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HomeMy WebLinkAboutPermit PG18-0133 - SOUND TRANSIT - WATER CLOSET, LAVATORY, WALL HYDRANT, HOSE BIB, ELECTRIC WATER HEATER ETCSOUND TRANSIT 3651 SOUTHCENTER BLVD PG1 8-0133 Parcel No: Address: f _1 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 0043000300 Permit Number: PG18-0133 3651 SOUTHCENTER BLVD Project Name: SOUND TRANSIT Issue Date: 12/4/2018 Permit Expires On: 6/2/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CPSRTA (SOUND TRANSIT) 401 S JACKSON ST, SEATTLE, WA, 98104 KAYLENE NELSON 1221 SECOND AVE N , KENT, WA, 98032 HERMANSON COMPANY LLP (GENERAL) 1221 2ND AVE N , KENT, WA, 98032- 2945 H E R MACL005 BJ Phone: (253) 359-7147 Phone: (206) 575-9700 Expiration Date: 8/25/2020 DESCRIPTION OF WORK: PROVIDE AND INSTALL (1) WATER CLOSET, (1) LAVATORY W/FAUCET, (1) WALL HYDRANT, (1) HOSE BIB, (1) TRAP PRIMER, (1) EXPANSION TANK, (1) TANK -TYPE ELECTRIC WATER HEATER. Valuation of Work: $15,999.00 Water District: 125 Sewer District: VALLEY VIEW Fees Collected: $167.72 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: (Z -4-14Y 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 per a d agree to the conditions attached to this permit. Signature: Print Name: Ce/ -Q Ale(36-) Date: ii/ LI �p This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 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 15: Applicant shall obtain a separate permit from Tukwila Fire Dept. for any fire sprinkler work. 16: Applicant shall obtain a separate permit from Tukwila Fire Dept. for any fire sprinkler work. 17: Sanitary sewer work outside the building shall be permitted by Valley View Sewer District phone (206) 242- 3236. l� 18: Sanitary sewer work outside the building shall be permitted by Valley View Sewer District phone (206) 242- 3236. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKLA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. 4 33 Project No. Date Application Accepted: 11 Date Application Expires: S-13 -17 (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 King Co Assessor's Tax No.: Site Address: ?(L,5\ -SOLA'An tr\-kif Tenant Name: Sound Transit Suite Number: PROPERTY OWNER Name: Kaylene Nelson Name: Sound Transit City: Kent State: WA Zip: 98032 Address: /Souvilv Email: KAYLENE.NELSON@HERMANSON.COti State- -1)16A1.1A Zip:1, 4ISIM CONTACT PERSON — person receiving all project communication Name: Kaylene Nelson Address: 1221. 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax: Email: KAYLENE.NELSON@HERMANSON.COti Floor: New Tenant: Yes N.. No PLUMBING CONTRACTOR INFORMATION Company Name: Hermanson Company Address: 1221 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax: Contr Reg No.: HERMACLOO5NJ Exp Date: 08/25/2020 Tukwila Business License No.: BUS -0994464 Valuation of Project (contractor's bid price): $ 15,999 Scope of Work (please provide detailed information): Provide and Install (1) Water Closet, (1) Lavatory w/ faucet, (1) wall hydrant, (1) hose bib, (1) trap primer, (1) expansion tank, (1) tank -type electric water heater. Building Use (per Int'l Building Code). Occupancy (per lnt'l Building Code): Utility Purveyor: Water. bb Applications Forms -Applications On Line 201 Applications Plumbing Permit Application Revised 8-0-11 .docx Revised: August 2011 bh Sewer: Page 1 of 2 r Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity/below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap 1 Sinks 1 Rain water system — per drain (inside building) 2 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) 3 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory 1 Urinal 1 Water heater and/or vent 2 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 3 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 1 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 3 Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewcr 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 Trap Primer, 3 Hose Bib, Wall Hydrant 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 Budding 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 0 .t:LF 0 UT S RIZED A _ENT: Signature Date: 11/13/2018 Print Name: f aylene Nelson Day Telephone: (253) 359-7147 Mailing Address: 1221 2nd Avenue N 1-1: Applications Forms -Applications Un Line 201 1 Applications Plumbing Permit Applic Revised: August 2011 bh n Revised 8-9-1 I.docx Kent WA 98032 City State Zip Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $138.44 PG18-0133 Address: 3651 SOUTHCENTER BLVD Apn: 0043000300 $138.44 Credit Card Fee $4.03 Credit Card Fee R000.369.908.00.00 0,00 $4.03 PLUMBING $128.01 PERMIT FEE R000.322.100.00.00 0.00 $80.58 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 WATER HEATER FIXTURE FEE R000322.103.00.00 0.00 $14.28 TECHNOLOGY FEE $6.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15962 R000.322.900.04.00 0.00 $6.40 $138.44 Date Paid: Tuesday, December 04, 2018 Paid By: KAYLENE NELSON Pay Method: CREDIT CARD 822582 Printed: Tuesday, December 04, 2018 2:10 PM 1 of 1 firrfISIF k 11 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 12/04/2018 02:09:49 PM CREDIT CARD SALE VISA CARD NUMBER: **********0057 K TRAN AMOUNT: $138.44 APPROVAL CD: 822582 RECORD #: 000 CLERK ID: jazzel {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy hups://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod—printTra... 12/4/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 12/04/2018 02:09:49 PM CREDIT CARD SALE VISA CARD NUMBER: **********0057 K TRAN AMOUNT: $138.44 APPROVAL CD: 822582 RECORD #: 000 CLERK ID: jazzel Thank you! Customer Copy https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTra... 12/4/2018 ecept-Number R15817 :y PermitTRAK $29.28 PG18-0133 Address: 3651 SOUTHCENTER BLVD Apn: 0043000300 $29.28 Credit Card Fee $0.85 Credit Card Fee R000.369.908.00.00 0.00 $0.85 PLUMBING $28.43 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15817 R000.322.103.00.00 0.00 $28.43 $29.28 Date Paid: Tuesday, November 13, 2018 Paid By: KAYLENE NELSON Pay Method: CREDIT CARD 186594 Printed: Tuesday, November 13, 2018 9:09 AM 1 of 1 SYSTEMS Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/13/2018 09:09:19 AM CREDIT CARD SALE VISA CARD NUMBER: **********0057 K TRAN AMOUNT: $29.28 APPROVAL CD: 186594 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 11/13/2018 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(3-°133 P ect: SbLtnell e T e of Inspection: 1.7 iticiL Address: 365Sxcgeeedkr 6614 Date Called: SpecialInstructions: n, iXO Date Wanted: /Z-3 - Z -019 -p.m. a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: PL Inspector:3 t } REINSPECTION FEE REQUIRED. Prior to next inspecti n, f must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 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 Pr 'ect: wG1 Fr1kA/S i r7 InIn 114, Address: 3105 , E ate Called: �� Special Instructions: ate Wanted: 7- l9 -2a/9 Requester: Phone No: ElApproved per applicable code orrections require prior to approval. COMMENTS: r 1 God, Netkh- s40-7 Inspector' Date: 19 -zolg n 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 Pip IS ot33 Project: �j p� Type of Inspection: ;7 Address: "o1 awn Date Called: Special Instructions: Date Wanted: Requester: G9 t Phone No: Approved per applicable codes. El Corrections required prior to approval. MMENTS: inspector: Date: � -(_ 1,01 REINSPECTI©N E 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 CTION 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 RI lb 0133 Project; Type of Inspection: Address: 3 (o.51 %tlAZAW-Cl et..../0 Date Called: Special Instructions: Date Wanted:�a 41-3-L9 m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ea/mo karz.tc 4,47feJtek> Inspector: REINSPECTIO FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. \ PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0133 DATE: 11/13/18 PROJECT NAME: SOUND TRANSIT SITE ADDRESS: 3651 SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter #_ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: k !WU Building Division Public Works lt Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator DATE: 11/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 12/13/18 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire Ping PW Staff Initials: 12/18/2013 Non -Residential Sewer"AJse Certification Sewage Treatment Capacity Charge To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type Property Street Address City State ZIP Owner's Name Owner's Mailing Address City State ZIP Owner's Phone Number including Area Code Property Contact Phone Number including Area Code Party to be Billed (if different from owner) Address City State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 I; Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 i1--) Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units _ 20 RCE King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Subdivision Name Subdiv. # Building Name (if applicable) City or Sewer District Date of Connection Side Sewer Permit # CITY 0�tk NU V 13 ZO11 Please report any demolitions of pre-existint ron mis property Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ❑ No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date Type of structure demolished "Ci Request to apply demolition credit to multiple structures? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) A 2S +B ,ZS Total RCE Pursuant to King County Code 28.84.050, alt sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. I understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that ar eevi-tion may result in a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative 1610 6969w nonres_sewer_cap_chg_105a.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer Date 11�131� � (Rev. 10/16) HERMANSON COMPANY LLP Washington State Department of Labor & Industries Howe Espanol Contact Safety & Health Claims & Insurance Page 1 of 3 Search L&I AZ Index Help My L&I Workplace Rights Trades & Licensing HERMANSON COMPANY LLP Owner or tradesperson Principals NICOLAISEN, KNUT H, PARTNER/MEMBER BROCK, DANIEL L, PARTNER/MEMBER FOX, DEAN M, PARTNER/MEMBER HENGEL, STEPHEN A, PARTNER/MEMBER DYCKMAN, KENNETH A, PARTNER/MEMBER ROBINETT, PAUL J, PARTNER/MEMBER HERMANSON, RICHARD L, PARTNER/MEMBER ALMON, KEVIN, PARTNER/MEMBER (End: 08/05/2010) MACDONALD, JAMES, PARTNER/MEMBER (End: 08/05/2010) Doing business as HERMANSON COMPANY LLP WA UBI No. 602 004 844 1221 2ND AVE N KENT, WA 98032-2945 206-575-9700 KING County Business type Limited Liability Partnership Governing persons CORP HERMANSON LLC HERMANSON GROUP; 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. HERMACLOO5BJ Effective — expiration 01/11/2000— 08/25/2020 Bond WESTERN SURETY CO Bond account no. 929381801 $12,000.00 Received by L&I Effective date 12/01/2005 01/01/2006 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACLOO5BJ&SAW= 12/4/2018 HERMANSON COMPANY LLP Insurance Transportation Ins Co Policy no. 6043050846 $1,000,000.00 Received by L&I Effective date 08/16/2018 08/21/2018 Expiration date 08/21/2019 Insurance history Savings No savings accounts during the previous 6 year period. 