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Home My WebLink AboutPermit PG19-0086 - JOLLIBEE - NEW ADDED EQUIPMENT AND FLOOR SINKSJOLLIBEE 1372 SOUTHCENTER MALL FINALED 9/21/2020 PGI 9-0086 Parcel No: City of Tuk^u"^8 Department of Community Development 6300 SouthcenterBou|mvard, Suite #100 Tukwila, Washington g81@W Phone: 206'431'3670 Inspection Request Line: 206-438'9350 Web site: http://wvmmx.Tukmi|aVVA.Rmu PLUMBING/GAS PIPING PERMIT 9202470090 l3728JUTHCENTERMALL Project Name: ]OLU8EE Permit Number: PG19-0086 Issue Date: 12/17/2019 Permit Expires On: 6/14/2020 Owner: Name: Address: Contact Person: Address Contractor: Name: Address: License No: Lender: Address: WESTFIELD PROPERTY TAX DEPT pOBOX 13O94O'[ARiSBAD,CA, 92013 1OOOCORPORATE CENTER nRSUITE CORE CONSTRUCTION iL[ 8435 47TMAVE 3'SEAlTiE WA, 98l1D40Z2 CORs[[L9I4]8 ''' Phone: (626) 288-6898 Phone (206) 883-3037 Expiration Date: 5/3/2021 DESCRIPTION OFWORK: NEW ADDED EQUIPMENT AND FLOOR SINKS. Valuation of Work: $30,000.00 Water District: TVmWILA Sewer District: TUKWILA Fees Collected: $514.88 Current Codes adopted b*the City of Tukwila: international Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: National Electrical Code: VYACities Electrical Code: VVA[Z96-46H: : 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: i •7 € Print Name: Date: //7 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 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 TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use onl 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: 1p4'SOUTHCENTER MALL TUKWILA, WA 98188 Suite Number: 368 Floor: LEVEL 1 Tenant Name: JOLLIBEE PROPERTY OWNER . Name: EMILY YEE Address: 4905 OLD ORCHARD CENTER STE. 060 City: SKOKIE State: IL Zip: 60077 CONTACT PERSON — person receiving all project communication Name: LIZETTE GUTIERREZ Address: 1000 CORPORATE CENTER DRIVE SUITE 550 City: MONTEREY PARK State: CA Zip: 91754 Phone: (626) 288-6898 Fax: (626) 768-7101 Email: lizette@garywang.corn New Tenant: EJ Yes [Z .. No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): NEW ADDED EQUIPMENT AND FLOOR SINKS Building Use (per Inel Building Code): Occupancy (per Int'I Building Code): A2 Utility Purveyor: Water: IIB- SPRINKLERED Sewer: Ii0ApplicationsWorms-Applications On Line \ 2011 Applicabons \Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 \Nri \Meeroi-:: 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 — . Sinks Rainwater system — per draM (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas ifilets/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 Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 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 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 Fixture Type ,„,Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Budding 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 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 pennit 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R AUTHORIZED AGENT: Signature: Print Name: L ZETTE GUTIERREZ Mailing Address: Date: Day Telephone: (626) 288-6898 1000 CORPORATE CENTER DR, SUITE 5: MONTEREY PARK CA 91754 City State Zip HAApplicat ions \ Forms -Applications On Line \ 201 ApplicationskPlumbing Permit Application Revised 8-9-1 Islocx Revised, August 201 I bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $4,574.87 D19-0207 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $2,753.58 Credit Card Fee $80.20 Credit Card Fee R000.369.908.00.00 0.00 $80,20 , DEVELOPMENT $2587.62 PERMIT FEE R000.322,100.00.00 0.00 $1,715.23 PLAN CHECK FEE R000.345.830.00.00 0.00 $847.39 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $85.76 TECHNOLOGY FEE R000.322.900.04.00 0.00 $85.76 EL19-0529 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $585.58 Credit Card Fee $17.06 Credit Card Fee R000,369.908.00.00 0.00 $17.06 ELECTRICAL $541.12 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $541.12 TECHNOLOGY FEE $27.40 ' TECHNOLOGY FEE R000.322.900.04.00 0.00 $27.40 M19-0103 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $786.67 Credit Card Fee $22.91 Credit Card Fee R000.369.908.00.00 0.00 $22.91 MECHANICAL $730.54 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $631.28 PLAN CHECK FEE R000.322.102.00.00 0.00 $66.11 TECHNOLOGY FEE $33.22 TECHNOLOGY FEE R000.322.900.04,00 0.00 $33.22 PG19-0086 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $449.04 Credit Card Fee $13.08 Credit Card Fee R000.369.908.00.00 0.00 $13.08 GAS $208.66 PERMIT ISSUANCE BASE FEE R000,322.100.00.00 0.00 $35,00 PERMIT FEE R000.322.100.00.00 0.00 $143.00 PLAN CHECK FEE R000.322,103.00.00 0.00 $30.66 Date Paid: Tuesday, December 17, 2019 Paid By: ANGEL NG FUNG Pay Method: CREDIT CARD 00092G Printed: Tuesday, December 17, 2019 2:31 PM 1 of 2 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R19328 DESCRIPTIONS ACCOUNT QUANTITY Per itTRAK PAD $4,574.87 PG19-0086 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $449.04 PLUMBING $208.00 PERMIT FEE R000.322.100.00.00 0.00 $173.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $19.30 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19328 R000.322.900.04.00 0.00 $19.30 ... $4,574.87 Date Paid: Tuesday, December 17, 2019 Paid By: ANGEL NG FUNG Pay Method: CREDIT CARD 00092G Printed: Tuesday, December 17, 2019 2:31 PM 2 of 2 • YSTEMS CO TUKWIL4 ETnxKIT 0200 SOUTH[ENTEx BLvD TUxwILu' WA 98188 206'4]]'1870 CITY OF TUxWILx 0017348000802374404500 Date: 12/17/2019 02:30:02 PM CREDIT CARD SALE VISA CARD NUMBER: **********8317 K TKAN AMOUNT: $4'574.87 APPROVAL [D: 808926 RECORD #: 800 CLERK ID: frankie x {CARDHOLDER'S SIGNATURE} z AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY 1-,. PAID PermitTRAK $165.84 M19-0103 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $100.00 MECHANICAL $100.00 PLAN CHECK FEE R000.322.102.00.00 0.00 $100.00 PG19-0086 Address: 1372 SOUTHCENTER MALL Apn: 9202470090 $65.84 GAS $13.84 PLAN CHECK FEE R000.322.103.00.00 0.00 $13.84 PLUMBING $52.00 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17965 R000.322.103.00.00 0.00 $52.00 $165.84 Date Paid: Friday, June 21, 2019 Paid By: GARY WANG & ASSOCIATES Pay Method: CHECK 16251 Printed: Friday, June 21, 2019 10:32 AM 1 of 1 SYSTEMS ��i�U��^�� ' ~'^^~~ ~^^�n�~~~~^~~^^� �~ "�� Tukwila v=U��' uvx o U�m^��xa ,r` Permit Number: PG19-0086 Description: JOLLBEE Applied: 6/21/2019 Approved:8/26/2019 Site Address: 1372SOUTHCENTERKA4LL Status:RNALED Parent Permit: Parent Project: NEW ADDED EQUIPMENT AND FLOOR SINKS. Applicant: JOULIBEE Owner: VVESTFE0DPROPERTY TAX DEPT Contractor: CONE CONSTRVCnQmLLC 8W(W INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS UNDERGROUND Building Inspector Notes: snouwowonn Building Inspector Notes: 3/5/3020 AM 3/5/2020 GROUNDWORK Lee Sipe NOT APPROVED A1 mnte,' Drains for floor sinks not per plans, plans call fo,s^ waste notz''. Plans show zzfloor sinks only y are installed. 3/6/2020 AM 3/6/2020 oxoumovvonw Lee Sipe moTAppxovco #z Notes: Plans need to be revised to correct number of floor sinks to match what is installed, Continue atown risk. 3/9/2020 Am 3/9V2020 axoumowonx Lee Sipe xppxovso #s mmec 3/17/2020 AM $zV�o�n ROUGH-IN pLoxxu|mG Lee Sipe AppnOvco 443442 Notes: 3V1�2OZO AM �z�2O2n x�V�H'|NGA5 p|P|wG Lee Sipe A*PnOvso 241244 Notes: 3/17/2020 3/17/2020 ORK Lee Sipe NOT APPROVED w4Corrections Required Notes: Floor sinks need corrected. They are above finish floor level. They need lowered. Printed: Thursday, 17 August, 2023 supEo/ow Perm it Inspections City of Tukwila 9/21/2020 AM 9/21/2020 GAS PIPING FINAL Bill Centen APPROVED Tong4253011115 Notes: 9/21/2020 AM 9/21/2020 PLUMBING FINAL Bill Centen APPROVED Tong 4253011115 Notes: Printed: Thursday, 17 August, 2023 2 of 2 rk SUPERION City of Tukwila Department of Community Development 11/1/2019 LIZETTE GUTIERREZ 1000 CORPORATE CENTER DR SUITE 550 MONTEREY PARK, CA 91754 RE: Permit Application No. PG 19-0086 JOLLIBEE 1372 SOUTHCENTER MALL Dear LIZETTE GUTIERREZ, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/21/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 12/21/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG 19-0086 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 IIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0086 PROJECT NAME: JOLLIBEE SITE ADDRESS: 1372 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 06/21/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: � Ai � c �A.1j Building Division 41.1b'%ic i`Works Fire Prevention Structural ❑ Planning Division Permit Coordinator ❑ • PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 06/25/19 Structural Review Required DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: Oft&N 11 DUE DATE: 07/23/19 Approved with Conditions e Denied (ie: Zoning Issues) C -rvehen 1 i-D ( 0) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 Labor a Industries (hILD5://ini.Wa.Q0vL Contractors CORE CONSTRUCTION BUILDING INC Owner or tradesperson TAN, HAI-FENG Principals TAN, HAI-FENG, PRESIDENT WA UBI No. 604 433 317 8435 47TH AVE S SEATTLE, WA 98118 206-883-3037 KING County Business type Corporation 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. CORECCB813KC Effective — expiration 05/03/2019— 05103/2021 Bond Wesco Insurance Co Bond account no. 46WB102422 Received by L&I 05/03/2019 Insurance Security National Insurance Policy no. NA167384600 Received by L&I 05/03/2019 $12,000.00 Effective date 05/01/2019 Expiration date Until Canceled $1,000,000.00 Effective date 05/01/2019 Expiration date 05/0112020 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. Tex debts No L81 tax debts are recorded for thls contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices, PLUMBING FIXTURE SCHEDULE PLUMBING LEGEND GENERAL NOTES SYMBOL DESCRIPTION MANUFACTURER/ FINISH PIPE SIZE (MIN.) NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE CODES & CITY AMMENDEMENTS. 