GOSSETT ecocirc XL N 40-275 160.0 20.0 WATER 2.0 3550 208/1 16x10x12 55 PROVIDE WITH ECM MOTOR, SEE NOTES DCP-01 DCP-02 DCP-03 NEW PMP-A03 PMP-A06 DOMESTIC HW - BUILDING B NON -POTABLE HW -SCIENCE EXISTING WH-A01 MECH/ELEC B105 ATTIC "A" CENTRAL (E) BOILER ROOM N/A ARMSTRONG S25 ARMSTRONG BELL & GOSSETT SERIES XLB20-35 BELL & GOSSETT SERIES XLB20-35 BELL & GOSSETT SERIES XLB20-140 6.0 10.0 55.0 15.0 15.0 20.0 WATER WATER WATER 1/12 1/12 1/2 2950 2950 2950 1.3 1.3 120/1 120/1 208/1 10x6.5x7.5 10x6.5x7.5 14x8.25x11.5 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. 40 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. DCP-04 PMP-A07 EXISTING WH-A01 (E) BOILER ROOM ARMSTRONG S25 BELL & GOSSETT SERIES XLB20-35 10.0 15.0 WATER /12 2950 1.3 120/1 10x6.5x7.5 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. DCP-05 PMP-A08 EXISTING MIXING VALVE (E) BOILER ROOM ARMSTRONG S25 BELL & GOSSETT SERIES XLB20-35 10.0 15.0 WATER 1/12 2950 1.3 120/1 10x6.5x7.5 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. NOTES: 1) SEE TYPICAL BASE MOUNTED PUMP MOUNTING DETAIL 3/M9.02 IN ADDITION TO THE SPECIFICATION FOR METHODS OF MOUNTING AND INSTALLATION, 2) PROVIDE WITH STAINLESS STEEL FITTED MATERIALS OF CONSTRUCTION WITH INTEGRATED SENSORLESS CONTROL (ITSC), SUITABLE FOR DOMESTIC WATER RECIRCULATION. 3) ALL PUMPS EQUIPPED WITH VFD'S SHALL MODULATE BASED ON DIFFERENTIAL PRESSURE IN ACCORDANCE WITH WSEC C403.4.2.7. EXHAUST FAN SCHEDULE FAN MOTOR TAG AREA SERVED LOCATION TYPE MANUFACTURER / MODEL DRIVE TYPE REMARKS FLOW (CFM) ESP (IN WC) SPEED (RPM) POWER (HP/WATTS) AMPS (A) VOLT/PH (V/0) EF-A01 NORTH PLENUM • ATTIC A ATTIC A PROPELLER GREENHECK SE2.30-615-815 8000 0.50. 1160 1.50 HP NIA 480/3 DIRECT SEE NOTES EF-A02 NORTH PLENUM - ATTIC A ATTIC A PROPELLER GREENHECK SE2-30-615-815 8000 0.50. 1160 1.50 HP N/A 480/3 DIRECT SEE NOTES EF-A03 NORTH PLENUM - ATTIC A ATTIC A PROPELLER GREENHECK SE2-30-615-B15 8000 0.50" 1160 1.50 HP N/A 480/3 DIRECT SEE NOTES EF-A04 SOUTH PLENUM . ATTIC A ATTIC A PROPELLER GREENHECK SE2-30-015-815 8000 0.50" 1160 1.50 HP N/A 480/3 DIRECT SEE NOTES EF-A05 SOUTH PLENUM - ATTIC A ATTIC A PROPELLER GREENHECK SE2-30-615-B15 8000 0.50. 1160 1.50 HP N/A 480/3 DIRECT SEE NOTES EF-A06 SOUTH PLENUM - ATTIC A ATTIC A PROPELLER GREENHECK SE2-30-615-815 8000 0.50" 1160 1.50 HP N/A 480/3 DIRECT SEE NOTES EF-A07 SCIENCE ATTIC A UTILITY SET GREENHECK SWB-15-15-CW-UB-X 2400 1.80° 1868 1.50 HP N/A 480/3 BELT SEE NOTES EF-A08 SCIENCE ATTIC A UTILITY SET GREENHECK SWB-15-20-CW-UB-X 2600 1.80. 1878 2.00 HP NIA 480/3 BELT SEE NOTES EF-A09 NORTH RESTROOMS ATTIC A INLINE GREENHECK BSQ-160-10-X 2400 1.00" 1272 1.00 HP N/A 460/3 BELT SEE NOTES EF-A10 SOUTH RESTROOMS ATTIC A INLINE GREENHECK BSQ-160-10-X 2400 1.00" 1272 1.00 HP N/A 480/3 BELT SEE NOTES EF-A11 ELECTRICAL ROOM ELEC. RM. PROPELLER GREENHECK .0 0.10" 1050 105W N/A 120/1 DIRECT SEE NOTES EF-Al2 BOILER ROOM EXISTING EXHAUST FAN, EF-Al2, BEING REPLACED WITH NEW. SEE EXHAUST FAN SCHEDULE, SHEET M0.05. EF-A13 KITCHEN HOOD - TYPE 1 "A" ROOF UPBLAST GREENHECK CUBE-300HP-50-G 8000 2.00" 1012 5.00 HP N/A 480/3 BELT SEE NOTES EF-A14 DISH. HOOD - TYPE 2 "A" ROOF UPBLAST GREENHECK CUBE-101-3-X 900 0.625" 1320 0.50 HP N/A 120/1 BELT SEE NOTES EF-A15 ELEVATOR MACHINE RM. ATTIC A INLINE GREENHECK B90-90-4-X 500 0.63. 