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 No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 409,648-01 Doing business as HERMANSON COMPANY LLP Estimated workers reported Quarter 3 of Year 2018 "Greater than 100 Workers" L&I account contact T4 1 TERRI MADISON (360)902-4654 - Email: KIRT235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/13/2018 Inspection no. 317950430 Location 3855 Montevilla Pkwy Bothell, WA 98021 Inspection results date 05/22/2018 Inspection no. 317948819 Location 1221 2nd Ave N Kent, WA 98032 Inspection results date 03/05/2018 Inspection no. 317948149 No violations Violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 12/4/2018 r comfort station implementation - tibs\Drawings\01 working drawings \M0.01 Mechanical Schedule.dwg I Layout: M0.01 5 1 4 3 ce ice 2 0 8 0 L N I ;Si N 3 2 0 cp 0 O 3 w y -C 22w E ka to a CWv 'C '^ ,ii C N CO =I g Co Y , N V 0 Q om K ‚Cu N w • PI W 0 en Q a: a' 2 1 1 4 B a MECHANICAL LEGEND SYMBOL DESCRIPTION - - COLD WATER (CV ) HOT WATER (HW) -- WASTE OR SAN. SEWER - -- VENT(V) LI PIPE DOWN PIPE UP p 1A BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION Ill A BRANCH - SIDE CONNECTION -'' FLOW DIRECTION o FLOOR CLEANOUT (FCO) OR SURFACE CLEANOUT (SCO) AS INDICATED WALL CLEANOUT (WCO) e---II _III_ I VENT THRU ROOF (VTR) GATE VALVE (GV) FI BUTTERFLY VALVE PRESSURE REDUCING VALVE (PRV) If 1.J CHECK VALVE (CV) FREEZEPROOF WALL HYDRANT (FWH) HOSE BIBB (HB) -c_ REDUCER STRAINER --I.}- UNION -+I OR lc DRAIN VALVE WITH HOSE CONNECTION OR HOSE BIBB BACKFLOW PREVENTER ASSEMBLY BFP 0 FLOOR DRAIN (FD) QT ROOM TEMPERATURE SENSOR/THERMOSTAT BACKDRAFT DAMPER (BIM) -- I -- el ROOM TEMPERATURE SENSOR/THERMOSTAT (13 POINT OF CONNECTION M.C. MECHANICAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR G.C. GENERAL CONTRACTOR (E) EXISTING C a a D a MECHANICAL GENERAL NOTES 1. STANDARD CURRENT TRADE PRACTICES & METHODS APPLY TO THIS PROJECT. ALL WORK IS TO MEET REQUIREMENTS OF ALL CURRENT CODE & LOCAL JURISDICTIONAL REQUIREMENTS AND AMENDMENTS. THESE CODES INCLUDE BUT ARE NOT LIMITED TO WASHINGTON STATE ENERGY CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, UNIFORM PLUMBING CODE, NFPA, INTERNATIONAL FIRE CODE, & LOCAL JURISDICTIONAL REQUIREMENTS. COMPLY WITH ALL MANUFACTURER'S REQUIREMENTS. COORDINATE WITH OWNER'S REPRESENTATIVE FOR ANY VARIANCES. 2. DRAWINGS ARE DIAGRAMMATIC ONLY & NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. VERIFY LOCATION & MEASUREMENTS OF ALL ITEMS ON THE JOB SITE PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ALL OFFSETS & ADDITIONAL DUCTWORK & PIPING AS NECESSARY TO AVOID STRUCTURAL ELEMENTS ON THE PROJECT. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS & COORDINATE WITH OTHER TRADES. THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THIS COORDINATION OR FOR EXTRA MATERIAL REQUIRED IN ORDER TO ACCOMPLISH THIS TASK. 3. PROVIDE COMPLETE & FULLY -OPERATING SYSTEMS. 4. COORDINATE LOCATIONS OF ALL EQUIPMENT & APPURTENANCES WITH OTHER TRADES. 5. ALL EQUIPMENT SHALL BE REGULARLY CATALOGED ITEMS OF THE MANUFACTURER & SHALL BE SUPPLIED AS A COMPLETE UNIT IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD SPECIFICATIONS. ANY OPTIONAL ITEMS REQUIRED FOR PROPER INSTALLATION SHALL BE INCLUDED UNLESS OTHERWISE NOTED. 6. ANY CUTTING, PATCHING & PAINTING OF BUILDING ELEMENTS & FINISHED SURFACES IS TO BE DONE BY THE GENERAL CONTRACTOR. 7. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL SE SECURELY FASTENED IN PLACE. B. ALL EQUIPMENT SHALL BE LABELED PER PLANS & THE REQUIREMENTS OF THE SPECIFICATIONS. 9. CAULK & FLASH ALL PENETRATIONS PER CODE. 10. ADJUSTING & BALANCING: ADJUST EACH PART OF SYSTEM TO ENSURE PROPER FUNCTIONING OF ALL CONTROLS & SPECIFIED AIR DISTRIBUTION. LEAVE ENTIRE SYSTEM IN OPERATING CONDITION. 11. PROVIDE OPERATING & MAINTENANCE MANUALS (O&MS), RECORD DRAWINGS, & OWNER TRAINING. 12. DOMESTIC PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE. DOMESTIC HOT WATER PIPE INSULATION SHALL BE KaD.24, 1" THICK, EXCEPT RUNOUTS UP TO 12' SHALL BE 1/7THICK. DOMESTIC COLD WATER PIPE INSULATION SHALL BE K=0.24, 1/2" THICK FOR PIPING 1" & LESS. INCREASE THICKNESS BY 1/2" FOR PIPING EXPOSED DIRECTLY TO OUTDOOR CONDITIONS. 13. PROTECT PIPING INSULATION PER REQUIREMENTS OF WSEC C403.2.9.1 14. VENTILATION SHALL BE PROVIDED PER IMC CHAPTER 4. 15. SEAL & TEST ALL DUCTWORK AS REQUIRED PER IMC, WSEC C403.2.8.3 LEAKAGE REQUIREMENTS, & IBC VAPOR RETARDER REQUIREMENTS. DUCTWORK DESIGN PRESSURE IS 1'. 16. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 17. PROVIDE CLOSEOUT DOCUMENTS IN COMPLIANCE WITH C103.6 18. PROVIDE WATER HAMMER ARRESTOR ON CW+HW PIPING SERVING P-1, P-2. 19. INSTALL TANKLESS WATER HEATER IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 20. DOMESTIC WATER PIPING SHALL BE TYPE L COPPER ABOVE GRADE AND TYPE K COPPER BELOW GRADE FITTINGS SHALL BE WROT COPPER. BALL VALVES SHALL BE LEAD BRASS. APOLLO 94ALF-A OR EQUAL. 21. WASTE AND VENT PIPING SHALL BE NO HUB CAST IRON SOIL PIPE (ASTM A888) WITH IRON FITTINGS. JOINTS SHALL BE CI5PI 310 WITH NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES CONFORMING TO ASTM C1277 SLOPE PIPING AT 1/4° PER FOOT. 22. WATER AND WASTE PIPING SHALL BE SEPARATED BY A MINIMUM OF 12" BOTH VERTICALLY UP AND HORIZONTALLY. WATER PIPE SHALL BE ABOVE WASTE PIPING. 23. PROVIDE CHROME PLATED STEEL PIPING ESCUTCHEON AROUND ALL PIPE PENETRATIONS. 24. DUCTWORK SHALL BE INSULATED IN COMPLIANCE WITH WSEC C403.2.8 PROVIDE R-7 AT A MINIMUM. IT dr dC _...cal ❑ .:.i:;:ng 0:3 rip!r; CG. j c; T; ' RUll.r ., r:.!I �ON F a F a H EXHAUST FAN SCHEDULE UNIT NO MANUFACTURER MODEL AREA SERVED TYPE PERFORMANCE POWER CONNECTION STARTER BY EC. DISCONNECT BY E.C. BACK DRAFT DAMPER SPEED CONTROLLER WEIGHT (POUNDS) NOTES CFM ESP (IN) RPM SORES W VOLT/PH EF-1 GREENHECK SP-180 RESTROOM CEILING MOUNT 50 • 0.375 850 2.5 26.8 120/1 V V V V 9.5 1, 2, 3 NOTES: 1. PROVIDE UNIT WITH ROOF JACK MODEL RJ-4. 2. PROVIDE WITH BACKDRAFT DAMPER. 3. INTERLOCK WITH ELECTRICAL CONTACTOR OCCUPANCY SENSOR, PROVIDE ALL REQUIRED WRING ELECTRIC TANK WATER HEATER SCHEDULE UNIT NO MANUFACTURER MODEL AREA SERVED kW VOLT/PH EFFICIENCY % PHYSICAL SIZE TANK (GAL.) NOTES W-I-1 BOSCH ES2.5 RESTROOM 1.44 120/1 98% 13.75x13.75x10.75" 2.7 PROVIDE WITH CORD AND PLUG ELECTRIC UNIT HEATER SCHEDULE UNIT NO MANUFACTURER MODEL AREA SERVED KW VOLT/PH WEIGHT (L.BS) NOTES EUH-1 QMARK CWH1202DSF RESTROOM 2 240/1 10 1 2 NOTES: 1. PROVIDE UNIT WITH HEATER ASSEMBLIES, WALL CAN, AND GRILL, PROVIDE WITH SEPARATE PROGRAMMABLE THERMOSTAT. 2. INTERLOCK WITH PECO MODEL SB200-001 OCCUPANCY SENSOR FIRE SPRINKLER GENERAL NOTES 1. FIRE SPRINKLER CONTRACTOR TO CONNECT AND EXTEND PIPING FROM ADJACENT BLDG. AND PROVIDE A NEW WET SPRINKLER SYSTEM FOR ABOVE AND BELOW CEILING AS REQUIRED BY NFPA 13 AND LOCAL JURISDICTION. 2. IT SHALL BE THE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH OTHER TRADES FOR PIPING ROUTING. COORDINATE THE LOCATION OF THE PIPING AND HEADS TO AVOID INTERFERENCES WITH LIGHT FIXTURES, HEATING/COOLING EQUIPMENT, DUCTWORK AND ANY ARCHITECTURAL FEATURES. 3, IT SHALL BE THE FIRE SPRINKLER CONTRACTOR'S FULL RESPONSIBILITY TO INSTALL A COMPLETE WORKING SYSTEM MEETING NFPA AND ALL LOCAL CODES. FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN AND CALCULATIONS FOR THE SYSTEM. ALL PIPING SHALL BE STEEL GROOVED PIPING SHALL BE MINIMUM SCHEDUI F 10 STEEL AND THREADED PIPING SHALL BE MINIMUM SCHEDULE 40 STEEL. EXPOSED HEADS SHALL BE CHROME PLATED SEMI RECESSED. UPRIGHT HEADS SHALL BE BRASS. SEQUENCE OF OPERATION I. PROVIDE PECO MODEL #T12000 OR APPROVED THERMOSTAT WITH PECO MODEL S8200-001 OCCUPANCY SENSOR INPUTS, TEMPERATURE SHALL BE ORIGINALLY SET AT 50°F ADJUSTABLE FOR UNOCCUPIED MODE AND 77F ADJUSTABLE FOR OCCUPIED MODE. INTERLOCK THERMOSTAT WITH PECO MODEL 58200.001 OCCUPANCY SENSOR. 