2. COORDINATE ALL WORK WITH ALL OTHER TRADES AND CONTRACTORS. 3. THE PLUMBING CONTRACTOR SHALL VERIFY THE EXACT LOCATION, DEPTH AND ADEQUACY OF ALL SERVICES BEFORE STARTING AND SHALL NOTIFY THE GENERAL CONTRACTOR IF SAID CONNECTIONS ARE NOT IN THE LOCATION SHOWN OR ARE NOT OF SUFFICIENT SIZE OR DEPTH TO MAKE THESE CONNECTIONS IN COMPLIANCE WITH THIS PLAN. 4. THE PLUMBING CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMIT. ARRANGE WITH UTILITY COMPANIES TO CONNECT ALL UTILITY TO SITE. 5. THESE PLANS INDICATE APPROXIMATE EQUIPMENT DIMENSION ONLY. EXACT DIMENSIONS MUST BE OBTAINED FROM THE EQUIPMENT MANUFACTURER. 6. THE PIPING SHOWN ON PLANS IS SCHEMATIC ONLY. INSTALL PIPING TO SUIT THE STRUCTURAL CONDITIONS. PROVIDE ALL NECESSARY OFFSETS AS REQUIRED. VERIFY WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. 7. CONTRACTOR SHALL PROVIDE ALL STOPS, COCKS, VALVES, INDIRECT WASTE LINES, ACCESS PANELS, ETC. TO ASSURE AN APPROVED ACCEPTABLE PLUMBING SYSTEM. PROVIDE AND INSTALL NEW TEES, WYES OR ELLS AT EACH GAS, WATER OR SEWER POINT OF CONNECTION. 8. ALL PLUMBING VENTS THROUGH ROOF SHALL TERMINATE NOT LESS THAN TEN (10) FEET FROM OR THREE (3) FEET ABOVE ANY FRESH AIR INTAKE. 9. HOSE BIBBS SHALL BE PROTECTED BY THE APPROVED VACUUM BREAKERS OR NON -REMOVABLE TYPE BACKFLOW PREVENTION DEVICES & INSTALLED + 12" AFF OR FINISHED GRADE. 10. CLEANOUTS SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 708 OF THE 2015 IPC. 11. INSULATE HW RUNOUTS TO LAVATORIES SPECIFICALLY UNDER LAVATORIES EXPOSED PIPING. SPACE UNDER LAVATORIES SHALL BE FREE OF SHARP OBJECTS TO PREVENT INJURY TO HANDICAPPED. 12. EACH HOT WATER HEATER SHALL HAVE A SHUT-OFF VALVE AND FLEXIBLE WATER CONNECTORSK-4904-ER,0.125WHITE AT BOTH INLET & OUTLET CONNECTIONS, AND SHALL ALSO HAVE A COMBINATION PRESSURE, TEMPERATURE RELIEF VALVE, WITH DISCHARGE PIPED TO FLOOR SINK. 13. SEAL ALL OPENINGS AROUND PIPES PENETRATING THE FIRE RATED WALLS WITH APPROVED FIRE RETARDING MATERIALS. 14. GAS APPLIANCES TO HAVE INTERMITTENT IGNITION DEVICES. 15. INSTALL GAS VALVES AND FLEXIBLE CONNECTORS AT EACH GAS APPLIANCE PER CODE. 16. ALL SINKS MUST BE EQUIPPED WITH HOT & COLD WATER DISPENSED FROM MIXING FAUCETS. 17. ALL THREADED WATER OUTLETS SHALL HAVE AN APPROVED VACUUM BREAKER PROPERLY INSTALLED. 18. ALL NECESSARY PLUMBING CONNECTIONS TO FIXTURE AND EQUIPMENT TO BE MADE BY THE RESPECTIVE PLUMBING CONTRACTORS. 19. CONTRACTOR TO LABEL ALL FIXTURE UNITS THAT REQUIRE A BACKFLOW PREVENTION DEVICE BY LOCAL CODE. 20. ALL WASTE & GAS VENTS ARE TO BE KEPT 5' FROM PROPERTY LINE, AT POINT OF ROOF PENETRATIONS. 21. PLUMBING FIXTURES SHALL BE AMERICAN STANDARD, KOHLER, OR EQUAL. 22. ALL A/C CONDENSATE LINE TO BE INSTALLED BY PLUMBING CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR LOCATION OF CONDENSATE. 23. INSTALL EXPANSION JOINTS IN THE VENT, WASTE, SOIL PIPING, AND EXPANSION LOOPS IN THE WATER AND GAS PIPING AS REQUIRED BY THE LOCAL ADMINISTRATIVE AUTHORITY. 24. CONNECTIONS BETWEEN TWO DISSIMILAR METAL PIPES SHALL BE MADE OF WITH DIELECTRIC UNIONS. 25. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK CAREFULLY WITH THE AIR CONDITIONING AND ELECTRICAL CONTRACTORS TO AVOID INTERFERENCES. 26. ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED WHERE POSSIBLE, AND ALL EXPOSED PIPING SHALL BE RUN HIGH AS POSSIBLE AND TIGHT TO WALLS. 27. SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE OR PLAN REQUIREMENTS VERIFY WITH ENGINEER WHEN IN DOUBT. 28. PLUMBING CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL OF EXISTING UNUSED PLUMBING FIXTURES, PIPING, VALVES, FITTINGS, ETC. PATCH & CAP OFF THE EXISTING SYSTEM WHERE IT APPLIES. 29. NO GAS PIPING ALLOWED BELOW SLAB OF INSIDE OF BUILDING. 30. ALL WASTE PIPING SHALL BE SLOPED UNIFORMLY AT A MIN. OF 2% IN THE DIRECTION OF FLOW. 31. NEW OR REPAIRED POTABLE WATER PIPING SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET OUT IN 2015 IPC. 32. ALL HOT WATER SUPPLY AND RE -CIRCULATION PIPING TO BE INSULATED AS FOLLOWS: INSULATION THICKNESS, IN. PIPE SIZE, IN. (K=0.27 BTUH-IN/SQ.FT. F OR LESS) 1/2", 3/4" & 1" 1" 4" THRU 6" 1-1/2" 33. ANY SHUT -DOWNS OR TIE-INS TO MAIN WASTE OR WATER LINES TO BE ARRANGED WITH THE OFFICE OF THE BUILDING IN CONJUNCTION WITH THE BUILDING ENGINEER. 34. MECHANICALLY CLEAN & INSPECT ALL WASTE LINES BEING RE -USED AS PART OF THIS PROJECT. 35. CARRY OUT ALL DEMOLITION OF PIPING & FIXTURES NOT REQUIRED FOR THIS PROJECT. 36. LOCATIONS OF EXTG. UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF EXTG. UTILITIES PRIOR TO STARTING WORK OF THIS SECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXTG. UTILITIES. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO EXISTING UTILITIES AS FOUND, THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 37. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX INCHES (6") IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT. 38. NO MORE THAN ONE-THIRD (1/3) OF THE TOTAL PERMITTED LENGTH OF ANY MINIMUM SIZED VENT SHALL BE INSTALLED IN A HORIZONTAL POSITION. 39. WATER HEATING SYSTEM SHALL BE EQUIPPED WITH AUTOMATIC TEMPERATURE CONTROLS CAPABLE OF ADJUSTMENT FROM THE LOWEST TO THE HIGHEST ACCEPTABLE TEMPERATURE SETTINGS FOR THE INTENDED USE AS LISTED IN TABLE 2, CHAPTER 49 OF THE ASHRAE HANDBOOK, HVAC APPLICATIONS VOLUME. 40. THE HOT-WATER DISTRIBUTION SYSTEM SHALL PROVIDE HOT WATER AT THE REQUIRED TEMPERATURE AT ALL TIMES. WATER TEMPERATURE SHALL BE VERIFIED AT THE POINT OF FIXTURE/EQUIPMENT USE. 41. EACH RISER OR BRANCH SHALL BE PROVIDED WITH AN ACCESSIBLE SECTIONALIZING VALVE IN HOT AND COLD WATER SYSTEMS TO PERMIT SERVICING OR REPLACEMENT OF PIPING OR EQUIPMENT. STOP VALVES SHALL BE PROVIDED AT EACH FIXTURE. 42. MATERIAL, CONSTRUCTION AND INSTALLATION OF PLUMBING SYSTEMS SHALL BE PER 2015 IPC. 43. THE CEILING SLAB ABOVE THE SPACE IS A POST TENSIONED SLAB AND ALL HANGERS MUST BE SUBMITTED FOR APPROVAL. NO HOLES CAN BE CUT IN THE SLAB ABOVE WITHOUT TAKING THE NECESSARY STEPS TO LOCATE THESE HOLES. MODEL CW TW HW VENT WASTE SYMBOL ABBREVIATION DESCRIPTION - W - W SANITARY WASTE S_l 3 COMP. SINK ALL STRONG STAINLESS STEEL 3 /4' 3/4" 3 /4 2" 3" PER KITCHEN EQUIPMENT SCHEDULE -GW - GW GREASE WASTE S-2 PREP SINK ALL STRONG STAINLESS STEEL 4" 3/4" 3/4" 1 1/2' 2" 2.2 GPM MAX. PER ILLINOIS MC SEC. 18-29-604.4, REF TO THE DRYBAR SPECIFICATION BOOK FOR FABRICATION SKETCH - - - V - -- V SANITARY VENT FW FW FILTERED WATER HS-1 DROP IN HAND SINK ALL STRONG/HS1615IN STAINLESS STEEL Y2" Y2" /2" 1 /2" 2" PER KITCHEN EQUIPMENT SCHEDULE WITH MIXING VALVE TO LIMIT WATER TO °108F MAX. - CW DOMESTIC COLD WATER HS-2 WALL MOUNTED HAND SINK ALL STRONG STAINLESS STEEL YZ' Yz" //' �" 2" PER KITCHEN EQUIPMENT SCHEDULE WITH MIXING VALVE TO LIMIT WATER TO °108F MAX. - - - - HW DOMESTIC HOT WATER MS-1 MOP SINK ALL STRONG STAINLESS STEEL 34" 34" 3/" 2" 3" PER KITCHEN EQUIPMENT SCHEDULE ENAMELED CAST IRON WITH VACUUM BREAKER ASSEMBLY - - - - - HWR DOMESTIC HOT WATER RETURN - G - G NATURAL GAS FS-1 FLOOR SINK J.R SMITH / 3100 COATED CAST IRON 2" 3" ACID RESISTANT, COATED, 8" SQUARE TOP, 8Y2' DEEP, DOME STRAINER, Yz' GRATE. - CD - CD CONDENSATE DRAIN FD-1 FLOOR DRAIN ZURN / MODEL: FD-2210 JOSAM / MODEL: 30003-A WADE / MODEL: 1 103 CAST IRON Y2" - --- 1 1 3'' CAST IRON, ROUND TOP, NO HUB OUTLET WITH Y2"TRAP PRIMER CONNECTION COTG CLEANOUT TO GRADE ( FLOOR CLEANOUT (E)WC-1 EXISTING WATER KOHLER / VITREOUS CHINA 1 2" 4" ELONGATED TOILET BOWL 1.28 GPF, K-13517-CP FLUSHOMETER, OPEN FRONT SEAT PROVIDE WATER FCO WALL CLEANOUT -I I WCO CLOSET K-4405 WHITE HAMMER ARRESTER ON COLD WATER LINE N SOV SHUT-OFF VALVE (E)LAV-1 EXISTING LAVATORY KOHLER / VITREOUS CHINA WHITE WITH KOHLER y" Y2' Y2 1 /2 2 - WALL HUNG LAVATORY (ADA) KOHLER K-13460 ELECTRONIC FAUCET, BATTERY 6 GAS SHUT-OFF VALVE e POC POINT OF CONNECTION K-2031 GLAZE POWERED, 0.5 GPM. 605XTMV MIXING VALVE TO LIMIT HOT WATER TO 108 °F MAX. WC - 1 PLUMBING FIXTURE DESIGNATION (E)UR-1 EXISTING URINAL KOHLER GPF VITREOUS CHINA 3 /4 1 , 1/2" 2" 7ATER HAP PRROVIDE WMMEROARRESETER ON)COLD WATER FD FLOOR DRAIN LINE w FS FLOOR SINK TP-1 TRAP PRIMER P.P.P. / PI OR P2 C69300 ECO CORROSION RESISTANT BRASS %" -- --- ___ TRAP PRIMER VALVE INSTALL WITH DU-2 DISTRIBUTION UNIT FOR MULTIPLE FLOOR DRAIN AND/OR FLOOR SINK CONNECTIONS - INSTALL WITH WALL ACCESS PANEL AS REQUIRED. (E) EXTNG. EXISTING (N) NEW ABV ABOVE (E)BVP-1 EXISTING BACK FLOW WATTS / 009M2QTS WILKINS / 975XLS BRONZE BODY VERIFY --- --- --- REDUCED PRESSURE ZONE BACKFLOW PREVENTER, CAST BRONZE CONSTRUCTION WITH QUARTER TURN VTR VENT THRU ROOF PREVENTOR FEBCO /860 CONSTRUCTION FULL -PORT BALL VALVES AND BRONZE STRAINER. CLG CEILING WHA-1 WATER HAMMER WADE / SHOKSTOP JOSAM / 75000 STAINLESS STEEL YZ' STAINLESS STEEL CASING WITH STAINLESS STEEL BELOW, IE INVERT ELEVATION VIF VERIFY IN FIELD ARRESTOR ZURN / SHOKTROL