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Permit PG19-0198 - LENSCRAFTERS - REPLACE WATER LINES, WASTE AND VENTS
LENSCRAFTERS 416 SOUTHCENTER MALL Apn: 9202470130 FINALED 04/23/2021 PGI 9-0198 0 Parcel No: ��^�x« ^�� �~on�"°"^K *~�~� v�n n"wm^��Una Department of Community Development 6300Smuthcente,Boulevard, Suite #100 Tukwila, Washington 9M1QQ Phone: 206-431-3670 Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov 9202470130 Project Name: LENSCKAFTERS PLUMBING/GAS PIPING PERMIT Permit Number: PG19-0198 Issue Date: 8/20/2020 Permit Expires On: 2/16/2021 Owner: Name: VVESTF|ELDPROPERTY TAX DEPT Address: POBOX 13U94O'CARL5BAD'MN, 92013 Contact Person: Name: Tlw15CHENK Address: 1120E80ST#I11'8LOOKx|NGTON. MN'55420 Contractor: Name: Address: License No: Address: PRECISION PLUMBING &HEATING l5SSYV142ST'BURi[N,WA, 98166 "I Phone: (952)345-6040 Phone: (206) 393-0V681 Expiration Date: 2/16/201 DESCRIPTION QFWORK: REPLACEMENT OF EXISTING. Scope ofwork consists ofdemoingexisting plumbing and replacing new water lines, waste and vents. Cap/demo underground plumbing. Replace with new water lines, waste and vents and relocating ali plumbing per new revised floor plans, Valuation of Work: $5,043.00 VVate,District: TUKVV Lu Sewer District: TUKWILA Fees Collected: $459.50 Current Codes adopted by the City nfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: WAC296-4613:WA State Energy Code: Permit Center Authorized Signature; 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 mcancel the provisions ofany other state urlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit, Signature: C'0J / \xq "'I Print PhntName: Date:��m ~— -- Thbpennitshal|becomenuUandwoidif the work bnot commenced within 18Odays for the date cfissuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: VALIDITY OFPERMIT: The issuance vrgranting ofupermit shall not beconstrued tobeapermit for or an approval of, any violation ofany cfthe provisions of the building code orofany other ordinances ufthe City of Tukwila. Permits presuming tngive authority toviolate orcancel the provisions nf the code nrother ordinances ofthe City nfTukwila shall not bpvalid. The issuance ofapermit based onconstruction documents ancL other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 2: **^PU8L|CWORKS PERMIT COND|T|ONS*** 3: [aUtoschedu|emandatnrypne-constmmdonmeednOw/iththePub|icVVnrkz|nspector,(ZO6)438'935O. 4: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start of work under this permit. Toschedule, call Public Works at(Z06)43B'935D. 5: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement and completion ofwork atleast 24hours inadvance. All inspection requests for utility work must also be made 24hovo"inadvance. 6 Prior toconstruction, all utilities inthe vicinity shall befield located. NOTE: For City ofTukwila utility locates, call 81lur1-8004Z4-5555. 7: Permit bvalid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:OOp.m.and weekends. 8: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 9: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall besubmitted tothe Inspector for prior approval. lD: The City ofTukwila has anundenQ,ovndinOordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 11: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control, Sweep o,otherwise clean streets tnthe satisfaction ofPublic Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon nnFriday preceding any weekend work. lZ: Any material spilled onto any street shall becleaned vgimmediately, 13: Hauling 6 loaded vehicles per hour/8 hours a day for 2 or more consecutive days or hauling hazardous waste shall require application for a Hauling Permit prior to any associated activity. 