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Permit PG17-0166 - FLOOR & DECOR - PLUMBING, GAS PIPING
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 17-0166 FLOOR AND DECOR 17651 SOUTHCENTER PKWY RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 20 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney-client privileged RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. FLOOR & DECOR 17651 SOUTHCENTER PKWY PGI 7-0166 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.eov PLUMBING/GAS PIPING PERMIT 3523049088 Permit Number: PG17-0166 17601 SOUTHCENTER PKWY Project Name: FLOOR & DECOR Issue Date: 1/8/2018 Permit Expires On: 7/7/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LEVITZ TUKWILA LLC 180 N STETSON AVE #324-D , CHICAGO, WA, 80601 JOHN KILDARE 10914 32 ST E, EDGEWOOD, WA, 98372 PLUMBING EXPRESS INC PO BOX 2226 , SUMNER, WA, 98390 PLUMBEI98600 Phone: (253) 255-1828 Phone: (253) 826-4621 Expiration Date: 9/20/2018 DESCRIPTION OF WORK: NEW PLUMBING AND GAS PIPING Valuation of Work: $100,000.00 Water District: HIGHLINE Sewer District: TUKWILA Fees Collected: $840.68 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: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other. state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name. ' rCSIA Date:) This permit shall become null and void if the work is not commenced within 180 days for the dateof issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of -a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code. Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWI`` Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 111 Plumbing/Gas Permit No. (k 1 I' o Io te( Project No. Date Application Accepted: /21 i Date Application Expires: Il' � JX (For office u e 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: l 7 (o 0 1 So," c-ehT�r Tenant Name: Floor cf- bec_o r'' igoY PROPERTY OWNER Name:�O4 t-, /. , a., h Name: z..e..v i7 1....„4.,4,1//cv LLL City: J r � State: w Zipq �3 cl-3 Address: / U /v s1`r sc, fav t 77 3.. y n City: 6, c -c, A n State: 6, Zip:go 2z9 CONTACT PERSON - person receiving all project communication Name:�O4 t-, /. , a., h Address: /b 9' 3-21.1 8 61-- E. City: J r � State: w Zipq �3 cl-3 Phone: 6 Jy A S-S7bZ`�76ax. Email: ►O1um)., IAA Bxprri5; qt_nC401-caSIL =)/e--+ King Co Assessor's Tax No.: 3 5-2 3Oy ?(Q? Suite Number: Floor: New Tenant: Yes ❑.. No PLUMBING CONTRACTOR INFORMATION Company Name: �%� J rn i I 5 A pr-c-ss-t--.-1-4.— Address: /v pi 3 Zh si t_ / City: 1 /6 L 0 1 j Stater A Zip%23� �-/cf,2y Phone:p v_3 07‘-Fax: oz5.3 .2ey 93 61,2 Contr Reg No.: Pl umi,e_25/<o 0 D Exp Date: Tukwila Business License No.: 00 Valuation of Project (contractor's bid price): $ /09 0 dO Scope of Work (please provide detailed information): Nc..,,„) pie..vl- s V Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H: Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.doca Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/cm _ piping outlets being installed and the quantit- ,low: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain / Shower, single head trap Sinks `'c Rain water system – per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 2.— 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 Urinal I Water heater and/or vent Repair or alteration of drainage or vent piping 2.— Repair or alteration of Repair water piping and/or water treatment equipment Backflow protective device other than atmospheric- , type vacuum breakers 2 s inch (51 mm) 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 ( / j Wash fountain Water closet 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 Gas piping outlets /S. Fixture Type Qty;, Dental unit, cuspidor Floor drain ( / j 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 gas Each lawn sprinkler system on any one meter including backflow protection devices ;`PERMIT FAPPLICATION NOTES'` „ a =1,4 , 2..1-1• ;' i t �:r -Al,- .rpt A �, 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 OWNERyAZ OUT�D AGENT: Signature: Date: l 2'8'17 Print Name: L n 14, 1 4 r- L Mailing Address: /09/7 - 2 h $ 4 HAApplications On Line \2011 Applications\Plumbing Permit Application Revised 8.9-11.docx Revised: August 2011 _ bh Day Telephone: �5 25 5 /g2c Zagc(4D/>Q b a 98372 Oft), State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY ' PAID PermitTRAK $840.68 PG17-0166 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 $840.68 Credit Card Fee $24.49 Credit Card Fee I R000.369.908.00.00 0.00 $24.49 GAS $302.81 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $209.10 PLAN CHECK FEE R000.322.103.00.00 0.00 $60.56 PLUMBING $481.99 PERMIT FEE R000.322.100.00.00 0.00 $352.44 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $96.40 TECHNOLOGY FEE $31.39 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12990 R000.322.900.04.00 0.00 $31.39 $840.68 Date Paid: Friday, December 08, 2017 Paid By: JOHN THOMAS KILDARE Pay Method: CREDIT CARD 07825D Printed: Friday, December 08, 2017 3:19 PM 1 of 1 CIRWSYSTEMS INSPECTION RECORD Retain a copy with permit N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 P60-0/64. Project: Jam, 4- Dedor Type y �of Inspection: N.� C"�-tAe►'j,;i'l� 1 i1c Address: 17651 sow`iil6enrcr 1vJ Date Called: Q Special Instructions: Date Wante0/r �,Q a.m. 10 _s1,3�/O p.m. Requester: i O i n Phone No: ;s3 -35- /785 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f/)14%Z— AC- C `J�r / ee rt /veL inspecto 3'6_0 Date 5-3- 26/g1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P&P -01(.4 Project: Address: l7C(sl &WI Jr- 4 r PKvOy Special instructions: C %, tir PrJor T of Inspection: Date Cd: � P0.197"5 Date Wanted: S -) -Zo// Requester:— �ahn P/ , Phone No: 253 38, /785 (a.m� p.m. Approved per applicable codes. Corrections required prior to approval. COMMENTS: t%?vti. /;// 67t5 p; nG S tS C ) P�7S B T()Rnit's till Inspectorii, £ . Date: 3-i--217�r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PG r'1 -t i 6, f L Project: OT bt°��� Ti(i t ) ) of c iq 1% I� Address:` /7 51 Sok-fhceer ear PKWY Date Called: J 3.-- Zoi? --_ Special Instructions: �.. CAU— f-/r5f' 0263 ~ 1—/7g Date Wanted: ,3—a -Zoe- .m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: P/146,1i7 Ro zA) Inspector: Date: 3—/2-2 )r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P64 7- ew40 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: legiAr_CM Type of Inspection: biN.3 i 2K Address: /760/c.`500/7K-ENTER WY Date Called: Special Instructions: Date Wanted: 1"/"--/ 'p.m. Requester: Phone No: _ 2 318 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: 1—/f /8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IItIgias Engineering Associates, Inc Cons#ItingEngineers 12/19/2017 SRA 360 Mr. Adrian Holiday 5450 E. High Street, Suite 200 Phoenix, Arizona 85054 Re: Floor & Decor Remodel, Tukwila, WA. TEA# 17124 Dear Adrian, I am writing to follow up on the City review comments: (No changes were made to the: drawings) Written Comments 1. The Men's and Women's restroom already show floor drains with trap primers. See P200. We have added a trap primer to the floor drain in the cut room. 2. We have added a signature date to the seal. If you should have any questions, please do not hesitate to call me at (602) 992-3900. Sincerely Tiglas Engineerin Justin Bowie, P.E., Principal Associates, Inc. ORRE T ION T RR# 11'OI(o(p IiECEi 'ED CITY OF TUKWILA DE 2 0 2017 PERMIT CENTER 809 west maryland aaenue • phoenix, Arizona 85013 email: Justin@TiglasEng.com • tel: (602) 992-3900 • fax: (602) 992-1541 CENTERPOINT INTEGRATED SOLUTIONS Project Management Civil Design I Reol Estate Development 355 Union Boulevard, Suite 301 Lakewood, CO 80228 T 303.679.6978 CenterPoint-is.com Memorandum To: Rachelle Ripley From: Vanessa Masell Date: December 19, 2017 Re: Floor and Decor 17601 South Center Parkway Permit #PG17-0166 Rachelle, Please see plan revisions per the Review Memo from Allen Johannessen, attached. Thank you! RECEIVED CITY OF TUKWIL A DE 2 0 2017 PERMIT CENTER OR - EC iON _TR#� City of Tukwila Department of Community Development December 20, 2017 JOHN KILDARE 10914 32 ST E EDGEWOOD, WA 98372 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 17-0166 FLOOR & DECOR - 17601 SOUTHCENTER PKWY Dear JOHN KILDARE, 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 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "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) (BUILDING REVIEW NOTES) 1. Show floor drains with trap primers provided in the Men's and Women's restrooms. (UPC 418.3) 2. Plan sheets and related documents produced by engineer and/or architect shall be stamped and signed to include "date" of signature (See Applicable General Notes above). 