PRE -CHARGED WITH NITROGEN. SIZED PER PDI-WH2O1 MV-1 MIXING VALVE HYDROTEK / SERIES HBL LAWLER / SERIES 61 LEONARD / SERIES 210 --- Y2' Y2" Y2, -- --- THERMOSTATIC, 125 P516, 200VF BRONZE BODY, STAINLESS STEEL PISTON LINER, CHECK VALVES SIZE PER PIPE CONNECTIONS. GAS SYSTEM CALCULATION CP-1 CIRCULATION PUMP TACO GRUNDFOS �4, 1.5 GPM , COMPLETE WITH ISOLATION VALVES AND CHECK VALVE ASSEMBLY, 25 FT TDH MAX FIXTURE TAG QTY. CFH TOTAL CFH REMARKS ET-1 EXPANSION TANK WATTS / SERIES DET AMTROL / SERIES ST WILKINS SERIES / WXTP STEEL 3/" EXPANSION TANK, STEEL, EXPANSION MEMBRANE 150 PSI, 160° F. 4.4 GALLON CAPACITY. WH-1 1 200 200 WATER HEATER BHP-1 1 112 112 4 BURNER HOT PLATE RETH-1 1 90 90 RETHERMALIZER WH-1 WATER HEATER A.0 SMITH / CYCLONE --- 1 /2" ___ 1 v2, 100 GALLON STORAGE 199,900 BTU/HR GAS INPUT, 294 GPH RECOVERY @ 80°F RISE PC-1 80 80 PASTA COOKER GR-1 1 50 50 GRIDDLE (E)GI-1 EXISTING GREASE JENSEN PRECAST / 1500 GAL. 1,500 GAL. CAPACITY (MODEL. JP1500ECE-G) CJF-1 4 100 400 CHICKEN JOY FRYER INTERCEPTOR JP1500ECE-G FFF-1 2 80 160 FRENCH FRIES FRYER DW-1 DIPPER WELL FISHER / 3041 STAINLESS STEEL --- --- Y2" --- 1 /2" 1 Y2" OUTLET TO FLOOR SINK (E) AC-1 1 125 125 AC UNIT MWF-1 MAIN WATER FILTER EVERPURE/ EV9437-32 NICKEL BRONZE BODY 3/" SEPARATE PERMIT COORDINATE WITH LL/ARCHITECT FOR MODEL (E) AC-2,3 2 48 96 AC UNITS EVERPURE/ EV9437-42 RF4L4RED FOR' MUA-1 1 329 329 MAKE-UP AIR UNIT ( echanical Electrical [[jj Plumbing ■ Gas Pi ping City of Tukwila BUILDING DIVISION RE,�( SC6 Pe MUA-2 211 211 MAKE-UP AIR UNIT TOTAL CFH 1853 TOTAL DEVELOPED LENGTH (FT) 150 MAIN PIPE SIZE (IN) 3" PLUMBING FIXTURE SCHEDULE CONSTRUCTION NOTES BRANCH PIPE SIZING CHART QTY WATER WASTE SYMBOL DESCRIPTION EXIST NEW WSFU TOTAL WSFU DFU TOTAL DFU 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THIS JOB TO FAMILIARIZE HIMSELF AS TO THE EXTENT OF OF WOK REQUI COST AND HXIS TING CONDITION, AND SHALL TAKE THESEGPM PIPE SIZE y2 3�4 ) ) �4 ) �2 2 4.4 15 25 35 55 68 F.U. F.V. 0 0 0 0 18 108 WC-1 WATER CLOSET 6 0 10 60 4 24 2. CONTRACTOR SHALL HELD VERIFY THE LOCATION OF THE UTILITIES BEFORE STARTING TRENCHING WORK. LAV-1 LAVATORY 5 0 1.5 7.500000 1 5 F.U. F.T. 1 7 16 32 63 225 FD-1 FLOOR DRAIN 8 0 0 0 5 40 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS & PAYING ALL FEES REQUIRED FOR WORK SHOWN ON THESE DRAWINGS. N.W. F.U. 7 16 28 46 119 FS-1 FLOOR SINK 4 8 0 0 5 60 4. UR-1 URINAL 2 0 5 10 2 4 THE DRAWINGS ARE DIAGRAMMATIC. THE LOCATION OF THE PIPING IS APPROXIMATE. COORDINATE THE LOCATION OF PIPING WITH OTHER TRADES. ANY CONFLICTS WITH OTHER HS-1 HAND SINK 3 3 3 18 2 12 TRADES SHALL BE RESOLVED PRIOR TO INSTALLATION. EXISTING GREASE INTERCEPTOR CALCULATION MS-1 MOP SINK 2 1 2.25 6.750000 2 6 S-2 PREP SINK 1 1 3 6 2 4 FIELD VERIFICATION SYMBOL TRAP SIZE DESCRIPTION QTY DFU TOTAL DFU S-1 - 3 COMP. SINK 1 1 3 6 2 4 IM-1 CE MAKER* 2 1 0 0 SITE INSPECTION: CONTRACTOR SHALL VISIT THE SITE OF WORK AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND EXACT NATURE OF THE WORK PRIOR TO FD-1 2" FLOOR DRAIN 3 2 6 SD-1 SODA DISPENSER* 2 0 - 0 - 0 SUBMISSION OF HIS BID. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. FS-1 3" FLOOR SINK 14 3 42 CTF-1 CHEST TYPE FREEZER* 0 11 0 0 SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWING IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE CONTRACTOR HS-1 2" HAND SINK 4 1 4 MWF-1 MAIN WATER FILTER* 0 1 - 0 - 0 SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION PRIOR TO SUBMISSION OF HIS MS 1 3" MOP SINK 1 3 3 RETH & RETHERMALIZER & BID. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN CONTRACT S-2 3" PREP SINK 1 3 3 PCO PASTA COOKER 0 2 0 WILL BE MADE TO ACCOMMODATE OR ALLOW EX,.,Tn A FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE S_l 3" 3 COMP. SINK 1 3 3 WSFU 114.3 DFU 59 TO THOROUGHLY MAKE THE EXAMINATION. TOTAL DRAINAGE FIXTURE UNIT (DFU) 61 REVIEWED FOR CODE COMPLIANCE GREASE INTERCEPTOR VOLUME REQUIRED PER IPC 2015 (GALLONS) 1500 PROBABLE DEMANDS/AND PIPE SIZING REQUIREMENTS: aF ' k ` j 1)Y . APPROVED P ws6° A O B@ COLD WATER: 114.25 WSFU = 75 GPM USE 3" CW SERVICE AND SUPPLY DRAIN:GW 109DFU USE6"GREASE WASTE (MIN) DRAIN: SAN 50 DFU USE 4" SANITARY (MIN) HOT WATER: 44.25 WSFU = 27 GPM USE 1-1/4" HW SERVICE - , 4 "1 inT'•JUN 2 6 2019 o %�'J 0`` 4 r U .1 1 ,0[ City of Tukwila a:',,F, BUILDING DIVISION PLUMBING PIPE MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION PIPING MATERIAL BASED ON 20151PC (COMBINATION DRAIN & VENT). *FIXTURE HAS INDIRECT WASTE TO FLOOR SINK "` `- 1 �- w `�! '�' FG i 9_0086 - SANITARY DRAINAGE AND VENT (ABOVE GRADE) S OR V HUBLESS CAST IRON SANITARY DRAINAGE AND VENT (BELOW GRADE) S OR V PVC WASTE CONNECTIONS FROM PLUMBING FIXTURE TRAPS S TYPE DWV HARD DRAWN COPPER POTABLE WATER (ABOVE GRADE) CW, HW OR HWR TYPE L HARD DRAWN COPPER POTABLE WATER 2" & SMALLER (BELOW GRADE) CW, HW OR HWR TYPE K SOFT ANNEALD COPPER REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP PWMPQAMP 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F1714) 385-1834 www.plumpgroup.com STAMP EXP. 09/10/19 PROJECT NAME/ADDRESS: TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT GENERAL NOTES LEGENDS, & SCHEDULES SHEET NO P-100 b t'qoo8'(0 NUMBERED NOTES 0 EXISTING GREASE WASTE LINE FROM RED RIBBON BAKERY. 0 3/4" CONDENSATE DRAIN FROM UNIT ON ROOF. REFER SHEET P-400 FOR CONTINUATION. 0 CONNECT NEW VENT TO EXISTING VENT LINE. O4 EXISTING SANITARY WASTE LINE FROM RED RIBBON BAKERY. (E) O 3/ZCD FROM AC U IT ONROON SCOPE OF WORK (E) 3/4" CD FROM AC UNIT ON ROOF (E) 3/4" CD FROM AC UNIT ON ROOF 0 0 CONSTRUCTION NOTES 1. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 2. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 3. COORDINATE ALL WORK WITH OTHER TRADES. (E)HS-1 D (E)FD-1 (E) GW', 1 I - (E)FD-1 e (E)HS-2!,...._. (E(3" (E) 3/4CD TO SPILL INDIRECTLY TO FLOOR SINK 0 - (EIFD-I — —(E)CD- (E) OW (E)FS-1 3' GENERAL NOTES FS-1 1. EXACT LOCATION OF PLUMBING FIXTURES SHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS. 2. BEFORE SUBMITTING BID, THE PLUMBING CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND INCLUDE IN HIS BID AN AMOUNT TO FURNISH AND INSTALL ANY FIXTURES WHICH ARE SHOWN IN ADDITION TO FIXTURES SHOWN ON THE PLUMBING DRAWINGS. 3. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW WASTE LINES ARE TO BE CONNECTED BEFORE MAKING UP OR INSTALLATION OF NEW WASTE SYSTEM. 4. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL PLUMBING LINES WITH DUCTWORK AND ELECTRICAL SERVICES. 5. ALL VENTS THROUGH ROOF SHALL BE 10'-0" REMOVED FROM ALL AIR INTAKES, EVAPORATIVE COOLERS, ETC. 6. WHERE POSSIBLE, TIE VENTS TOGETHER SO THAT A MINIMUM NUMBER TERMINATE THROUGH THE ROOF. r(E)FS-1 (E)FS-1 (E)FD-1 (E)S-2 ,E)FS-1 (E)MS-1 a: FS-1 (E)S-1 (E)6"GW II y! 2"V 3"VTR 3/4" CD FROM AC UNIT ON ROOF 7. CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 2, / 8. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 9. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURERS SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. 10. PROVIDE INDIVIDUAL CLEANOUTS TO ALL SINKS IN ADDITION TO WHAT IS SHOWN ON THE PLANS. 11. CAP/REMOVE ALL UNUSED EXISTING WASTE AND VENT PIPING. COORDINATE WITH THE ARCHITECT. 12. MECHANICAL, PLUMBING AND ELECTRICAL SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH EACH OTHER AND TO REFER TO ALL SHEETS IN THE SET FOR CONSTRUCTION CONDITIONS, NOT JUST THE DRAWINGS PERTAINING TO THEIR DISCIPLINE. .000 p (E)LAV-1 (TYP. 5) ` � I ® 0 (E)FD 1 1�"- (E)FD-1 (E)FS-1 (E)3" 2"V 13. DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD. MAKE NECESSARY ADJUSTMENT TO THE EXTENT OF NEW WORK AS REQUIRED. 14. PROVIDE AND INSTALL ALL PLUMBING EQUIPMENT/PIPING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDED CLEARANCES. MAINTAIN CLEARANCES TO ELECTRICAL AND SERVICE PANELS FOR MAINTENANCE. 15. CONTRACTOR TO VERIFY ALL PLUMBING EQUIPMENT/PIPING IN THE FIELD. MAKE NECESSARY ADJUSTMENT TO AVOID CONFLICT WITH OTHER EXISTING EQUIPMENT AND ENSURE CODE COMPLIANCE. 16. ALL EXISTING PLUMBING EQUIPMENT/PIPING TO BE SERVICED, CLEANED, REFURBISHED WITH NEW COMPONENTS AND TESTED TO ENSURE PROPER OPERATION AND CODE COMPLIANCE. 17. CONTRACTOR TO VERIFY ALL EXISTING PLUMBING EQUIPMENT/PIPING IN THE FIELD. MAKE NECESSARY ADJUSTMENT TO AVOID CONFLICT WITH OTHER EXISTING EQUIPMENT AND ENSURE CODE COMPLIANCE. NOTIFY ARCHITECT FOR ANY DISCREPANCIES. (E)6"GW (E)WCO (E)21GW(3(-\ (E) V O(` (E)MS-1 (E)FD-1 P.O.C. (E) V\� 7 (E)MS-1', E.1 (E)6"GW (61 DFU) PROVIDED BY LANDLORD TO COMMON GREASE INTERCEPTOR PROVIDED BY LANDLORD (UNDER SEPARATE PERMIT) TO COMMON SANITARY WASTE LINE PROVIDED BY LANDLORD (UNDER SEPARATE PERMIT) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 6 2019 City of Tukwila BUILDING DIVISION PGt9-0086 WASTE & VENT PLAN SCALE: Jollibee CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 914 E KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (7141 385-1835 F(714) 385-1834 www.plumpgraup.cam STAMP EXP. 09/'O/19 PROJECT NAME/ADDRESS: Joliibse TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT WASTE AND VENT PLAN SHEET NO P-200 1 /4"=1'-0" AREA WALK-IN COOLER �VRt� IN EREE PER REFERENCE NOTES O1-1/4" GAS PIPING (200 CFH) TO GAS WATER HEATER. REFER TO MANUFACTURER'S WRITTEN INSTRUCTION FOR ADDITIONAL INFORMATION. COORDINATE WITH THE ARCHITECT. 