2. EF SHALL RUN CONTINUOUS WHILE OCCUPIED AND FOR 15 MINUTES AFTER OCCUPANCY. DURING EF OPERATION MOTORIZED MAKE-UP AIR DAMPER SHALL REMAIN OPEN. DAMPER SHALL CLOSE WHEN FAN IS DISABLED. PLUMBING FIXTURE SCHEDULE ID/NO. FIXTURE MANUFACTURER I MODEL NUMBERS PLUMBING CONNECTIONS NOTESWASTE VENT HW CW P-1 WATER CLOSET TYPE, MFR., MODEL FLOOR MOUNTED AMERICAN STANDARD MADERA FLOWISE MODEL 3461.001 16-1/2" HEIGHT, EVERCLEAN SURFACE FLUSH VALVE: SLOAN "ROYAL" 111-ADA, 1.28-GALLON FLUSH. SEAT:OPEN FRONT, LESS COVER; BENEKE NO. 52355/CH WITH SELF SUSTAINING CHECK HINGE. MISCELLANEOUS: FLUSH CONTROL SHALL BE MOUNTED FOR USE FROM WIDE SIDE OF WATER CLOSET AREA. HANDICAPPED - HEIGHT FROM FLOOR TO TOP OF SEAT SHALL BE A MAXIMUM OF 19" AND MINIMUM OF 17" 4" 7' - 1" P-2 LAVATORY TYPE, MFR., MODEL WALL HUNG, 4" CENTERS, VITREOUS CHINA; AMERICAN STANDARD "COMRADE" NO. 0124.024 FAUCET: CHICAGO FAUCETS MODEL NO802-V317E66ABCP, 0.5 GPM VANDAL RESISTANT, ADA COMPLIANT. TRAP & TAILPIECE: MCGUIRE OR EQUAL, 1-12" CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT AND TAILPIECE SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT HANGER: FLOOR -MOUNTED WITH CONCEALED ARMS. MISC: PROVIDE ADA INSULATION AND WRAP ON TRAP AND SUPPLIES 2" 1-12" 12" 1/2" CAULK FLANGE TO WALL P-3 FREEZELESS WALL HYDRANT 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" P-0 INTERIOR HOSE BIBS WOODFORD B-79 CONCEALED BOX TYPE TRIMLINE WALL HYDRANT, LOOSE KEY, CHROME FINISH, BACKFLOW PROTECTED - - - 3/4" MOUNT 24" ABOVE FINISHED FLOOR P-5 TRAP PRIMER MANIFOLD FLUSH -MOUNTED ELECTRONIC TRAP PRIMING ASSEMBLY IN STEEL CABINET WITH ATMOSPHERIC VACUUM BREAKER, PRE-SET 24-HOUR CHANGE, MANUAL OVERRIDE SWITCH, SOLENOID VALVE, 12' CONNECTION; PRIMETIME MODEL PROVIDE ACCESS DOOR TO SUIT LOCATION. POWER CONNECTION 0.33 AMPS 120/10. - - - 1/2" FD/FFD FLOOR DRAIN JR SMITH MODEL 2510 WITH INTEGRAL TRAP AND PRIMING CONNECTION. PROVIDE FUNNEL ON FFD. 7' 7' - - FILE c _. r•., of L,.:,..N:: i ,.,w• .+, ��..: ....,.. F Data: C hj cf Tu' wi.3 BUILDING' D IISION PXWr 0U53 CODE. APPRO e O. :ICY 2 _I 2C1:8 Citj of iuk RSIOR BUILDING DIVISION' ilECE!VEO CITY OF TUKW:LA NOV 13 2018 PERMIT CENTER 30% DESIGN REVIEW SMR DMM 04 / 2017 60% DESIGN REVIEW SMR DMM 10/2017 PERMIT SET SMR DMM 11/2017 90% DESIGN REVIEW SMR DMM 3/2018 BID SET HT DMM 7/2018 A No. ISSUED FOR! REVISION BY APP'D • DATE rls� MINS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 90409-7315 Phone: 253.472.130D www.Veswest.com stud IC`AENG STRAZZARA AN LMOfl= 2001 Western Ave, Suite 200 PLANNO11/ Seattle, WA 98121 000g1f<tOIS • T: 206.587.3797 DESIGFED. SMR PROJECT MANAGER' M.STANASZEK SCALE: AS NOTED DRAWN SMR APPROVED. SITE LOCATIONNO. CIECKXD DMM KC PROJECT E00431E16 RECO1.91 13E0: KCCCHIRACT ND. C01251C18 ONE INCH AT FULL SIZE 1' IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation r METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION -TUKWILA, WA 98188 DRIVER'S COMFORT STATION MECHANICAL LEGEND, SCHEDULES AND GENERAL NOTES DATE y JULY 2018 DRAWING N0: M0.01 SHEET NO OF 20 27 1 30% DESIGN REVIEW 60% DESIGN REVIEW SMR SMR 6x12 GREENHECK ESD-202 7' THICK LOUVER. BAKED ENAMEL FINISH COLOR TO BE SELECTED TO MATCH BUILDING EXTERIOR. LOUVER TO BE ALUMINUM .063" THICK PROVIDE WITH BIRD AND INSECT SCREEN 6/6 MOTORIZED DAMPER \\ GREENHECK VCD-23 LOW LEAKAGE WITH 120V ACTUATOR. INTERLOCAK WITH EXHAUST FAN PROVIDE 8"x8" ACCESS PANEL FOR ACTUATOR DMM 04 / 2017 DMM 10/2017 C 4a 6/ WALL G LL TITUS MOD L 35 L �¢ r 4" 44 4 DUCT UP TO ROOF JACK EF- tFts4 DRIVER COMFORT STATION MECHANICAL PLAN SCALE: 1/21_1'—o" i EUH-1 11 0 0 C. •1 ir 1 SC/LLE: 1rzti1'4' I 2 r-- C 4 STEEL CONSTRUCTION WITH BLACK ENAMEL FINISH CAULK AND INSTALL 3"x3"x1B GAUGE ANGLE ALL AROUND CAULKING AND BACKER ROD (TYPICAL) FASTENERS: 1/4" PANHEADED, 3" LAG, OR SHEET METAL SCREW, STAINLESS STEEL, MINIMUM OF 3 PER SIDE. DO NOT FASTEN ON TOP OR BOTTOM OF LOUVER. LOUVER TO BE REMOVABLE FROM EXTERIOR OF BUILDING WEATHERPROOF LOUVER AS SHOWN ON PLAN ASPHALT FLASHING; EXTEND OVER SILL EXTENSION AND MINIMUM 6" ON SIDES DO NOT SEAL BOTTOM OF LOUVER TO PLENUM. ALLOW FOR DRAINAGE ONE PIECE LOUVER SUPPORT/SILL EXTENSION, NO PENETRATIONS THROUGH EXTENSION. TURN UP ENDS 4", WITHOUT DRIP LIP EXTERIOR WALL 3/4" — 45• 1/4" 12" DUCT - SIZE AS SHOWN ON PLANS 1' PITCHED ROOF CAP ROOF JACK DETAIL SCALE: NONE SPOT WELD LOUVER ANGLE CLIPS