1440 0.25 HP NIA 120/1 BELT SEE NOTES EF-A16 CUSTODIAL STORAGE GUST. A140 CEILING GREENHECK 500 0.38. 1080 300W N/A 120/1 BELT SEE NOTES EF-D01 GIRL'S LOCKER "D" ROOF CENT. ROOF GREENHECK GB-300-LMDX-OD 4225 1.00' 625 1.50 HP N/A 480/3 BELT SEE NOTES EF-D02 BOY'S LOCKER "D" ROOF CENT. ROOF GREENHECK GB-240-LMDX-0D 3125 1.00" 965 1.00 HP N/A 480/3 BELT SEE NOTES EF-D03 GIRL'S RESTROOM "D" ROOF CENT. ROOF GREENHECK GB-130-4X-QD 800 0.38" 960 0.25 HP N/A 120/1 BELT SEE NOTES EF-D04 BOY'S RESTROOM "D" ROOF CENT. ROOF GREENHECK GB-130-0X-QD 800 0.38" 960 0.25 HP N/A 120/1 BELT SEE NOTES EF-D05 DRYING ROOM DRYING RM. CENT. ROOF GREENHECK GB-130-4X-QD 900 0.38" 960 0.25 HP N/A 120/1 BELT SEE NOTES NOTES: EXISTING EXHAUST FAN SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. PROVIDE NEW MOTORIZED DAMPER. 2. MC SHALL COORDINATE WITH DIVISION 26 FOR TEMPORARY DISCONNECT OF EXISTING POWER AND TERMINATION OF POWER UPON COMPLETION OF NEW WORK FOR ALL EXISTING EQUIPMENT SUBJECT TO REFURBISHMENT AND OR REPLACEMENT. 3. TAB CONTRACTOR SHALL ASSIST MC IN PROVIDING MODEL NUMBERS OF SHEAVES & BELTS FOR REPLACEMENT AND SHALL DOCUMENT CURRENT AMP DRAWS OF ALL EXISTING MOTORS PRIOR TO MOTOR REPLACEMENTS. RETURN/EXHAUST FAN SCHEDULE TAG AREA/UNIT SERVED LOCATION TYPE MANUFACTURER / MODEL FLOW ICFM) FAN ESP (IN WC) SPEED (RPM) POWER (HP/WATTS) MOTOR AMPS (A) VOLT/PH UVIO) DRIVE TYPE REMARKS R/E-A01 AHU-A04 - COMMONS ATTIC A PLUG FAN TRANS CC25P 12000 1.00" 841 5.00 HP N/A 480/3 DIRECT SEE NOTES R/E-A02 AHU-A03 - LIBRARY ATTIC A VANE -AXIAL TRANS Q24 7500 1.00" 1571 3.00 HP N/A 480/3 DIRECT SEE NOTES NOTES: 1. EXISTING RETURN/EXHAUST FAN SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. PROVIDE NEW MOTORIZED DAMPER. 2. MC SHALL COORDINATE WITH DIVISION 26 FOR TEMPORARY DISCONNECT OF EXISTING POWER AND TERMINATION OF POWER UPON COMPLETION OF NEW WORK FOR ALL EXISTING EQUIPMENT SUBJECT TO REFURBISHMENT AND OR REPLACEMENT. 3. TAB CONTRACTOR SHALL ASSIST MC IN PROVIDING MODEL NUMBERS OF SHEAVES & BELTS FOR REPLACEMENT AND SHALL DOCUMENT CURRENT AMP DRAWS OF ALL EXISTING MOTORS PRIOR TO MOTOR REPLACEMENTS. MIXING VALVE SCHEDULE UNIT NO MANUFACTURER MODEL SERVICE INLET SIZE (INCHES) OUTLET SIZE (INCHES) INLET TEMP (°F) OUTLET TEMP (°F) GPM PRESSURE DROP (PS) NOTES MINIMUM FLOW MAXIMUM FLOW AT SPECIFIED PRESSURE DROP MV-1 LEONARD TM-820E-LF-DT DWH-01 & DWH-02 1 1-1/4 140 120 1 40 10 MV-2 LEONARD TM-800 EMERGENCY EYEWASH/SHOWER 1 1-1/4 120 90 3 29 10 NOTES: 1. CERTIFIED LEAD-FREE. EXPANSION TANK SCHEDULE TAG DET-01 SYSTEM SERVED AREA B DOMESTIC HW LOCATION MECH/ELEC ROOM B105 MANUFACTURER/MODEL AMTROL THERM-X-TROL ST-30V-C VOLUME (GAL) 14.0 ACC. VOLUME (GAL) 9.0 SYSTEM CONN UN) 3/4" DIMEN. (DIAxHT) (WON) 17,20" OPER. WEIGHT (LBS) 150 SEE NOTES REMARKS ET-01 HYDRONIC HW LOOP EXISTING BOILER ROOM AMTROL 220.0 SEE NOTES ET-02 EXISTING DOMESTIC HW EXISTING BOILER ROOM AMTROL THERM-X-TROL ST-30V-C 14.0 9.0 3/4" 17,20" 150 SEE NOTES ET-03 EXISTING DOMESTIC HW EXISTING BOILER ROOM AMTROL THERM-X-TROL ST-30V-C 14.0 9.0 3/4" 17,20" 150 SEE NOTES NOTES: 1) ALL EXPANSION TANKS SHALL BE ASME RATED AND SHALL BE DELIVERED TO THE SITE PRE -CHARGED TO THE SYSTEM OPERATING PRESSURE. PROVIDE SEISMIC BRACING. 