100 GALLON GAS WATER HEATER AT PLAT FORM. PROVIDE AND INSTALL EXPANSION TANK SECURELY FASTENED TO WALL, ROUTE FULL SIZE T&P AND SECONDARY DRAIN TO FUNNEL DRAIN AND TERMINATE WITH 1" AIR GAP. WATER HEATER INSTALLATION TO COMPLY WITH 2015 IPC. REFER MANUFACTURER'S WRITTEN INSTRUCTION FOR ADDITIONAL INFORMATION. OWATER HEATER EXHAUST VENT AND COMBUSTION AIR INTAKE UP THRU ROOF. INSTALL PER 2015 IPC. REFER MANUFACTURER'S WRITTEN INSTRUCTION/ INSTALLATION MANUAL FOR ADDITIONAL INFORMATION. REFER TO SHT. P301 FOR CONTINUATION. O O O 3/4" CW TO WATER FILTER SYSTEM. 3/4" FILTERED WATER (FW) TO KITCHEN EQUIPMENT NEW 3/4" GAS PIPE UP THRU ROOF TO AIR CONDITIONING UNIT. SEE SHEET P-301. 0 O 10 11 12 13 SCOPE OF WORK t� ARE'NASld1NG. ..... ",AREA PREP AREA AAN O€ (E)1-1/4"G (221 CFH) (E)HS-1 a (E)FD-1 /(E)CTF-1 KIT Ci\E1 AREA 10 (E) 3" ON ROOF FROM EXISTING GAS METER �\ 3/4" CW/HW DN IN WALL. 3/8" HW TO DIPPER WELL. VERIFY EXACT LOCATION IN FIELD. NOT USED. 3/4" HW & CW PIPING TO MOP SINK. SOV & AUTOMATIC GAS SHUT-OFF VALVE ABOVE CEILING, PROVIDE LABEL ON CEILING ACCESS PANEL TO IDENTIFY THE LOCATION OF THE AUTOMATIC GAS SHUT-OFF VALVE, 14 EXISTING GAS PIPE UP THRU ROOF TO AIR CONDITIONING UNIT. SEE SHEET P-301. 15 PROVIDE BACKFLOW PREVENTER (WATTS ES-LF009, SIZE 3/8") FOR ICE MACHINE. INSTALL BELOW COUNTER WITH RELIEF VALVE DRAIN INDIRECTLY TO FLOOR SINK. 16 OCOORDINATE LOCATION AND ROUTE WITH ALL DISCIPLINES 17 AND ARCHITECT BEFORE COMMENCE WITH INSTALLATION WORKS (TYPICAL FOR ALL PIPES RUN ON HIGH LEVEL). PROVIDE FLEXIBLE HOSE INSIDE A 4" PVC PIPE FROM BIB RACK TO SODA DISPENSER. COORDINATE WITH ARCHITECT AND STORE MANAGER FOR MORE INFORMATION. CONNECT TO EXISTING MAIN WATER SUPPLY LINE, SEE ARCHITECT SITE PLAN FOR UTILITIES NETWORK, COORDINATE WITH ARCHITECT . '(E)HS-2 POC POC POC DESSERT STATION (E)3"G (1632 CFH) (E)FD-1 (E)FS-1 (E)S-2 (E)MS-1 1�! 2G (620 CFH) - 2"G UTR (540 CFH) D1%J-1' (E)HS-2 `OEM RVit 2G (532 CFH) ;, r HS-1 (E)SODA DISPENSER GENERAL NOTES 1. PLUMBING CONTRACTOR TO VERIFY AND COORDINATE EXACT STREET PRESSURE, LOCATION OF METER AND PIPE ROUTING FROM METER TO PROJECT AREA TO ENSURE MINIMUM SUPPLY GPM AND PRESSURE FOR PROPER OPERATION ARE MET. NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION PRIOR TO SUBMISSION OF BIDS. 2. EXACT LOCATION OF PLUMBING FIXTURES SHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS. 3. BEFORE SUBMITTING BID, THE PLUMBING CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND INCLUDE IN HIS BID AN AMOUNT TO FURNISH AND INSTALL ANY FIXTURES WHICH ARE SHOWN IN ADDITION TO FIXTURES SHOWN ON THE PLUMBING DRAWINGS. 4. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL PLUMBING LINES WITH DUCTWORK AND ELECTRICAL SERVICES. 5. THE INSTALLATION OF ALL VALVES, UNIONS, THERMOMETERS, GAUGES, OR OTHER INDICATING OR RECORDING EQUIPMENT, OR SPECIALTIES REQUIRING FREQUENT READING, REPAIRS, ADJUSTMENT, INSPECTION, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY AND ACCESSIBLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING. 6. ALL VENTS THROUGH ROOF SHALL BE 10'-0" REMOVED FROM ALL AIR INTAKES, EVAPORATIVE COOLERS, ETC. HS-2 (E)FS- 0 (E)FD-1 -1/7`C' - HWR 3/4'CW , 3/4 HWRJ 1"CW \_... 1"HW /-3/4"F W HW CW- ._. 1/2"FW (E)ICE MAKER DRUTE 11-11-iD AREA 1/2"FW- /4"GAS NING (E)FS-1 R HS-2 1/2"CW' I -1 /2"G (362 CFH) (E)SODA DISPENSER TEVL=RAGE 7. CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 8. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 9. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURERS SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. 10, CAP/REMOVE ALL UNUSED EXISTING WATER AND GAS PIPING. COORDINATE WITH THE ARCHITECT. 11 WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER AND INSTALLED IN AN AREA READILY ACCESSIBLE FOR MAINTENANCE AND ANNUAL TESTING. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER (FLOOR SINK) WITH A LEGAL AIR GAP. 12. ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR WATER HEATER SHALL COMPLY WITH CHAPTER 5 OF 2015 IPC AND WITH MANUFACTURER'S SPECIFICATIONS. 13. CONTRACTOR TO VERIFY ALL EXISTING PLUMBING EQUIPMENT/PIPING IN THE FIELD. MAKE NECESSARY ADJUSTMENT TO AVOID CONFLICT WITH OTHER EXISTING EQUIPMENT AND ENSURE CODE NOTIFY ARCHITECT FOR ANY COMPLIANCE. DISCREPANCIES. a (E)FD-1 ®� (E)LAV-1 (TYP, 5) (E)UR-1 (E)WC-1 (E)UR-1 (E)WC-1 (E)WC-1 (E)WC-1 (E)WC-1 1"CW 1"HW 1/2"CW 1 /2"HW CW 1/-3/4"1=W ....... HW CW--� 1/2"CW 1/2"HW '‘..\__1/2"CW 1 2"H W lltkl._o!r �I au 1"CW 1"HW 3/4"GAS CONSTRUCTION NOTES S-1 1/2"FW 1. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 2. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 3. COORDINATE ALL WORK WITH OTHER TRADES. CODE & CITY NOTES 1. LAVATORY FAUCETS IN THE RESTROOMS SHALL BE THE SELF CLOSING TYPE AND SHALL NOT EXCEED A WATER FLOW OF 0.20 GAL/USE. 2. EACH FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.8GPM. 3. URINALS TO BE 0.125 G.P.F MAX. 4. HOT WATER PIPE INSULATION SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN THE DIAMETER OF THE PIPE FOR A PIPE UP TO 2 INCHES IN DIAMETER. INSULATION WALL THICKNESS SHALL BE NOT LESS THAN 2 INCHES FOR A PIPE OF 2 INCHES OR MORE IN DIAMETER. 113 (E)FD-1 1-1/4"G (200 CFH) (E)3"CW (E) TO RED RIBBON BAKERY (E SOV & SUB METER 00 1-1/4"G TO WH-1 1 /-(200 CFH) 3/4"FW FROM HIGH FLOW WATER FILTER DO►. 1 DINING L- • ARi A' ,(E)MS- 'N'is_ (E) 3"CW FROM EXISTING MAIN WATER METER .314"CW ,- '3/4"HW DOMESTIC WATER PIPE SIZING TABLE ADDRESS : JB Tukwila, 1374 Southcenter Mall, Tukwila, WA 98188 BASED ON 8 FT/S IN COLD WATER AND 5 FT/S IN HOT WATER. TYPE L COPPER STREET WATER PRESSURE SIZE (PSI) 64 (MIN) - 84 (MAX) PRESSURE AVAILABLE FOR PIPE FRICTION 64 PRESSURE LOSS (PSI) : 2" 0 WATER METER (75 GPM @ 114.3 FU F.V.) 0.16 STATIC PRESSURE AT WATER METER AFTER HEAD LOSS 63.84 PRESSURE LOSS DUE TO ELEVATION 15 X 0.433 6.50 PRESSURE LOSS DUE TO MAIN WATER FILTER 10 PRESSURE LOSS DUE TO BACKFLOW PREVENTER (WATTS / 009M2QTS) 15 PRESSURE REQUIRED FOR MOST REMOTE FIXTURE 20 PRESSURE AVAILABLE FOR FRICTION LOSS 12.34 PIPE LENGTH OF MOST REMOTE FIXTURE (FEET) 80 PIPE TOT. DEV. LENGTH (TDH) =1.3 X PIPE LENGTH (FEET) _ 104 PIPE FRICTION LOSS ( PSI/100 FT) 11.9 MIN. WATER METER SIZE BASED ON IPC AT 54 FT., 114.25 F.0 & 64 PSI IS 1-1/2" WATER MAIN: 3"0 (FLUSH VALVE UNITS) REVIEWED FOR CODE COMPLIANCE APPROVED JUN26 2019 City of Tukwila BUILDING DIVISION PG1 9-0086 SCALE: Jollibee CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP PLUMPOROUP FA ,.E. 914 E KATELLA AVENUE ANAHEIM CALIFORNIA 92805 P (014) 385.1835 F(714) 385.1834 wwwplumpgroupcom STAMP EXP. 09/10/19 PROJECT NAME/ADDRESS: Jollibee TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT WATER AND GAS PLAN SHEET NO P-300 WATER & GAS PLAN 1/4"=1'-0" NUMBERED NOTES OEXISTING 3/4" GAS PIPE UP TO AC UNIT. SEE SHEET P-300 FOR CONTINUATION. 0 3/4" CONDENSATE DRAIN DOWN FROM ROOFTOP UNIT. REFER SHEET P-200 FOR CONTINUATION. 0 NEW 3/4" GAS PIPE UP TO AC UNIT. SEE SHEET P-300 FOR CONTINUATION. 04 2" GAS PIPING UP (540 CFH) FROM EXISTING MAIN GAS LINE. REFER TO SHEET P-300 FOR CONTINUATION. O1" CONDENSATE DRAIN UP TO ICE MAKER REMOTE CONDENSING UNIT ON ROOF. REFER SHEET P-200 FOR CONTINUATION. AIL (EXISTING) v (EXISTING) GENERAL NOTES I. OUTSIDE AIR INTAKES SHALL BE LOCATED AT LEAST 10' - 0" FROM EXHAUST OUTLETS OF VENTILATING SYSTEM, COMBUSTION EQUIPMENT STACKS, PLUMBING VENTS, AND 1' - 6" ABOVE THE ROOF LEVEL. 2. CAP/REMOVE ALL UNUSED EXISTING PLUMBING VENTS FOR THE PROJECT SPACE. COORDINATE WITH THE ARCHITECT. 3. MECHANICAL, PLUMBING AND ELECTRICAL TO REQUIRED SUBCONTRACTORS ARE COORDINATE WITH EACH OTHER AND TO REFER SHEETS IN THE SET FOR CONSTRUCTION ALL TO CONDITIONS, NOT JUST THE DRAWINGS PERTAINING TO THEIR DISCIPLINE. 4. DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN HELD. MAKE NECESSARY ADJUSTMENT TO THE EXTENT OF NEW WORK AS REQUIRED. 5. PROVIDE AND INSTALL ALL PLUMBING EQUIPMENT/PIPING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDED CLEARANCES. MAINTAIN CLEARANCES TO ELECTRICAL AND SERVICE PANELS FOR MAINTENANCE. 6. CONTRACTOR TO VERIFY ALL EXISTING PLUMBING EQUIPMENT/PIPING IN THE FIELD. MAKE NECESSARY ADJUSTMENT TO AVOID CONFLICT WITH OTHER EXISTING EQUIPMENT AND ENSURE NOTIFY ARCHITECT FOR ANY CODE COMPLIANCE. DISCREPANCIES. 7. GC TO COORDINATE ALL PLUMBING PIPING ROOF PENETRATION, ROUTING AND SIZES WITH THE NOTIFY ARCHITECT ARCHITECT AND LANDLORD. FOR ANY DISCREPANCIES. 8. ALL EXISTING ROOFTOP PLUMBING PIPING TO BE SERVICED, CLEANED, REFURBISHED WITH NEW COMPONENTS AND TESTED TO ENSURE PROPER OPERATION AND CODE COMPLIANCE. -2"G ARIL (NEW) 2"G v (NEW) CONSTRUCTION NOTES 1. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 2. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 3. COORDINATE ALL WORK WITH OTHER TRADES. 