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HomeMy WebLinkAboutPermit PG14-0179 - GRILL CITY - PLUMBING AND GAS PIPINGGRILL CITY 1368 SOUTHCENTER MALL 140 PG14-0179 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 9202470090 Permit Number: 1368 SOUTHCENTER MALL 140 Issue Date: Permit Expires On: Project Name: GRILL CITY PG 14-0179 10/30/2015 4/27/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 WILLIAM MILLHOLLIN 1026 SW 151 ST, BURIEN, WA, 98166 LAKE WASHINGTON CONST SVCS INC Address: 5511 NE 70TH ST, SEATTLE, WA, 98115 License No: LAKEWWC866LZ Lender: Name: Address: Phone: (206) 601-7043 Phone: (206) 523-4869 Expiration Date: 6/9/2016 DESCRIPTION OF WORK: ASSOCIATED PLUMBING AND GAS PIPING FOR CRISPY TOWN SPACE INCLUDING 3 SINKS Valuation of Work: $5,000.00 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Fees Collected: $289.91 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Permit Center Authorized Signature: Wto lb ripim Date: 1 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 ap-gree to the conditions attached to this permit. Signature: Print Name: rk4V 404 aW5 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 guage. 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 TUKI" -A Community Developh„at Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/G.Permit No. �G Project No. Date Application Accepted: t — —( Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: �3 S 11&t t I C1 PROPERTY OWNERpi /% Name k*Fie Qi 4 s e /_ Address: 7 r���c (,1 i M,, li i'7 City: V e IAA State: Q�%Q Zip: g g CONTACT PERSON — person receiving all project communication Name: A l Ti/a "'-� - M 1 Mn1 1 n Address: Jo �3� / /$I r,tate: j ��l City: �`e� Zip:115 6 +� Phone:..-((_ I3Fax: llr/ Email: V V 1 t/ il/1 a ,L t tf P / " t/ C 0 King Co Assessor's Tax No.: 700 Suite Number: 111,� Floor: New Tenant: Yes ❑.. No PLUMBING CONTRACTOR INFORMATION Company Name: p Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 7/ OOt Scope of Work (please provide detailed information): r /f/r «C '' For 37h, P1vi6r rteheii 4 Building Use (per Int'1 Building Code): 1-eC7(l, Occupancy (per Int'l Building Code): Utility Purveyor: Water: it t ' Ji (& Sewer: H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures an gas piping outlets being installed and the qua + below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 ,gallon capacity) Each additional medical gas inlets/outlets greater .than 5 A Atmospheric -type vacuum 'breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type I 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 Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing q 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 OWN ' I AUTHORIZED AGENT: Signature: Print Name: Mailing Address: Date: "-4_46' Day Telephone O6 �� City�'Srate Zip " I H:WpplicationsWorms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 1;235.70 D14-0365 Address: 1368 SOUTHCENTER MALL 140 Apn: 9202470090 7,15 2 DEVELOPMENT $681.40 PERMIT FEE R000.322.100.00.00 0.00 $676.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $33.85 TECHNOLOGY FEE R000.322.900.04.00 0.00 $33.85 M14-0210 Address: 1368 SOUTHCENTER MALL 140 Apn: 9202470090 $261.92 MECHANICAL $249.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $216.95 TECHNOLOGY FEE $12.47 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.47 PG 14-0179 Address: 1368 SOUTHCENTER MALL 140 Apn: 9202470090 58.53 GAS $121.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $65.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $24.38 PLUMBING $125.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $93.00 TECHNOLOGY FEE $11.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6544 R000.322.900.04.00 0.00 $11.15 $1,235.70 Date Paid: Friday, October 30, 2015 Paid By: KERI YANG Pay Method: CREDIT CARD 01151C Printed: Friday, October 30, 2015 11:52 AM 1 of 1 a SYSTEMS DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID D14-0365 Addressi 1368.500THCENTER M n_;9202470090 DEVELOPMENT PLAN CHECK FEE R000.345.830.00.00 D14-0366 Address: 1368 SOUTHCENTER MALL 110 n: 92,02470090° 0.00 DEVELOPMENT PLAN CHECK FEE R000.345.830.00.00 EL14-1149 Address: 1368 SOUTHCENTER MALL 110 pn: 9202470090 0.00 ELECTRICAL PLAN CHECK FEE R000.345.832.00.00 EL14-1150 TAddress: ";1368 SOUTHCENTER MALL 1 .6:'9202470090 0.00 ELECTRICAL PLAN CHECK FEE R000.345.832.00.00 M14-0209 Address: 1368SOUTHCENTER'MALL 11 n: 9202470090, 0.00 MECHANICAL PLAN CHECK FEE R000.322.102.00.00 M14-0210 Address: 1368 SOUTHCENTER MALL 140 n: 9202470090 0.00 MECHANICAL PLAN CHECK FEE R000.322.102.00.00 PG14-01787' Addressc'1368 SO,UTHCENTER MALL 110 n: 9202470090 0.00 PLUMBING PLAN CHECK FEE R000.322.103.00.00 0.00 PG 14-0179 Address: 1368=SOUTHCENTERMALL 140 in:'9202470090 PLUMBING PLAN CHECK FEE R000.322.103.00.00 0.00 1,134.06 $439.99 $439.99 $439.99 $439.99 $439.99 $439.99 $35.05 $35.05 $35.05 $35 05 $35.05 $35.05 $62.36 $62.36 $62.36 $62.36 $62.36 $62.36 $27:88..; $27.88 $27.88 $31.38,- $31.38 $31.38 TOTAL FEES PAID BY RECEIPT: R3643 $1,134.06 Date Paid: Tuesday, November 25, 2014 Paid By: GARY WANG & ASSOCIATES INC Pay Method: CHECK 1150 Printed: Tuesday, November 25, 2014 12:46 PM 1 of 1 CRI/VSYSTEMS rc INSPECTION RECORD Retain a copy with permit INS N 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 Project:, &��f(( CFI Type spec lon: r(� l Address: 1 t3OS dikk C; r AV ( ( *-1 Date Called.. qo Special Instructions: /� '1 Date Wanted: "2' 1(— (>�'/ a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. OMMENTS: inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 19` Ql7 Retain a copy with permit IENS ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Perrrrit Inspection Request line (206) 438-9350 Project:p7( Type of In Lion: Address: / ed: AZ Special Instructions: ~-/ / -��' i Date Wanted: rn: Re uester: one Np: Ph '2,76----,5-23-9fce 6q Approved per applicable codes. Corrections required prior to approval. COMMENTS: �ie,vc :ffk ,Grid ✓ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION NO. INSPECTION RECORD 0G/I� �/.7 Retain a copy with permit `�' PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /Type r I t '7(/ of Ins ion: e. ' % _— Address: ©���e p at� alie1d4': o J il p cial Iuctions: Date Wanted: a.m. p.m. Requester: Phone No: pproved per applicable codes. L] Corrections required prior to approval. COMMENTS: Inspector: r\T" REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. c City of Tukwila Department of Community Development October 5, 2015 WILLIAM MILLHOLLIN 1026 SW 151 ST ST BURIEN, WA 98166 RE: Application No. PG14-0179 GRILL CITY 1 368 SOUTHCENTER MALL 140 Dear WILLIAM MILLHOLLIN: Jim Haggerton, Mayor Jack Pace, Director Permit application PG14-0179 for the work proposed at GRILL CITY (1368 SOUTHCENTER MALL 140) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric 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 11/25/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed 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 your permit is not issued, we do not receive your written request for extension, or your 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, ritliklAti/A164 Rachelle Ripley Permit Technician File No: PG14-0179 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 18, 2015 William Millhollin 1026 SW 151' St Burien, WA 98166 RE: Request for Application Extension Grill City —1368 Southcenter Mall Suite 140 Dear Mr. Millhollin, This letter is in response to your written request for an extension to Application Number PG14-0179. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through November 25, 2015. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, Bill Rambo Permit Technician File: Permit PG14-0179 W:\Permit Center\Extension Letters\Applications\2014\PG14-0179 App Extension Letter #1.docx K?nn c„,,tlw ,tor Rni,lnunrrl cuito iilnn • T.,b,.,i/n OR /PP DL. - ... 1nK A? 1 24-7n - L __ 7nL A? 1 ?LLC Bill Rambo From: Sent: To: Cc: Subject: Bill Juli Brower <juli@lwcsinc.com> Tuesday, May 12, 2015 1:15 PM Bill Rambo Elmer Saunders; Jereme Brower; John Anggala Re: Permit Extension for Grill City and Crispy Town Per our conversation yesterday morning, I am requesting to extend the following permits for 6 months: GRILL CITY- D14-0365 - $715.25 EL14-1150 - $147.21 (electrician has to pick up) M14-0210 - $285.53 PG14-0179 - $285.53 CRISPY TOWN — D14-0366 - $715.25 EL14-1149 - $147.21 (electrician has to pick up) M14-0209 - $285.53 PG14-0178 - $285.53 Request for Extension # Current Expiration Date: 5"-'(6" Extension Request: /�i T Approved for (b 04 days — Denied (provide explanation) According to Marti, there was an over the counter electrical for Grill City $104.37. Please extend this permit 6 months as well. I am also requesting for my contact information to be added to the contact list. Thanks Again! Juli Brower Office Manager Lake Washington Construction Services, Inc. 5511 NE 70th St Seattle, WA 98115 206.455.5458 On Mon, May 11, 2015 at 9:13 AM, Juli Brower <juli@lwcsinc.com> wrote: Bill Signature/Initials ( hat was issued and it was rf> -tS v°Q' l, RECEIVED CITY OF TUKWILA MAY 1 2 2015 PERMIT CENTER Per our conversation this morning, I am requesting to extend the following permits for 6 months: GRILL CITY- D14-0365 - $715.25 EL14-1150 - $147.21 (electrician has to pick up) M14-0210 - $285.53 PG14-0179 - $285.53 1 City of Tukwila Department of Community Development April 8, 2015 WILLIAM MILLHOLLIN 1026 SW 151 ST BURIEN, WA 98166 RE: Application No. PG14-0179 GRILL CITY 1368 SOUTHCENTER MALL 140 Dear WILLIAM MILLHOLLIN: Jim Haggerton, Mayor Jack Pace, Director Permit application PG14-0179 for the work proposed at GRILL CITY (1368 SOUTHCENTER MALL 140) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric 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 05/25/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed 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 your permit is not issued, we do not receive your written request for extension, or your 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: PG14-0179 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0179 DATE: 11/25/14 PROJECT NAME: GRILL CITY SITE ADDRESS: 1368 SOUTHCENTER MALL - SUITE 140 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ars Awc, Building Division I. aM Wiulie-IP-PI Fire Prevention Structural Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/02/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/30/14 Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions IN" Denied (ie: Zoning Issues) Y10 li2 oy\ Arevvi- REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 LAKE WASHINGTON CONST SIT('S INC borne Inicio en Espanol Contact Search L&I Page 1 of 2 ARCH A-Z Index Help My Secure UM Safety Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries LAKE WASHINGTON CONST SVCS INC Owner or tradesperson Principals SAUNDERS, ELMER CLAUDE, PRESIDENT Doing business as LAKE WASHINGTON CONST SVCS INC WA UBI No. 603 396 286 5511 NE 70TH ST SEATTLE, WA98115 206-523-4869 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. LAKEWWC866LZ Effective — expiration 06/09/2014— 06/09/2016 Bond ........_....... American Contractors Indem CO Bond account no. 100214368 $12,000.00 Received by L&I Effective date 06/09/2014 01/24/2013 Expiration date Until Canceled Insurance. ...................... Western World Ins Co $1,000,000.00 Policy no. NPP8267823 Received by L&I Effective date 08/26/2015 08/26/2015 Expiration date 08/26/2016 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. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603396286&LIC=LAKEWWC866LZ&SAW= 10/30/2015 ABBREVIATIONS LEGEND GENERAL NOTES ABBREV DESCRIPTION ABBREV DESCRIPTION SYMBOL ABBREV DESCRIPTION A B C D E F ABV A/C ACDR ACFM ACPL AFF AFG AFU AHU ALT APPROX ARCH AUTO AUX BEL BHP BKGND BLDG BOP BOT C/C CA CAP CC CD CR CS CEMS CENT CER CFH CFM CHR CHS CKT CLG CONC COND CONN CONT DB DIA DIFF DISCH DL DN DWG DX EA EAT EER EFF ELEV ELEC ENT EQUIP ER ESP EWT EXH EXIST OR (X) EF °F FCV FCU FDP FIN FD FLEX FLR FS FP FPM FT FR FU G GAL GALV GND GPM H HC HDR HORIZ HP HR HS HVAC HZ ABOVE AIR CONDITIONING ACCESS DOOR ACTUAL CUBIC FEET PER MINUTE ACCESS PLATE/PANEL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR FILTER UNIT AIR HANDLING UNIT ALTERNATE APPROXIMATE, APPROXIMATELY ARCHITECT(URAL) AUTOMATIC AUXILIARY BELOW BRAKE HORSEPOWER BACKGROUND BUILDING BOTTOM OF PIPE BOTTOM CENTER TO CENTER COMBUSTION AIR CAPACITY COOLING COIL CEILING DIFFUSER CONDENSER WATER RETURN CONDENSER WATER SUPPLY CENTRAL ENERGY MANAGEMENT SYSTEM CENTRIFUGAL CEILING EXHAUST REGISTER CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CIRCUIT CEILING CONCRETE CONDENSATE; CONDENSING CONNECT; CONNECTION CONTINUE; CONTINUOUS; CONTINUATION DRY BULB; TEMPERATURE DIAMETER DIFFUSE; DIFFUSER DISCHARGE DOOR LOUVER DOWN DRAWING DIRECT EXPANSION EACH ENTERING AIR TEMPERATURE ELECTRONIC EQUIPMENT ROOM EFFICIENCY ELEVATION ELECTRIC; ELECTRICAL ENTERING; ENTRANCE EQUIPMENT EXHAUST REGISTER EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXHAUST EXISTING EXHAUST FAN DEGREE FAHRENHEIT FLOW CONTROL VALVE FAN COIL UNIT FIRE DAMPER FINISH(ED) FLOOR DRAIN FLEXIBLE FLOOR FLOOR SINK FIRE PROTECTION FEET PER MINUTE FEET FROM FIXTURE UNITS GALLON GALVANIZE; GALVANIZED GROUND GALLONS PER MINUTE HOSE BIBB HEATING COIL HEADER HORIZONTAL HORSEPOWER HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY HEATING, VENTILATING AND AIR CONDITIONING HERTZ IN INSUL INV K KW L M N 0 LAT LD LIN LVR LWT MAX MCC MFR MH MIN MISC MPG MTD MVD N/A NC NEG NO NPSH NTS INCH INSULATION INVERT ELEVATION KILOWATT LEAVING AIR TEMP LINEAR DIFFUSER LINEAR LOUVER LEAVING WATER TEMP MAXIMUM MOTOR CONTROL CENTER MANUFACTUR(ED)(ER) MANHOLE MINIMUM MISCELLANEOUS MEDIUM PRESSURE GAS MOUNTED OR MOUNTING MANUAL VOLUME DAMPER NOT APPLICABLE NORMALLY CLOSED NEGATIVE NORMALLY OPEN NET POSITIVE SUCTION HEAD NOT TO SCALE OSA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OD OUTSIDE DIAMETER OF CI OWNER FURNISHED CONTRACTOR INSTALLED OF 01 OWNER FURNISHED OWNER INSTALLED PD PL PNEU POC PPM PRESS PRF PRV PSIG PVC Q QTY R S T RH RA RED REF RPBP RPM RR SA SCFM SP SQ FT SR STD SS SW TA TBD TEMP TG TYP u UC - UG V V - VB VEL VTR W w/ W/0 WB WG PRESSURE DROP PLATE PNEUMATIC POINT OF CONNECTION PARTS PER MILLION PRESSURE PREFILTER PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH GAGE POLY -VINYL CHLORIDE QUANTITY RELATIVE HUMIDITY (PERCENT) RETURN AIR REDUCER REFERENCE REDUCED PRESSURE BACKFLOW PREVENTOR REVOLUTIONS PER MINUTE RETURN REGISTER SUPPLY AIR STANARD CUBIC FEET PER