14: Clean and remove debris from City catch basin inand around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make acomplete stop prior tnentering public ,iVht'of-wuv. 15: Prior to moving the building on -site, the property owner shall provide documentation from the King County Health Department concerning an on -site septic system and drainfield. This documentation shall indicate approval by the Health Department. The owner shall additionally be required to sign a No -Protest Sewer Agreement for future installation of public sewer system in the area. This Agreement shall be signed prior to the Final Inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWI A 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: P-30 Date Application Expires: tt 3b (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** SHE LOCATION King Co Assessor's Tax No.: cr7-(Yakil Q IQ • Site Address: 416 SW fucia40- mak., Tenant Name: Ler•I SC(1-11C-7M-YLS Suite Number: 6 Floor: PROPERTY OWNER Name: we..54.r...1 .4) Address: z 1:zrzl 5(14 c...vv_Aai rec.L. cnao..., City: State: 1440, Zip:cm CONTACT PERSON PERSON — person receiving all project communication Name: -n on sc 0, ei.4 Address: City: City: 6kszo cat i. 6 rs4 State: in 14 Zip:5.541A Phone: 6162, .,34.51 60,4 Q Fax:cisz.v4 .4ms E • : • New Tenant: D Yes PLUMBING CONTRACTOR INFORMATION Company Namer.ts 0 Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ SO 41 Scope of Work (please provide detailed info tion): rMet-/-46-Arr- ONT7/t/6r Building Use (per Int'l Building Code): P\ Occupancy (per Int'l Building Code): 6- Utility Purveyor: Water: Sewer: H:\Appictoz\Fampphcat.ons On LinM2011 Applications‘Plumbing Permit Application Revised 8-P-I I -don Rcviscd: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwashcr, domestic with independent drain Shower, single head trap Sinks 6 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 2. Lavatory 2' 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-wastc grinder, commercial Wash fountain Water closet 2' 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 2.- 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 and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). i HEREBY CERTIFY THAT i HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTi3lORIZED AGENT: Signature: —� Date: 12 ?J6\ 6 Print Name: 'Tl M SC l-1EN 1i Day Telephone: ° S2. s • 6(4 Mailing Address: 11ZA'E • 9 0 '5 i . Su Ire 211 IN.QGfl1 (( Co r(, (YiN 5 Zo City State Zip H:\Applications\Forms-Applications On Lme\201 I Applications\Plumbing Permit Application Revised 11-9-11.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS Pe rmitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID ,V 10 riii4:11416:SOUTFICENTER' MALL Credit Card Fee $2 10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 PLUMBING $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R21387 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Thursday, August 20, 2020 Paid By: TALIA ROSE MARINO Pay Method: CREDIT CARD 07428Z Printed: Thursday, August 20, 2020 2:49 PM 1 of 1 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $6,808.36 D19-0411 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $3,755.64 DEVELOPMENT $3,577.11 PERMIT FEE R000.322.100.00,00 0.00 $3,570.61 WASHINGTON STATE SURCHARGE B640,237.114 0.00 $6.50 TECHNOLOGY FEE $178.53 TECHNOLOGY FEE R000.322.900.04.00 0.00 $178.53 EL19-1067 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $1,822.47 ELECTRICAL $1,735.69 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,735.69 TECHNOLOGY FEE $86.78 TECHNOLOGY FEE R000.322.900.04.00 0.00 $86,78 M19-0214 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $917.35 MECHANICAL $873.67 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $840.52 TECHNOLOGY FEE $43.