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 6 2019 City of Tukwila BUILDING DIVISION PG1 9-0086 • SCALE: CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385.1835 7(714) 385-1834 xw,v.plumpgroup cam STAMP PROJECT NAME/ADDRESS: • TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT PLUMBING ROOF PLAN SHEET NO P-301 WATER & GAS PLAN 1/4"=1'-0" 1 2"V// 5DFU FCO 3"GW (E) FD-1 ▪ \\\ 5DFU / ..I / /(E) 2 DFU P.O.0 (E) 2 DFU 5 DFU (E) (E) V/ I \ (E) 3 GW VTR L S-2 5 (E) GW DFU (19 DFU) 7 / 71 / / Q \ v(E)(MS-1) 2 DFU \ \ / /IE) \ (E) (FD-11 5 DFU WCO • \\ \ N. 2"V \ 5 DFU 5 DFU 2 DFU />\ \ \ (E) 2 VTR \ \2„V (E) 3" VTR J� \ \ (El FD-1 5DFU UJ S-' �I IE) 5 DFU (E)6'GW (15 DFU) V 2"V 7 (E) 3" VTR \ \ / N. / \ / 4"GW / (17 DFU) // \\ (E) GW (38 DFU) P.O.0 \ \ \ \ P.O.0 (E)6"GW (45 DFU) 3" GW \ /> (4 DFU) 5 DFU 1 / 5 DFU \>\ 2"V \ \ 7 I �\ S-2]I 5 DFU 5 DFU \ \ FCO \ \ \ /T\ / \ \2"V \ 5 DFU, (E)6"GW 62 DFU) 4"GW (42 DFU) / (E) (E) 3' VTR JL. / / / / / / / > \ 7/ /y/ \ 1 \\\\ (E)® \\i \ 4 DFU I \\\\ //�\\ (E)CFD l� \\ i/ \ 5DFU \\ 7 \ \ N.7-\ \ > \ \\ \ \ \ (E)6"GW \(104 DFU) 7 7 7 2" VTR (E)...G„Wy 7 N. \ \ (77 77- \/ / (E)6"GW (111 DFU) \ \ (E) 4"S (43 DFU)) FCO (E) (E) 4"S (5 DFU) 7 (E) LAV-1 1 DFU (E) \ 3" VTR JL- \ /^\ 1 / \ 7 \ -\ 1 1 / \J / \\ \\ 1 DFU \ >\ / i FCO REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 6 2019 City of Tukwila BUILDING DIVISION PG1 9-OO86 SCALE: CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP pkuppeRotp 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385.1835 F(714( 385.1834 mrwplump3roup,com STAMP EXP. 09/10/19 PROJECT NAME/ADDRESS: TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT PLUMBING RISER DIAGRAM SHEET NO P-400 PLUMBING WASTE & VENT RISER DIAGRAM NONE SODA DISPENSER ICE MAKER ss s6 y� h'R / SODA DISPENSER Fj \j ICE MAKER POT FILLER RETHERMALIZER PASTA COOKER HS 2 (3 FU) / RICE STEAMER / S-2 (3 FU) CHICK. HOLD CABINET ICE BIN FAUCET (E) HS-1 r>> (3 FU) (E)S-2 (3 FU) (E)WC-1 (10 FU) (E(S-1 (3 FU( WC-1 (10 FU) 1 WC-1 (10 FU) '6 F(10 FU) (E) 1 1/4"CW\Cr/ (E) SOV \ \\ / \ \ � / // / ;��/ ',N ,7- \ 7 / 7 )\', 7 / Fv\ (E) WATER SUB -METER UR-1 (5 FU) UR-1 (5 FU) P.O.C. / / RECIRC. PUMP / (E) LAV-1 (1.5 FU) / (E)MS 1 (2.25 FU( 4 (E) LAV-1 (1.5 FU) MWF-1 MS-1 (2.25 FU) j, (E) LAV-1 (1.5 FU) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 6 2019 City of Tukwila BUILDING DIVISION PG1 9OO86 PLUMBING HOT & COLD WATER RISER DIAGRAM SCALE: NONE CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP PWPAPCIIOUP CA 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 wxw.plumpgroupmm STAMP 050. 09/10/19 PROJECT NAME/ADDRESS: TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT PLUMBING RISER DIAGRAM SHEET NO P-401 (E)AC-3 (^8 CFH) (E)AC-2 J/4^ (TYP) (+0 CFH) , (E)AC-1 (E)l^ GA3 (125 CFH) ' / (E)1 1/4" GAS - (221 CFH) | (E)3^ GAS (1D53 CFH) (E)GAS METER 1853 CFH 20' 3' - (F)AUTO S.O.V.SH UT OFF SFISMIC PRV /ns^nu� �m� `°=` ,=" ``- -_ _- '"'� (BE, 0W GRADE) 1'-8^ 4' lO' (E)J^ GAS (E)3^ GAS (1032 CFH) (E)2 1/2^ GAS (E)3^ GAS (1100 CFH) IF (:� pox�z 10, -2^ SAS (540 CFH) -lie 1 |J' 2" GAS (532cm) =� xBHERM. '- (yo c|n) ,, COCKER (88 CFH) l l/2^ GAS (J62 CFn) J/4" (IYPj ~� r�x/mmr* _ _-_ (112 CFH) GR0Di[ (50 CFH) l^' (Jzg c=-�) 2' 2^ GAS (56O Cm) 4 JOY Fxy[x l^ GAS 2 F. FRYER 26' �2' AYpj J/u (TYPj (200 CFH) 15, WH1 (200 CFH) w0|E3: (DC0NNECT NEW G^5 nIPE TO EXISTING GAS PIPE LINE (FIELD v[nITO SERVE ROOFTOP UNITS AND xRCnEw ^p,LmwC[S. LOW PRESSURE NATURAL GAS TABLE GAS p|pE n|zc CFH (@ 155' ToL. v[R|Fr IN r|E0) 1/c^ 37 3/4" n r 1+* 1-1/4" uen 1-1/c' 443 [ 854 2-1/2' 1360 TOTAL DEVELOPED LENGTH 155 FEET ' --' REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION PG 19-0086 �8��|��CJM|�� 0��D W|��@i|V| CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED mTHESE CONSTRUCTION oo^W/woc THE ARCHITECT AND HIS CONSULTANTS ASSUME wnRESPONSIBILITY FOR cowSrnoc//nw n/oS on CONSTRUCTION PERFORMED FROM THESE MEP ^`^,"^`cu^AVENUE =^=^0/1" PROJECT NAME/ADDRESS: L TU�8 8 �� -'-'_.._-` SPACE 372&36DLEVEL 1 WEOTF|ELDSOUTHCENTER 1374 SOUTHCENTER MALL NO. REVISIONS / ISSUE DATE DATE DESCRIFTION 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER CHECKED BY po PEI SHEET CONTENT PLUMBING RISER DIAGRAM • m 5020100. USING 0000 PSI WELD STRENGTH GRADE oc R.NE022e22-N0 II • LIQUID CAPAC0 DOES NO" INCLUDE,' OF A 2 ■ one ntuni..en Ww cowEnJ 250,0 ▪ 5211,122 UPC A. 102062..o25D AS SHOWN ON ^n_'1LOD WATT. 1500 GALLON (Model. JP1500ECE-G) GREASE INTERCEPTORS LISTED BY UPC A c w�Z , " rr D i.lS ..�� © "� ts' © ,�.. 0 er a iz- PLAN VIEW o r 0 t , Pmom g Ir LI If 70 wii 114 It. — �rveu nv. NT RLG 05 A09 6 TOP 5522 MD CA00 CON KO, 1i.0/5 Ns 5 C5CLI522 5500 Ga5LONCOVOR 612212255,.1 swl wr. 5.6502s. 5 21 neOPEN25410 RHU2. 20119, 5,909 BAFFLE WALL 111 CORE WO 55,....,50,29,55,9,FEN55LF151 LOCATE AS FO5LOWO M Locae FOLLOWS: accoMSECTnti. 5sl5He5Acamro. T 1 nuc.5920 . 1200LIVMS TOP 5122.191 SURFACEMT° LOCATE LOWS_ 1 cM .ens. no10M WIN W.FIFF x5. Jensen Precast reserves the right to make changes to product design and/or dimensions without notice, Please contact Jensen Precast whenever necessary tor cone -motion or advice on product design. FOR REFERENCE ONLY JEI1IiIiIl. CW SUPPLY TO FREQUENTLY USED FIXTURE 1/2" UNION MAXIMUM OF 4 1/2" SOFT COPPER VALVE TRAP PRIMER VALVE (IN WALL BEHIND ACCESS PANEL) 1/2" CONNECT TO FLOOR DRAIN PROVIDED WITH 1/2" PRIMER TAP NOTE: TRAP PRIMER VALVE AND DISTRIBUTION UNIT BY PRECISION PLUMBING PRODUCTS INC. OREGON # 1 CORROSION RESISTANT BRASS TRAP PRIMER WITH A COPPER RESERVOIR AND A PVC DIAPHRAGM. FLOOR DRAIN FINISHED FLOOR SANITARY OR STORM SEWER LINE AS REQUIRED FOR DEPTH OF SEWER NOTE: 1. PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. 2. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). 3. PROVIDE PLASTIC PLUG IN CAST IRON BODY. 4. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION, FLOOR SLAB ON GRADE BRANE CLAMP NO HUB CAST IRON PIPE BELOW FLOOR. TRAP PRIMER PIPING DETAIL 4�/ FLOOR CLEANOUT 3�/ METAL BRAIDED BRONZE FLEXIBLE HOSE WITH WELDED ENDS. (TYP.) PRIMARY DRAIN 6" (MAX) CAPPED BELOW ROOF RATED ASSEMBLY SCREWED h 1' 3" (MIN.) CLEANOUT PLUG ROOF ADAPTER — TYP.) /) It —ADAPT TO UNIT AS REQUIRED ti MAKE-UP AIR UNIT (SEE MECH. DWG.) I PLATFORM CURB WHERE CLEANOUT IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW CONCRETE FLOOR SLAB NOTE: c II c c II c c II •4 4 d 1. PROVIDE WCO WHERE SHOWN ON PLAN. 2. CLEANOUT FACE SHALL TERMINATE AT WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN NOTE: 1. HOT WATER HEATER TO BE SET TO 120°F. 2. PROVIDE SPACER BLOCK BETWEEN WATER HEATER AND WALL. 3. ALL VALVES AND GAUGES TO BE BELOW CEILING AND ACCESSIBLE. 4. PROVIDE SHOP DRAWING AND AS -BUILT. 5. REFER WATER HEATER MANUFACTURER'S CUT SHEET FOR ADDITIONAL INFORMATION. 6. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC SUPPORT AND BRACING OF ALL EQUIPMENT, TANKS AND PIPING. 7. DETAIL IS DIAGRAMMATIC ONLY. COORDINATE WITH THE ARCHITECT FOR THE SHORTEST PLUMBING PATH AND LOCATION OF VALVES, TANKS AND OTHER ACCESSORIES PRIOR TO INSTALLATION. CEILING HOT WATER RETURN COLD WATER SUPPLY LEGEND TEMPERATURE & { PRESSURE RELIEF VALVE ;- CIRCULATING PUMP. DRAIN b'1 BALL VALVE W/ UNICNa CHECK VALVE Pi UNION )0-- HOT WATER CONDENSATE & RELIEF DRAIN TO FLOOR SINK KEEP CLEAR W.H. PLATFORM PROVIDE UNIONS BEYOND TOP OF WATER HEATER CAP EXPANSION TANK AMTROL ST-12 PIPET & PTO FUNNEL DRAIN FINISHED FLOOR GAS -FIRED WATER HEATER DETAIL GREASE INTERCEPTOR DETAIL CONDENSATE DRAIN PIPING DETAIL 6J WALL CLEANOUT SAMPLE BOX WITH PIPE CONNECTORS 24" DIA. CAST IRON FRAME AND COVER WITH GASKET VARIABLE COMPACTED FILL OR UNDISTURBED EARTH VARIABLE PLAN VIEW COVERS AND RISERS REMOVED BOX WEIGHT: 860 LBS. BOX DESIGN LOAD: H-20 TRAFFIC BOX I.D. SURFACE AREA: 3.142 SQ, FT. MODEL EV200 AS REQUIRED 2432-03 RISER-3" 2432-06 RISER-6" 12432-12 RISER-12" 20" EECtNNECTOR DETAIL 6" DIA. TROUGH 0 END VIEW PLUMBING BETWEEN TANK AND BOX SUPPLIED AND INSTALLED BY CONTRACTOR PIPE CONNECTOR (L-LOK) DETAIL SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDISTURBED EARTH IN TRAFFIC CONDITION. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. Jensen. PFighlIo makechanges 255 a d/ sa - i - .PI 1 rec .never ne m ry for confirmation or FAO, onp Odor tles9 FOR REFERENCE ONLY CONNECTOR DESIGNED FOR 4" PIPE SHOWN WITH PIPE INSTALLED JEI1501. PIPING ABOVE CEILING 4- HW 5-Cw ABOVE CEILING BELOW CEILING STAINLESS STEEL ACCESS PANEL IN CABINET PIPING ABOVE CEILING 4- HW 4- CW HOT WATER AND COLD WATER SUPPLY TO FIXTURE ISLAND CABINET LOCATION CEILING 4 PIPING DOWN IN WALL ABOVE CEILING LOCATION HOT WATER AND COLD WATER SUPPLY TO FIXTURE AS CLOSE TO THE INLET OF THE EQUIPMENT AS PRACTICAL 12" DOUBLE BRAIDED FLEXIBLE CONNECTION (FLEXONICS) (RATED FOR EXTERIOR LOCATION) UNION GAS SUPPLY INLET AS SHUT-OFF VALVE TEE FITTING IPPLE 3" MIN 5� IPC SECTION 802.2.1 INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK INTO A WASTE RECEPTOR. WASTE RECEPTORS SHALL BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. INDIRECT WASTE PIPING THAT EXCEEDS 30 INCHES IN DEVELOPED LENGTH MEASURED HORIZONTALLY, OR 54 INCHES IN TOTAL DEVELOPED LENGTH, SHALL BE TRAPPED. IPC SECTION 802.2.2 THE AIR GAP BETWEEN THE INDIRECT WASTE PIPE AND THE FLOOD LEVEL RIM OF THE WASTE RECEPTOR SHALL BE NOT LESS THAN TWICE THE EFFECTIVE OPENING OF THE INDIRECT WASTE PIPE. INDIRECT WASTE P GROUT AND FLOORING BASEJLg. 1 2 MIN. AIRGAP 000 00000r .