MINUTE STATIC PRESSURE SQUARE FOOT/FEET SUPPLY REGISTER STANDARD STAINLESS STEEL SWITCH TRANSFER AIR TO BE DETERMINED TEMPERATURE TRANSFER GRILLE TYPICAL DOOR UNDERCUT UNDERGROUND VOLTS; VOLTAGE VACUUM BREAKER VELOCITY VENT THROUGH ROOF WITH WITHOUT WET BULB TEMPERATURE WATER GAUGE GW GW/V CW/V 105° SCW G TP ECW EG EHW EHWR ED ESCW DA- 1\1 XR O BW BV Lel O O 41111 CV S/W D V GW GW\V CW\V CW HW HWR TW SCW G TPCW ECW EG EHW EHWR ED ES EV ESCW GC SOV THV PRV RV TPRV MAV PG HB SV BFP RPBP WHA FD RD/OD FS CO/WCO FCO/COTG UN STR POC POD SANITARY SEWER/WASTE DRAIN (INDIRECT) VENT SANITARY GREASE WASTE COMBINATION GREASE WASTE AND VENT COMBINATION WASTE AND VENT COLD WATER HOT WATER HOT WATER RETURN TEMPERED WATER (105 °F) SOFT COLD WATER NATURAL GAS (8" WC) TRAP PRIMER COLD WATER EXISTING COLD WATER EXISTING GAS EXISTING HOT WATER SUPPLY EXISTING HOT WATER RETURN EXISTING DRAIN (INDIRECT) EXISTING SANITARY SEWER EXISTING SANITARY SEWER VENT EXISTING SOFT COLD WATER GAS COCK SHUT OFF VALVE THROTTLING VALVE CHECK VALVE PRESSURE REDUCING VALVE RELIEF VALVE PRESSURE & TEMPERATURE RELIEF VALVE MANUAL AIR VENT PRESSURE GAGE & GAGE COCK HOSE BIBB SOLENOID VALVE BACKFLOW PREVENTER (DOUBLE CHECK) BACKFLOW PREVENTER (REDUCED PRESSURE) EXISTING LINE TO REMAIN EXISTING LINE TO BE REMOVED RISE/DROP IN PIPE BEVERAGE WASTE BEVERAGE VENT WATER HAMMER ARRESTOR W/ACCESS PANEL FLOOR DRAIN ROOF DRAIN/OVERFLOW DRAIN FLOOR SINK FULL, 1/2 & 3/4 GRATE CLEANOUT/WALL CLEANOUT FLOOR CLEANOUT/ CLEANOUT TO GRADE UNION STRAINER W/ BALL VALVE AND HOSE END & CAP THERMOMETER POINT OF CONNECTION POINT OF DISCONNECTION DIAMETER CENTERLINE EQUIPMENT REFERENCE KEYNOTE REVISION TRIANGLE & REVISION CLOUD EQUIPMENT NOT IN DIVISION 15 DRAWING INDEX 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH, BUT NOT LIMITED TO, THE STATE OF NEW YORK, CITY OF BREWSTER AND AUTHORITIES HAVING JURISDICTION. 2 PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT AND FINISHED CONDITIONS. CONTRACTOR SHALL COORDINATE PIPING WITH EXISTING CONDITIONS. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND EFFECT PLUMBING WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 3 PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS, SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES FOR CLEARANCES PRIOR TO THE START OF WORK. 4. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES CONNECTION REQUIREMENTS PRIOR TO START OF WORK. 5. SEE ARCHITECTURAL DRAWINGS FOR SCOPE AND EXACT PLUMBING FIXTURE LOCATIONS AND QUANTITIES. 6. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES. 7. ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER 2012 UPC , IN ADDITION, PROVIDE CLEANOUTS AT EACH LAV./SINK. 8. PROVIDE ACCESS PANELS IN WALLS FOR SHUT-OFF VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTERS. CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. COORDINATE ACCESS PANEL LOCATIONS WITH ARCHITECTURAL DRAWINGS. 9. HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL RELATED ACCESSORIES AS REQUIRED BY THE STATE OF NEW YORK, AND AMERICANS WITH DISABILITIES ACT (ADA). 10. PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES. 11. COORDINATE ELECTRICAL CHARACTERISTICS OF EQUIPMENT WITH ELECTRICAL SCOPE OF WORK PRIOR TO ORDERING EQUIPMENT. 12. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT DRAWINGS AT THE COMPLETION OF PROJECT FOR REVIEW BY ARCHITECT/ENGINEER. 13. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS REQUIRED TO COMPLETE WORK. 14. CONTRACTOR SHALL CONTACT PLUMBING INSPECTOR FOR REVIEW OF DRAWINGS PRIOR TO START OF ANY WORK. 15. CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SUBMITTAL FOR ALL PIPING, EQUIPMENT, VALVES, ETC. TO ARCHITECT/ENGINEER FOR REVIEW AND PRIOR TO INSTALLATION OF WORK. 16. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES. 17. WATER CONSERVATION FOR PLUMBING FIXTURES SHALL BE IN ACCORDANCE WITH THE STATE OF NEW YORK: a. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE HOT WATER CONTROLS THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: (1) MAXIMUM FLOW RATE: 0.5 GALLONS PER MINUTE (GPM). (2) MAXIMUM OUTLET TEMPERATURE: 110 DEGREES F. 18. ALL LAVATORY FAUCETS SHALL BE PROVIDED WITH CODE -APPROVED FLOW RESTRICTORS. 19. WATER PIPING ABOVE SLAB SHALL BE TYPE "L" COPPER. HOT WATER PIPING SHALL BE INSULATED WITH 1" THICK INSULATION INTENDED FOR BURIAL IN CONCRETE. 20. PROVIDE LINE SIZE SHUT OFF VALVE ON ALL BRANCHES SERVING MORE THAN TWO PIECES OF EQUIPMENT. PROVIDE ACCESS DOOR (COORDINATED WITH ARCHITECT) WHEN LOCATION FALLS ABOVE A HARD CEILING. 21. ALL HOT WATER PIPING TO BE INSULATED PER E.E.C. STANDARDS. 22. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LINES. ALL REQUIRED CLEANOUTS SHALL BE INSTALL AS PER THE UNIFORM PLUMBING CODE. 23. SLOPE FOR DRAINAGE AND BUILDING SEWER SHALL BE 2%. 24. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT. 25. FLAT VENTS (i.e.HORIZONTAL VENTS BELLOW THE FLOOD RIM OF THE FIXTURE) SHALL NOT BE ALLOWED FOR PLUMBING FIXTURES THAT ARE WITHIN TRAP ARM DISTANCE OF THE WALLS. 26. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.9 OF THE PLUMBING CODE. 27. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 28. THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. 29. THE PLUMBING CONTRACTOR SHALL CONFORM WITH THE PLUMBING CODE FOR TESTING OF DRAIN, WASTE, VENT, DOMESTIC WATER AND GAS PIPING. SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION P-0.1 PLUMBING LEGEND & GENERAL NOTES P-2.1 PLUMBING FLOOR PLAN P-0.2 PLUMBING FIXTURE SCHEDULES P-2.2 PLUMBING FLOOR PLAN P-1.0 PLUMBING FLOOR PLAN P-3.0 PLUMBING DETAILS P-1.1 PLUMBING FLOOR PLAN P-4.0 PLUMBING SPECIFICATIONS CODES 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 MCCH,ALILC.46-44K--(4,444 NFPA STANDARDS ASHRAE HANDBOOKS SMACNA DUCT CONSTRUCTION STANDARDS 2012 UNIFORM PLUMBING CODE (UPC) ASHINGTON CODE AMENDMENTS 2012 INTERNATIONAL ENERGY CONSERVATION CODE (ECC) CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES WHETHER INDICATED HEREIN OR NOT. REVISIONS No changes shall be m.^de to the scope of work without prior approval of Tukwila building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: eMe'chenicai Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. 1& 14' 017 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt ef a r t:r ..• pP ov . F1eldppy arpd�bnditions is acknowledged: • City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2014 k-r VAC City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 5 2014 PERMIT CENTER a & Town a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com STAMP EXPIRES 03-19-16 PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TO SUITE 140 & SUITE 110 SEAFOOD CITY SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: ®®®�®®D ISSUE DATE: 1ST 2ND ............... 3RD 4TH 5TH 6TH JOB NUMBER PROJECT #: 141112 DRAWN BY SHEET CONTENT PLUMBING LEGEND AND GENERAL NOTES SHEET NO P-oI1 PLJ v BIB G FIXT. A\3 -QUIDV E\T SCHED,ALf- CO\ \ECTIO\S MARK PS-1 FIXTURE PREP SINK 2" FIXTURE ROUGH -IN TRAP V 2" 1-1/2" CW 3/4" HW 3/4" T & S STAINLESS STEEL BASIN WITH FAUCET DESCRIPTION KS-1 HS-1 WF-1 WH-1 ET-1 3-COMPARTMENT KITCHEN SINK HAND SINK FAUCET WATER HEATER (ELECTRIC) EXPANSI❑N TANK 2" 2" 2„ 1-1/2" 3/4" 1/2" 3/4" 3/4" 3/4" 3/4" 1/2" 3/4" 3/4" GSW MODEL SH20243D, STAINLESS STEEL WITH FAUCET MODEL B-0290 GSW MODEL HS-1217W, STAINLESS STEEL WITH FAUCET AND BASKET DRAIN SWIVEL DUAL CONTROL FAUCET T& S MODEL B-0205LN/❑CS8 EXISTING EQUIPMENT TO BE REUSED EXISTING EQUIPMENT TO BE REUSED NOTE: 1. CONTRACTOR TO VERIFY THAT ALL PLUMBING FIXTURES ARE FOR INSTALLATION ON EXPOSED SLAB. 2. SEE ARCHITECT PLANS AND FIVE GUYS BURGER SPECIFICATIONS FOR ADDITIONAL INFORMATION. * MAXIMUM FLOW RATE AT 20% REDUCTION. PROVIDE AERATORS TO ALL FAUCETS THAT LIMITS THE FLOW OF WATER TO THOSE QUANTITIES SHOWN ON THIS SCHEDULE. DIRE HA\GES PIPE MATERIAL STEEL COPPER PLASTIC 1/2" TO 3/4" 6 FT. 5 FT. 4 FT. 8 FT. 6 FT. 5 FT. 2" TO 2-1/2" 10 FT. 8 FT. 6 FT. PIPE SIZE (IN.) 3/4" TO 2" 2-1 /2" TO 3" MIN. ROD DIA. (IN.) 3/8" 1/2" ROD DIA. (IN.) JZ/8„ 1/2" 5/8" /4" 1„ 1-1/4" 1-1/2" MAX. LOAD (LB.) 500 1000 1700 2600 4800 8000 11000 1-3/4" 15000 2" FABRICATE HANGER RODS FROM THREADED HOT ROLLED STEEL CONFORMING TO ASTM A107. USE COPPER PLATED HANGER ROD AND BOLTS WHEN CONNECTING TO COPPER PLATED HANGERS. INCREASE HANGER RODS SUPPORTING TRAPEZE HANGERS IN SIZE AS REQUIRED TO HANDLE ADDED WEIGHT OF MULTIPLE PIPES. WHEN TRAPEZE HANGERS ARE USED FOR MULTIPLE PIPES, EACH PIPE SHALL BE INDIVIDUALLY CLAMPED OR GUIDED AT EACH TRAPEZE HANGER. LOADING PER HANGER ROD SHALL NEVER EXCEED THE FOLLOWING. WHERE SPRING HANGERS ARE REQUIRED, SUPPORT ONLY ONE PIPE FROM A HANGER OR TRAPEZE HANGER. SUPPORTS OR HANGERS SHALL BE LOCATED ADJACENT TO FITTINGS AND IN ADDITION TO ABOVE HANGERS, PIPING SHALL BE SUPPORTED AT EACH OFFSET OR CHANGE OF DIRECTION, AT ENDS OF BRANCHES, AT THE BASE OF RISER PIPES AND ALONG PIPING AS REQUIRED TO PREVENT SAGS, BENDS OR VIBRATION. 20000 DIRE IVATI- .IAL SCHEDULE SERVICE MATERIAL ii I COPPER TYPE "M" x 1 xi COPPER TYPE "L" i COPPER TYPE "K" BLACK STEEL CAST IRON SOIL (NO HUB) PIPE & FITTINGS CROSS -LINKED X POLYETHYLENE (PEX) POLYVINYL CHLORIDE (PVC) SCHEDULE 40 ABS DWV DOMESTIC ABOVE FLOOR WATER BELOW FLOOR SANITARY ABOVE FLOOR X X X X X X DRAINAGE BELOW FLOOR CONDENSATE INSIDE DRAINAGE_____._._........... I OUTSIDE............_..X._..._........_._.......----._..._....-----__----- INSIDE GAS X _- x X X ---....-- __ OUTSIDE SANITARY VENT INSIDE ABOVE FLOOR STORMDRAINAGE €..------- --------- BELOW FLOOR ---._._._._..._...... ...- -........._._._._..._._......_.__.... - -- . X _._....... - ......