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $43.68 PG19-0198 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $312.90 PLUMBING $298.00 PERMIT FEE R000.322.100.00.00 0.00 $263.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $14.90 TECHNOLOGY FEE R000.322.900.04.00 0.00 $14.90 TOTAL FEES•PAID BY RECEIPT: R20341 $6,808.36 Date Paid: Thursday, March 05, 2020 Paid By: ELDER -ZONES Pay Method: CHECK 82367 Printed: Thursday, March 05, 2020 12:26 PM 1 of 1 Receipt Number R:19409 DESCRIPTIONS ACCOUNT QUANTITY ' PAID PermitTRAK $3,047.74 D19-0411 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $2,320.90 DEVELOPMENT $2,320.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,320.90 EL19-1067 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $433.92 ELECTRICAL $433.92 PLAN CHECK FEE R000.345.832.00.00 0.00 $433.92 M19-0214 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $218.42 MECHANICAL 218.42 PLAN CHECK FEE R000.322.102.00.00 0.00 $218.42 PG19-0198 Address: 416 SOUTHCENTER MALL Apn: 9202470130 $74.50 PLUMBING $74.50 PLAN CHECK FEE TOTACFEES PAID BY RECEIPT: R19409 R000.322.103.00.00 , 0.00 $74.50 $3,047.74 Date Paid: Monday, December 30, 2019 Paid By: ELDER-JONES BUILDING PERMIT SE Pay Method: CHECK 82194 Printer-1. Mnnriav December 30. 2019 12:14 PM 1 of 1 "TOW Permit Inspections City of Tukwila Permit Number: PG19-0198 Applied: 12/30/2019 Approved: 4/24/2020 Issued: 8/20/2020 Finaied: 4/23/2021 Status: FINALED Parent Permit: Parent Project: Details: REPLACEMENT OF EXISTING. Description: LENSCRAFTERS Site Address: 416 SOUTHCENTER MALL City, State Zip Code:TUKWILA, WA 98188 Applicant: LENSCRAFTERS Owner: WESTFIELD PROPERTY TAX DEPT Contractor: PRECISION PLUMBING & HEATING Scope of work consists of demoing existing plumbing and replacing new water lines, waste and vents. Cap/demo underground plumbing. Replace with new water lines, waste and vents and relocating all plumbing per new revised floor plans. CO SPE 10 S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 10/12/2020 AM 10/12/2020 GROUNDWORK Bill Centen PARTIAL APPROVAL 221707 Notes: *Underground plumbing (Phase 1) 3 Labs and 1 Mop Sink are currently under test - ok 1. Phase 2 is not ready. Contractor will plumb in the (2) ADA Restrooms, and Drinking fountain at a later date. 10/20/2020 AM 10/20/2020 ROUGH -IN PLUMBING Bernard Moore APPROVED 817-729-3559 Notes: 12/4/2020 AM 12/4/2020 PLUMBING FINAL Bill Centen CANCELLED Please cancel inspection 8177293559 Notes: 2/4/2021 AM 2/4/2021 GROUNDWORK Bill Centen I APPROVED I Phase 1 and 2 Notes: 2/22/2021 2/19/2021 ROUGH -IN PLUMBING Lee Sipe APPROVED phase 1-3 Notes: OK RI -plumbing phase 1-3 4/23/2021 4/23/2021 PLUMBING FINAL Lee Sipe I APPROVED I 817.729.3559 Notes: Printed: Thursday, 21 October, 2021 1 of 1 •Rk.'w rk SUPER ION . .I 0 Revision ���� 'K8EP,O5O5Sou1hcentecDB'28'2O MECHANICAL SheatMOO1: Revised thermostat schedule. SheetKX2UU: Revised note 1 inthe diffuser schedule. GhemtK8P2O1: Revised phasing plans and notes. ELECTRICAL RECEIVED CITy OF L"' �0� ��P�°°�~ �~-- 8�\ ShootE003: Revised information inmisc. details. PERMITCENTER ShootEO04: Revised data atpatch panel PPD. ShoetE100: Revised note 18. Revised storefront column receptacle toboremoved. SheedE20D: Revised switch locations invarious BOHrooms. Revised storefront lighting. Ghea1E201: Revised data outlets and receptacles inthe lab. Shifted anoutlet location inexam. ShoetE2O2: Revised phasing plans and notes. PLUMBING SheetPO02: Revised isometrics for plan updates. SheetP2O0: Revised miooplumbing fixture locations and adjusted piping. FIRE PROTECTION SheotPOO2: Updated ioo'utomatch floor plan revisions. SheotFP2OO: Revised misc. sprinkler head locations for plan updates. REV1SJpjN0,_A