}\__FLOOR TROUGH/GRATE FLUSHED WITH FINISHED FLOOR HALF EXPOSED WITH GROUT FILLED AT 45' FINISHED FLOOR } 0.25" MINIMUM DIRECT CONNECTION TO GREASED WASTE FLOOR SINK SHALL BE EASILY AND FULLY ACCESSIBLE FOR CLEANING. MOUNT FLOOR SINK FLUSH TO FINISHED FLOOR ONLY AT THE CUSTOMER SIDE. RAISE FLOOR SINK PER DETAIL ABOVE AT THE OPERATION SIDE. TYPICAL WATER HAMMER ARRESTOR DETAIL TYPICAL GAS CONNECTION TO EQUIPMENT 77 INDIRECT WASTE PIPING HANDOUT PROVIDE CLEANOUTS IN TURNS/ENDS OF PIPE SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE DISCHARGE INTO CENTER OF FLOOR SINK WITH MIN. 1" AIR GAP NOTE: ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. REFER TO LOCAL CODES FOR FURTHER INFORMATION. MAKE CONNECTION TO EQUIPMENT AS REQUIRED PROVIDE TRAP AND 6" HIGH PIPE VENT OPEN TO ATMOSPHERE WHEN DRAIN LINE IS LONGER THAN 5' LAVATORY OR SINK SLIP -JOINT FITTING. BY PLUMBING CONTRACTOR TRAP FINISHED FLOOR CLEANOUT PLUG CONDENSATE DRAIN DOWN IN WALL. SEE PLANS FOR SIZE. ESCUTCHEON PLATE VENT WALL WASTE WALL FINISHED FLOOR PG MIN. 18" REVIEWED FOR CODE COMPLIANCE APPROVED JUN26 2019 City of Tukwila BUILDING DIVISION TEE WITH 1 /4" TURN 1 /2" BALL VALVE WITH HOSE BIBB CONNECTION AND APPROVED NON -REMOVABLE VACUUM BREAKER (WILKINS MODEL #BFP-9). OMESTIC COLD WATER SUPPLY TO THE BUILDING FROM WATER METER WITH REDUCED PRESSURE BACKFLOW PREVENTER AND PRESSURE REDUCING VALVE 86 9� ) CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 305-1834 W455.pluvproup.can STAMP EXP. 09/10/19 PROJECT NAME/ADDRESS TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT PLUMBING DETAILS SHEET NO P-500 SAMPLE BOX DETAIL 2/ INDIRECT WASTE EQUIPMENT CONNECTION 10 TYPICAL CONNECTION AT FIXTURE DRAIN DOWN VALVE DETAIL SECTION 15410 PLUMBING PART I -GENERAL 1.00 APPLICABLE PROVISIONS OF GENERAL CONDITIONS APPLY TO THE WORK OF THIS SECTION. 1.01 WORK INCLUDED: A. NOTE THAT THE WORK OF THIS SECTION MAY BE INDICATED ON ANY OF THE CONTRACT DRAWINGS. B. ALL SOIL, WASTE, VENT AND SANITARY DRAINAGE PIPING INSIDE OF BUILDING AND EXTERIOR OF BUILDING TO SITE CONNECTIONS. C. ALL DOMESTIC HOT AND COLD WATER INSIDE OF BUILDING AND EXTERIOR OF BUILDING TO SITE CONNECTIONS. D. FURNISHING AND INSTALLING OF PLUMBING FIXTURES, ETC. E. ALL HOT WATER AND HOT WATER RETURN PIPING INSULATION. F. WORK INDICATED ON DRAWINGS BUT NOT MENTIONED IN SPECIFICATIONS, OR VISE VERSA, SHALL BE PERFORMED THE SAME AS IF SPECIFICALLY MENTIONED OR INDICATED IN BOTH LOCATIONS. ALL SUPPLEMENTARY LABOR OR MATERIALS REQUIRED FOR A COMPLETE, APPROVED, AND PROPERLY OPERATING INSTALLATIONS SHALL BE FURNISHED WHETHER OR NOT INDICATED AND SPECIFIED, AND WITHOUT ADDITIONAL COST TO OWNER. G. PERMITS AND FEES REQUIRED FOR THE INSTALLATION OF WORK OF THIS SECTION. THIS INCLUDES OBTAINING AND PAYING FOR PERMIT FOR THE INSTALLATION OF THE SEPTIC TANK, AT NO ADDITIONAL COST TO OWNER. 1,02 RELATED WORK IN OTHER SECTIONS A. TEMPORARY WATER. B. ALL LINE VOLTAGE ELECTRICAL WIRING AND CONDUIT. C. FIRE SPRINKLER SYSTEM 1,03 REFERENCED GENERAL REQUIREMENTS A. ADMINISTRATIVE REQUIREMENTS: WORK COVERED BY CONTRACT DOCUMENTS; SITE CONDITIONS; CODES. 8. CUTTING AND PATCHING. C. SUBMITTALS: SCHEDULING SUBMITTALS; PROJECT SCHEDULE DATA. D. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES: DRAWINGS: MATERIAL LIST; CATALOG CUTS; SAMPLES. E. QUALITY CONTROL. F. FIELD QUALITY CONTROL TESTS. G. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS: PROTECTION OF WORK AND PROPERTY; CLEANUP DURING CONSTRUCTION. H. PRODUCT OPTIONS AND SUBSTITUTIONS: PROPRIETARY SPECIFYING; CONTRACTOR REQUESTED SUBSTITUTIONS. L CONTRACT CLOSEOUT: FINAL CLEANUP; WARRANTIES; RECORD DOCUMENTS; OPERATION AND MAINTENANCE MANUALS. 1.04 PROJECT CONDITIONS A. PROVIDE FOR SITE CONDITIONS. B. VERIFY LOCATION OF CONNECTIONS TO EXISTING WASTE, WATER AND GAS LINES. VERIFY STRUCTURAL ELEMENTS OF EXISTING CONDITIONS. C. EXAMINE DRAWINGS AND SPECIFICATIONS. REPORT DISCREPANCIES. REPORT CONFLICTS WITH STATUTORY REQUIREMENTS. OBTAIN RESOLUTION OF DISCREPANCIES AND/OR CONFLICTS PRIOR TO BIDDING. D. PROVIDE PRODUCTS AND LABOR FOR WORK OF THIS SECTION TO SAME EXTENT REQUIRED FOR WORK AS A WHOLE AS SPECIFIED IN OTHER SECTIONS AND TO EXTENT REQUIRED BY STATUTE. E. COORDINATE WORK OF THIS SECTION WITH AFFECTED TRADES. REPORT CONFLICT AND DISCREPANCIES. F. CONSULT WITH AFFECTED TRADES REGARDING INSTALLATION CLEARANCES. REPORT CONFLICTS. G. DO NOT PROCEED IN AREA OF CONFLICT UNTIL SUCH HAS BEEN RESOLVED. 1.05 CODE PERMITS, FEES AND ACCEPTANCES A. CODES. 1. DEFINED IN OTHER SECTIONS 2. COMPLY WITH CODES. 3. COMPLY FULLY WITH FIRE DEPARTMENT REQUIREMENTS. B. PERMITS AND FEES. 1. PROVIDE FOR THE WORK OF THIS SECTION AS REQUIRED. 2. OBTAIN AND PAY FOR PERMITS FOR WORK OF THIS SECTION. C. ACCEPTANCES. 1. PRIOR TO ACCEPTANCE FURNISH OWNER WITH SUCH SETS OF OPERATION AND MAINTENANCE MANUALS AS ARE REQUIRED BY OTHER SECTIONS. PROVIDE VALVE LEGEND, TABLE OF CONTENTS, AND ALL WARRANTIES. 2. OBTAIN ARCHITECTS ACCEPTANCE OF ALL SYSTEMS AND OPERATIONS. 1.06 QUALITY ASSURANCE A. SUPERVISION: PERFORM THE WORK UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT SUPERINTENDENT AND/OR FOREMAN CAPABLE OF UNDERSTANDING THE CONTRACT DOCUMENT AND IMPLEMENTING THEIR REQUIREMENTS. DO NOT CHANGE SUPERVISOR WITHOUT ACCEPTANCE OF SUBSTITUTION BY ARCHITECT. 8. WORKSMANSHIP: EMPLOY WORKMEN SKILLED IN THE VARIOUS TYPES OF WORK BEING PERFORMED. C. PERFORM WORK AS SPECIFIED. D. REPLACE WORK NOT CONFORMING TO REVIEWED/ACCEPTED SHOP DRAWINGS/PRODUCT DATA. E. REPLACE WORK NOT CONFORMING TO CONTRACT REQUIREMENTS. 1.07 SCHEDULING A. AS SPECIFIED IN OTHER SECTIONS. 1. SCHEDULE SUBMITTALS. 2. PROVIDE PROGRESS SCHEDULE DATES 3. CONTRACTOR SHALL INCLUDE ALL REQUIRED TIME TO MEET WITH OWNER'S REPRESENTATIVE IN HIS WORK TO SCHEDULE ALL CONSTRUCTION FOR THE PROJECT, AT NO ADDITIONAL COST. 1.08 SUBSTITUTION A. PROCEDURES FOR REQUESTING SUBSTITUTION ARE SPECIFIED IN GENERAL CONDITIONS. 1.09 SUBMITTALS A. SHOP DRAWINGS. 1. COMPLY WITH PERTINENT PROVISIONS OF OTHER SECTIONS. 2. DRAWINGS SHALL INDICATE FOLLOWING. A. ALL INFORMATION REQUIRED TO INDICATE COMPLIANCE OF SYSTEM WITH DESIGN CRITERIA AND OTHER CONTRACT REQUIREMENTS. 8. COORDINATION WITH STRUCTURAL ELEMENTS, CEILING SYSTEM, LIGHTING FIXTURES, HVAC OUTLETS, DUCTWORK, 3. SUBMIT DATED, CERTIFIED REPORTS REQUIRED TESTS. 4. SUBMIT COMPLETE DRAWINGS FOR FINAL REVIEW, B. PRODUCT DATA. 1. FIXTURES, PIPING, VALVES, FLOOR SINK. 2. PIPE AND FITTINGS. C. MANUFACTURER/SUPPLIER PRODUCT SPECIFICATIONS AND INSTALLATIONS INSTRUCTIONS. D. MANUFACTURER/SUPPLIER CERTIFICATES ATTESTING THAT PRODUCTS FURNISHED COMPLY WITH STANDARDS SPECIFIED/REFERENCED HEREIN. 1.10 RECORD DOCUMENTS A. PROVIDE AS REQUIRED BY GENERAL CONDITIONS. B. PROVIDE/MAINTAIN SHOP DRAWINGS FOR WORK OF THIS SECTION. C. RECORD DRAWINGS SHALL BEAR STAMP IMPRINTS AND SIGNATURES INDICATING THEIR ACCEPTABILITY TO BUILDING AUTHORITIES. 1.11 PROTECTION OF WORK AND PROPERTY A. PROVIDE AS SPECIFIED IN OTHER SECTIONS. B. REPAIR AND MAKE GOOD DAMAGE RESULTING FROM THE WORK OF THIS SECTION. 1.12 TEMPORARY WATER A. PROVIDE AS REQUIRED PER CODE. 1.13 INSPECTIONS REQUIRED A. ARRANGE FOR AND PROVIDE INSPECTIONS REQUIRED BY BUILDING AUTHORITIES. 1.14 CUTTING AND PATCHING A. PERFORM AS SPECIFIED IN OTHER SECTIONS. 1.15 WARRANTY A. PROVIDE INSTALLER'S WARRANTY AS SPECIFIED IN OTHER SECTIONS. 2.00 PRODUCTS 2,01 GENERAL A. TO THE EXTENT POSSIBLE MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE: I. U.L. LISTED. 2, FACTORY MUTUAL APPROVED. 2.02 MATERIALS A. ALL MATERIALS FOR THE SAME GENERAL USE SHALL BE OF THE SAME TYPE AND MANUFACTURER. 2.03 PIPE SCHEDULE A. PIPE AND FITTINGS. 1. MAIN WATER SERVICE BELOW GRADE: A. PIPE: COPPER TYPE K MAKE JOINTS WILL SILFOSE. B. FITTINGS: WROUGHT COPPER TO MATCH PIPE MATERIAL. 2. DOMESTIC WATER PIPING IN BUILDING: A. PIPE: COPPER TYPE L MAKE JOINTS WITH 95-5 SILVER SOLDER OR APPROVED EQUAL. B, FITTINGS: TO MATCH PIPE MATERIAL. 3. SOIL, WASTE AND VENT PIPING: A. FOR SANITARY WORK BELOW FLOOR AND OUTSIDE UNDERGROUND SHALL BE SERVICE WEIGHT CAST IRON PIPE AND FITTINGS. SOIL LINES 5 FEET OR MORE FROM BUILDINGS MAY BE VITRIFIED CLAY PIPE WITH FIRST GRADE MARKINGS UNLESS NOTED OTHERWISE. B. FOR PIPING INSTALLED ABOVE GROUND, SHALL BE SERVICE WEIGHT CAST IRON PIPE AND FITTINGS. NO -HUBS WITH STAINLESS STEEL COUPLING, 4. NATURAL GAS PIPING: SHALL BE SCHEDULE 40 BLACK STEEL WITH SCREWED FITTINGS. B. PIPE SUPPORTS. I. PROVIDE PIPE SUPPORT AND BRACING TO COMPLY WITH GOVERNING AUTHORITIES. 2. MANUFACTURERS: GRINNEL, FEE AND MASON, ELCEN, MICHIGAN, SUPERSTRUT. 2.04 PIPE MATERIALS, FITTINGS AND VALVES A. CAST IRON SOIL PIPE AND FITTINGS: SERVICE WEIGHT CAST IRON, CONFORMING ASTM A-74-69 OR NO -HUB TYPE CONFORMING TO CISPI 301-72. B. LEAD: NEW PIG LEAD, CONFORMING TO ASTM B29-43. C. HEMP PACKING: IMPREGNATED JUTE, MANUFACTURED FOR CAULKING SOIL PIPE AND FITTINGS. D. GALVANIZED OR BLACK IRON PIPE: STANDARD WEIGHT PIPE CONFORMING TO ASTM A 12-47. E. FITTINGS SERVICE WEIGHT CAST IRON DRAINAGE TYPE FITTINGS FOR STEEL LINES. WROUGHT COPPER FITTINGS FOR COPPER LINES. F. UNIONS: FOR CONNECTIONS IN IRON PIPE LINES 2 1/2 INCHES AND SMALLER, USE GROUND JOINT BRASS TO IRON UNIONS. UNIONS IN COPPER LINES SHALL BE COPPER TO COPPER. G. VICTAULIC COUPLINGS MAY BE USED WHERE PERMITTED BY CODE. H. VALVES SHALL CONFORM TO THE FOLLOWING: I. GATE VALVES: SOLID WEDGE DISC, RISING STEM. NON RISING STEM MAY BE USED ONLY WHERE THERE IS INSUFFICIENT CLEARANCE. A. 3" AND SMALLER: CRANE 4428 (RISING STEM) 2. GLOBE VALVES: REPLACEABLE COMPOSITION DISC SUITABLE FOR 200 DEGREES HOT WATER. A. 2" AND SMALLER: CRANE 47, BRONZE, SCREWED. 3. CHECK VALVES: A. 3" AND SMALLER: CRANE #37. BRONZE, SCREWED, SWING CHECK TYPE. 4, GAS COCKS: A. 2" AND SMALLER: CRANE #250. BRONZE, SCREWED. 5. STRAINERS: A, 3" AND LARGER: CRANE 4988, SCREWED, 6. PRESSURE REGULATORS: MUELLER H-9000, WILKINS SERIES 500. INSTALL WITH BRASS STRAINER UPSTREAM OF REGULATOR. 