2) PROVIDE WITH SEISMIC ANCHOR BOLTS AND BULLS EYE SIGHT GLASS, 3) REUSE EXISTING HOUSEKEEPING PADS FOR ET-01, ET-02 & ET-03. AIR/DIRT SEPARATOR SCHEDULE TAG AS-01 SYSTEM SERVED HYDRONIC HEATING LOOP LOCATION EXISTING BOILER ROOM MANUFACTURER/MODEL BELL & GOSSETT / RL-6 RECOMMENDED CAPACITY (GPM) 450.0 SYSTEM CONN (IN) 6" MAX WPD (FT HD) 1.5 REMARKS SEE NOTES NOTES: 1) PROVIDE SEISMIC BRACING. 2) SUSPEND FROM STRUCTURE, PROVIDE WITH AIR CONTROL, INTEGRAL STRAINER, DRAIN AND BLOW DOWN VALVE. HEAT EXCHANGER SCHEDULE TAG HX-01 AREA SERVED SCIENCE AHU-A07 LOCATION ATTIC A TYPE PLATE/FRAME MANUFACTURER/MODEL AEX DV-070 / R-81.3 AIRFLOW EXHAUST (CFM) 2400 SUPPLY (CFM) 2400 PD (IN WC) 0.50" REMARKS REPLACE EXISTING WITH NEW, SEE ADDITIONAL NOTE HX-02 SCIENCE AHU-A08 ATTIC A PLATE/FRAME AEX DV-070 / R-81.3 2600 2600 0.50" REPLACE EXISTING WITH NEW, SEE ADDITIONAL NOTE NOTES: 1. FIELD VERIFY ALL UNIT DIMENSIONS AND EXISTING DUCTWORK CONNECTIONS TO CORRESPONDING AIR HANDLER AND EXHAUST FAN. PROVIDE NEW MOTORIZED DAMPER. MAKE-UP AIR UNIT SCHEDULE TAG MUA-A01 AREA/UNIT SERVED KITCHEN- TYPE 1 HOOD LOCATION "A" ROOF TYPE CV MANUFACTURER/MODEL GREENHECK KSU-118-1-3-50 FAN MOTOR HEATING FLOW (CFM) 7200 ESP (IN WC) 1.50" SPEED (RPM) 800 POWER (HP) 5.00 HP VOLT/PH (V/0) 480/3 INPUT (MBH) 500 OUTPUT (MBH) 400 DRIVE TYPE BELT REMARKS SEE NOTES MUA-A02 KITCHEN "A" ROOF CV STERLING E14RT151200166125231 2800 1.50" 1400 3.00 HP 480/3 150 120 BELT SEE NOTES NOTES: 1. EXISTING RETURN/EXHAUST FAN SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. 2. MC SHALL COORDINATE WITH DIVISION 26 FOR TEMPORARY DISCONNECT OF EXISTING POWER AND TERMINATION OF POWER UPON COMPLETION OF NEW WORK FOR ALL EXISTING EQUIPMENT SUBJECT TO REFURBISHMENT AND OR REPLACEMENT. 3. TAB CONTRACTOR SHALL ASSIST MC IN PROVIDING MODEL NUMBERS OF SHEAVES & BELTS FOR REPLACEMENT AND SHALL DOCUMENT CURRENT AMP DRAWS OF ALL EXISTING MOTORS PRIOR TO MOTOR REPLACEMENTS. R� VIEWED FOR CODE COMPLIANCE APPROVED r�EF .%2019 City of Tukwila BUILDING DIVISION CITY SEP 11 2019 PEFM:T CCENTER P6 o/2 rolluda architects architecture pL(W'li(ng 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com v v- rREs WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com VN /� IL W r�J 1-1-122 W '�lcd CO Q J Z OFO Mo = V 2d (n V)t;�"Srnrn � '�� t�0 (O NC C.) in; j N REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance BID SET Issue Date: 01-24-2019 Drawing Title MECHANICAL SCHEDULES Drawing Number M0.06 roIIuda architects archsec) pis (e)3"HWS UP (e)3"HWR UP (e)2-1/2"CW UP (e)4"FIRE MAIN UP PLUMBING BELOW GRADE PLAN - BLDG. A SCALE: 1/4 =1, EXISTING HYDRONIC, FIRE, AND DOMESTIC PIPING SHALL BE LOCATED AND MARKED PRIOR TO ANY SITE WORK. PIPING SHALL NOT BE DISTURBED DURING