I I 1 .00, C) 0 r Revised the wall fixture power onthe sales floor, removed LED walls and replaced with lightboxes at the storefront. Revised the quantity cddata cUthe reception desk. Revised the power and data at thooashwnsp. She91E2O2: New sheet added tothe set. PLUMBING ShoetP0O1: Revised the piping insulation specs. Added recirculation pump to the plumbing schedule. Added minimum pipe insulation schedule tothe plan. SheetP0D2: Revised the plumbing supply isometric. SheetP2DU: Added mop sink general note. Revised note 1 inthe plumbing supply notes. Added notes 7'8and 0inthe plumbing supply notes. Added renircpump piping installation detail. Added maximum piping water volume chart tothe plan. Revised piping supply plan. FIRE PROTECTION Sheet FP200: Revised the fire protection legend. REVISION N01-L PG I q%- 0 1 1 nECEIVED CITY OF FUV%%11LA MAR 05 2020 Revision #2'MEP, D505Smu1hoentmcO3'2-2Q MECHANICAL Shee1K40O1: Revised the sales floor heat oalco. Revised the RTUSchedule. Added the dedicated outdoor air system toschedule tothe plan. Revised the thermostat detail, Sheet M10O: Revised note 4. Added note 8. Added HVACuontro| diagram tothe plan, Added the duct heater tuthe schedule. Sheo1M2OD: Revised notes 11.13and 14. Added notes 15to2210the plan. Added AHU.intake onrelief details \othe drawing. Revised the diffuser schedule. Added the ERVand various duotworkchanges hnthe plan. Sheet MP201 New sheet added tnthe set. ELECTRICAL Sheo1EUO1: Revised light fixture schedule. Shoet EO02: Revised details. Revised contactors; indetail EU81. 3hoo\ E003: Revised details. ShaetEOO4: Revised patch panels PPAand PPD. Sheet E005: Revised details. Revised panel B. GheotE20O: Revised the size ofthe current limiters onthe track circuits. .',,.F�nisedthe track sizes and removed gaps insome track sections. ,`' ` ° ~ Shee1E201: Revised power tothe ERVand duct heater. � ^ ,. PERMIT COORD COPY Cs PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0198 DATE: 9/22/20 PROJECT NAME: LENSCRAFTERS SITE ADDRESS: 416 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued _X_ Revision # 2 after Permit Issued DEPARTMENTS: Building Divisi Public Won4 Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: Planning Division Permit Coordinator 9/22/20 Structural Review Required REVIEWER'S INITIALS: DATE: n n 1 APPROVALS OR CORRECTIONS: Approved El Corrections Required (corrections entered in Reviews DUE DATE: 11/17/20 Approved with Conditions Fire Fees Apply I Denied (le: Zoning Issues P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire EI Ping PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0198 PROJECT NAME: LENSCRAFTERS SITE ADDRESS: 416 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DATE: 03/05/2020 X Revision # 1 before Permit Issued Revision #_ after Permit Issued DEPARTMENTS: (1/(,) AVVJ t1,0 Building Division LW SkIfk Public orks Fire Prevention Structural El Planning Division Permit Coordinator al PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/10/2020 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/21/2020 Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire El Ping 0 PW El Staff Initials: 12/18/2013 C4ERM!T COORD COPY \--) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0198 PROJECT NAME: LENSCRAFTERS SITE ADDRESS: 416 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Lette DATE: 1.2/31/2019 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: utlding Division Fire Prevention Structural r Planning Division Permit Coordinator T PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 12/31/19 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required P (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DA I h : 1/28/2020 