7. PARTITION STOP VALVES: CHICAGO FAUCET # 1771, LOOSE KEY TYPE. 2.05 FLASHING A. FLASH ALL PIPES PASSING THROUGH ROOF WITH SEMCO # 1100-4 SEAMLESS FOUR POUND FLASHING WITH STEEL REINFORCED VARIPITCH BOOT AND CAST IRON COUNTERFLASHING SLEEVE. 2.06 PIPE HANGERS A. WATER PIPING: FEE AND MASON 4199 ADJUSTABLE SPLIT RING HANGERS WITH SUPPORTING RODS. PROVIDE SEMCO SERIES #100 OR #500 TRISOLATORS. B. SOIL AND WASTE PIPING: FEE AND MASON 4199 ADJUSTABLE SPLIT RING HANGERS WITH SUPPORTING RODS. USE FEE AND MASON #241 RISER CLAMPS AT EACH FLOOR AND AS REQUIRED. 2.07 CLEANOUTS A. EXTERIOR: SMITH #4253 WITH X.H. CAST IRON TOP IN CONCRETE AREAS. IN NONSURFACED OR BLACKTOP AREAS INSTALL WITH RING OF CONCRETE 6" BELOW SURFACE. B. FLOORS: SMITH 44023 WITH ROUND NICKEL BRONZE TOP IN FINISHED ROOM FLOORS. SMITH 44223 WITH ROUND CAST IRON TOP IN UNFINISHED ROOM FLOORS. CLEANOUTS SHALL BE FLUSH WITH FLOOR TYPE WITH ADJUSTABLE WATER -TYPE COVER, HAVING INTEGRAL ANCHORING FLANGE AND CLAMPING COLLAR WHEN WATERPROOFING MEMBRANE IS USED. C. FINISHED WALLS: SMITH 44532 WITH ROUND CHROME PLATED ORSTAINLESS STEEL ACCESS PATE AND SCREW. D. CLEANOUT PLUGS SHALL BE EXTRA HEAVY BRONZE PLUGS. 2.08 ACCESS BOXES A. WALLS: STAINLESS STEEL FACE IN TILE WALLS. USE BONDERIZED PRIME COATED STEEL FACE AND WITH ALLEN LOCK IN WALLS OF OTHER FINISHED ROOMS. B. CEILINGS: USE WITH BONDERIZED PRIME COATED STEEL FACE AND ALLEN LOCK IN WALLS OF OTHER FINISHED ROOMS. C. FLOORS: SMITH #4910 WITH POLISHED ALUMINUM ALLOY OR NICKEL BRONZE NON-SKID TOP IN FINISHED ROOMS. USE SMITH #4910 WITH PLAIN ALUMINIUM OR NICKEL BRONZE NON SKID TOP IN UNFINISHED ROOMS. USE SMITH 44920 FOR FLOORS COVERED WITH TILE. 2.09 TRAPS A. FOR LAVATORIES AND SINKS, EXCEPT SERVICE SINKS, SHALL BE CHROME PLATE CAST BRASS, L.A. PATTERN WITH BRASS NUTS. PROVIDE TRAP INSULATORS AS REQUIRED BY HANDICAPPED CODE. INSULATORS SHALL BE PRE -FORMED, WRAPPING IS NOT ACCEPTABLE. 2.1D WATER HAMMER ARRESTORS A. SMITH 45000 SERIES STAINLESS STEEL. 2.11 FIXTURES AND EQUIPMENT A. REFER TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS. 2.12 INSULATION A, HOT WATER AND HOT WATER RETURN PIPING: FURNISH AND INSTALL 1" THICK FIBERGLASS PIPE INSULATION WITH PREFORMED INSULATION FITTINGS. PART III - EXECUTION 3.01INSPECTION A. INSPECT AREA OF INSTALLATION AND STATUS OF RELATED WORK. B. MEASURE WORK IN PLACE: DIMENSIONS CRITICAL TO INSTALLATION, INCLUDING LEVEL AND PLUMB. C. REPORT CONDITIONS PREVENTING PROPER EXECUTION. D. DO NOT PROCEED IN AREAS ADVERSELY AFFECTED UNTIL DEFICIENCIES ARE CORRECTED. 3.02 PREPARATION, LAYOUT AND DETAILING A. VERIFY ALL SPACES, DIMENSIONS. LOCATIONS, CONDITIONS, ETC., REQUIRED FOR INSTALLATION OF ALL PLUMBING AND RELATED WORK, ASSUME FULL RESPONSIBILITY THEREOF. B. OBTAIN ALL NECESSARY ROUGH -IN DATA AND DIMENSIONS FOR ALL FIXTURES, EQUIPMENT, OWNER FURNISHED EQUIPMENT, AND EQUIPMENT FURNISHED UNDER OTHER SECTIONS. C. EARTH OR GRAVEL COVER OVER UNDER -FLOOR LINES SHALL BE 4" MINIMUM. D. NO EXPOSED PIPES OR CONDUIT WILL BE PERMITTED TO SHOW ON INTERIOR OF BUILDING IN ANY FINISHED ROOM. WHERE THIS WOULD OCCUR, EXPOSED PORTION SHALL BE FURRED OR CASED WHEN NOT ADJACENT TO THE WALL, E. NO UNDERGROUND LINE SHALL BE INSTALLED LESS THE TEN INCHES AWAY FROM ANY REFRIGERANT PIPING. F. MAINTAIN AMPLE HEADROOM, CLEARANCES AND ACCESSIBILITY. INTERFERENCES BETWEEN WORK OF VARIOUS TRADES WILL BE RESOLVED BY THE ARCHITECT WHOSE DECISION WILL BE FINAL. RELOCATE OR OFFSET ANY WORK AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, ALL AT NO ADDITIONAL COST TO OWNER. MAINTAIN CEILING HEIGHTS TO AVOID EXCESSIVE FURRING REQUIREMENTS. G. IF NOT EXACTLY LOCATED ON DRAWINGS, OBTAIN LOCATIONS OF FIXTURES, EQUIPMENT, APPLIANCES, ETC. FROM ARCHITECT. NO TOLERANCE WILL BE ALLOWED. 3.03 ROUGHING -IN A, PROCEED WITH ROUGH -IN AS RAPIDLY AS CONSTRUCTION WILL PERMIT. FIT ALL PIPING WITHIN AVAILABLE SPACES USING FITTINGS, OFFSETS, HANGERS, ETC. AS REQUIRED TO ACCOMPLISH THIS RESULT. NOTIFY ARCHITECT AND OWNER WHEN ROUGH -IN IS COMPLETE SO THEY MAY INSPECT AND VERIFY LOCATIONS OF ALL ROUGH -INS, STUB -UPS, ETC., PRIOR TO CLOSING IN OF WALLS OR POURING OF CONCRETE FLOORS. 3.04 PIPE INSTALLATION AND HANGERS A. ALL PIPING SHALL BE RUN CONCEALED IN FINISHED ROOMS. IN OTHER ROOMS WHERE PIPING RUN IS EXPOSED, PLACE IN UNIMPORTANT AND OUT -OF -WAY PLACES, AND AS ACCEPTED BY ARCHITECT. B. ALL VERTICAL PIPES SHALL BE PLUMB, GRADE HORIZONTAL PIPES TO UNIFORM SLOPES AS REQUIRED, WHERE TWO OR MORE PIPE RUNS ARE PLACED TOGETHER, RUN PARALLEL TO EACH OTHER C. ALL PIPING SHALL BE INSTALLED EITHER PARALLEL OR AT RIGHT ANGLES TO BUILDING WALLS. D. REMOVE FOREIGN MATERIAL FROM ALL PIPES, VALVES, AND FITTINGS, WHENEVER PIPES ARE CUT FOR CAULKING OR SCREWED FITTINGS, CAREFULLY REAM OUT AND CLEAN OFF ALL BURRS, CHIPS, AND DIRT. PROVIDE SHUT-OFF VALVES AT ALL FIXTURES, WHERE INDICATED ON THE DRAWINGS, AND WHERE REQUIRED FOR PROPER CONTROL OF THE SYSTEM. PROVIDE SHUT-OFF VALVES AT THE PIPING CONNECTIONS TO ALL EQUIPMENT CONTROLS. WHERE VALVES ARE LOCATED IN CONCEALED PIPING, FURNISH AND INSTALL METAL ACCESS PANELS OF SUITABLE SIZE AND OF THE TYPE SPECIFIED. UNLESS FLANGES ARE INDICATED, A UNION SHALL BE INSTALLED AT BYPASSES AND EQUIPMENT CONNECTION ADJACENT TO ALL VALVES AND ELSEWHERE AS INDICATED OR REQUIRED FOR EASE OF INSTALLATION AND SERVICING. UNDER NO CIRCUMSTANCES SHALL UNIONS BE INSTALLED IN INACCESSIBLE LOCATIONS. G. INSTALL APPROVED DIELECTRIC UNIONS WHEN JOINING DISSIMILAR METALS. USE OF COUPLINGS WILL NOT BE PERMITTED. H. MAKE SUITABLE PROVISIONS FOR MAXIMUM EXPANSION AND CONTRACTION OF ALL PIPING PROVIDE SWING JOINTS FITTINGS AND ANCHORS AS REQUIRED. I. FURNISH AND INSTALL WATER HAMMER ARRESTORS ON BOTH THE HOT AND COLD WATER PIPE. INSTALL IN UPRIGHT POSITION AT QUICK CLOSING VALVES AND FIXTURES, ETC. AS REQUIRED. LOCATE BEHIND ACCESS PANEL WHEN LOCATED IN CONCEALED AREAS. J. PIPES PASSING THOUGH CONCRETE OR MASONRY WALLS OR PARTITION SHALL BE RUN THROUGH RUST -PROOF SLEEVES. SLEEVES THROUGH WATERPROOFED SURFACES SHALL BE CAST IRON AND CAULKED WATERTIGHT IN AN APPROVED MANNER. SPACE BETWEEN SLEEVES AND PIPES IN OTHER WALLS OR PARTITIONS SHALL BE PACKED TIGHT WITH DENSE FIBERGLASS, OR OTHER APPROVED MATERIAL. ANY HOLES REQUIRED AFTER CONCRETE IS POURED SHALL BE CORED DRILLED. K. PIPES PASSING THROUGH CEILINGS AND STUD WALLS SHALL BE RUNTHROUGH SPERZEL CRETE SLEEVE. L. EXPOSED PIPING SHALL BE EQUIPPED WITH CAST BRASS, SPLIT HINGED HROME PLATED ESCUTCHEON PLATES, LOCKED IN PLACE WITH SET SCREWS. WHERE COVERING OCCURS, USE LONG SCREWS THROUGH COVERING. M. JOINTS IN COPPER LINES SHALL BE THOROUGHLY CLEANED WITH SANDPAPER, FLUXED, AND LINED .AS FOLLOWS: 1, 21/2"AND SMALLER: USE 95-5 SILVER SOLDER WHERE PRESSURE IS LESS THAT 150 PSIG AND TEMPERATURE IS LESS THAT 150 DEGREES F. N. EXPOSED PLATED, POLISHED OR ENAMELED CONNECTIONS FOR FIXTURES SHALL SHOW NO TOOL MARKS. 0 VALVES, TRAPS, AND OTHER APPARATUS SHALL BE INSTALLED IN EASILY ACCESSIBLE LOCATIONS. Q. WATER LINES SHALL BE RUN FROM POINT OF CONNECTION AT MAIN TO ALL FIXTURES, EQUIPMENT AND OUTLETS AS REQUIRED FOR COMPLETE INSTALLATION. CONNECT HOT WATER LINES TO HOT WATER HEATERS AS SHOWN ON DRAWINGS. EXTEND HOT WATER SERVICES TO ALL FIXTURES, QUIPMENT AND OUTLETS AS INDICATED ON DRAWINGS. HOT WATER LINES SHALL GRADE UPWARD FROM THE SOURCE OF SUPPLY, EXERCISE CARE TO PREVENT AIR TRAPS IN THE HOT WATER SYSTEM. INSULATE AS REQUIRED BY GOVERNING CODES. R- CAST IRON PIPE JOINTS: I. CAULKED JOINTS SHALL BE MADE WITH HEMP PACKING AND SOFT PIG LEAD. JOINTS SHALL BE RUN FULL AT ONE POURING AND CAULKED SOLID FLUSH WITH HUB. HEMP PACKING FOR SEALED JOINTS SHALL BE OF LONG FIBERS OF BEST QUALITY JUTE, WOVEN IN TO STRANDS AND KEPT CLEAN ON COVERED BALES UNTIL USED. 2, NO HUB JOINTS ARE PERMITTED IF APPROVED BY LOCAL UTHORITIES. USE STAINLESS STEEL BANDS ABOVE GRADE AND TYPE MG BELOW GRADE. 3, VITRIFIED PIPE JOINTS SHALL BE MADE WITH WEDGELOCK FITTINGS. ACCESS BOXES SHALL BE PROVIDED AND INSTALLED WHERE INDICATED ON DRAWINGS AND OVER ALL CONCEALED EQUIPMENT SUCH AS VALVES, TRAP PRIMERS, WATER HAMMER RESTOR, ETC„ OF SUITABLE SIZE FOR SERVICE INTENDED, MINIMUM 10 X 10. INSTALL CLEANOUTS AT ALL BENDS, ANGLES AND ENDS OF ALL WASTE AND SEWER PIPING AND WHERE NOTED ON DRAWINGS. ALL CLEANOUTS SHALL BE BROUGHT TO GRADE AND IN ALL CASES SHALL BE ACCESSIBLE. CLEANOUTS SHALL NOT BE LOCATED UNDER OR BEHIND FIXTURES, UNLESS ACCESSIBLE. VERIFY WHERE CLEANOUTS WILL BE CONSIDERED ACCESSIBLE. ALL CLEANOUTS THREADS SHALL BE THOROUGHLY GREASED WHEN INSTALLED. U. CHANGE IN LINE SIZES SHALL BE MADE WITH REDUCING FITTINGS. NO BUSHINGS SHALL BE USED. V. THOROUGHLY REAM OR DE -BURR ALL PIPING PRIOR TO INSTALLATION AND AFTER INSTALLATION THOROUGHLY BLOWOUT AND WASH OUT ALL PIPING. MAKE UP ALL RUNS OF PIPING WITH FULL LENGTH SECTIONS OF PIPE OR LENGTHS CUT TO FIT, USE NO COUPLINGS, EXCEPT WHERE LENGTH OF RUN REQUIRES MORE THAN ONE LENGTH OF PIPE. THE SHORT LENGTH SHALL BE USED AT ENDS AND NOT IN THE MIDDLE OF THE RUN. STREET ELBOWS, LONG THREADED PIPE, RUNNING THREAD OR BULLHEAD TEES SHALL NOT BE USED, ALL OFFSETS SHALL BE MADE WITH FITTINGS AND PIPES SHALL NOT BE BENT AT ANY TIME. W. CUT THREADS ON PIPE WITH CLEAR SHARP DIES, FULL THICKNESS OF DIE. MAKE JOINTS IN ALL SCREWED PIPE WITH APPROVED PIPE COMPOUND, COMPLETELY COVERING MALETHREAD. X. PIPE SUPPORTS: PROVIDE PIPE HANGERS AND HANGING RODS AS REQUIRED TO FULLY SUPPORT PIPES AND WEIGHT OF MATERIALS CARRIED. SUBMIT SCHEDULE OF RODS, PIPE SIZES, AND SUPPORTING BRACKETS. Y. WATER LINES: SECURELY ATTACH TO WALLS, STUDS, ETC. ISOLATE ALL SUCH PIPING FROM THE STRUCTURE BY A 1/8" THICK FELT PAD WRAPPED AROUND PIPING. 