COURSE OF CONSTRUCTION. REVIEWED FOR ! CODE COMPLIANCE APPROVED SEP 27 2/19 City of Tukwila BUILDING DIVISION SEP 2 3 2013 KEYPLAN 727 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 1/24/19 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title PLUMBING BELOW GRADE - BLDG. A Drawing Number MI.O1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal rolluda architects (e)4"STORM (e)4"STORM (e)4"STORM OD DN TO BELOW SLAB \ (e)4"STORM DN TO BELOW SLAB CONNECT 3"STORM OD TO (e)4"STORM OD IN THIS AREA CONNECT 3"STORM TO (e)4"STORM IN THIS AREA (e)4"STORM OD (e)4"STORM (e)3"STORM OD/ (e)3"STORM (e)4"STORM OD 3"STORM OD \ CO , 3"STORM OD UP TO RD/OD-1 3"STORM UP TO RD/OD-1 3"STORM (n)STORM PIPING ABOVE CEILING TO REMAIN. (e)4"STORM OD 1F0 EXTI fC3)/0 (e)4"STORM CONNECT 4"STORM TO (e)4"STORM IN THIS AREA (e)3"STORM 3"FP SERVING BUILDING A. SEE DWG M7.01 FOR CONT./ BEYOND THIS POINT. - CONNECT 4"STORM OD TO (e)4"STORM OD IN THIS AREA (MITESYTITR MR UP 4"STORM OD 4"STORM CONNECT 4"STOFRM TO (e)3"STORM IN THIS AREA (e)3"STOR (e)3"STORM OD —/ r CONNECT 4"STORM OD / TO (e)3"STORM OD 7/THIS AREA IN 3,TORM /- 3"STORM OD 3"STORM OD UP ID TO RD/OD-1 3"STORM UP TO RD/OD-1 ) PLUMBING PLAN - BLDG. A SCALE' 114.=,0“ FRE:VIEWED FoT-1 CODE COMPLIANCE APPROVED SET' 2 2019 City of Tukwila BUILDING DIVISION CITY OF SEP 11 2019 PERNET CENTER A YPLAN 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 1/24/19 1.01TRES WEST . ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title PLUMBING FLOOR PLAN - BLDG. A Drawing Number M1.02 rolluda architects PLUMBING BELOW GRADE PLAN - BLDG. B SCALE 1/8" =1'-0" 2"W r 3"W PIPING LOCATED / ABOVE GRADE BEAM / 1 \�J 3'W 2"W ITCH DN. 1/ \4i _ y 1/2"CW UP TO 2"'W TRAP PRIMER ABOVE. FT. vra) 3' W 4"W (6) C z 0 4"V a 4"W \- OFFSET 2'W PIPING TO ABOVE GRADE BEAM IN THIS AREA 2W \ J -- PITCH DN. 114"/FT. 3"W Z O ao 4'W C6% /4'W \_J "+ i7 4"W -o A ( 3 2W - ) V W 2' W 2'W �LVV �y a / 1 �� 0 �11 0 C, 3"W 2'W DW `61 2"W (2)1/2"CWUPTO TRAP PRIMER ABOVE. PLAN NOTES: Cl % 2" WASTE UP. (2'' 3" WASTE UP. `3J 4" WASTE UP. r "1 C4) 2" WASTE UP TO FLOOR CLEANOUT. `53 3" WASTE UP TO FLOOR CLEANOUT. C-6) 4" WASTE UP TO FLOOR CLEANOUT. 7 2" VENT UP. 8�i ' 3"VENT UP. ti -9) 4" VENT UP. r � 10 4" WASTE UP TO WALL CLEANOUT. 1 1 3"WASTE UP IN WALL ABOVE TO 2"VEN1. 12� 112" TRAP PRIMER COLD WATER TO FLOOR DRAIN TRAP CONNECTION. SEP 27 2019 City of Tukwila BUILDING DIVISION cli 5 ON 4: i't 3Ye+rS SEP 11 2019 PE ILNT CENTER 619 oac./ 105 S. Main St. Seattle, WA 98104 p. 206.62 4.4222 f. 206.624.4226 mail@rolludaarchitects.com 1/24/19 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone:253.472.3300 www.treswest.com REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title PLUMBING BELOW GRADE -BLDG. B Drawing Number M2.01 rollu a arc itects 7), 2..W 2'VV H8-1 2'W 1-1/2"V (8), 2.W \ \ 1-1/2"V P-7 1/2"CW 2"HW 2"HW F4T 2"HVV 1/2"CW -1/2"V P-6A 2"HW 1/2"CW --- 2"HW p-8A - 3/4CW r 1/2"HW 1/2"CW / P-7 P-6A SCIENCE PREP 1-1/22,w FD-1 \ 2'V EOZ\ "V \ 21,W SCIENCE LAB reTc-)8-1 3/4CVV (1). 