P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: PERMIT NO: P6 V- 0191 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: re utE-etk 414-A -1410 Ckvi-fit s Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received b: (please prin REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please prin City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi I aWA.gov REVISION SUBMITTAL RECEIVED OF TUKWILA Revision submittals must be submitted in person at the Permit CenteiSEP 22 2020 Revisions will not be accepted through the mail, fax, etc. 1-)EKMIT CENTER Date: ¶\ 26 Plan Check/Permit Number: P& t9 -0i '1' 8 Response to Incomplete Letter # LI Response to Correction Letter # [R] Revision # 34-4 after Permit is Issued Li Revision requested by a City Building Inspector or Plans Examiner Lil Deferred Submittal # Project Name: 1-6415 e. 5 Project Address: 41,6 solkviEreelzflALL - Contact Person: -it 111 SC.,6€01.C. Phone Number: 952.346-• E040 Summary of Revision: SGE ArltPC(-CO on %/Lk...01145 tr-CLOM Exert ffeElZ. Sheet Number(s): ?007- I P2OZ4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: LJ Entered in TRAKiT on WAPcriditi Ces1er1TEsop1lusWarrose Sebraidal' Form,doc Revised: Angus: 2015 Date: 31124 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 13 1q 4(06 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # rmit is Issued RECLWED MAR 0 5 2020 Community Development El Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Lt (SC(Ul.i— -ts Project Address: A `iC Q— (nAU Contact Person: I1(1\ SC4 6 IY . Phone Number: Summary of Revision: S Eel. AC.ract& ed4l S l qr.( aw.,46-4-r / ASS-• 345.60410 Sheet Number(s): R)01) ?on. P2m "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on WAPermit CcntchTcmplatcs\i'orms1Revision Submittal Form.doc Revised: August 2015 0 0 L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m. to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office thttps:ulni.wa.aov/aoencv/contact/#office-locations), or you can call the Office of Information and Assistance at 360-902-5800. Labor & Industries (https://Ini.wa.govl PRECISION PLUMBING & HEATING Owner or tradesperson Principals DIXON, ERIC JOHN, PARTNER MARINO, TALIA ROSE, PARTNER Doing business as PRECISION PLUMBING & HEATING WA UBI No. 603 068 715 155 SW 142nd St BURIEN, WA 98166 206-393-0681 KING County Business type Partnership Governing persons TALIA ROSE MARINO ERIC JOHN DIXON; 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. PRECIPH894CW Effective — expiration 02/16/2011— 02/16/2021 o Bn ........d... Lexon Ins Co Bond account no. 9808725 $12,000.00 Received by L&I Effective date 09/13/2011 09/14/2011 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 PLUMBING SPECIFICATIONS I. GENERAL PROVISIONS A.GENERAL CONDITIONS, CODES & STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) (NSPE)(NEC) AND ANY OF THE TENANT'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE TENANT REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 4. GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK 1. THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE TENANT. GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE TENANT A COMPLETE, CODE APPROVED AND OPERATIONAL PLUMBING SYSTEMS. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT BEFORE WORK IS COMMENCED. 3. ALL CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO ANY CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE TENANT. 5. THIS GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL DUCT AND LOUVER OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. 6. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED PLUMBING DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL PLUMBING EQUIPMENT, PIPING, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE PLUMBING SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE TENANTS GENERAL REQUIREMENTS. 7. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND TENANT. WHERE AN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C. DOCUMENTS 1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE TENANT. 2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE TENANT FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL. a. SUBSTITUTIONS i. THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL OF QUALITY. THE GENERAL CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE EQUIPMENT AND MATERIALS EXACTLY AS INDICATED. ii. THE GENERAL CONTRACTOR SHALL SUBMIT FOR APPROVAL, WITH HIS BID QUOTATION, A LIST OF ANY PROPOSED SUBSTITUTIONS OF MATERIALS AND EQUIPMENT FOR THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED. A FULL DESCRIPTION OF ALL PROPOSED SUBSTITUTED ITEMS, THE CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR SUCH SUBSTITUTIONS SHALL ACCOMPANY THE BID. ALL ACCESSORIES, FEATURES, ETC, SUPPLIED WITH THE SUBSTITUTED MANUFACTURER'S PRODUCT SHALL ALSO BE INCLUDED IN THE BID. iii.IF THE GENERAL CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WITH THEIR BID THE TENANT SHALL CONSIDER THE BIDDER TO BE PROPOSING THE MANUFACTURERS AND MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. iv.SUBSTITUTIONS AFTER CONTRACT AWARD SHALL NOT BE PERMITTED. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION 1. GENERAL CONTRACTOR SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONSIDERATION MECHANICAL ELECTRICAL AND GENERAL TRADE WORK CURRENTLY EXISTING AND WORK WHICH MAY BE INSTALLED PRIOR TO CONTRACT AWARD. RELOCATION OF DUCTWORK, PIPING AND EQUIPMENT, AS REQUIRED, TO AVOID THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. 2. GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE STARTING ANY FABRICATION OR DOING ANY WORK IN THE FIELD AND SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WORK ALONG WITH RESOLUTIONS FOR ANY CONFLICT OF SPACE WITH OTHER TRADES. 3. WHERE THE WORK OF TWO OR MORE TRADES INTERFERE WITH EACH OTHER AND A DEVIATION FROM DESIGN IS NECESSARY, NEITHER WORK SHALL PROCEED UNTIL THE TENANT HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION AS 70 WHAT CHANGES SHOULD BE MADE. 4. GENERAL CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE GENERAL CONTRACTOR CAUSING THE DAMAGE. 5. IT IS ESSENTIAL THAT ALL WORK AT THE PROJECT BE DONE AS SUCH TIME AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE NORMAL OPERATIONS OF THE FACILITY. A WORK SCHEDULE SHALL BE ARRANGED WITH THE TENANT TO FACILITATE WORK WITH A MINIMUM OF INTERFERENCE WITH THE TENANTS OPERATIONS. 6. AREAS TO BE USED FOR STORAGE SHALL BE ONLY AS DIRECTED BY THE TENANT. ALL STORED MATERIAL SHALL BE RELOCATED OR REMOVED FROM THE SITE AS DIRECTED BY THE TENANT. 7. DAILY, AND AT THE COMPLETION OF THE WORK, EACH GENERAL CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS AND DEBRIS CAUSED BY HIS WORK. UPON COMPLETION OF EACH GENERAL CONTRACTOR'S WORK, CONDITIONS OF THE SPACE(5) SHALL BE THE SAME AS FOUND PRIOR TO COMMENCEMENT OF THE WORK. FAILURE TO DO SO MAY RESULT IN THE TENANTS EMPLOYMENT OF A SEPARATE SERVICE TO OBTAIN THIS CONDITION AND REDUCING THE FACTOR'S CONTRACT AMOUNT BY THE COST OF SUCH A SERVICE. 8. EACH GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE TENANT BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E. METHODS 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING SHALL BE LAID ON AN APPROPRIATELY GRADED 6" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6" ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR THE TENANT. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9" LIFTS WITH ALL LIFTS COMPACTED TO 95% PROCTOR. PATCH FLOOR TO MATCH EXISTING. 2. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS, FLASHING AND COUNTER FLASHING SHALL BE PERFORMED BY THE TENANT'S ROOFING CONTRACTOR AT THE REQUESTING GENERAL CONTRACTORS COST. II. INSULATION A. GENERAL 1. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING. 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, HANGERS AND SIMILAR PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE DAMAGED. 6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. 7. INSULATION SHALL BE BY OWENS-CORNING, KNAUF, OR MANVILLE. PLUMBING 1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (ASJ/SSL). a. DOMESTIC HOT AND COLD WATER PIPING UP TO 1 1/2 INCH DIAMETER - 1 INCH THICK INSULATION. 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE -FORMED PVC FITTING COVER. III. PLUMBING A. GENERAL 1. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC. SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE, THE PLUMBING CODE, THE AMERICAN DISABILITIES ACT GUIDELINES, ANSI A117.1 REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS). GENERAL CONTRACTOR TO VERIFY ALL PLUMBING ROUGH IN DIMENSIONS MEET THE ABOVE NOTED REQUIREMENTS. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO BACKFILLING OR WALL INSTALLATION. 2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 3. FURNISH ACCESS DOORS FOR WALL CLEAN OUTS AND VALVES IN WALLS. 4. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE -IN ARE BEING PROVIDED BY OTHERS. THIS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGHING IN ALL SERVICES FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS GENERAL CONTRACTOR UR OTHERS. GENERAL CONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DESIGN AS REQUIRED TO MATCH THE EQUIPMENT BEING SUPPLIED. THIS GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO; ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE STOP OR VALVE, ALL DIRECT SANITARY CONNECTIONS, ALL INDIRECT WASTE CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT, COOLER AND FREEZER COIL CONDENSATE DRAIN PIPING, ETC. 5. FIRE STOPPING - REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL CONSTRUCTION DESIGN NUMBER. FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER C-AJ-1175. FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER W-L-1003. B. PIPING 1. PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP. ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM SPACING OF: a. 6' CENTERS FOR PIPING 3/4" AND SMALLER. b. 8' CENTERS FOR 1" PIPING. c. 10' CENTERS FOR PIPING LARGER THAN 1". d. PIPING ABOVE THE ROOF SHALL BE SUPPORTED PER THE DETAIL ON THE DRAWINGS. e. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FOR THE GROSS OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE INSULATION SPECIFICATIONS FOR INSULATION REQUIREMENTS. C. SANITARY AND VENT 1. ALL PIPING SHALL PITCH TO ITS APPROPRIATE MAIN AT NO LESS THAN 1/4" PER FOOT SLOPE. 2. UNDERGROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS. 3. ABOVE GROUND WASTE AND VENT PIPING SHALL BE HUB AND SPIGOT CAST IRON PIPE WITH LEAD AND OAKUM JOINTS AND BE HUNG PER C.I.S. P.I. REQUIREMENTS. D. DOMESTIC WATER 1. GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING TENANT AND THE LOCAL WATER COMPANY FOR THE INSTALLATION OF A NEW WATER METER. THIS SHALL INCLUDE THE FEES/COSTS AND INSTALLATION OF A NEW WATER METER AS SHOWN ON THE PLANS AND THE ASSOCIATED REMOTE READER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL WATER COMPANY. LOCATE REMOTE READER AT BUILDING TENANT'S AND WATER COMPANY'S DIRECTION. 2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS. STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A. STANDARDS. 