_.. X X - - X X - - VI\IIV U v D ICE I\ SJLATIO\ FOR TYPE "L" COPPER HOT WATER PIPING 105F-200°F. PIPE DIAMETER (IN INCHES) RUNOUTS BRANCHES, MAINS & LOOPS UP 2" INCHES 1" & LESS 1.25 TO 2" 2.50 TO 4" INSULATION THICKNESS 0.5 1.0 1.0 1.5 NOTES: "RUNOUTS" ARE PIFING THAT CONNECTED TO FIXTURES OR "BRANCHES, MAINS & LOOPS" THAT IS OVER 12 FEET LONG INDIVIDUAL TERMINAL UNITS. IS 12 FEET LONG OR LESS AND THAT IS INDIVIDUAL TERMINAL UNITS. ARE CIRCULATING PIPING AND PIPING AND THAT IS CONNECTED TO FIXTURES OR BA\CH PIDE SIZI\G C AT PIPE SIZE 1/2" GPM 3.3 F.U. F.V. 0 3/4" 1" 1 1/4" 1 1/2" 2" 1 9.4 0 18 0 33 50 110 16 I 48 300 F.U. F.T. HW. F.U. 0 0 11 11 25 25 60 ! 128 420 .............. 60 1 128 420 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 5 2014 PERMIT CENTER ion ARCHITECT STAMP PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TOWN SUITE 140 & SUITE 110 SEAFOOD CITY SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: ®®®®®©D ISSUE DATE: 6TH JOB NUMBER ARCH PROJECT #: 14-240 DRAWN BY GC & EM SHEET CONTENT PLUMBING FIXTURE SCHEDULES SHEET NO P-O.2 (E) GAS REGULATOR (E) GAS REGULATOR (E) GAS METER (E) GAS METER GRILL CITY GAS FLOOR PLAN SCALE: 1 /4"=1'-0" KEYNOTES: 0 EXISTING GAS METER SERVING CRISPY TOWN TO REMAIN AND BE REUSED. EXISTING GAS METER SERVING GRILL CITY TO REMAIN AND BE REUSED. EXISTING GAS PRESSURE REGULATOR TO REMAIN AND BE REUSED. ADJUST AS REQUIRED FOR ADDITIONAL LOAD. 3/4" DIAMETER GAS PIPE DOWN TO RANGE. PROVIDE SHUT-OFF VALVE AND FLEXIBLE TUBING FOR QUICK CONNECTION. EXISTING GAS LINE TO SERVE CRISPY CITY. REFER TO DRAWING P-1.1 FOR CONTINUATION. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 032014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 5 2014 PERMIT CENTER Town a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com STAMP EXPIRES 03-19-16 PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TOWN SUITE 140 & SUITE 110 SEAFOOD CITY SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: ISSUE DATE: 1ST 2ND 3RD 4TH 5TH 6TH JOB NUMBER PROJECT #: 141112 DRAWN BY SHEET CONTENT PLUMBING FLOOR PLAN (N)3/4"G (TYP. 3) CRISPY TOWN GAS FLOOR PLAN SCALE: 1/4"=1'-0" Town a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com STAMP EXPIRES 03-19-16 PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TOWN SUITE 140 8c SUITE 110 SEAFOOD CITY SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: 11>l›D>11>j›1> ISSUE DATE: 1ST 2ND 3RD 4TH 5TH 6TH JOB NUMBER PROJECT #: 141112 DRAWN BY SHEET CONTENT PLUMBING FLOOR PLAN SHEET NO P.-1.1 KEYNOTES: 0 3/4" DIAMETER GAS PIPE DOWN TO APPLIANCE. PROVIDE SHUT-OFF VALVE AND FLEXIBLE TUBING FOR QUICK CONNECTION. TYPICAL FOR 3. 0 EXISTING GAS LINE FROM GAS METER. REFER TO DRAWING P-1.0 FOR CONTINUATION. RECEIVED CITY OF TUKWILA NOV 2 5 2014 PERMIT CE ► TER CRISPY TOWN WASTE & VENT FLOOR PLAN SCALE: 1/4"=1'-0" TO ;EXISTING GREASE INTERCEPTOR KEYNOTES: CONNECT NEW GREASE WASTE PIPE TO EXISTING MAIN GREASE LINE. FIELD VERIFY POINT OF CONNECTION LOCATION. \ CONNECT NEW VENT PIPE TO EXISTING VENT LINE THAT PENETRATES ROOF. \ CONNECT TO WASTE PIPE WITH RELOCATED FLOOR CLEAN OUT TO EXISTING WASTE LINE. FIELD VERIFY POINT OF CONNECTION LOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER Town ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 STAMP EXPIRES 03-19-16 PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TOWN SUITE 140 & SUITE 110 SEAFOOD CITY SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: ISSUE DATE: JOB NUMBER DRAWN BY SHEET CONTENT PLUMBING FLOOR PLAN SHEET NO P-2.1 EXISTING WATER HEATER EXISTING CW TO MALL (E)2 1 /2"CW 11 :1Q CHIN CW HS-1 CRISPY TOWN HOT & COLD WATER FLOOR PLAN EXISTING CW MAIN PIPE TO STREET KEYNOTES: CONNECT NEW HOT AND COLD WATER PIPES TO EXISTING PIPES, AND ROUTE TO NEW PLUMBING FIXTURES. FIELD VERIFY POINT OF CONNECTION LOCATIONS. REVIEWED FOR &CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER ris y Town a division of Plump Engineering, Inc. ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com STAMP EXPIRES 03-19-16 PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TOWN SUITE 140 & SUITE 110 SEAFOOD CI1Y SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: ®®`®D®DD ISSUE DATE: 2ND 3RD 4TH 5TH 6TH JOB NUMBER DRAWN BY SHEET CONTENT PLUMBING FLOOR PLAN PROVIDE CLEANOUTS IN TURNS/ENDS OF PIPE. USE DWV FITTINGS IF SIZE IS LARGER THAN 1”. SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE. MAKE CONNECTION TO EQUIPMENT AS REQUIRED. MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CON— NECTION, MINIMUM 3/4". USE "M" OR "L" HARD COPPER UP TO 1" AND TYPE DWV FOR LARGER. DISCHARGE INTO CENTER HOLE OF GRATE OF FLOOR SINK WITH AIR GAP SUFFIC— AND STRAINER. MINIMUM GAP = TWICE PIPE DIAMETER. PROVIDE TRAP AND 6" HIGH PIPE VENT OPEN TO ATMOSPHERE WHEN DRAIN LINE IS LONGER THAN 5' (IAPMO) OR 2' (BOCA). ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. 