2..HW 2' \ az pp FDIC(Ii1171.861-12,:\\ p_ 7 (*.I; 0 4- 1-1/4,/ 1/2"HW 1/2.CW 7 E22 2"HW 1/2''CW 1-1/2V *E_c_g 2"HW SCIENCE LAB L B104 2"V 2..HW 1/2"CVV - FC0 1-1/2"V — SCIENCE LAB I B102 -/701W 2 V 2'W 2,/ TP-4 \E) r- FD-1 0 (7) F!O 3/4"CW 1/2"HW El (i) l'HW 2I V :1'31 F C.0 \ 2"HW 3,4,,w 3M'CW 2"V - 2'W (1) CO 2.W 2.W FD-1 P-17 (-7 - 1-1/4"CW (7) 2"HW 1/4.CW 1-1/4"CW, 1/2"HW .71-1•111D2ICA L 3/4 CW 1-1/4"CW, 2'.HW SHARED SPACE e. 1-1/4"CW. 1-1/4"HW 1 2"HW, 3/4CW 2"CW 1/2"HVV STOR rtiia3-1 2"CW / HB-1 (E) CLASSROOM A126 PLUMBING 1ST FLR. PLAN - BLDG. B SCALE: a 3/4"CW - L. MUSIC ROOM B. I 18) EV/-00 AA PRACTICE OFFICE C't 3/4"CW(0111EiT\ I B113 1 2"HW VEST 1-81 00A ',F5) 3"CW 3/4"MFDG IRLS RESTROO 8107 FCO "HW 3..CW 3/4"MPG 3/4"HW 3/4"CW T FD-1 A FACE I_ 5131 FECHANICAU ELEC/CUST CREATIVE LEARNING LAB B101 / 3/4"CW 5/OFFICE M29 B. 3"CW 4..FP HB-1 HB (E) FOOD STOR A142 I (8) CUST.STOR I A140 I (E) STAFF LOUNGE A134 I (e) 3.CW (E) ELEC E143 (e) 1 /2"MPG (e) 3/4"MPG 7 r E16)/ 3/4.MPG 77,7 3/4"MPG (e) 3"CW (e) 2 MPG (e) 1-1/4"MPG PLAN NOTES: (17) 1/2" HOT AND COLD WATER UP, 2.. WASTE UP. (2) 3/4. HOT AND COLD WATER UP. (3) 2" WASTE UP AND DOWN. (4) 4" vENT up AND Dow, ES) 2. VENT UP. (6) 3" VENT UP. (7) 2.. WASTE DOWN. (8) 1/2" HOT AND COLD WATER DROP, 1-1," VENT DROP TO - 2" WASTE DOWN. (9) 3/4" COLD WATER DROP. (d) 1" HOT AND COLD WATER DROP TO MIXING VALVE - SERVING (1) P-17 EMERGENCY SHOWER/EYEWASH FIXTURE. PROVIDE VALVE ACCESS PANEL IN WALL (11) 1-1/4" HOT AND COLD WATER DROP TO MIXING VALVE SERVING (2) P-17 EMERGENCY SHOWER/EYEWASH FIXTURES. PROVIDE VALVE ACCESS PANEL IN WALL. (7) 1" HOT WATER AND 2.. COLD WATER, DROP IN WALL TO WITHIN VOID SPACE BELOW STAIRS. WATERCf,14-A3I NCAOBLODVEV CEILING I NITS NAGR E'A DOMESTIC COL43 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com E TRES WEST 1/24/19 FIELD VERIFY EXACT POINT OF CONNECTION. PATCH TRES WEST ENGINEERS, INC. AND PAINT AYOTHERS 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 /41 2'. VENT DOWN. Phone: 253.472.3300 r1:6), 1-1/2" WASTE WITH AIR GAP FITTING AND P-TRAP LOCATEC www.treswest.com WITHIN WALL FOR HVAC CONDENSATE, SEE DETAIL 10/M9.01. (16) 1,4" VENT DROP TO 2" WASTE DOWN. 2WASTE UP. .(jB) 1-1/2'WASTE UP. (-1 9) " CONNECT 3/4MEDIUM PRESSURE GAS TO EXISTING 3/4" - MPG IN THIS AREA. 0), REMOVE EXISTING 3/4.. MPG BEYOND THIS POINT, CAP AS SHOVVN. (2.1j EXISTING 1/2" MPG RISE TO EXISTING AIR HANDLING UNIT ABOVE TO REMAIN. (2.2) EXISTING 1-1/4" MPG TO REMAIN. (23) EXISTING PIPING BEYOND THIS POINT TO REMAIN. F1(:,,),I,E1NpERC-j4c. F_MNPVITNTiT7ICH)N, ErRAENACH MAIN TO EXISTING r25), 4'. FIRE PROTECTION BRANCH MAIN SERVING BUILDING B LEVEL 1, SEE DRAWING M7.01 FOR CONTINUATION. (26) AFIRE PROTECTION BRANCH MAIN UP, SERVING BUILDING B LEVEL 2, SEE DRAWING M2.03 FOR CONTINUATION. (j) 1/2" COLD WATER DOWN TO TRAP PRIMER BELOW. 1) r- REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance BID SET Drawing Title PLUMBING 1ST KEYPLAN FLR. PLAN - BLDG. B Date: 01-24-2019 CITY SEP 11 2019 Drawing Number PERVIT CENTER M2.02 8 PLAN NOTES: roliuda architects MATH CLASSROOM TB208 1 MATH CLASSROOM T n® P-6A 1� ART ROOM 8211 3'V r1, P-6A T81 1.1/4"V "i P-6A -a-- 1-1/2"V MATH CLASSROOM �91 6204 C4J 3'V MATH CLASSROOM [ 8202 PLUMBING 2ND FLR. PLAN - BLDG. B % SCALE: SHARED SPACE 8200 4"V STORAGE 8213 BOYS RESTROOM [-6209 I KILN B215 ---.