SHEET METAL SCREW TO PLENUM. CAULK SCREW HEADS BIRDSCREEN 12" MINIMUM FLASHING CURB AND CANT FINISHED ROOF PROVIDE GALVANIZED STEEL STRIP SUPPORT ATTACHED AT BACK OF PLENUM, AND ANCHORED TO STRUCTURE INSULATION; R•7 FIBERGLASS SECURE INSULATION TO DUCTWORK TRANSITION TO DUCT 6 (MINIMUM) SLOPE BOTTOM 1/2" PER FOOT SPOT WELD LOUVER SUPPORT/SILL EXTENSION, 20 GAUGE STAINLESS STEEL. TURN EACH END UP 4" WITHOUT DRIP LIP AND FASTEN WITH FLAT HEADED STAINLESS STEEL SHEET METAL SCREWS 1/6"x1-12"54" HARD RUBBER GLASS SUPPORT. MINIMUM OF 2 ALONG BOTTOM LEAVE GAPS FOR DRAINAGE PLENUM SECURE TO BACK OF WALL WITH CONTINUOUS METAL CLOSURE ANGLE 3"x3'k18 GAUGE GALVANIZED SPOT WELD CLOSURE ANGLE TO PLENUM CAULK AND BACKER ROD. CAULK BOTTOM OF PLENUM TO STRUCTURE. NOTES: 1. GENERAUMECHANICAUHVAC CONTRACTOR TO COORDINATE INSTALLATION OF LOUVER WITH ARCHITECT PRIOR TO ORDERING AND INSTALLING. WEATHERPROOF LOUVER INSTALLATION SCALE: NONE PERMIT SET SMR DMM 11 /2017 90% DESIGN REVIEW BID SET SMR HT DMM 3/2018 DMM 7/2018 A No. ISSUED FOR / REVISION BY APP'D DATE @Ma TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com studi0MENG STRAZZARA A AJIQf1PC1Yls 2001 Western Ave, Suite 200 PLAIUBN Seattle, WA 96121 WISRWN S T: 206.587.3797 EESK;NEO SMR PROJECT MMLIGER' M. STANASZE SCALE AS NOTED DRAWN DECKED SMR DMM APPROJED. V KC PROJECT NO E00431E16 RECDIR.EFDED. KC CO/TRACT I40. C01251C18 SITE LCCATIDNNO. ONE INCH AT FULL SIZE I. IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation DUCT PER PLAN PGi8- 0133 C ....J (-CR CODE. C rI_lANCE APPROVL D NOV 2' 2C;$ City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 13 2018 PERMIT CENTER METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION MECHANICAL PLAN DATE JULY 2018 DRAWING NO M 1.01 SFEETNO OF 21 27 LOGO.dwg; _KC-T-PIans.OWG; DMM Wash Signed and with not for constructlon.dwg; RA.dwg II L�r J, II I1 nI I I II 4" W UP TO P-1 J� IT\ \Ors 1I! 1 11 N II IWUP TO FDA TV UP i /- 4"WUP TO ECO r4" — I — `� 0 3 Vy g� / • SLOPE @2% L 4"WUP a.— 4" TO FCO -�Q \ \ I --Nz__< _< J l l' SLOPE (ge 2% DRIVER COMFORT STAT:ON FOUNDATION PLAN SCALE: 1/2-r-e 2'WUPTOFFD- 2'VUP '' II L. F 2"WUP TO P-2 SLOPE @ 2% 0 1 2 SCALE: 12t 1• 0- (E) 4" W -� 4 '1) L L CONNECT TO EXISTING CW. FIELD VERIFY LOCATION. PROVIDE BALL VALVE AND ACCESS PANEL AT CONNECTION POINT. 1.1/4" JANITOR ROOM FINISHED FLOOR CONNECT TO EXISITING 4" W IN JANITORS ROOM (E) 4" W y GENERAL NOTE 1. SANITARY WASTE ROUTING AS SHOWN IS DIAGRAMMATIC AND SUBJECT TO CHANGE PER ACTUAL SITE CONDITIONS. CONTRACTOR SHALL FIELD VERIFY PRIOR TO PERFORMING ANY NEW WORK. DISCREPANCIES AND OR REVISIONS SHALL BE NOTED ON SITE AS-BUILTS PLAN NOTES OPROVIDE WALL SLEEVE AND LINK SEAL PENETRATION. OCONNECT TO EXISTING WASTE. 0 REPLACE (E) CLEANOUT COVERS WITH NEW BRASS COVERS.. ROOF 6 1-1/4" CEILING 1-1/4" 8.5 'MIrINN -_ 2" J L 4" VTR SHUT-OFF VALVE AND 12x12 CEILING ACCESS PANEL FINISHED FLOOR WH-1 \%4"/ 5 1/2" I � 2FU L TFD salY- 2 O ^� 7 2" / / 4 1-1/2" r�,-I 1-1/4" 2"4 1/2" 4" FCO 4 2"0 1 3/4" 4FU —I P-1 r•—•r 4" 4 4" FCO SLOPE @ 2% WASTE & VENT RISER DIAGRAM SCALE: DNaRNsM11C 4" I RISER DIAGRAM FIXTURE UNITS NOTED AS O ?G18r0t33 P-3 COL: I:< Ai^t'c;y°::yid NOV22C18 • City of Tukwila BUILDING DIVISION) ritt.rt P2Cf CITY OF TUKWILA NOV 13 2018 PERMIT CENTER 30% DESIGN REVIEW SMR DMM 0412017 60% DESIGN REVIEW SMR DMM 10/2017 PERMIT SET SMR DMM 11 / 2017 90% DESIGN REVIEW SMR DMM 3/2018 BID SET HT DMM 7/2018 A Na. ISSUED FOR! REVISION BY APPD DATE MIMI IMMO summon TRES WEST ENGINEERS, INC. 2702 SOUTH 42N0 STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com studIgMENG STRAZZARA AICSITICIYIII I 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 OOIMULTIN T: 206.587.3797 DESIGIED. SMR DRAWN SMR CTECKED DIAM PROECT AMAGER M. STANASZEK APPROVED. KCPROJECT NO (�1� E00431E16 RECOMSENJED KC CONTRACT NO. C01251C18 SCALE: AS NOTED SITE LOCATIONNO ONE INCH AT FULL