12 9 INDIRECT DRAIN 6 11 8 PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADUATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN BED OF MASTIC —7 REFER TO ARCHITECT'S DRAWING FOR APPLICATION OF VENT PIPE BOOT INSTALLATION WITH ROOFING MATERIAL — ROOF INSULATION _Tr 1 i (qnrrInnulnurlsm "raurnlalnmuA Iaalal MINIMUM 12" ABOVE ROOF PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK MINIMUM 12" BELOW ROOF III II ROOF DECK IIA PROVIDE PIPE INCREASER J WHERE REQUIRED TO MAKE MINIMUM 3" VENT THRU ROOF " — ANCHOR PIPE TO ROOF DECK OR JOISTS WITH U—BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO DECK OR JOIST HUBLESS PIPE CONNECTORS ON CAST IRON PIPE REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL — SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND COUNTERFLASHING WITH ROOFING CONTRACTOR. 10 7 VENT THRU ROOF (VTR) DETAIL CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH WITH TOP FLOOR. FLOOR CLEANOUT (FCO) FLOOR LINE BALANCE OF PIPING SAME AS COTG. FLOOR CLEANOUT DETAIL 5 4 3/8",1 /2", OR 5/8" MAXBOLT WITH 3 1 /2"EMBED ICBO #1372 ITW RAMSET/RED HEAD BOLT (TYP.) ANGLE CLIPS TOP. THIMBLES AT LOOPS CLAMPS 18 GA. G.I. x 1"W BENT CLIP FOR SWAY BRACING. NOTES: 1. SIZE HANGER AND CONCRETE INSERT TO ADEQUATELY SUPPORT LOAD (REFER TO B—LINE HANGER CATALOG). 2. FOR COPPER TUBING USE FELT LINED B3690F OR PLASTIC COATED B3690C HANGERS. INSTALL HANGERS AT 4'-0"O.C. MAXIMUM DESIGN LOAD 100 LBS. TRANSVERSE SWAY BRACING CABLE AT 45' ANGLE AND AT 16' O.C. MAX. PIPE WITH INSULATION UNISTRUT SADDLE SINGLE PIPE HANGER DETAIL CHROME WALL COVER AND SCREW FLOOR LINE 1/8 CI BEND 4 Ef C- e:• REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 3 2014 City of Tukwila BUILDING DIVISION MAY EXTEND AC WASTE OR VENT —F--- WALL 4 C <I CLEANOUT TEE WITH PLUG BALANCE OF PIPING SAME AS COTG. WALL CLEANOUT DETAIL 3 2 1 2 ARCHITECT STAMP PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TOWN SUITE 140 8c SUITE 110 SEAFOOD CITY SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: ®®® ®DD ISSUE DATE: 1ST ............... 2ND 3RD 4TH 5TH 6TH...... JOB NUMBER ARCH PROJECT #: 14-240 DRAWN BY GC & EM SHEET CONTENT PLUMBING DETAILS RECEIVED CITY OF TUKWILA OV 2 5 2014 PERMIT CENTER 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. B. 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. I. 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. 1.05 C. D. E. F. G. A. EXAMINE DRAWINGS AND SPECIFICATIONS. REPORT DISCREPANCIES. REPORT CONFLICTS WITH STATUTORY REQUIREMENTS. OBTAIN RESOLUTION OF DISCREPANCIES AND/OR CONFLICTS PRIOR BIDDING. 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. COORDINATE WORK OF THIS SECTION WITH AFFECTED TRADES. REPORT CONFLICT AND DISCREPANCIES. CONSULT WITH AFFECTED TRADES REGARDING INSTALLATION CLEARANCES. REPORT CONFLICTS. DO NOT PROCEED IN AREA OF CONFLICT UNTIL SUCH HAS BEEN RESOLVED. CODE PERMITS, FEES AND ACCEPTANCES 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. TO 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. B. 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. B. COORDINATION WITH STRUCTURAL ELEMENTS, CEILING SYSTEM, LIGHTING HVAC OUTLETS, DUCTWORK. FIXTURES, 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. B. PROVIDE AS SPECIFIED IN OTHER SECTIONS. 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 SHALL BE: 1. U.L. LISTED. 2. FACTORY MUTUAL APPROVED. 2.02 MATERIALS A. ALL MATERIALS FOR THE SAME GENERAL USE AND MANUFACTURER. 2.03 PIPE A. B. 2.04 PIPE A. B. C. D. E. F. G. H. SCHEDULE PIPE AND FITTINGS. ELECTRICAL COMPONENTS SHALL BE OF THE SAME TYPE 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 EQUAL. B. FITTINGS: TO MATCH PIPE MATERIAL. 3. SOIL, WASTE AND VENT PIPING: SOLDER OR APPROVED 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. PIPE SUPPORTS. 1. PROVIDE PIPE SUPPORT AND BRACING TO COMPLY WITH GOVERNING AUTHORITIES. MANUFACTURERS: GRINNEL, FEE AND MASON, ELCEN, MICHIGAN, SUPERSTRUT. MATERIALS, FITTINGS AND VALVES CAST IRON SOIL PIPE AND FITTINGS: SERVICE WEIGHT CAST IRON, CONFORMING ASTM A-74-69 OR NO -HUB TYPE CONFORMING TO CISPI 301-72. LEAD: NEW PIG LEAD, CONFORMING TO ASTM B29-43. HEMP PACKING: IMPREGNATED JUTE, MANUFACTURED FOR CAULKING SOIL PIPE AND FITTINGS. GALVANIZED OR BLACK IRON PIPE: STANDARD WEIGHT PIPE CONFORMING TO ASTM Al2-47. FITTINGS SERVICE WEIGHT CAST IRON DRAINAGE TYPE FITTINGS FOR STEEL LINES. WROUGHT COPPER FITTINGS FOR COPPER LINES. 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. VICTAULIC COUPLINGS MAY BE USED WHERE PERMITTED BY CODE. VALVES SHALL CONFORM TO THE FOLLOWING: 1. GATE VALVES: SOLID WEDGE DISC, RISING STEM. NON RISING BE USED ONLY WHERE THERE IS INSUFFICIENT CLEARANCE. A. 3" AND SMALLER: CRANE #428 (RISING STEM) 2. GLOBE VALVES: REPLACEABLE COMPOSITION DISC SUITABLE FOR 200 DEGREES HOT WATER. A. 2" AND SMALLER: CRANE #7, BRONZE, SCREWED. 