—.—.—.� STOR ' B203C I Eic1— —.' I oa R.R. ® `'` 0 1 B20381 0, B203A I 4.,` -� 8203 ------•--------i._.-.-._.I_.-_J I 2"V -4 3"V 4 \lJ I P I (7\ I I 6A JJ _ If*3"V r.l P-6A �9 8 12J VEST 8200A I MATH CLASSROOM 8201 Tr) REP 112" 2" HOTWATTE DOAND COWDN. WATER DOWN, 1-1/2" VENT DROP TO (2) 1-1/2" VENT DROP TO 2" WASTE DOWN. L (3', 2" VENT DOWN. C4) 3" VENT DOWN. \5 J 4" VENT DOWN. 16 j 3" VENT UP TO 4" VENT THRU ROOF. C7) 4" VENT UP TO 4" VENT THRU ROOF. l r 8`Z 1-1/2" WASTE WITH AIR GAP FITTING AND P-TRAP LOCATED WITHIN WALL FOR HVAC CONDENSATE, SEE DETAIL 10/M9.0, CJ1-1/4" VENT DROP TO 1-1/2" WASTE DOWN. CONCENTRIC VENT ASSEMBLY UP THRU ROOF. SEE TYPICAL DETAIL 7/M9.04 AND SHEET ,A TYPICAL FOR CONTINUATION. C1 4" FIRE PROTECTION BRANCH MAIN DOWN; SEE DRAWING M2.02 FOR CONTINUTION. 4" FIRE PROTECTION BRANCH MAIN SERVING BUILDING B LEVEL 2. SEE DRAWING M7.01 FOR CONTINUATION. SCE: APPR,OVED SEF 27 2019 City of ukwlia BUILDING DIVISION KEYPLAN 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 1/24/19 iOr"""It„ 44-AN=""" tTEES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone:253.472.3300 wwvv.treswest.Com REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title PLUMBING 2ND FLR. PLAN - BLDG. B Drawing Number M2.03 rollu a architects 2-1/2''CW 3/4"HW () P-16 2 HW 3"CW - 3/4"HWC C13 1.'HW 3''CW 3/4"CW 2"HW 2-1/2"CVV 2 1/2"CW 3/4"HVV _ FCO 3"VV DN 2"V UP 2"W DN 2"V DROP TO 3.VV DN. \)ft II H 1-1/4"V kL -L 3"1/V UP ---\\ U 1/2„52w F1 N , 3r1/2"cw 7 2-1/2"CVV7 11 al /12-1 /- 2"V / HiS assi A‘20 (24) • 1/LLPG oTh FCO \-11-1-) ,-- (-8') = -' 2"W \\- (2) 1/2''CW DN SERVING ViSHTZLA= FLOOR DRAINS \\-• 4" COMB. AIR EXHAUST 2"HW 1-1/4"V 3/4CW 20) 1-1/2"V I _pH - 2'W n , 3/4 MPG 1/2''HW UP 1/2"CW UP 2,77UP ** 1-1/2"W UP 1-1W -7 1/2"HW UP 1/2"CW UP 1/2"CW - BLDG. B - 1ST FLR. ENLARGED MECH RM SCALE "" 3/4"HW - 2-1/2"CW 1/2"CW DN. - P-16 FD-1 3/4"HVV 3/4"HW 2-1/2''CW 2-1/2"CW P-3 P33 j2.,,,q P-3A 2 EL., V-1 P-3A 1/2" CW DN TO FL,..k, TRAP PFRIMER / FD-1 1.1/2", —H :So> (2) 1/2"CW DN. TO FIRST FLOOR CEILING SPACE SERVING BOYS/STAFF REST ROOM FLOOR DRAINS 2"V 2-1/2CW 16. 20,11 TV tie.; TV kv), 3"V HB-1 vi BLDG. B - 2ND FLR. ENLARGED RESTRM r 2 AllOS SCALE: 114"=1'.'" Tfr, 3/4"HW 2-1/2"CVV - 2"V -- 1-1/2"V TYP. P-1A 1-1/2"W 2"HW 2-1/2"CW 3/4"HW 4"W 2"V 2W 2 'V 7 2-1/2"CW 3/4"HW 2-1/2"CW 2"V ass as as as as .1j P-3 .1 P-3 SEMIN 1.1111 2"V 4'W 2-1/2"CW 2"V -2 I II- I El I I TV . r1-1/4"CW • El 1-1/2" 2''V as as fin hi is 2"V P-1A TVV - .N 4' W Iliir 4I , II II A, ..,y TV /J i. 2-1/2"C '41-r 1.o 4"W I 3/4"HW P-3A r, PLUMBING CHASE SECTION SCALE: 1/4 .1 0 PLAN NOTES: (1) 1/2" HOT AND COLD WATER DROP. 1-1/2" VENT \ DOWN TO 2" WASTE "2) 1/2" HOT AND COLD WATER DROP. 1-1/2" VENT UP AND DOWN TO 2" WASTE, 2" WASTE DOWN (3) 3/4" HOT AND COLD WATER DROP. (4) 1/2" COLD WATER DROP (5) 2” WASTE UP AND DOWN (15) 2” WASTE UP. (17) 2'' VENT DOWN. (.5) 2" VENT UP. )6) 4" WASTE DOWN. 