305 HOT WATER HEATERS A, PROVIDE SHUTOFF VALVES AND UNIONS AT BOTH INLET AND OUTLET CONNECTIONS. FOR STORAGE TANK TYPE, INSTALL PRESSURE TEMPERATURE RELIEF VALVE WITH TEST LEVER AT EACH HEATER, MOUNTED WITH ELEMENT INSIDE OF TANK. MOUNT HEATER INSIDE 22 GAGE GALVANIZED SHEET METAL PAN WITH 3" LIP AND WITH SOLDERED SEAMS. RUN 3/4" DRAIN FROM PAN TO NEAREST RECEPTOR. 3.06 VALVES A. ALL VALVES SHALL BE LOCATED IN ACCESSIBLE PLACES. WHERE IT IS NECESSARY TO INSTALL VALVE BODIES IN WALLS OR FLOORS, PROVIDE ACCESS PANELS WITH VALVE WHEELS AND BONNETS IN ACCESSIBLE LOCATION. GATE VALVES SHALL BE USED ON ALL LINES REQUIRING VALVES TO BE WIDE OPEN OR TIGHT SHUT. ALL VALVES SHALL HAVE NAME OR TRADEMARK OF MANUFACTURERS AND GUARANTEED WORKING PRESSURE CAST OR STAMPED ON BODY. ALL VALVES OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. 3.07 PROTECTION A. CLOSE ALL WASTE, VENT, WATER AND OTHER PIPE OPENINGS BY MEANS OF A TEST PLUG, SCREW CAP OR OTHER FITTING. NO PAPER, WOOD, BRICK, OR OTHER SUBSTITUTES WILL BE ALLOWED. PLUGS OR CAPS SHALL NOT BE REMOVED FROM OPENINGS EXCEPT DURING THE TIME THE OPENING IN PIPE IS BEING ACTUALLY WORKED UPON. B. ALL TRAPS IN CLOSET BOWLS, URINALS, SINKS AND LAVATORIES SHALL BE CLOSED SO THAT NO DEBRIS CAN ENTER. AREA DRAINS SHALL BE PROVIDED WITH AN INNER TOPPING AND SHALL BE PLUGGED DURING CONSTRUCTION. C. WATER CLOSETS, LAVATORIES, SINKS, AND OTHER FIXTURES SHALL BE FULLY PROTECTED DURING THE COURSE OF CONSTRUCTION. SHOULD ANY FIXTURE BECOME DAMAGED, THEN THE CONTRACTOR SHALL REPLACE WITHOUT ADDITIONAL COST TO OWNER. D. ON COMPLETION OF WORK AND IMMEDIATELY PRIOR TO FINAL TEST, REMOVE ALL PROTECTION COVERINGS, THOROUGHLY CLEAN ALL FIXTURES, AND OTHER EQUIPMENT IN CONNECTION WITH WORK, POLISH ALL BRIGHT WORK AND LEAVE WORK IN NEAT, CLEAN CONDITION READY FOR USE OPERATION AND ACCEPTABLE TO ARCHITECT. E. VALVES, METERS, REGULATORS, AND OTHER EQUIPMENT SHALL BE PROTECTED FROM DAMAGE, WHEN SO DIRECTED BY ARCHITECT , BY PROPERLY LOCATED 6" DIAMETER CONCRETE FILLED PIPE GUARDS. 3.08 ADJUSTING A. UPON COMPLETION OF WORK AND AFTER CLEANING OF ALL SYSTEMS AND APPARATUS, AUTOMATIC PARTS OF PLUMBING SYSTEM SHALL BE CAREFULLY ADJUSTED FOR NORMAL OPERATION AND MAKE FINAL ADJUSTMENTS WHERE REQUIRED. INSPECT AND CLEAN VACUUM BREAKERS OF ANY FOREIGN MATERIALS THAT WOULD HINDER THEIR PROPER FUNCTIONING. 3.09 PIPE INSULATION A. COVER ALL HOT WATER SUPPLY AND RETURN LINES. APPLY INSULATION OVER CLEAN DRY PIPES WITH ALL JOINTS BUTTED FIRMLY TOGETHER. INSULATE FITTINGS WITH SECTIONS OF PIPE INSULATION CEMENTED TO A THICKNESS EQUAL TO THE ADJOINING INSULATION. FINISH FITTINGS WITH GLAS CLOTH AND MASTIC TYPE H. INSULATION SHALL BE PROTECTED AT HANGERS, SLEEVES ETC„ WITH 16 GAGE SADDLES. B. CONDENSATE DRAINS FOR AIR CONDITIONING UNITS SHALL BE INSULATED INSIDE OF BUILDING. C. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AND MAKE WEATHERPROOF BY COVERING WITH ALUMINUM JACKET. ARRANGE SEAMS TO PREVENT TRAPPING OF MOISTURE. 3.10 TESTS A. ALL TESTS SHALL BE MADE IN STRICT ACCORDANCE WITH THE APPLICABLE ORDINANCES OR AS OUTLINED BELOW. IF REQUIREMENTS OF ORDINANCES ARE MORE SEVERE, THEY SHALL BE FOLLOWED. B. ARCHITECT, OWNER AND LOCAL AUTHORITIES SHALL BE NOTIFIED IN ADVANCE OF TIME SCHEDULED FOR TESTS SO THAT THEY MAY HAVE A REPRESENTATIVE AT ALL TESTS. C. ALL TESTS SHALL BE MADE IN PRESENCE OF AND TO SATISFACTION OF OWNER AND LOCAL AUTHORITIES. TEST PRESSURE SHALL BE HELD FOR MINIMUM OF FOUR HOURS WITHOUT SHOWING ANY LEAKAGE. D. EQUIPMENT WHICH WOULD BE SUBJECT TO DAMAGE DUE TO TEST PRESSURE SHALL BE REMOVED OR ISOLATED FROM SYSTEM. E. ALL POWER AND WATER AND ALL INSTRUMENTS REQUIRED SHALL BE FURNISHED BY CONTRACTOR AS WELL AS ALL NECESSARY LABOR. F. ENTIRE SOIL, WASTE AND DRAINAGE SYSTEM SHALL BE TESTED UNDER WATER PRESSURE OF 5 PSIG, G. ALL HOT AND COLD WATER PIPING SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 175 PSIG. H. ALL GAS PIPING SHALL BE TESTED UNDER AIR PRESSURE OF 50 PSIG. 3.11 CUTTING AND PATCHING A. PERFORM ALL CUTTING AND PATCHING AS SPECIFIED IN OTHER SECTIONS. B. DO ALL CUTTING AND PATCHING AND PROVIDE ALL OPENINGS TOGETHER WITH LINTELS AND SUPPORTS WHICH MAY BE REQUIRED FOR INSTALLATION OR WORK UNDER THIS SECTION OF THE SPECIFICATIONS. PATCHING SHALL BE OF SAME MATERIAL, WORKMANSHIP AND FINISH AND ACCURATELY MATCH, ALL SURROUNDING CONSTRUCTION. ALL CUTTING AND PATCHING SHALL BE DONE UNDER THE ARCHITECT'S INSTRUCTION, AND WHEN SO REQUIRED BY MECHANIC WHO DID ORIGINAL WORK. WHERE PIPES PASS THROUGH OR INTERFERE WITH ANY STRUCTURAL MEMBER, OR WHERE NOTCHING, BORING, OR CUTTING OF STRUCTURE IS NECESSARY, WORK SHALL BE DONE AS DIRECTED BY THE STRUCTURAL ENGINEER. TOP PLATES IN BEARING PARTITIONS SHALL NOT BE CUT OR NOTCHED. 3.12 CHASES, SHAFTS, ETC. A. CONTRACTOR SHALL ASCERTAIN THAT ALL CHASES, FURRED PIPE SPACES AND OTHER SHAFTS AND PIPEWAYS REQUIRED THROUGH WALLS, FLOORS, CEILINGS, AND ROOFS AND THROUGH ANY PARTS OF THE STRUCTURE, ARE PROPERLY LOCATED. OTHERWISE HE SHALL CUT ALL NEW OPENING REQUIRED AT HIS OWN EXPENSE. 3.13 CLEAN-UP A. PERFORM AS SPECIFIED IN OTHER SECTIONS. B. AFTER PLUMBING WORK HAS BEEN TESTED AND APPROVED, CONTRACTOR SHALL THOROUGHLY CLEAN ALL EQUIPMENT AND PIPING INSTALLATION. EXPOSED PARTS WHICH ARE TO BE PAINTED, SHALL BE THOROUGHLY CLEAN OF CEMENT, PLASTER, AND OTHER MATERIAL, ALL GREASE OR OIL SPOTS REMOVED, AND THE MATERIAL LEFT IN PROPER CONDITION TO RECEIVE PAINTER'S FINISH. C. CAREFULLY WIPE OR SCRAPE OUT ALL CRACKS AND CORNERS. D. EXPOSED ROUGH METAL WORK SHALL BE CAREFULLY BRUSHED WITH STEEL BRUSHES TO REMOVE RUST AND OTHER SPOTS, AND LEFT IN PROPER CONDITION TO RECEIVE PAINTER'S FINISH. 3.14 STERILIZATION OF WATER LINES A. GENERAL 1. BEFORE BEING PLACED IN SERVICE ALL POTABLE WATER PIPING SHALL BE CHLORINATED AS SPECIFIED BY THE LOCAL BUILDING AND HEALTH DEPARTMENT CODES. 2. CHLORINE MAY BE APPLIED BY THE USE OF CHLORINE GAS -WATER MIXTURE, DIRECT CHLORINE -GAS FEED OR A MIXTURE OF CALCIUM HYPOCHLORITE AND WATER. THE POWDER SHALL BE MIXED WITH WATER TO FORM A PASTE THINNED TO A SLURRY AND PUMPED OR INJECTED INTO THE PIPING AS HEREINAFTER SPECIFIED. 3, IF DIRECT CHLORINE -GAS FEED IS USED IT SHALL BE FED WITH EITHER A SOLUTION FEED CHLORINATOR OR BY A PRESSURE FEED CHLORINATOR WITH A DIFFUSER IN THE PIPE. B. PROCEDURE 1, PRIOR TO CLEANING, REMOVE ALL DIRT AND FOREIGN MATTER BY A THOROUGH FLUSHING OF THE WATER SYSTEM. THE CLEANING AGENT SHALL BE FED SLOWLY INTO THE WATER SYSTEM AND THE CHLORINE APPLIED IN QUANTITIES TO PRODUCE A DOSAGE OF 50 RPM OF AVAILABLE CHLORINE. RETENTION IN THE SYSTEM SHALL BE FORA MINIMUM OF 8 HOURS. DURING THE PROCESS ALL VALVES AND ACCESSORIES SHALL BE OPERATED. 2. AFTER COMPLETION OF THE ABOVE REQUIREMENTS, THE SYSTEM SHALL BE FLUSHED UNTIL THE WATER IN THE SYSTEMS GIVES CHEMICAL AND BACTERIA TEST READINGS AS REQUIRED BY GOVERNING AUTHORITIES, 3, TESTS SHALL BE CONDUCTED BY A STATE -CERTIFIED LABORATORY AND APPROVED BY THE LOCAL AUTHORITIES HAVING JURISDICTION, COPIES OF THE TESTS SHALL BE SUBMITTED TO THE ARCHITECT AND ALL GOVERNING AUTHORITIES. 4. WARNING SIGNS SHALL BE PROVIDED AT ALL OUTLETS WHILE THE CLEANING OF THE SYSTEM IS IN PROGRESS. 3.15 FIXTURES AND TRIM A. ALL FAUCETS SHALL BE EQUIPPED WITH RENEWABLE SEATS. ALL EXPOSED METAL PARTS OF PLUMBING FIXTURES IN TOILET ROOMS AND PUBLIC AREAS SHALL BE CHROMEPLATED. ALL PLUMBING FIXTURES SHALL BE THE PRODUCT OF ONE MANUFACTURER, EXCEPT WHERE CHANGES ARE APPROVED IN WRITING BY THE ARCHITECT. B. ALL FIXTURES SHALL BE SECURELY ATTACHED TO SUPPORTING SURFACES AS SPECIFIED AND INSTALLED PLUMB AND LEVEL. GROUT BEHIND ALL WALL HUNG PLUMBING FIXTURES WITH WHITE, DURABLE PLASTIC MATERIAL, ELIMINATING ALL CRACKS AND VOIDS. C. SEPARATELY VALVE EVERY SUPPLY TO EVERY FIXTURE AND PIECE OF EQUIPMENT REQUIRING VARIOUS SERVICES WITH LOCKSHIELD LOOSE KEY STOPS. IN GENERAL, THESE VALVES ARE SPECIFIED WITH FIXTURE, BUT WHERE NOT CALLED FOR IN FIXTURE SPECIFICATIONS, PROVIDE SUITABLE STOPS IN ADDITION TO FAUCETS. D. ALL CONNECTIONS TO FIXTURES SHALL BE MADE WITH DROP ELBOWS SECURED TO BUILDING STRUCTURE AND OUTLET OF ELBOW SHALL BE SCREWED. CONNECTIONS FROM ELBOW TO FIXTURE SUPPLY PIPE SHALL BE MADE WITH 85 %BRASS CHROME PLATED NIPPLE. 3.16 ACCESSIBILITY OF EQUIPMENT REVIEWED FUR CODE COMPLIANCE APPROVED JUN262019 City of Tukwila BUILDING DIVISION A. ALL VALVES, MOTORS, CONTROLS, ANC OTHER DEVICES OR COMPONENTS REQUIRING SERVICE, MAINTENANCE, AND/OR ADJUSTMENT SHALL BE PLACED IN FULLY ACCESSIBLE POSITIONS AND LOCATIONS. PROVIDE ACCESS DOORS NHERE REQUIRED IN CONSTRUCTION, WHETHER SHOWN OR NOT. PG1 9-0086 CITY SUBMITTAL BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. MEP PLUIPAKKIP 914 E. KATELIA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385)11335 F(714) 385-1834 www.plumpgroupcom STAMP EXP. 09/10/19 PROJECT NAME/ADDRESS: TUKWILA, WA SPACE 372 & 368 LEVEL 1 WESTFIELD SOUTHCENTER 1374 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS / ISSUE DATE NO. DATE DESCRIPTION 3 061819 1ST PERMIT SUBMITTAL 4 061819 HEALTH SUBMITTAL JOB NUMBER MEP # 1901069 DRAWN BY CHECKED BY PEI PEI SHEET CONTENT PLUMBING SPECIFICATIONS SHEET NO P-600