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 If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. PG17-0166 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 °RIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG 17-0166 DATE: 01/02/18 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17601 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 1 Revision # • before Permit Issued Revision # after Permit Issued DEPARTMENTS: M IttBuilding Division Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator ❑ PRELIMI NARY REVI EW: Not Applicable ❑ (no approval/review required) REVIEWER.S INITIALS: DATE: 01/02/18 Structural Review Required DATE: , APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 01/30/18 ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER.S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG 17-0166 DATE: 12/12/17 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17601 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AZ- Cd'prZ 1414-1 Building Division Public Works \11 Fire Prevention Structural ❑ Planning Division ❑ ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/12/17 Structural Review Required REVIEWERc INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 01/09/18 ❑ Approved with Conditions ❑ Corrections Required Denied (corrections entered in Review (ie: Zoning Issues) Notation: REVIEWERQS INITIALS: DATE: :Permit Center Use Only CORRECTION LETTER MAILED: W '1J Departments issued corrections: Bld ;i Fire ❑ Ping ❑ PW ❑ Staff Initials: 1' r 12/18/2013 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:1/2/2018 Plan Check/Permit Number: PG17-0166 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECE,VED CITY OF TUKWILA JAN ti 2 2011 ?ERMIT CENTER Project Name: Floor & Decor Project Address: 17601 Southcenter Parkway Tukwila, WA 98188 Contact Person: Vanessa Masell Phone Number: 720-445-4387 Summary of Revision: Resubmittal of Plumbing Plans with signed and dated plans per Allen Johannessen'.s review comment Sheet Number(s): 5 "Cloud" or highlight all areas of revision including date of rev' ion Received at the City of Tukwila Permit Center by: 1 Entered in TRAKiT on I(6 \\srvl\CPIS-User\Redirected Folders\vmasell\Desktop\Floor & Decor Revision Submittal Form.doc Revised: August 2015 PLUMBING EXPRESS INC 1-1ame Espanol Contact Safety & Health Claims & Insurance Washington State Department of JP Labor & Industries Search L&I Page 1 of 3 A -Z, Index Help My LE Workplace Rights PLUMBING EXPRESS INC Owner or tradesperson Principals KILDARE, JOHN THOMAS, PRESIDENT KILDARE, KRISTI KYLE, VICE PRESIDENT Doing business as PLUMBING EXPRESS INC WA UBI No. 602 226 682 PO BOX 2226 SUMNER, WA 98390 253-826-4621 PIERCE County Business type Corporation Governing persons JOHN THOMAS KILDARE KRISTI KYLE KILDARE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties PLUMBING License no. PLUMBEI98600 Effective — expiration 09/20/2002— 09/20/2018 Bond No bond accounts during the previous 6 year period. Active. Meets current requirements. Insurance .. .......................... AMERICAN FIRE & CASUALTY CO $1,000,000.00 Policy no. BKA54313254 Received by L&I Effective date 11/15/2017 01/01/2011 Expiration date 01/01/2019 Savings (in lieu of bond) Received by L&I 11/01/2013 Release date N/A Savings account ID $6,000.00 Effective date 11/01/2013 Impaired date N/A • Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW= 1/8/2018 PLUMBING EXPRESS INC Savings history Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I 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 Infraction no. PZETD00767 Issue date 09/15/2014 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Plumbing Express employed Jody William Kildare plumber trainee to install ABS waste pipe, installing drain pipe when expired, expired on 5/3/2014 Infraction no. PPEJP00246 Issue date 01/11/2012 Violation city Sumner Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Plumbing Express employed, John T. Kildare (Cert. # KILDAJT963DR) a expired plumbing trainee to perform plumbing work. Infraction no. PPEJP00247 Issue date 01/11/2012 Violation city Sumner Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. On 1/9/2012, Plumbing Express employed Jody W. Kildare (Cert. # KILDAJW023QZ) an expired plumbing trainee to perform plumbing work. Satisfied ........................... RCW/WAC 18.106.020 Violation amount $500.00 Satisfied .................. _ .... RC W/WAC 18.106.020 Violation amount $250.00 Satisfied ........................... RCW[WAC 18.106.020 Violation amount $250.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW= 1/8/2018 NOTE 6 O v v EQUIPMENT O w v © v 9 2,340 RTU -10 THROUGH RTU -12 180 3 540 RTU -13 108 1 108 UH -1 AND 2 175 2 350 3,338 MBH ,. UH -1 ♦ 175 MBH LOADING DOCK .�► NOTE 3,8 NOTE 4 f n.. " 2' CD DOWN TO MDP SiNK ' 2-. .. 1 I RTU -12 3/4" 1'M1 180 MBH - 1 I' .. • ' 104: 1 bco „,„ Hi Illtli I '�� ., 20 1 I co co co ca 1 , /'1111(11111 co co w a) cD co_ w w w • • lrC_atm w w w co co-� !_STC-� CB -1 H DRAIN -I cy 1 1 2 NOTE4� I _-It NOTE4�� It _- NOTE4-mo- -_ 1 I ?boTE3,8-- a' 260 MBH NOTE 3, RTU-8 8---'''' 260 MBH NOTE 3,8 260 MBH G D G • GFel G G G G s. G G C G G G G i 1 Il ca ,� .. 3/4' 1' / 1/4” / //4" c I O3 E7 -2' I 03 . 1 1 108 MBH1=; 1 'toI;1 -dl 0 $ • 4• d , i 0 — _ NOTE4 • I1 4' I 2' I I I 8 0 I1 I 8. I Iarm _ ■8 I• A 1 41[441 .■ 8 ///4.____P 8 SALES I 101A NOTE 3,8 / //4" w_ w w / /14 " % w b co w w m w / //4" �co 0 I NOTE 1 L • 4 !• � /' rr- ,r -n NOTE w 4-� r-�rn w w w w w ,� rr--rn 3 I w 1 I RTU -11 1 �► 180 MBH RH-I w 8+EU OTE 4 -----Ir '7"'- LTEJ,S.- _ _ RTU -6 260 MBH NOTE 3,8 I 441 ..........t._ RTU -5 260 MBH NOTE 4- NOTE 3,8-----," 1ff 'In Wall _ _ RTU -4 u 260 MBH r 10 `-3/4' —1 NOTE 5 3/4" 3/4" 3/4" i 0 0 0 .3/40 0 0 0 0 0 0 C c C D /" o G 1 1 1 j� / //4"- WAREHOUSE 8 0 104A 8 I I 2- I 8 8 • l 2"� I 3 Z' NOTE 3,8 NOTE 4 8 Ii \---$- / /14 " co co a) , --./ Xi w b co /4" • 0 � i I • •et c0 w ai w w co w w D co w co co re8 I _ I 1 RTU -10 I�bBl 180 MBH ILu J NOTE 5 NOTE VOTE 4-----1'_ _ 3,8 -31- 260RTUMBH 260 M NOTE NOTE 3, 4-�� _ _ 8 ' - 260RTUMBH 260 M NOTE 4-�� NOTE 3,8 s - _ _ Lu RTU -I 260 MBH 3/4' 3/4" 3/4" 3/4' r i4:7,............. u� 0 G G 0, 0 0 0 0 0 0 0 0 r, t r - (N)2 � 3/4' E 2" -- 3/4 " •/• ' / 1/4' �/ //4' -4-.. - ---� ... -- '-- f i . (E) GAS (E)SOV CEI2' )----t $ NOTE 6 Q 3/4' if i3% fiififSf, 3ffffr ffiii#1ffiffiffirlf15f, �fiffiffif*fffffff�ff,«f4i,', cfff, fff'f,' fiffiA 3/4'-�' 1 PRO SALES IEXISTING 3,4 DCW TO REMAIN %ff ; 0 1 102 , ' 20 I NOTE / % % s DEMO EX/ST/NG MBH GAS PIPING RECO/ I 175 3� 1 a b ,�>�� 2 Jam, " 0 GAS P 4" Ii. 1ill �- GAS N I cvnR l DRQ CO r v .b n LIMO n — — * NOTE 3,8 0111111.1 01111111. MEM NOTE 7 NOTE 2-�l NOTE 6 , , NOTE 7 ® —,a.j, RELOCATE CO OVERALL PLUMBING PLAN INECT EX/STING PING TO NEW AIN SCALE: I/16" = I'-0` GENERAL NOTES: A. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. J. B. PAY ALL LAWFUL FEES FOR PERMITS OR LICENSES TO ACCOMPLISH THE WORK. K. OBTAIN AND PAY FOR ALL NECESSARY CERTIFICATES OF APPROVAL. C. PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VALVES, EQUIPMENT, L. ETC. LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL CAVITIES. D. ALL SANITARY LINES AND PLUMBING FIXTURES ON THE PROJECT SHALL HAVE AN M. APPROVED MEANS OF SEWAGE BACKFLOW PREVENTION. FIXTURE SPECIFIC BACKFLOW PREVENTION INCLUDING AIR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE N. MEANS OF BACKFLOW PREVENTION. E. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. THE CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. THE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE PROJECT. F. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURE CONNECTION SIZE REQUIREMENTS. 0. P. G. COORDINATE ALL SLAB PENETRATIONS WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2' CLEARANCE FROM THE EDGE OF THE Q. SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. H. SLEEVE OR CORE -DRILL FLOOR SLABS, WALLS, ETC. AS REQUIRED FOR PIPING AND R. FIRE -STOP OPENING AROUND PIPE. VERIFY LOCATION OF STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DRILLING. I. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT THE DURATION OF CONSTRUCTION. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE UTILIZED. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE SYSTEM BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIATELY PRIOR TO PROJECT TURNOVER TO THE OWNER. Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & ober property rights In these plans. All designs, information, data, plans, drawings and 'medications are the property of Tiglas Engineering Associates, Inc. as irsWmen s of service and may not be used for any other purpose withad wren consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. S. T. U. V. ALL BELOW GRADE SANITARY LINES SHALL BE A MINIMUM OF 2" OR IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. SANITARY TEE FITTINGS SHALL NOT BE INSTALLED IN DRAIN, WASTE, AND VENT (DWV) SYSTEMS. INSTALL SANITARY PIPING 2 1/2' OR SMALLER AT A SLOPE OF 1/4" PER FOOT AND SANITARY PIPING 3" AND LARGER AT A SLOPE OF I/8" PER FOOT. NOT USED. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. ALL PUBLIC USE LAVATORY FAUCETS SHALL HAVE AN AUTOMATIC SAFETY WATER MIXING DEVICE IN ACCORDANCE WITH ANSI/ASSE 1017 OR 1070 AS APPLICABLE. CLEANOUTS ARE TO BE PROVIDED AT THE END OF EACH RUN, AT ANY CHANGE OF DIRECTION GREATER THAN 45 DEGREES, AT A MAXIMUM OF 50' ON CENTER INSIDE THE BUILDING AND AT A MAXIMUM SPACING OF 100' ON CENTER OUTSIDE THE BUILDING, OR AS SHOWN ON DRAWINGS. LOCATE CLEANOUTS A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO ALLOW SERVICING. FOR CONTINUATION OF UTILITIES 5'-0" BEYOND BUILDING REFER TO CIVIL DRAWINGS UNLESS NOTED OTHERWISE. WORK SHOWN ON THE DRAWINGS IS TO BE COORDINATED WITH WORK OF ALL OTHER TRADES AND ACTUAL CONDITIONS OF CONSTRUCTION. ALL UNDERGROUND PLUMBING PIPING SUBJECT TO FREEZE SHALL BE INSTALLED BELOW LOCAL AREA FROST LINE MINIMUM. VERIFY SITE FROST DEPTH. ESTABLISH LOCATION AND SIZE OF UTILITY SERVICES PRIOR TO BUILDING ROUGH -IN. COORDINATE LOCATION OF BUILDING SERVICE ENTRANCES AND SYSTEM PIPE ROUTING WITH UTILITY SERVICE MAINS ON SITE AND SITE FEATURES AND CONDITIONS. VERIFY FLOW LINE INVERTS OF BUILDING MAIN SEWER EXIT(S) REQUIRED FROM FURTHERMOST BRANCH LINE AND SITE SEWER TIE-IN LOCATION INVERT PRIOR TO BEGINNING BUILDING ROUGH -IN NOTIFY ARCHITECT IF ADEQUATE FALL BETWEEN BUILDING AND SEWER CONNECTION CANNOT BE ACHIEVED. LAY OUT PIPES TO FALL WITHIN PARTITIONS OR CHASES. DO NOT REQUIRE FURRING OTHER THAN THOSE SHOWN ON THE DRAWINGS. W. INSTALL ALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND PARTITIONS UNLESS DISTINCTLY SHOWN OR NOTED OTHERWISE. ROUTE PIPING LOCATED NEAR EACH OTHER PARALLEL IN ALL PLANES, WITH SUFFICIENT CLEARANCE. X. PIPING ON EXTERIOR WALLS SHALL BE INSTALLED ON THE ROOM SIDE OF EXTERIOR WALL INSULATION. Y. MAKE CHANGES IN PIPE SIZE NOTED ON THE PLANS DOWNSTREAM OF FITTING OF THE LARGER PIPE. WHEN SUPPLY PIPES ARE LARGER THAN EQUIPMENT'S' TAPINGS REDUCE SIZE IMMEDIATELY PRIOR TO CONNECTION. Z. LABEL PIPING TO IDENTIFY SYSTEM TYPE AND DUTY. FOR EXISTING BUILDINGS, FOLLOW ESTABLISHED IDENTIFICATION NOMENCLATURE. AA. COORDINATE LOCATION AND METHOD OF ATTACHMENT OF HANGARS AND SUPPORTS FOR PIPING SYSTEM TO BUILDING STRUCTURE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. ESTABLISH LOCATIONS OF SYSTEM PIPE ANCHORS AND OBTAIN APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. AB. SLEEVE PIPING THROUGH EXTERIOR WALLS, FIRE AND SMOKE RATED WALLS AND ASSEMBLIES, ON GRADE SLAB FLOORS. ANNULAR SPACE BETWEEN PIPE AND SLEEVE SHALL BE CAULKED AND SEALED. FIRE RATED PENETRATIONS SHALL BE FIRE STOPPED TO MEET RATING OF CONSTRUCTION PENETRATED. EXTEND SLEEVE A MINIMUM OF I INCH ABOVE FLOOR PENETRATIONS IN POTENTIALLY WET AREAS SUCH AS MECHANICAL AND EQUIPMENT ROOMS. REFER TO SPECIFICATION SECTION 07 92 00 FOR SEALANT TYPE AND SPECIFICATION. AC. DOMESTIC WATER PIPING SHALL BE INSTALLED TO SLOPE TO DRAIN POINTS. WHERE CONDITIONS DICTATE TRAPPED SECTION OF PIPING, A DRAIN VALVE OR CAPPED TEE SHALL BE INSTALLED TO FACILITATE DRAINING OF TRAPPED SECTION OF PIPING. AD. THOROUGHLY FLUSH DOMESTIC WATER PIPING. SCREENED OUTLETS SHALL BE REMOVED DURING FLUSHING PROCESS AND REINSTALLED AT COMPLETION. AE. INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING. SEE SPECIFICATIONS. AF. COPPER AND PLASTIC PIPING INSTALLED IN STUD WALLS SHALL BE PROTECTED WITH MINIMUM 1/16 INCH SHIELD PLATES EXTENDING BEYOND THE PIPE IN ALL DIRECTIONS. AG. INSTALL SHUT-OFF VALVES IN HOT AND COLD WATER LINES AHEAD OF CONNECTIONS TO ALL PLUMBING FIXTURES & EQUIPMENT. AH. REVIEW CONFECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO AT. ROUGH -IN. THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER. ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATION REQUIREMENTS. AI. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONED LOCATIONS OF PLUMBING FIXTURES. FIXTURES DESIGNATED FOR HANDICAP USE SHALL BE INSTALLED TO MEET MOST CURRENT APPLICABLE ADA AND /OR ANSI REQUIREMENTS FOR INSTALLATION CLEARANCE AND ACCESS. AJ. FLOOR DRAINS AND CLEANOUTS SHALL BE FURNISHED WITH TOP AND TRIM COMPATIBLE WITH FLOOR COVERING MATERIAL REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISH ALTERNATES AFFECTING FLOOR DRAIN AND CLEANOUT TRIM REQUIREMENTS. AK. ALL FLOOR DRAINS SHALL HAVE 3 INCHES MINIMUM WATER SEAL. AU. AV. AW. AX. AL. PROVIDE FUNNEL RECEPTOR FOR FLOOR DRAINS WHERE REQUIRED TO PREVENT SPILLAGE FROM INDIRECT WASTE LINES. AM. INSTALL A CLEANOUT AT EACH SINK WASTE STACK. AN. ALL FLOOR CLEANOUTS SHALL BE LOCATED A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO SERVICE. BA. A0. PROVIDE ACCESS DOORS FOR ALL INACCESSIBLE VALVES AND CLEANOUTS. AY. AP. COORDINATE LOCATION OF TERMINATION OF VENT PIPING WITH OTHER TRADES AND ARCHITECTURAL FEATURES AND CONDITIONS. MAINTAIN REQUIRED CLEARANCES TO OUTSIDE AIR INTAKES, WINDOW, ETC. AS REQUIRED BY LOCALLY ACCEPTED CODE. AZ. AQ. RUN ALL DRAIN LINES FROM EQUIPMENT OVERFLOW RECEIVERS, ETC. TO FLOOR/HUB DRAINS. DRAIN LINES SHALL BE HARD DRAWN COPPER INSTALLED WITH MINIMUM 1/8 BB. INCH PER FOOT SLOPE SECURED BY GUIDES AND SUPPORTS FOR PIPE SIZE SHOWN. NO DRAIN LINE TO BE SMALLER THAN 3/4 INCH. INSTALL TEE AT EACH ELBOW OF CONDENSATE DRAIN WITH CLEANOUT PLUG ON BLIND TEE. BC. AR. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE, AND WIRE SIZE OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH DIVISION 26 CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT. AS. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS WHERE REQUIRED BY LOCAL AUTHORITY. PROVIDE PERMANENT ACCESS WITH SHUT-OFF VALVE UPSTREAM OF PRIMING DEVICE. BD. NORTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. THIS INCLUDES, BUT IS NOT LIMITED TO, PROVIDING (FURNISHING AND INSTALLING) ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. FILE COPY Permit No. WOK .0(0 Pian review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted codo cr ordincince. Receipt of approved Field Copy and conditio is acknowledged: By: Date/. PLUMBING NOTES: City of Tukwila BUILDING DIVISION THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS SPACE. 2. NEW NATURAL GAS METER SERVING 3,338 MBH. THE SYSTEM DESIGN IS BASED ON 2.0 PSI DELIVERY PRESSURE WITH A PRESSURE DROP OF 1.0 PSI. THE CONTRACTOR SHALL COORDINATE THE METER PLACEMENT, AVAILABLE PRESSURE, AND NEW SERVICE REQUIREMENTS WITH THE LOCAL UTILITY PRIOR TO CONSTRUCTION. IF THE DELIVERY PRESSURE INDICATED IS NOT AVAILABLE FROM THE UTILITY COMPANY, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 3. CONNECT NATURAL GAS SERVICE TO ROOFTOP UNIT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REFER TO DETAIL SHEET FOR ADDITIONAL INFORMATION. VERIFY EXACT LOCATION OF NATURAL GAS CONNECTION ON ROOFTOP UNIT WITH EQUIPMENT PRIOR TO PIPE INSTALLATION. 4. AIR CONDITIONING COIL, SEE MECHANICAL DRAWINGS, ROUTE I" CONDENSATE TRAP AND VENT WITH DRAIN TO SLOPE AT 1/8" PER FOOT TO 'ELL' DOWN AT 6" AFG TO MOP SINK. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE HEAT TRACING TAPE AND INSULATION AS REQUIRED FOR ROOF HYDRANT INSTALLATION TO PREVENT PIPING FROM FREEZING. COORDINATE THE INSTALLATION OF THE HEAT TRACING WITH THE ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. 6. SEE CIVIL PLAN FOR CONTINUATION. 7. RELOCATE EXISTING GAS METER AND RECONNECT EXISTING GAS PIPING TO NEW GAS MAIN OF EQUAL SIZE AS THE EXISTING PIPING AT THE CONNECTION POINT. THE EXISTING GAS METER SERVES THE EXISTING BUILDING NOT A PART OF THIS PROJECT. 8. VENTED PRESSURE REGULATOR WITH SOV (2 PSI TO 7" WC), SEE DETAIL 14 ON SHEET P500. NOTE: ROUTE PLUMBING EXPOSED IN SPACE TIGHT TO ROOF JOISTS WITH PIPE HANGERS PER DETAIL 4 ON SHEET P400. GAS LOAD TABLE ISSUED FOR: PERMIT SUBMITTAL EQUIPMENT LOAD QTY. TOTAL RTU -1 THROUGH RTU -9 260 9 2,340 RTU -10 THROUGH RTU -12 180 3 540 RTU -13 108 1 108 UH -1 AND 2 175 2 350 3,338 MBH THE CONTRACTOR WILL BE RESPONSIBLE TO SCOPE ALL EXISTING SANITARY LINES AND WILL SUBMIT REPORT AND VIDEO TO PM I WEEK BEFORE TURN OVER. CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIRS REQUIRED TO 5' BEYOND EXTERIOR WALL OR TO FIRST MANHOLE. INSTALL SHUT -OFF-DUTY VALVES WHERE SHOWN ON THE DRAWINGS AND FOR SERVICE OF EQUIPMENT. CONTRACTOR SHALL PROVIDE ISOLATION VALVES FOR EACH AREA EVEN IF NOT SHOWN ON PLANS. INSTALL BALL TYPE DRAIN VALVES WITH HOSE CONNECTIONS AT LOW POINTS FOR SYSTEM DRAINAGE. REDUCE PIPE SIZES USING ECCENTRIC REDUCER FITTING INSTALLED WITH LEVEL SIDE UP. ANCHOR PIPING TO ENSURE PROPER DIRECTION OF EXPANSION AND CONTRACTION. INSTALL MANUAL AIR VENTS AT HIGH POINTS IN SYSTEM AIR VENTING. LAY OUT THE PIPING SYSTEM IN CAREFUL COORDINATION WITH THE BUILDING CONDITIONS AND ALLOW FOR SERVICE OF ALL INSTALLED EQUIPMENT, ACCESS AND OPERATION OF VALVES, SERVICE OF ALL PIPING COMPONENTS, SERVICE OF HVAC EQUIPMENT. DETERMINE PROPER ELEVATION FOR ALL COMPONENTS OF THE SYSTEM. ESTABLISH STANDARD OF INSTALLATION AND REVIEW WITH OWNER'S REPRESENTATIVE FOR APPROVAL. DEMONSTRATE ACCESS OF ALL SYSTEM COMPONENTS. MAKE MODIFICATIONS REQUIRED BY THE OWNER AND INSTALL ALL OTHER SYSTEMS TO MEET INSTALLATION OF OWNER APPROVED UNIT PIPING. KEEP ALL PIPE OPENINGS COVERED DURING CONSTRUCTION. VERIFY PIPING IS CLEAN AND CLEAR BEFORE EXTENDING PIPING SECTIONS. THOROUGHLY FLUSH BRANCH PIPING BEFORE CONNECTION TO THE UNIT. BYPASS UNIT AND CONTROL VALVE DURING FLUSHING OF PIPING. STRAINER SHALL BE INSTALLED AHEAD OF CONNECTION TO CONTROL VALVE. AFTER BRANCH PIPING IS PROVEN CLEAN, CLEAN STRAINER AND MAKE FINAL CONNECTIONS TO EQUIPMENT AND CONTROL VALVE. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH -IN. (THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER.) ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATIONS REQUIREMENTS. SEPARATE PERMIT REQUIRED FOR: schanical Eti Electrical Q Plumbing Gas Piping Ciiy of Tukwila ESLI€fi 6'Fr r-r'liiSiO .l REVIS!ONiS No changes sh7o1 ho rte, -.1r) to thr4 ,rope of work without prior approval of Tukwila Boding Division NOTE: Revisions Mill require n'an submittal and may include additional plan r e'ricwi fees BE. INSTALL VALVES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. BF. INSTALL VALVES WITH UNIONS AT EACH PIECE OF EQUIPMENT ARRANGED TO ALLOW SERVICING, MAINTENANCE, AND EQUIPMENT REMOVAL. BG. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. BH. INSTALL VALVES IN HORIZONTAL PIPING WITH STEM AT OR ABOVE THE CENTER OF THE PIPE. BI. INSTALL VALVES INA POSITION TO ALLOW FULL STEM MOVEMENT. BJ. INSTALL CHECK VALVES FOR PROPER DIRECTION OF FLOW. BK. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM STRUCTURE. BL. INSTALL HANGERS AND SUPPORTS COMPLETELY WITH NECESSARY INSERTS, BOLTS, RODS, NUTS, WASHERS, AND OTHER ACCESSORIES. BM. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. BN. THIS PROJECT UTILIZES A PLENUM RETURN AIR CEILING. ALL EQUIPMENT AND MATERIALS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURNS CEILINGS. NO PVC/ABS PIPING WILL BE PERMITTED IN CEILING SPACES. CORRECTION LTR# Engineering t31n9e@tE0l3sen0.cefn � OCi" 8S„ 10C 'fes # 1Ti22 P c is °la4)I ` Phew 502992.3900 Kt 502.992.1541 0001:'x. Rtaryl3nd [lve. Phoenix IAL 05013 SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.SRA360.coH ARCHITECT: STRUCTURAL: no 00 N V '-0 N O' o CO n 0 +� ;It 1 4t. 110 0 W ce0.ce E0E1VEL) CF.fl11 OF TUJKWILA DE0 2 0 2017 PERMIT CENTER DATE: 8-3-2017° ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: C JOB NO.: 17-027 SHEET TITLE: OVERALL PLUMBING PLAN SHEET NO.: P100 REVIEWED FOR :ODE COMPLIANCE APPROVED JAN 04 201 City of Tukwila UiLDING DlVlSi0N W PLUMBING NOTES: I. THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS SPACE. 2. FURNISH AND INSTALL WATER HEATER (3/4" DCW, 3/4" DHW) AND EXPANSION TANK AS INDICATED ON THE PLANS. REFER TO ARCHITECTURAL PLANS FOR WATER HEATER SHELF REQUIREMENTS ND EXACT LOCATION. PIPE WATER HEATER RELIEF AND SECONDARY DRAIN PAN DISCHARGE TO THE MOP SINK. PROVIDE A CODE APPROVED AIR GAP ON THE DISCHARGE OF THE WATER HEATER RELIEF AND SECONDARY DRAIN. REFER TO DETAILS SHEET FOR ADDITIONAL INFORMATION. 3. UP TO 4' VENT THROUGH ROOF. INSTALL VENT THROUGH ROOF A MINIMUM DISTANCE OF 15'-0' FROM ALL FRESH AIR INLETS AND BUILDING OPENINGS. 4. 1/2' FLEXIBLE CONTINUOUS TYPE "K' COPPER TUBING BELOW GRADE FROM TRAP PRIMER TO FLOOR DRAIN. NO FITTINGS OR SPLICES ARE ALLOWED BELOW GRADE. 5. INSTALL TRAP PRIMER HIGH IN THE CEILING SPACE. FURNISH AND INSTALL AN ACCESS PANEL AS NECESSARY TO MAINTAIN EQUIPMENT. 6. PROVIDE AIR ADMITTANCE VALVE WITH ACCESS PANEL AT LOW WALL. 7. WATER HAMMER ARRESTOR (JR SMITH SERIES 5020-A), PDI SIZE AS INDICATED ON DRAWINGS. 