3. CHECK VALVES: A. 3" AND 4. GAS COCKS: A. 2" AND 5. STRAINERS: A. 3" AND SMALLER: CRANE #37, SMALLER: CRANE #250. LARGER: CRANE #988, STEM MAY BRONZE, SCREWED, SWING CHECK TYPE. BRONZE, SCREWED. 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 COPPER TO A. WATER PIPING: FEE AND MASON #199 ADJUSTABLE SPLIT RING HANGERS WITH SUPPORTING RODS. PROVIDE SEMCO SERIES #100 OR #500 TRISOLATORS. B. SOIL AND WASTE PIPING: FEE AND MASON #199 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 #4023 WITH ROUND NICKEL BRONZE TOP IN FINISHED ROOM FLOORS. SMITH #4223 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 #4532 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 #4920 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. 2.10 WATER HAMMER ARRESTORS A. SMITH #5000 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 3.01 INSPECTION 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 A_L 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 VERTCAL 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. E. 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. F. 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. 2 1/2 " 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: V. W. X. Y. 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. 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. 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. 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. 3.05 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. 3.07 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. 3.08 PROTECTION 3.09 3.09 3.11 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. D. 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. 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. 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. 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. C. TESTS A. B. C. D. E. F. G. H. CONDENSATE DRAINS FOR AIR CONDITIONING UNITS SHALL BE INSULATED INSIDE OF BUILDING. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AND MAKE WEATHERPROOF BY COVERING WITH ALUMINUM JACKET. ARRANGE SEAMS TO PREVENT TRAPPING OF MOISTURE. 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. 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. 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. EQUIPMENT WHICH WOULD BE SUBJECT TO DAMAGE DUE TO TEST PRESSURE SHALL BE REMOVED OR ISOLATED FROM SYSTEM. ALL POWER AND WATER AND ALL INSTRUMENTS REQUIRED SHALL BE FURNISHED BY CONTRACTOR AS WELL AS ALL NECESSARY LABOR. ENTIRE SOIL, WASTE AND DRAINAGE SYSTEM SHALL BE TESTED UNDER WATER PRESSURE OF 5 PSIG. ALL HOT AND COLD WATER PIPING SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 175 PSIG. ALL GAS PIPING SHALL BE TESTED UNDER AIR PRESSURE OF 50 PSIG. 3.12 CUTTING AND PATCHING A. B. PERFORM ALL CUTTING AND PATCHING AS SPECIFIED IN OTHER SECTIONS. 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. 3.13 CHASES, SHAFTS, ETC. 3.14 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 3.15 PACKING FOR SEALED JOINTS SHALL BE OF LONG FIBERS OF BEST QUALITY JUTE, WOV IN TO STRANDS AND KEPT CLEAN ON COVERED BALES UNTIL USED. REVIEWED FORA. 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. S. 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. CODE COMPLIANCE APPROVED DEC 0 3 201k1 B. C. T. INSTALL CLEANOUTS AT ALL BENDS, ANGLES AND ENDS OF ALL WASTE AND SEWER PIPING AND Citj/ of Tulcvviia WHERE NOTED ON DRAWINGS. ALL CLEANOUTS SHALL BE BROUGHT TO GRADE AND IN ALL CAoUILDING DIVISION SHALL BE ACCESSIBLE. CLEANOUTS SHALL NOT BE LOCATED UNDER OR BEHIND FIXTURES, UNLESS ACCESSIBLE. VERIFY WHERE CLEANOUTS WILL BE CONSIDERED ACCESSIBLE. ALL D CLEANOUTS THREADS SHALL BE THOROUGHLY GREASED WHEN INSTALLED. U. CHANGE IN LINE SIZES SHALL BE MADE WITH REDUCING FITTINGS. NO BUSHINGS SHALL BE USED. 3.16 RECEIVED CITY OF TUKWILA 'OV 2 5 2014 PERMIT CENTER 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. CLEAN-UP A. B. C. D. PERFORM AS SPECIFIED IN OTHER SECTIONS. 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. CAREFULLY WIPE OR SCRAPE OUT ALL CRACKS AND CORNERS. 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. FIXTURES AND TRIM 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. 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. 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. 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. ACCESSIBILITY OF EQUIPMENT A. ALL VALVES, MOTORS, CONTROLS, AND OTHER DEVICES OR COMPONENTS REQUIRING SERVICE, MAINTENANCE, AND/OR ADJUSTMENT SHALL BE PLACED IN FULLY ACCESSIBLE POSITIONS AND LOCATIONS. PROVIDE, ACCESS DOORS WHERE REQUIRED IN CONSTRUCTION, WHETHER SHOWN OR NOT. ARCHITECT STAMP PROJECT NAME/ADDRESS: GRILL CITY & CRISPY TOWN SUITE 140 & SUITE 110 SEAFOOD CITY SUPER MARKET 1368 SOUTHCENTER MALL, TUKWILA, WA 98188 REVISIONS: ®®®D®©D ISSUE DATE: JOB NUMBER ARCH PROJECT #: 14-240 DRAWN BY GC & EM SHEET CONTENT PLUMBING SPECIFICATIONS SHEET NO P-4.O