61-0) .,3c.,1I4'2Lc())wWNATER DROP. 2" VENT DROP TO 4" (\ii) DIAGRAMTHINSHEET. FORN:rT ISOYNSATLEAZP NG SIZING IN THIS AREA 4" WASTE UP 2-1/2'. COLD WATER AND 3/4" HOT WATER UP 2" WASTE DOWN 2" WASTE UP, 1/2" HOT AND COLD WATER UP. C16) 2-1/2" COLD WATER AND 3/4" HOT WATER DOWN 3/4" COLD WATER DROP. 1-1/2" VENT DROP TO 2” (17) WASTE DOWN REFER TO PLUMBING CHASE SECTION. THIS :ZEFG''NPPIPEBIZIGZ,EDFIPNWITHIN PLUMBING CHASE TI9HR,ZIXET, INITHAgATE'ITI-\1-jFC,T,DPSING "STE" (20) 1-1/2" WASTE WITH AIR GAP FITTING AND P-TRAP LOCATED WITHIN WALL FOR HVAC CONDENSATE. SEE DETAIL 10/M9.01. \ 21, 1-1/4 VENT DROP TO 1-1/2" WASTE DOWN. (22) 3" COMBUSTION AIR INTAKE. 4" COMBUS'TION AIR EXHAUST UP TO SECOND. (23) 3" COMBUSTION AIR INTAKE 4' COMBUSTION AIR EXHAUST UP AND DN. SEE 1ST FLR. ENLARGED THIS SHEET AND M3.11 FOR CONTINUATION. 2-1/2"CW (10) 'W 3 CVV II I 2"V \ ausimiro"' I1-1/4"V 21) -1/2"VV 1-1/4"V -1 FC01 THVV 2-1/2CW ‹447/pGC 3/4"HWC TMV-1 2"CW 2"CW 1-1 /4"LPG 1-1/2"C P-5 .H - 2"HW TP-4 3/4'HW 3/4'CVV DVVH-0 ;37- %7IaT,I0,r\A'Ut7 DUCTWORK 3CH;HCWKCVALVE AS PRESSURE ..../IEGULATOR, 3/4"LPG TYP. THERMOMETER. TYP;.AL -1/2"HW •• 1/2"CW 2"HW 'till BALL VALVE. TYPICAL TP-4 rl CITY SEP 11 2019 PERM:T CaNTER DOMESTIC HOT WATER SYSTEM PIPING DIAGRAM 4 SCALE 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 1/24/19 ItTRES WEST . ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE y of Tukwila , Design: MAM Drawn: MAM Checked: RSH Project No, 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title PLUMBING ENLARGED PLANS AND DETAILS Drawing Number F_,) GAS PRESSURE REGULATOR. SEE DETAIL 4/M9.04. M4.01 rollu a architects 1 \� I r 1-1/2"V -) - . 1.1/2"V 2`W I 1-1/2"V CO j 1-1/2"V - f' 2W \ P-7 1-114"V NOTE #1 P_7 2W 2'W � r 1-1/2"V i 2'W • r \ r � r 2"V F�7 d 1-1/2"1 2 f � r I . 1-1/2"V 4"VTR 1-1/2"V A I jr' I r I 3"V 1-1/2"V CO r 3"V _ r 2"V I 2"V I � 1-1l2"V 4 FCO - I -I, 42 Ell P_7 2'w 2"W r r a rr 1-1/2"V I 1-1/2"V 9' 3 r 1 2 I � Lr -2"V 2"V FCC) e�JD P-6A 2'W NOTE 1-1/2"W 1-1/2"V 1 r r � r r 2V (rrr rr 4-1-1/2"V r � N� r ��V r r r r r r r P-6A -4"V rr 'r\- 1-1/2"V 3"V 20 T- 1 1/2"V 2W - F D-1 1-1/4"V r r r < s 1-1/2"V \ 2"W lc 1-1 /4"V - ' rrFCO 2W rr 2"W ZVV 2'W 1-1/4"V -4 P_7 1-1/2'W P-6A 1 1-1/2'W - P-6A r2VV 1-1/T V . NOTE #1 2'VV 1' 1-1 /2"V P_7 2"W 4'W 1-1/2"V 1-1/2"V 3W 4VTR - 3V r r < I I rr 4„V' 1-1/2"V rrr I ��r 3'O I 4, 1-1/2"V 'N 3"V r 1 (<;1-1/2"V1) P_7 3"V 4 4' 1-1/4"V NOTE N k 3"V P-6A 1 2'W 1-1l2"V 4 ( C I r I 2"W 3"V j I �✓ i P_7 3„V \ / 1-1l2"V -�✓ r� ! rI I r I r 1-112"v I1-1/2"V r r r r 7 �r FCC 2'W 1-1/2'W 2' W 2' W 3' W 2"W CO 2' W 2"V 1-1/2"V 1-1/2'V I ; 2"V - 4 VV 1-1/2"V .3 I r 2"V r r r r-�rr 4- 2"V 1-1/2"V 2"V 1 I P-6A Y 1-1/2"V I 2, 1-1/2"V 2' W I CO CO 2'W P-7 2"W 2'W f›NNN N ` [ 1-1/2"V N, 2"'V TYP. I � 4"W 1-1/2"V 2"W P_7 2"V \ �` -- FD-1 2' �i 2' W ` 3, V 2' W } N 4VV TYP. 2"W FCO', 1-1/2"W ' 1-1/2"V !! : 1-1/2'VN , 2" P-6A 1 PP-6A 3"W r s': TYP. 4' 2"W1 3"W 2 FCO 2"W 10414 NOTE \ #1 1-1 /2"W 3"W FD-1 14,w 4'W>4"W-E 1-1/2'"V 4"W `, 4'W - TYP. 4'W 1-1/2"V 4 _7 2"V 2' W 4V 4"V� 34'W V -1/2"V\ I 4- 2"V P-1 A 'F 1-1/4"V "W NOTE FCC 2"W 2"W 4'W -2'W 4"V 3W 2'VV PLAN NOTES: 1-1/2WASTE. 