8. WATER HAMMER ARRESTOR (JR SMITH SERIES 5020-C), PDI SIZE AS INDICATED ON DRAWINGS. 9. MOUNT THE WALL HYDRANT AT A MINIMUM OF 2'-0° ABOVE FINISHED GRADE. 10. EXTEND 1/2" CW TO COFFEE MAKER. PROVIDE SHUT-OFF VALVE. II. EXTEND 1/2" CW DOWN TO ICE MAKER (FBO). PROVIDE SHUT-OFF VALVE, INLINE FILTER AT 4'-0" A.F.F. AND FINAL HOOK-UP. SYMB ISSUED FOR: PERMIT SUBMITTAL Ell L. 1 PLUMBING SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ;1 r: SANITARY DRAIN ABOVEGROUND CLEAN OUT JOB NO.: 17-027, IVC WATER CLOSET (TANK TYPE> SANITARY DRAIN BELOWGROUND 2. GRADE CLEAN OUT DATA VENT LINE GeoO N.LT.C. NOT IN THIS CONTRACT JANITOR I n VC h' WATER CLOSET (FLUSH VALVE> —VAGB — WASTE ANESTHESIA GAS DISPOSAL VTR VENT THROUGH ROOF Il i �( URIC 107 STORM DRAIN ABOVEGROUND —f©J — VACUUM BREAKER —S— Sz STORM DRAIN BELOWGRWND BALL VALVE 107 iti LAV LAVATORY 1>d DATA COLD WATER (CW) --(5-- GLOBE VALVE 03 E 2 El KS KITCHEN SINK DISTILLED WATER --N4— CHECK VALVE —BS— g3 SS SERVICE SDIK r. DRINKING VATER ds PRESSURE REGULATING VALVE (PRV> DW— —1N— DRINKINGWATER CIRCULATING 1 ID CSS CLINIC SERVICE SINK HOT VATER (HW) GAS COCK O ID CS CLASSROOM SINK HUT WATER CIRCULATING (HVC) 11., HB HOSE BIBB —G— GAS LINE 1-1 VH WALL HYDRANT ID DF DRINKING FOUNTAIN i—" O VALVE IN RISE 117 ID EWC ELECTRIC WATER COOLER ORD ROOF DRAIN ODS DOWN SPOUT SH SHOVER HEAD LE, INVERT ELEVATION BT BATH TUB FHC FIRE HOSE CABINET 1 F-1 1 SPECIAL FIXTURE NUMBER D— COLUMN NUMBER d— PLUMBING RISER NUMBER . ROUGH—IN HEIGHT FDR PIPE PRO SALES 102 SEE SHEET P/00• FOR CONTINUATION 11gias Engineering Associates, Inc. expressly reserves its common law copyright & other property rights In these plans. All designs, Information, data, plans, drawings and specifications are the property of Tglas Engineering Associates, Inc. as Instruments of service and may not be used for any other purpose without written consent of Tglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. AAV NOTE 6 WCO-I 3"FS-1 0 II FOH SANITARY PLAN SCALE: 1/4" = I'-0" NORTH r 2` 4 SEE SHEET P100 FOR CONTINUATION PRO SALES 102 SEE SHEET P100 FOR CONTINUATION 3/4" COLD WATER LINE ON WARM SIDE OF INSULATION. TP -2 NOTE 5 r //2: NOTE 4 FOH WATER PLAN SCALE: 1/4" = 1'-0" IMB-I NOTE II S/4" WH -I NOTE 9 NORTH 3"FD-I 1 CUT ROOM RESTROOM SANITARY PLAN SCALE: 1/4" = I'-0" NORTH 3/4 SEE SHEET P100 FOR CONTINUATION WH -I NOTE 9 T CUT ROOM ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: 1 "/4' _ Wi 9 -Di ;1 r: FMS.I I r--1 JOB NO.: 17-027, a WCO I 3'Irl 2. DATA " JANITOR 3' 116 �� v;` 1 107 `3/4` ET -I 107 \ I DATA MDi,.. 03 E 2 I 116 r. SIGN\ I CORRIDOR 1 J� nMD$ (\... 117 108 CORRIDOR 1 �3/4' SIGN 108 / 117 (--J" EWC-I • " / . ,.,. :::=� LAV -I VrR NOTE 3 J"--(t__LAV-I WOMENS # • LAV -I C.--.... � ==-' LAV -I 106 3" ( 3" I I MENS PWC -I 0.- W 4 •-I 105 LAV -I WCO-1 : Q LAV -I 21/2' ■ ` 4C //2' GN WOMENS LAV -I WC -I LI ",;;.. 3/4' LAV -I A r- L3• NOTE 7 1 WC -I i I //2" L /" / 1/2' MENS WC- :. 3"FD-II 3" 2" UR -I 3 4° 3" D -I NH u4_iwc_ 1 76—n 4-7— ° -i WC- / 172 U o : C -I I I4" d _I-- 3"FD-I NOTE 4 ---j 031"'- T NOTE 5 i 2" i --CI 3`FD-1 1/2" NOTE 4 L f o . O WC -2 . r. V .$11 1 t, d 11111 / 2` S -I WCO I 1 c-3/4" S-1 BREAK ROOM ` 109 1/2' 2' r BREAK ROOM IMB-I NOTE II 1109 S-- 11 II c ASSIST. ROOM 114 C c ASSIST. ROOM c 114 CORRIDOR 2 VAULT CORRIDOR 2 VAULT 111 111 112 112 I � CASH ROOM CASH ROOM ° c CEM I ) 113 115 115 ° --V VDTN EAI 07 NOTEy. ° TRAINING 110 110 ° ° 1_ f 1 RESTROOM SANITARY PLAN SCALE: 1/4" = I'-0" NORTH 3/4 SEE SHEET P100 FOR CONTINUATION WH -I NOTE 9 T CUT ROOM RESTROOM WATER PLAN SCALE: 1/4' = I'-0" NORTH TigIas Engineering Associates, Inc Consulting Engineers Phut 602.992.3900 FAL• G02.902.1541 0001iI. Maryland nue. Phoenix AL 85013 Lamle@tI 1asenu.cam TEn# 1/122 MP SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480, 515.5123 F: 602.513.7193 www.sRA360.coM ARCHITECT: STRUCTURAL: gfig 00 QV .IW I© l.) d O (n W > N CO LO 0Lo n- CO Z tr)- N) (n O ' p 149 >— li CL_ Cit LU 0 Q LLJ QLL1� a �r J J � RECEIVED Mt OF I UKWILA m z Pr MIT CENTER DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: l 1 "/4' _ Wi 9 -Di 1, JOB NO.: 17-027, a FMS -I HWH-I JANITOR `3/4` ET -I 107 DATA 03 E 2 116 �1.,a, l� J� nMD$ (\... CORRIDOR 1 �3/4' SIGN 108 117 / EWC-I 3/4' t LAV -I // _ i, : Q LAV -I 4C //2' GN WOMENS LAV -I 3/4 ",;;.. 3/4' LAV -I A 106 /2' NOTE 7 I //2" L /" / 1/2' MENS WC- :. UR -I 105 NH ° -i WC- / 172 U o : C -I d _I-- 3"FD-I NOTE 4 ---j 031"'- T NOTE 5 i i --CI 3`FD-1 1/2" NOTE 4 WC -2 0: I o . O WC -2 . r. V .$11 1 t, d 11111 " c-3/4" S-1 1/2' 2' r BREAK ROOM IMB-I NOTE II 1109 II C c ASSIST. ROOM 114 CORRIDOR 2 VAULT 111 112 CASH ROOM c I) CEM 113 115 --V VDTN EAI TRAINING 110 ° 1_ RESTROOM WATER PLAN SCALE: 1/4' = I'-0" NORTH TigIas Engineering Associates, Inc Consulting Engineers Phut 602.992.3900 FAL• G02.902.1541 0001iI. Maryland nue. Phoenix AL 85013 Lamle@tI 1asenu.cam TEn# 1/122 MP SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480, 515.5123 F: 602.513.7193 www.sRA360.coM ARCHITECT: STRUCTURAL: gfig 00 QV .IW I© l.) d O (n W > N CO LO 0Lo n- CO Z tr)- N) (n O ' p 149 >— li CL_ Cit LU 0 Q LLJ QLL1� a �r J J � RECEIVED Mt OF I UKWILA m z Pr MIT CENTER DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: ATERE A CITY - Wi 9 -Di 1, JOB NO.: 17-027, a SHEET TITLE: VIEWED FOR COMPLIANCE PPROVED \N 0 4 2018 Ly of Tukwila �ING DIVISION ENLARGED PLUMBING PLAN SHEET NO.: P200 Tlglas Engineering Associates, Inc. expressly reserves its common law copyright 8 other property rights In these plans. All designs, information, data, plans, dmwings and specifications are the properly of Tiglas Engineering Assodates, Inc. as instruments of service and may not be used for any other purpose without wi tten consent of Trglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. 50' 90' NEW GAS METER BY LOCAL UTILITY 3338 CFH 6) 650' TDL 2 PSI, / PS DROP PER 20/5 UPC TABLE /2/6.2(4) NATURAL GAS RISER /" 3/4" 3/4" 80' — /0' 80' —/0' 70' — 35' RTU -1 (260 CFH) 3/4" 30' r/ //4" /40' / 1/4' --Is 3/4 " 3/4'—/03/4" 80' —10' 80' 3/4' RTU -2 (260 CFH) 3/4" 1" 1' RTU -4 (260 CFH) 3/4° 3/4" 3/4 APPROVED GAS COCK, /p —DIRT LEG & UNION / //4" (TYPICAL) 3/4' /1/4' RTU -5 (260 CFH) RTU -3 (260 CFH) 3/4' 3/4' UH -2 20' (175 CFH) RTU -10 (180 CFH) RTU -11 (175 CFH) 1". 3/4" 80' —/0' 80' —/0' 30' RTU -7 (260 CFH) 3/4' 3/4' RTU -8 (260 CFH) 3/4' '-30' 110' —/0' VENTED PRESSURE 3/4' REGULATOR W/ SOV (2 PSI TO 7' WC) (TYPICAL) RTU -9 (260 CFH) 3/4" 3/4" RTU -13 (175 CFH) 3/4" 3/4" RTU -12 25' (175 CFH) erj 3/4 ° UH -1 (175 CFH) SCALE: NOT TO SCALE RESTROOM WATER PLAN SCALE: NOT TO SCALE / / / / / 2 //2' 2'--46./\ / 3' --r (3• 2"/ /\ �2' / / \ r 2' 1 -4' 4,14= RESTROOM SANITARY PLAN • PGI7 SCALE: NOT TO SCALE Tigias O 0 Engineering Associates, Inc iaRlle�tlOtaaest9.c® cans ng Eng rs 602.992.3900 Fat 002.992.1541 660 t J. liar aRl flue. Meet El. 85813 ( SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.sRA360.com ARCHITECT: STRUCTURAL: +•2.� 114 . gra 1511 . >- CtQ CL UJ owl r o CD \O LL_ RECEIVED ;Ti.OE TU KW IL A z�?62017 FM- RIIT CENTER DATE: 8-3-2017 D ISSUED FOR: PERMIT SUBMI REVIE\ T 10 DE CC REVISION NO.: DA -E: APP - - JAN( City 01 LDIN( DU JOB NO.: 17 -'027 72?