SIZE F 1� i IF NOT ONE INCH, SCALE ACCORDINGLY L.41 King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION FOUNDATION PLAN WASTE/VENT, DOMESTIC PIPING RISER DIAGRAM DATE- JULY 2018 IXUNINGNO M1.02 SLEET NO OF 22 27 r comfort station implementation-tibs\Drawings \01 working drawings\M1.03 Plumbing Floor & Above Ceiling Plan.dwg I Layout: M1.03 EW LOGO.dwg; _KC-T-PIans.DWG; DMM Wash Signed and with not for construction.dwg; RA.dwg HOT (INSULATED) MIXING VALVE POWERS LFG480 UNION OR TUBING CONNECTOR T&P RELIEF WH-1 TANK WATER HEATER POWER NOTES: OA PIPE TO 2"FFD IN COPPER TYPE L. LAVATORY ADA TRAP AND TAILPIECE COVERS COLD (INSULATED) FLEXIBLE RISER BALL VALVE TEE CW STOP ESCUTCHEON 1 EXPANSION TANK AMTROL ST-5C ASME RATED INSTANT FLOW WATER HEATER SCALE: NONE 1-1/4" CW UP 1/2" CW DN 2"VDN VT CW DN 2"VUP& 4"WON 3/4" P-3 CUT 1.1/2" RIGID INSULATION TO FIT. ATTACH WITH DUCT TAPE DUCT TAPE TRAP PRIMER CONNECTION REMOVE STRAINER, STRAINER HEAD, AND FLASHING COLLAR. STORE FOR LATER INSTALLATION d P_5 PROVIDE VALVE BOX FOR -5. COORDINVE"EX,4C SIZE \ ADJUSTABLE STRAINER HEAD STRAINER FINISHED GROUT (BY G.C.) SLOPED FLOOR CONCRETE BY G.C. FLOOR DRAIN BODY PIPE SIZE AS NOTED ON PLANS DURING CONCRETE POUR (STEP #1) (TYP.) 1-1/4" 7' FD / / DRIVER COF6FORT STATION �„— ' PLUMBING FLOOR PLAN SCALE: 1/2"-19-0' 0 1 SCALE: 101=1•a 2 NOTES: CAULK FLA.SHING FLASHING COLLAR WITH WEEP HOLES CONCRETE EY G.C. INSTALL STRAINER, STRAINER HEAD, AND FLASHING COLLAR (SET FINAL ELEVATION) AFTER CONCRETE HARDENS (STEP #2) 1. COMPLETE INSTALLATION OF FLOOR DRAIN AND SETTING OF FINAL ELEVATION WILL NOT BE ALLOWED DURING INITIAL CONCRETE POUR. 2. DO NOT ALLOW GROUT PENETRATE WEEP HOLES AND FILL UP TRAP. FLOOR DRAIN INSTALLATION DETAIL SCALE: NONE 2" FFD/L1 4 O 2"VON&UP 1/7' HW DN TO WH-1 1-1/2"V & 2" W DN. 1/2 CW UP 2"VON& 4 VUP TO VTR 12" MIN. 15-0" MIN. FROM ANY FRESH AIR INTAKE FINISHED ROOF PROVIDE SHUT-OFF VALVb D 12x12 CEILING AC SS PANEL its DRIVER COMFORT STATION PLUMBING ABOVE CEILING PLAN 2 SCALE: 1/2'-1'--0' FLASHING VANDAL -PROOF VENT CAP FLASHING 10 ALL SIDES VENT PIPING; SIZE AS NOTED ON PLANS VENT THROUGH ROOF DETAIL SCALE: NONE 0 1 2 SCALE: 1Rtit.u' 4 CONNECT TO EXISTING CW. FIELD VERIFY LOCATION. PROVIDE BALL VALVE AND ACCESS PANEL AT CONNECTION POINT. GENERAL NOTE 1. SANITARY WASTE ROUTING AS SHOWN IS DIAGRAMMATIC AND SUBJECT TO CHANGE PER ACTUAL SITE CONDITIONS. CONTRACTOR SHALL FIELD VERIFY PRIOR TO PERFORMING ANY NEW WORK. DISCREPANCIES AND OR REVISIONS SHALL BE NOTED ON SITE AS -QUILTS CAULK BEHIND FLANGE FOR WATERTIGHT SEAL FINISHED WALL INTEGRAL VACUUM BREAKER 4 CW SERVICE (MAY BE SERVED FROM ABOVE OR BELOW -SEE PLANS) FREEZE PROOF WALL HYDRANT DETAIL SCALE: NONE COLD WATER VALVE HOSE CONNECTION BACKFLOW PREVENTER INTERIOR COLD WATER HOSE BIBB DETAIL SCALE: NONE CW SUPPLY CEILING BALL VALVE TRAP PRIMER VALVE ACCESS ON WALL COORDINATE LOCATION W/ G.C. AND ARCHITECTURAL PLAN TO FLOOR DRAINS TRAP PRIMER DETAIL SCALE; NONE ?GIB- 0 i 33 30% DESIGN REVIEW SMR DMM 04/2017 60% DESIGN REVIEW SMR DMM 10 / 2017 PERMIT SET 90% DESIGN REVIEW SMR SMR DMM DMM 11/2017 3/2018 BID SET HT DMM 7 / 2018 A No. ISSUED FOR / REVISION BY APPD DATE 19SW TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com stud ICMENG STRAZZARA AIIQrlICIUtt 2001 Western Ave, Suite 200 PIANISM Seattle, WA 98121 ODIIaTIN T:206.567.3797 OESIGFED SMR DRAWN SEAR CHECKED DMM PRO,ECT MANAGER- PA.STANASZE APPROVED %,� KCPROJEC I/�• E00431E16 AS NOTED SITE LOCATION NO. RECONAEaaw KC CONTRACT NO. C01251Ct8 ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY 11:41' King County Department of Transportation COL,._ :,ICI( , , .,r.p City of Tukwila BUILDING DI iSlcDN ifEbErvEn CITY OF TUKWILA NOV 13 2018 PERMIT CENTER METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION PLUMBING FLOOR & ABOVE CEILING PLANS PLUMBING DETAILS DATE: JULY 2018 DRAWINGND M1.03 SFEET NO OF 23 27