1-1/4"VENT SERVING HVAC SYSTEMS CONDENSATE IN THIS AREA. 1-1/2"V � r 1-1/2" 1-1 /2"W 1-1 /4"1/ UMBING WASTE AND VENT RISER DIAGRAM 3W 2"W 4"V NOTE #1 SOLIDS INTERCEPTOR CO / UNDER SINK 1-1/4"V 2"WI NOTE #1 FCO 1-1/4"V �> NOTE #1 VV 4„V FCO P�7 4"VTR I 4"V -4 rr�4"V � r I h 1-1/2"V 2'W BULLED i IV/S/-ON 6 CITY LA SEP 11 2019 PEES.`;r CENTER 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 1/24/19 TRES WEST TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com oz 0oo UW0 5 J <C CD W QUO _ I= 1 rO( a §141' C) °U-1 58‘.5r-941 Ill ti] moi(cd' tom- / REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title PLUMBING WASTE AND VENT RISER DIAGRAM Drawing Number M5.01 1/2"CW 2"HW r0l i u a architects 1 /2"CW 1 /2"HW 2"HW �. P_7 1 /2"CW 1/2"HW 1/2"HW N N N N 1/2"CW 1/2"HW 1/2"CW 2"HW 1/2"CW 1/2"HW 3/4"CW 2"HW P_7 1/2"CW P_7 P-6A 1/2"CW 1/2"HW -'3"CW y3/4"MPG 4"FP N N 1/2"CW 11=i 1/2"CW 4"FP "FP 3CW HB-1 3/4CW 2"HW 3/4"CW 1 /2"CW 1 /2"HW 3/4"CW P-6A 2"CW 3"C 1"H 2"HW 1/2"CW 1/2"HW 3/4CW 3/4'CW \ 1/2"HW 1/2"CW 'HW 1/2"CW 2"HW P-7� P-6A 1/2"CW 1-1/4CW 1/2"HW 1-1/4'HW 2"CW 2"HW 1/2'CW 1-1/4CW 2"HW -- 3/4"MPG N \ (e) 3"CW HB-1 1/2"Cw 1/2"HW P-7 3"CW 1"HW 3/4'MPG 3' CW ► ♦i%' 1/2"CW 1/2"CW 1/2"HW P-6A P-16 2-1/2"CW 2"HW 3"CW 2"HW �►. 1/2'CW 3/4"HWC /314"HWC P-6A r�- 1"HW TMV-1 -- FTiTCW 1 /2"CW 1 /2"HW P-7 /2„CW 1 /2"HW 2-1/2"CW 3/4"HW H-3A 1-1/4"CW -\ P_4 2"CW 2-1/2"CW 1"HW 2-1/2"CW 3/4"HW 3/4"HW HW P-16 3 P-3A 1/2"CW 1/2"HW 1/2'CW 2"HW 1-1/4"CW 2-1/2"CW 3/4"HW 1/2"CW 1/2"H W l , 2-1/2"CW 3/4'HW _3 P-3 o� TP-4 P 3AW • El3/4"C/2"HW j P_2 11/2"CW- 1/2"HW 1/2"CW 1/2"CW 1-1/4"CW 2-1/2"CW 2-1/2"CW 3/4'CW 2'HW 3A, 2"HW P_3-'+ P_5 - \ 3/4"HW N N DWH 1/2'CW DWH-02 1-1/4" P-3A P_1 3/4"HW 1/2"CW 3/4' CW 1-1/4"CW 1-114"CW l TP-4 P-6A - 2-1/2"CW P-1 A 2-1/2"CW 1/2"CW 1-1/4"CW P-1A 1/2"CW 1/2"HW 3/4 CW HB-1 1"CW 1"HW PLUMBING DOMESTIC WATER/GAS RISER DIAGRAM SCALE: /4"CW 3/4"HW 3/4CW 2"HW P_9 3/4"CW �./ 1 /2"H W 3/4"CW 1/2"CW 1 /2"HW City C 'Tukw is t tILD G SEP 1 12019 PERMT CENTER 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 1/24/19 Nit.v v- TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title PLUMBING DOMESTIC WATER RISER DIAGRAM Drawing Number M5.02 1/2" MPG 598 CFH 1/2" MPG 598 CFH O DWH-01 299 CFH DWH-02 299 CFH MECHANICAL/ELEC/CUST GG 3/4" MPG 598 CFH D—NONE (E)2" MPG 598 CFH MPG GAS RISER DIAGRAM (E)1-1/4" MPG 650 CFH BUILDING A (E)1/2" MPG 125 CFH BUILDING A (E)2" MPG 1248 CFH B01 2000 CFH MPG (E)2-1/2" MPG A 1373 CFH 2" LPG 2000 CFH 2" LPG 2000 CFH B-02 2000 CFH 3" LPG 4000 CFH MECHANICAL/BOILER B-03 2000 CFH IH HIE--ca-ij 3" LPG 6000 CFH 2" LPG 2000 CFH MPG (E)3" MPG 7373 CFH (E)3" MPG 6000 CFH (E)1-1/4" MPG 200 CFH KITCHEN (E 3" MPG,7573 CFH, 285' DEVELOPED --- PIPING LENGTH (E) GAS HEADER ►- - 1 17 11 GROUND LEVEL SEP 2 3 tC,I9 CORRE TION LTR# P&\ c\2.4 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com "Oka' TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance CONFORMED SET Issue Date: 04-02-2019 Drawing Title GAS PIPING RISER DIAGRAM Drawing Number M9.08