—"—'"' -- -""' SHEET TITLE: PLUMBING SPECIFICATIONS SHEET NO.: P300 D FOR MPLIANCE OVED 4 2018 Tukwila DIVISION ►3$ I_: FIVE : \1 OF -I UKVI'IIL_A D 2 0 2.017 EMIT CENTER PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION FINAL CONNECTIONS HW CW V W MANUFACTURER MODEL NUMBER MARK DESCRIPTION FINAL CONNECTIONS HW CW V W MANUFACTURER MODEL NUMBER WC -1 WATER CLOSETS FLUSH VALVE OPERATION, VITREOUS CHINA, FULLY GLAZED TRAPWAY, 1.28 GALLONS PER FLUSH, FLOOR MOUNTED, BOTTOM OUTLET, 12" ROUGH -IN, 11/2" TOP INLET SPUD, 25 PSI MINIMUM WORKING PRESSURE, COLOR: WHITE WATER CLOSET FLUSHING SYSTEM QUIET, EXPOSED, HIGH EFFICIENCY FLUSH VALVE, VANDAL RESISTANT CHROME PLATED CAST BRASS VALVE BODY, INTEGRAL VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING, FLANGE FOR TOP SPUD CONNECTION, VANDAL RESISTANT CONTROL STOP WITH INTERNAL SIPHON -GUARD PROTECTION WATER CLOSET SEAT COMMERCIAL DUTY, EXTRA HEAVY WEIGHT, INJECTION MOLDED SOLID PLASTIC, LARGE MOLDED BUMPERS, STAINLESS STEEL POSTS, SELF-SUSTAINING, CONCEALED STAINLESS STEEL CHECK HINGE HOLDING SEAT IN ANY RAISED POSITION UP TO II DEG. BEYOND VERTICAL, OPEN FRONT, LESS COVER, COLOR: WHITE 1 1/2' 3' AMERICAN STANDARD: 2234.001 SLOAN: SLOAN 111.128 4'TD-I TRENCH DRAIN CHANNEL SLOPED DRAIN SYSTEM, PRECAST POLYESTER CONCRETE CHANNEL OF INTERLOCKING DESIGN WITH A BUILT-IN SLOPE 0.6" AND WITH INTEGRAL METAL RAIL AND RADIUSED BOTTOM, 4' BOTTOM OULET WITH DOME STAINER. ADA DUCTILE IRON EXTRA HEAVY DUTY GRATE. 1 1/2' 3' ACO: KIOOS CB -I CATCH BASIN 18' X 12" POLYMER CONCRETE CATCH BASIN WITH ADA COMPLIANT CAST IRON GRATE SUITABLE FOR FORK LIFT TRAFFIC, BASIN TO INCLUDE TRASH BUCKET AND WILL ACCOMODATE 6', 8", AND 10" PIPE. 11/2" 4" ACO: POLYMER TYPE 63 AMERICAN STANDARD: 5905.100 WC -2 WATER CLOSETS (ADA COMPLIANT) FLUSH VALVE OPERATION, VITREOUS CHINA, FULLY GLAZED TRAPWAY, 1.28 GALLONS PER FLUSH, FLOOR MOUNTED, BOTTOM OUTLET, 12' ROUGH -IN, 1 1/2" TOP INLET SPUD, 25 PSI MINIMUM WORKING PRESSURE, COLOR: WHITE WATER CLOSET FLUSHING SYSTEM QUIET, EXPOSED, HIGH EFFICIENCY FLUSH VALVE, VANDAL RESISTANT CHROME PLATED CAST BRASS VALVE BODY, INTEGRAL VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING, FLANGE FOR TOP SPUD CONNECTION, VANDAL RESISTANT CONTROL STOP WITH INTERNAL SIPHON -GUARD PROTECTION WATER CLOSET SEAT COMMERCIAL DUTY, EXTRA HEAVY WEIGHT, INJECTION MOLDED SOLID PLASTIC, LARGE MOLDED BUMPERS, STAINLESS STEEL POSTS, SELF-SUSTAINING, CONCEALED STAINLESS STEEL CHECK HINGE HOLDING SEAT IN ANY RAISED POSITION UP TO II DEG. BEYOND VERTICAL, OPEN FRONT, LESS COVER, COLOR: WHITE I" 1 1/2" 3' AMERICAN STANDARD: 3043.001 FCO -I CLEANOUT - FLOOR ACID RESISTING COATED CAST IRON BODY, ADJUSTABLE, GAS AND WATER TIGHT ABS TAPERED THREADED INTERNAL CAST IRON PLUG, VANDAL -PROOF FASTENERS, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, MEDIUM DUTY, ROUND SCORIATED SECURED ACID RESISTING CAST IRON FRAME AND COVER WITH ANCHOR FLANGE, WITH 'CO' IN COVER, INSTALLED FLUSH WITH FINISHED FLOOR. PROVIDE CARPET MARKERS WHERE INSTALLED BELOW CARPET 4' JR SMITH: 4220 SLOAN: 111.128 AMERICAN STANDARD: 5905.100 UR -I URINAL (ADA COMPLIANT) WALL MOUNTED, WHITE VITREOUS CHINA, ELONGATED 14' RIM FROM FINISHED WALL, EXTENDED SIDES, 3/4" TOP MOUNTED INLET SPUD, 2' OUTLET URINAL CARRIER SPECIFICATION 'FIXTURE CARRIER, WALL URINAL SUPPORT SYSTEM, TOP AND BOTTOM SUPPORT PLATES, COATED RECTANGULAR STEEL UPRIGHTS, WELDED FEET, ADJUSTABLE SUPPORT PLATES, MOUNTING FASTENERS, ' MOUNTING HEIGHT 15 1/4" MAXIMUM A.F.F AT TOP OF RIM. 3/4' 1 1/4" 2" AMERICAN STANDARD: 5905.100 ZURN: ZI222 S -I SINK SINGLE BOWL, 300 SERIES STAINLESS STEEL, 30' MINIMUM CABINET SIZE, HIGHLIGHTED SWIRLED SATIN FINISH, TOP MOUNT, SELF RIMMING, FOUR FAUCET HOLES ON 4" CENTERS. SINK FAUCET 4' CENTERS, SINK MOUNTED, SOLID BRASS CONSTRUCTION, CHROME PLATED FINISH, LAMINAR FLOW AERATOR: 1.5 GPM, DUAL HANDLE, 4' WRIST BLADES, INTEGRAL CONCEALED MOUNT MIXING VALVE, SWING SPOUT, HOSE SPRAY, 4 -HOLES. SUPPLIES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE, CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES SINK WASTE POLISHED TYPE 304 STAINLESS STEEL BODY WITH BASKET STRAINER, 1 1/2' 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG, FITS 3 1/2" OPENING, 11/2" NICKEL PLATED BRASS TAILPIECE, RUN PARALLEL AND AS TIGHT TO WALL AS POSSIBLE, INSULATE ALL EXPOSED WASTE LINES 1/2' 1/2' 11/4' 1 1/2' ELKAY: DAYTON GE12521L ELKAY: LKBIIATO8L2 ZURN: 28700 -PC LAV -I LAVATORIES COUNTERTOP SINK, VITREOUS CHINA, SELF -RIMMING, FRONT OVERFLOW, ROUND SHAPED LAVATORY, SIZE: VITREOUS CHINA, FRONT OVERFLOW, 3 FAUCET HOLES CENTERED ON 4' CENTERS, LESS SOAP DISPENSER HOLE, ADA COMPLANT, COLOR: WHITE LAVATORY FAUCET 0.5 GPM METERING FAUCET WITH POLISHED CHROME FINISH, PROVIDE ASSE 1070 TEMPERING VALVE, LAVATORY SUPPLIES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE, CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES LAVATORY WASTE GRID DRAIN STRAINER, 1 1/4" OFFSET TAILPIECE, 1 1/4' 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG, 11/4' CHROME PLATED BRASS WASTE TO WALL LAVATORY PROTECTIVE PIPE COVERS AAA COMPLIANT, CHINA WHITE, ANTI-BACTERIA/FUNGAL, MOLDED VINYL, P -TRAP COVER, TWO ANGLE VALVE AND SUPPLY COVERS, 5" OFFSET TAILPIECE WHEEL CHAIR STRAINER COVER 3/8' 3/8' 1 1/4" 11/4' AMERICAN STANDARD: 0491.019 CHICAGO: LEONARD: 3400-ABCP 170 -LF ZURN: ZURN: 8746 -PC Z8701 -PC TRUEBRO: 103 E -Z PLUMBEREX: X4444 EWC-1 ELECTRIC WATER COOLER DUAL, ELECTRIC WATER COOLER, RECTANGULAR SHAPED BOWL, WALL HUNG, EXPOSED ON WALL, COUNTOURED SHOCK -ABSORBING UPPER SHROUD, NO EXPOSED FASTENERS, HIGH SIDE ON THE LEFT, EASY -TOUCH CONTROLS ON THE FRONT AND SIDES, REFRIGERATED UNIT, REFRIGERANT HFC -134 A CONTROLLED BY CAPILARY TUBE, BASE FLOW RATE OF 8.0 GPH, BARRIER FREE SELF-CONTAINED, ONE PIECE POLISHED STAINLESS STEEL BASIN, INTEGRAL DRAIN GRID, EMBOSSED BUBBLER, ONE-PIECE REMOVABLE LOWER SHROUD FOR ACCESS TO INTERNAL COMPONENTS, LEAD-FREE WATERWAYS, EASILY CLEANABLE SCREEN, SELF-CONTAINED, ONE PIECE POLISHED STAINLESS STEEL BASIN, INTEGRAL DRAIN GRID, EMBOSSED BUBBLER, ONE-PIECE REMOVABLE LOWER SHROUD FOR ACCESS TO INTERNAL COMPONENTS, LEAD-FREE WATERWAYS, EASILY CLEANABLE SCREEN ACCESSORIES SUPPLIES PROVIDE REPLACEABLE WATER FILTER (HWF142) 1/2' COLD WATER SUPPLY WITH CONCEALED STOP WITH WHEEL HANDLE, I/2' CHROME PLATED FLEXIBLE BRASS RISER, I/2" COLD WATER SUPPLY WITH CONCEALED STOP WITH WHEEL HANDLE, 1/2" CHROME PLATED FLEXIBLE BRASS RISER WASTE 1 1/4' 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH CLEANOUT PLUG, 11/4' CHROME PLATED BRASS WASTE TO WALL, CONCEALED IN UNIT, I I/4' 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH CLEANOUT PLUG, 1 1/4' CHROME PLATED BRASS WASTE TO WALL, CONCEALED IN UNIT MOUNTING HEIGHT 31.875 A.F.F 3/8" 11/4' HALSEY TAYLOR: HACBFSBL-Q ADA FMS -I FLOOR MOP SINK MOLDED STONE, PLAIN CURBS, ONE PIECE 24724'XI0' SQUARE BASIN, WITH TILING FLANGE FLOOR MOP SINK FAUCET WALL MOUNTED HOT AND COLD WATER SERVICE FAUCET EXTENDING 9 3/8" FROM BACK OF WALL FLANGE, VACUUM BREAKER, CHROME PLATED, 3/4' HOSE THREAD ON SPOUT, PAIL HOOK, ADJUSTABLE WALL BRACE, FLAT STAINLESS STEEL STRAINER, 24" LONG X 3" WIDE STAINLESS STEEL MOP BRACKET WITH THREE RUBBER GRIPS, 36' LONG HOSE WITH WALL HANGER SUPPLIES I/2" HOT AND COLD WATER WITH CONCEALED STOP WITH WHEEL HANDLE, I/2" CHROME PLATED FLEXIBLE BRASS RISER WASTE DRAIN SHALL BE INTEGRAL STAINLESS STEEL COMBINATION FLAT STRAINER AND LINT BASKET, FACTORY INSTALLED STAINLESS STEEL DRAIN BODY, CAST IRON P -TRAP ACCESSORIES 24' LONG X 3' WIDE STAINLESS STEEL MOP BRACKET WITH THREE RUBBER GRIPS, 36' HOSE WITH HANGER, STAINLESS STEEL SPLASH GUARDS ON ADJACENT WALLS AS REQUIRED 1/2' 1/2' 1 1/4' 2' FIAT: MSB -2424 FIAT: 830 -AA WH -1 WALL HYDRANT CONCEALED 3/4' HOSE CONNECTION WITH INTEGRAL AUTOMATIC DRAINING, ANTI -SIPHON VACUUM BREAKER IN CHROME BOX, LENGTH TO SUIT WALL THICKNESS PROVIDE WITH QUARTER TURN, SQUARE FITTING, T -HANDLE KEY. 1/2' WOODFORD: 865 RH-I ROOF HYDRANT ENCASED, ANTI -SIPHON, AUTOMATIC DRAINING, COPPER CASING, ALL BRONZE INTERIOR WALL HYDRANT WITH NON -TURNING OPERATING ROD WITH FREE-FLOATING COMPRESSION CLOSURE VALVE, VANDAL -RESISTANT LOOSE TEE HANDLE OPERATING STEM, ADJUSTABLE PACKING NUT, INTEGRAL TAMPER PROOF VACUUM BREAKER, SINGLE TEMPERATURE 3/4' INLET MALE END CONNECTION, CHROME -PLATED BOX AND HINGED COVER WITH LOOSE OPERATING KEY MOUNTING MOUNTED IN THE VERTICAL FACE OF MECHANICAL EQUIPMENT CURB AS INDICATED ON PLANS 1/2' ZURN: ZI320-C GF -I GENERIC FIXTURE 1/2' DOMESTIC COLD WATER CONNECTION FOR COFFEE MAKER, PROVIDE DUAL CHECK VALVE FOR CARBONATED BEVERAGE MACHINES (WATTS SD -2 OR EQUAL), PROVIDE BACKFLOW PREVENTION IN ACCORDANCE WITH LOCAL REQUIREMENTS IN AN ACCESSIBLE LOCATION, COORDINATE THE LOCATION AND SIZE OF ALL PLUMBING CONNECTIONS WITH KITCHEN CONNECTION PLANS, MANUFACTURER RECOMMENDATIONS, AND LOCAL REQUIREMENTS PRIOR TO ROUGH -IN. MAKE ANY ADJUSTMENTS NECESSARY TO PROVIDE A FULLY FUNCTIONING FIXTURE, PROVIDE SHUT-OFF VALVE. 1/2' 3'FD-I FLOOR DRAIN STANDARD STRAINER, COATED CAST IRON, TWO-PIECE BODY, DOUBLE DRAINAGE FLANGE, ADJUSTABLE EXTENSION AS REQUIRED BY APPLICATION, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS, INVERTIBLE NON -PUNCTURING MEMBRANE CLAMP, FLASHING CLAMP WITH 24'X24' 4 LB. LEAD FLASHING FOR FLOOR DRAINS INSTALLED ABOVE SLAB ON GRADE, BOTTOM OUTLET, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, POLISHED NICKEL BRONZE FINISH, 5' DIAMETER ROUND STRAINER I 1/4" 3' JR SMITH: 2010 -NB ZURN: 2415B 3'FS-I FLOOR SINK 12' X 12' X 7 3/4" DEEP FLOOR SINK, COATED CAST IRON BODY, WHITE ACID -RESISTING PORCELAIN ENAMEL INTERIOR COATING, ABS ANTI -SPLASH DOME, WHITE STRAINER, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, NICKEL BRONZE 1/2 GRATE, SQUARE 1 1/2' 3' ZURN: FD2376-H WCO-I WALL CLEANOUT ACID RESISTING COATED CAST IRON CLEANOUT TEE, COUNTERSUNK BRONZE PLUG, ROUND STAINLESS STEEL SECURED ACCESS COVER, STANDARD FASTENERS 3' J.R. SMITH: 4710 WADE: 8480R ZURN: 21446 TP -I TRAP PRIMER PRESSURE ACTIVATED TRAP PRIMER, BRASS CONSTRUCTION, PISTON OPERATED, ADJUSTMENT FOR VARIABLE PRESSURES, INSTALL TRAP PRIMER A MINIMUM OF 12' ABOVE THE TRAP BEING SERVED, PROVIDE AIR GAP FITTING WITH 1/2' MALE NPT INLET FITTING AND 1/2" FEMALE OUTLET FITTING, TWO TRAP APPLICATION TRAP PRIMER DISTRIBUTION UNIT COPPER BODY DISTRIBUTION UNIT, 4 - 3/8' FPT BRASS DISCHARGE FITTINGS, I/2' MALE NPT COMPOSITE INLET, PROVIDE PLUGS A5 REQUIRED BY APPLICATION 1/2' PRECISION PRODUCTS: - P2-500 PRECISION PRODUCTS: - DU -4 TP -2 TRAP PRIMER ELECTRONICALLY ACTIVATED TRAP PRIMER, PRE-SET TIMER OPENING ONCE FOR 10 SECONDS EVERY 24 HOURS, 1/2' NPT MALE INLET, 1/2' NPT FEMALE OUTLET, 95-5 LEAD FREE SOLDERED JOINTS, CIRCUIT BREAKER, TEST SWITCH, TIMER SOLENOID VALVE, INSTALL TRAP PRIMER A MINIMUM OF 12' ABOVE THE TRAP BEING SERVED, PROVIDE AIR GAP FITTING WITH 1/2' MALE NPT INLET FITTING AND 1/2' FEMALE OUTLET FITTING, COORDINATE ELECTRICAL CONNECTION REQUIREMENTS WITH ELECTRICAL 0 INSTALLATION, SINGLE TRAP APPLICATION JIN IMll ,(Ikf 11311 IX Tiglas .nginee ing Associsbs, Inc. expressly reser es its common Iaw ?ties FmgineI L pLJns.. Al? nines data, plans, drawings and specifications are the property of Tglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tglas Engineering Associates, Inc. No liability is assured for deviations from these documents. 1/2' PRECISION PRODUCTS: - MINI -PRIME DOMESTIC WATER SERVICE CALCULATIONS FIXTURE WSFU (5) WATER CLOSET, 1.6 GPF FLUSH VALVE 25.0 (I) URINAL, 1.0 GPF 4.0 (4) LAVATORY 4.0 (I) MOP SINK 3.0 (I) BAR SINK 2.0 (2) ICE MAKER 2.0 (2) DRINKING FOUNTAIN 1.0 (4) HOSE BIBB 4.5 EXISTING BUILDING 27.5 TOTAL WSFU = 73 2015 UPC APPENDIX A, CHART 4103.1(2) FOR ESTIMATING DEMAND 73 WSFU = 58 GPM STATIC LOSS CALCULATIONS: HEIGHT OF HIGHEST FIXTURE ABOVE MAIN DOMESTIC WATER STUB UP * 20 FEET PRESSURE DROP AT HIGHEST FIXTURE = 0.433 X 20 FEET * 8.6 PSI BUILDING STATIC PRESSURE DROP * 8.6 PSI FRICTION LOSS CALCULATIONS: MINIMUM PRESSURE REQUIRED AT MOST DEMANDING FIXTURE * 20.0 PSI WATER METER PRESSURE DROP * 7.0 PSI BACKFLOW PREVENTER PRESSURE DROP (BASED ON WATTS 009M RPZ) * 10.0 PSI TOTAL DEVELOPED LENGTH OF DISTRIBUTION PIPING = * 600 FEET DISTRIBUTION PIPING IS SIZED FOR 2.4 PSI PER 100 FEET FRICTION LOSS. TOTAL DISTRIBUTION SYSTEM FRICTION LOSS = (70 PSI - 45.6 PSI) X 100 FT / 600 FT 4.1 PSI TOTAL BUILDING PRESSURE DROP 45.6 PSI PIPE SIZING: 4.1 PSI/100' FRICTION LOSS 1/2" = 2 GPM =I FU =- FU 3/4" = 6 GPM =7 FU =- FU 1" = 12 GPM =16 FU =- FU 1-1/4' = 21 GPM =32 FU =- FU I-1/2' = 32 GPM =58 FU =15 FU 2' = 66 GPM =205 FU =95 FU CONCLUSIONS: EXISTING 2" BUILDING WATER SUPPLY PIPE TO REMAIN EXISTING PRESSURE AT BUILDING PRESSURE REDUCER = * 70.0 PSI * CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT BUILDING DOMESTIC WATER STUB -UP, DOWNSTREAM OF METER AND BACKFLOW PREVENTER. NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY IF MINIMUM PRESSURE REQUIREMENT IS NOT AVAILABLE. PLUMBING FIXTURES SANITARY (DFU) FIXTURE (5) WATER CLOSET, 1.28 GPF FLUSH VALVE (I) URINAL, 1.0 GPF (4) LAVATORY (I) MOP SINK (I) KITCHEN SINK (1) DRINKING FOUNTAIN (2) 2' FLOOR DRAIN (1) 3' FLOOR SINK DFU 30.0 2.0 4.0 4.0 2.0 1.0 6.0 5.0 TOTAL DFU = 54 DOMESTIC WATER METER SIZING * WATER METER IS EXISTING WITH PRESSURE AT 70 PSI, 73 WFU, 1 }' METER WITH 2" DISTRIBUTION. * PER EXISTING DRAWINGS ELECTRICAL WATER HEATERS MARK LOCATION KW GAL/HR 411 90 DEGREE RISE ELECTRICAL STORAGE CAP MANUFACTURER REMARKS VOLTS PHASE HWH-I UTILITY CLOSET 3 14 277 1 20 GALLONS AO SMITH DEL 20 EXPANSION TANKS MARK LOCATION SERVES MINIMUM ACCEPTANCE WORKING PRESS (PSI) SIZE (APPROX) MANUFACTURER REMARKS ET -I 1 DOM. HW 2.1 150 10'0x10 3/8' AMTROL MODEL ST -5-C *NOTE: CONTRACTOR SHALL ADJUST PRE -CHARGE OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE PRIOR TO INSTALLATION. PUMPS MARK LOCATION SERVICE GPM HEAD (FT.) MOTOR DATA RPM TYPE MFR. REMARKS HP VOLTS PH CYC. P -I LOADING DOCK TRENCH DRAIN 50 13 1/2 115 I 60 1725 SPLIT CAP. ZOELLER M98 PROVIDE ZOELLER OIL GUARD SYSTEM. MOUNT FRAM/NG TO STRUCTURE SECURE BRACKET TO WALL MIN 6 PLACES 1/4" X 2' GUSSET 3/4' CDX PLYWOOD, PAINT 2-1/2" x 2-1/2" x 1/4" ANGLE FRAME,' CLEAN, PR/ME, 8 PAINT ALL STEEL DRAIN PAN 304*VIVi4te)' 18 30' 30' NOTE: UNIT SHALL BE MOUNTED ATB' -0' A.F.F.. /NSTALL PER ALL LOCAL CODE REQUIREMENTS. SUPPORT PLATFORM SHALL BE DESIGNED TO SUPPORT A MAX/MUM WEIGHT OF 450 LBS. PAINT BRACKET WITH TWO (2) COATS OF SW/DTM, BLACK. (TYP) 3/16' DRAIN PAN DRAIN, ROUTE TO 8 TERMINATE AT MOP S/NK WITH 2' AIR GAP WATER HEATER MOUNTING NOTSCALE NOT TO SCALE /NSTALL PER PDI STANDARDS AND MANUFACTURER'S INSTRUCT/ONS SINGLE FIXTURE PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A I/2' I-II B 3/4" 12-32 C I' 33-60 D I-1/4' 61-113 E I-1/2' 114-154 F 2' 155-330 FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY/SINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 THERMOMETER SHUTOFF VALVE (TYP) SEE PLANS FOR PIPE SIZES (TYP) S 'I UN/ON (TYP) ELECTR/CAL CONNECT/ON - 10 AMTROL AST -5-C EXPANSION TANK VOLUME = 2.1 GALLONS ACCEPTANCE = 0.9 GALLONS VACUUM REL/EF CHECK VALVE (TYP) LEAVE IN OPEN POSIT/ON, REMOVE HANDLE WH--/ SE/SM/C STRAP TOP 8 / 1" BOTTOM -/ WATER HEATER SEE PLANS FOR PIPE S/ZES (TYP) T8P RELIEF VALVE (ROUTE TO MSB) DRAIN VALVE WITH HOSE CONNECTION. WATER TIGHT REINFORCED GALVANIZED DRAIN PAN. 3/4"DRAIN ROUTE TO MOP SINK BELOW, TERM/NATE WITH AN AIR GAP. 02WATER HEATER DETAIL NOT TO SCALE IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROV/DE ANOTHER WHA IN MIDDLE, EACH S/ZED FOR HALF THE FIXTURE UN/TS HOT OR COLD WATER SUPPLY TO F/XTURES • TO F/XTURES / • r****# TO F/XTURES MULTIPLE FIXTURES 1 TO F/XTURES PLUMB/NG CONTRACTOR SHALL PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMB/NG PRODUCTS, WATTS OR APPROVED EQU/VALENT WITH PISTON AND 0 -RING CONSTRUCT/ON, HAVING PD/ #WH 201, ASSE #/010 AND ANSI #A//2.26.IM CERTIFICATION. /NSTALL IN HORIZONTAL OR VERTICAL POS/TION, BUT NEVER UPSIDE DOWN. /NSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UN/TS AS SHOWN ON THE DRAW/NGS AND/OR PER THE TABLES SHOWN ABOVE. WATER HAMMER ARRESTERS NOT TO SCALE Tigias Engineering Associates, Inc Cons nn Enginoers Mum 602.992.3000 Fat 002.992.1541 009 L°J. Maryland flue. Phoenix, t1L 05013 Jamie@UolaseaO.com 7111# m22 MP SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 WWW.SRA360.COM STRUCTURAL: my; 00 JW O LIS 0 a_ Fr) CV N O Co O 0 rr) Q CD z N + -la 1- w 0 d DATE: 8-3-2017 ISSUED FOR: PERMIT SUB ITT A6 - REVIEWED FOR t,bDEr COMPLIANCE APPROVED REVISION NO.: 3 JOB NO.: SHEET TITLE: PLUMBING DETAILS \N 04 2018 ty of Tukwila BUILDING DIVISION 7-0270 SHEET NO.: P400 GAS COCK WITH PLUGGED 1/8' NPT TEST GAUGE CONNECTION. LOCATE A MINIMUM OF 14' ABOVE SURFACE OF ROOF PRESSURE REDUC/NG VALVE WITH INTERNAL VENT VENT ELBOW DOWN PLUGGED //8' NPT TEST GAUGE CONNECTION CONNECT TO UNIT GAS CONTROL W/TH GROUND JOINT UN/ON, PROV/DE GROMMET FOR WATER TIGHT SEAL GROUND JO/NT UNION ,11 11 C0IwI—IIIIIIiIII—I ROOF TIglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights In tf>ese plans. All designs, Information, data, plans, drawings andific ations are the property of Tips Engineering Assodates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Assodates, Inc. No liability Is assumed for deviations from these documents. DIRT LEG NOTE: I. ARRANGE PIPING TO ALLOW FULL 8 FREE MOVEMENT OF ROOFTOP EQUIPMENT DOORS 2. CONTRACTOR SHALL VER/FY ALL MECHANICAL GAS FIRED EQUIPMENT CONNECT/ON LOCATIONS IN THE FIELD PRIOR TO INSTALLING GAS PIPE MAINS OR BRANCHES. ROOF TOP UNIT SEALANT STAINLESS STEEL CLAMPING RING PRE -MOLDED P/PE FLASH/NG BOOT HEAT WELDED LAB BY ROOFING CONTRACTOR ATTACH B2400 STRUT TO BAR JOIST, SECURE PIPE WITH P/PE CLAMP 14 NATURAL GAS PIPING CONNECTION NOT TO SCALE CENTER PAD BELOW P/PE STAND MIRO MODEL PAD /6 3/4 X 19 3/4' x //8" MIRO INDUSTRIES PILLOW BLOCK MODEL #5 -RAH PIPESTAND MINIMUM SPACING FOR PIPE SUPPORTS PIPE SIZE (IN.) SPACING (FT.) MIN. ROD SIZE (IN.) HORIZONTAL 1/2 6 3/8 3/4 TO 1 1/4 8 3/8 1 I/2 TO 3 10 1/2 VERTICAL 3 1/2 TO 5 EACH FLOOR , 0 0 PIPE (SEE PLANS FOR SIZE) PILLOW BLOCK PIPE STAND MIRO MODEL PAD /6 3/4' X /9 3/4' X l/8" 0 0 PLAN ROOFING MATER/AL —\ d SEE PLANS FOR P/PE SIZES. PROV/DE PROTECT/VE COATING; PRIME PIPE AND F/TT/NGS W/TH A COMPATIBLE PRIMER PRIOR TO APPLICATION OF PAINT. PROVIDE LUSTERLESS ALKYD ENAMEL. PRIMER SHALL BE SYNTHETIC RUST -INHIBITING PRIMER. PROVIDE TWO (2) COATS LUSTERLESS ALKYD ENAMEL. COLOR SHALL BE GREEN UNLESS OTHERW/SE REQUIRED BY LOCAL AUTHOR/TY. PROV/DE ALUMINUM PIPE STRAPS. FASTEN TO PIPE STAND PER MANUFACTURER'S RECOMMENDATIONS PIPE SHALL REST FIRMLY ON PIPE STAND WITHOUT GAPS P/PE STANDS ARE ADJUSTABLE FOR PROPER ELEVATION OF VARIOUS SIZE PIPE TO MAINTA/N LEVEL PIPING NO SHIMS OR BLOCKS ARE PERMITTED .41yrotvV1't1tt1w4 Nv. yV v.1ttvV reo.t 1'• NpV NOVt1in4N010W4 4 t'1,VA" A N""l4tt•rf""tt / N"' V V V V U V V V V V V SECTION 8 ROOF MOUNTED PIPING SUPPORT DOME STRAINER — GRATE —� NOT TO SCALE DRAIN PIPE -AIR GAP=2x v" MIN. 2' A/R GAP —ac - r WALL (SEE PLANS) VENT P/P/NG LOCATED IN WALL ' 1. 1111 I II 11 —I I: II I— rr FIN. FLOOR r'] C-4) FLOOR SINK DETAIL NOT TO E NOT TO SCALE ANGLE AND CLAMP FOR RIGID INSTALLATION UN/ON ELBOW ADDITIONAL WOOD BLOCKING COORDINATE W/TH G. C. SHUT-OFF VALVE CWS, SEE SHEET SEE P100 FOR ROUTING ROOFTOP UNIT ROOFTOP UN/T CURB ASSEMBLY METAL FLASH/NG, REFER TO ARCHITECTURAL DRAW/NGS SEAL TO ROOF CURB ROOF HYDRANT (RH-I) W/TH VACUUM BREAKER/BACKFLOW PREVENTER, AUTOMATIC DRAINING ROOF INSULATION ROOF DECK 013ROOF CURB HYDRANT DETAIL NOT TO SCALE EXTEND CONDENSATE TO A PO/NT 36' BEYOND RTU ON DOWNHILL SIDE OF ROOF AND SPILL ONTO SPLASH BLOCK (BYG.C.) ROOFTOP UNIT NOTE. I. VERIFY UNIT CONNECT/ON LOCATION (SOME MAY HAVE BOTTOM OUTLET OR NOT REQUIRE EXTERNAL TRAP). 2. ARRANGE PIPING TO ALLOW FULL 8 FREE MOVEMENT OF ROOFTOP EQUIPMENT DOORS. ADAPTER AS REQUIRED TO RTU CONNECTION WITH UNION SCREENED VENT OUTLET ROOF CURB CONDENSATE DRAIN PIPE SAME SIZE AS RTU DRAIN, BUT NOT LESS THAN 3/4" PIPE STAND (STACK AS NEEDED) SLIP SHEET PIPE 5/4' VENT MINIMUM 4' DEEP TRAP FIPT ADAPTER `—ROOF PLUG MIPTFOR CLEANOUT 8 WINTERIZATION DRAIN ROOFTOP UNIT CONDENSATE TRAP NOT TO SCALE TERM/NATE SLEEVE FLUSH W/TH FIN/SHED WALL SURFACES SEAL 01? CAULK SLEEVES THRU FIRE WALLS IN SMOKE T/GHT MANNER AND TO MEET FIRE RATING OF WALL (REFER TO ASTM E-8/4) PIPE AND INSULATION TO BE CENTERED IN SLEEVE. DO NOT SUPPORT PIPE FROM SLEEVE CONCEALED PIPING STANDARD WEIGHT STEEL P/PE SLEEVE OF S/ZE TO PASS PIPE AND INSULAT/01 PLUS GAP AS REQUIRED BY LOCAL CODES. (25 GA. SPL/T WALL SLEEVE ALSO ACCEPTABLE) FINISHED ESCUTCHEON PLATE FLUSH AGA/NST WALL AND OF S/ZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE PIPING EXPOSED TO VIEW NOTE: PROVIDE FOR ALL MASONRY WALLS AND FIRE RATED WALLS PIPE SLEEVE AT INTERIOR WALLS NOT TO SCALE THERMOPLASTIC SLEEVE AND ANCHOR COLLAR (WATERSTOP) WALL LINK SEAL TYPE CENTURY -LINE SLEEVE MODEL CS (PROVIDE FIRE RATED SEALANT IN FIRE RATED WALLS) LINK -SEAL TYPE WALL PENETRATION SEAL MODEL LS STAINLESS STEEL EUSTACHIAN PLATE WHERE LOCATED ABOVE GRADE PIPE SLEEVE AT EXTERIOR WALLS NOT TO SCALE //2' COLD WATER SUPPLY CONNECT/ON If -COPPER BELOW GRADE NO FITTINGS OR SPLICES BELOW GRADE CONNECT TO FLOOR DRAIN (TYPICAL) SLOPE FLOOR TO FLOOR DRAIN TRAP WATER LEVEL FLOOR DRAIN DETAIL NOT TO SCALE METAL CAB/NET TRAP PR/MER F/XED AIR GAP DISTRIBUTION UNIT /2' MINIMUM TO HORIZONTAL RUN IN PIPE %f' COPPER (TYP.) 1/2' FLEX/BLE FLOOR DRAIN FLOOR DRAIN TRAP 2 PRIMER DETAIL NOT TO SCALE NOTE: TRAPEZE HANGERS ARE ACCEPTABLE ANGLE (/F REQUIRED BY M. C.) HUB AND SP/GOT PVC PIPE BELOW FLOOR SANITARY OR STORM SEWER LINE FLOOR SLAB ON GRADE Q' a: 0 MEMBRANE CLAMP itr—SAME SIZE AS SEWER UP TO 4' MAXIMUM LONG SWEEP ELBOW AT END OR TURN OF RUN COMBINATION WYE AND EIGHTH BEND /N RUN. ENTER TOP OF PIPE 1 NOTES: /. LOCATE AT BUILDING EX/T, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS /8' CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. 2. PROVIDE ROUND SECURED CAST IRON ADJUSTABLE TOP W/TH CO' CAST IN COVER. PROV/DE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN PVC BODY. .(I r FLOOR CLEANOUT DETAIL NOT TO SCALE r PLAN COVERS SHALL HAVE THE LETTERS CO' ON TOP RECTANGULAR CONCRETE COLLAR CLOW COVER 8 FRAME OR APPROVED EOUAL SURFACE VAR/ES, SEE PLANS HOT POURED JOINT COMPOUND SAME SIZE AS P/PE UNDISTURBED EARTH • 7714 'Pff---1-0 ATTACH TO STRUCTURE VIA METHOD APPROVED BY ARCHITECT SECTION TWO WAY CLEANOUT DETAIL NOT TO SCALE HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEWS , INSULATION INSULATION SHIELD PIPE HANGER DETAIL NOT TO SCALE Engineering Associates, Inc Consulting Engineers Rift 602.902.3900 Nt 602.992.1511 600 I'd. Maryland dye. ',hunt l8rnHe@tialaseno.cam TEA# 11122 MP SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P 480.515.5123 F: 602.513.7193 www.sRA360.coM ARCHITECT: STRUCTURAL: 00 17 w c.> ) N N Cn rn 0 co 1/40 O 11 I i-= cJ rt w rL >- 0 O U -1 Q 11.1z oUJ c5 Z CEJ O — 0 O LL_ RECEIVED > pETY OF TUKWILA }' 2 0 2017 PERMIT CENTER DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DTE: - L COL JOB NO.: 17027 ( SHEET TITLE: PLUMBING DETAILS BU I SHEET NO.: P500 VIEWED FOR )E COMPLIANCE APPROVED JAN 0 4 2010 ify of Tukwila .DING DIVISION