3. ABOVE GROUND WATER PIPING, 3" AND SMALLER, SHALL BE TYPE "L" HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS. AS AN ALTERNATE THE GENERAL CONTRACTOR MAY UTILIZ E COPPER PRESS FITTINGS (PROPRESS SYSTEM) AS MANUFACTURED BY VIEGA. FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. 0-RINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURER'S SPECIFICATIONS/REQUIREMENTS. WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 605.22. 4. DOMESTIC WATER VALVES SHALL BE MILWAUKEE VALVE #BA-100 OR #BA-150 BALL VALVE. ALL VALVES SHALL BE LEAD-FREE. CD* NOTE: ALL SPECS MAY NOT BE USED 1N EVERY STORE. PLUMBING EQUIPMENT SCHEDULE GENERAL NOTE: FOLLOW ALL MANUFACTURERS INSTALLATION AND MAINTENANCE INSTRUCTIONS. ITEM MARK DESCRIPTION SUPPLIED/ INSTALLED BY MFG./PHONE # MODEL # / COLOR REMARKS FLOOR MOUNTED WATER CLOSET (ADA) WC "CADET RIGHT HEIGHT" ADA 16-1/2" H. ELONGATED PRESSURE -ASSISTED TOILET WITH FLUSHOMETER TANK. ALL ASSOCIATED TRIM, FITTING AND HARDWARE. SEAT SHALL BE WHITE SOLID PLASTIC WITH OPEN FRONT LESS COVER. PROVIDE COMPLETE WITH CHROME SUPPLY AND SERVICE STOP. PC / PC AMERICAN STANDARD (800) 217-1929 AMERICAN STANDARD #2467.016 /WHITE VITREOUS CHINA POWER FLUSH SINKS SK3 ROUND SINK FOR CONTACT LENS T / PC JUST SINKS (847) 678-5150 SINK: ADA 10 FAUCETT:: JUST # J-981 GC TO MAKE FINAL CONNECTIONS. INSTALL MIXING VALVE BELOW FIXTURE, CONNECT TO SUPPLY PIPING AT FIXTURE, SET WATER TEMP. @ 110°FUSING TMV-1. SK5 WALL HUNG, WHITE VITREOUS CHINA LAVATORY, 4" O.C., CENTER FAUCET,WRIST BLADE HANDLES, AMERICAN E #5401.172H; FLOW RESTRICTOR, POP STANDARRDD HERITAGE UP DRAIN, 1-1/4" x 1-1/2" CONNECTOR PIECE, 1-1/2" TAILPIECE, P-TRAP, TUBE -TO -WALL, ESCUTCH PC / PC AMERICAN STANDARD (800) 217-1929 AMERICAN STANDARD #0355.012 / WHITE VITREOUS CHINA J.R.SMITH 700 FIXTURE SUPPORT OR APPROVED APPROVED EQUAL FLR MTD TYPE FOR HIGH BACK LAVATORIES. INSTALL MIXING VALVE BELOW FIXTURE, CONNECT TO SUPPLY PIPING AT FIXTURE, SET WATER TEMP. @ 110° F USING TMV-1. SK7 30" SINK FOR BOH SU30 T / PC ELKAY SINK: LLVR2117, STRAINER: 1135, FAUCET: DELTA 101DST *SELECT 1-HOLE DRILLING CONFIGURATION. G.C. TO MAKE FINAL CONNECTIONS. INSTALL MIXING VALVE BELOW FIXTURE, CONNECT TO SUPPLY PIPING AT FIXTURE, SET WATER TEMP. @ 110° F USING TMV-1 61-LEVEL WATER COOLER EWC2 WALL HUNG, BARRIER FREE, ELECTRIC, 120V 60Hz 1PH, 3-WIRE GROUND CORD; PLATINUM VINYL FINISH; 8.0 GPH; SELF CONTAINED REFRIGERATION CONTROLS, PUSH BAR CONTROLS AT FRONT AND SIDE; 3/8" SUPPLY CONNECTION; 1-1/2" OD WASTE CONNECTION PC / PC HALSEY TAYLOR (630) 574-3500 HACSFSBL-Q ADA PV NOT USED UNLESS FORCED BY LL/CODE; MAINTAIN 6" MIN. TO WALL ON EA. SIDE FOR VENTILATION MOUNTING HEIGHT PER CODE. MOP SINK MS ONE PIECE MOLDED STONE MOP BASIN W/ 10" HIGH SIDES FOR RECESSED INSTALLATION, 3" BASIN DRAIN W/ SERVICE SINK STRAINER PC / PC FIAT PRODUCTS (912) 432-0525 SINK: MS82424, FAUCET: #830 AA W/ WALL BRACE, 30" HOSE BRACKET: #932-AA, MOP HANGER #889-CC COORDINATE LOCATION OF MOP HOLDER W/ LENS PROCESS ROOM MGR; ALSO PROVIDE'SK-5' WHEN REQUIRED WATER HEATER WH STORAGE WATER HEATER. TANK SHALL BE GLASS LINED, 150 PSI WORKING PRESSURE. DRAIN INDIRECTLY TO MOP SINK BELOW. PC / PC AO SMITH #DEL-20, 20 GALLONS, 6.0KW HEATING ELEMENT, 208V/1 P COMMERCIAL ELECTRIC WATER HEATER REFER TO PLUMBING PLAN FOR LOCATION EYE WASH EW 1 EYE WASH, WALL MOUNTED, AUTOFLOW 90 DEGREE SWING DOWN WITH TEMPERING VALVE PC / PC GUARDIAN EQUIPMENT G1848LH-L WITH AUTOMATIC TEMPERING VALVE G3600LF MOUNT ON WALL BY MOP SINK AT 48" AFF TO CENTERLINE, PIPED IN WALL PIPING SUPPORTS WATER HAMMER ARRESTORS PC / PC WATTS/GRAINGER (800) 323-0620 #3A559 FLOOR DRAINS FD CAST IRON FLOOR DRAIN W/ DOUBLE DRAINAGE FLANGE, TAP FOR TAP PRIMER, WEEP HOLES, 3" OUTLET & 6" NICKEL BRONZE ADJUSTABLE STRAINER. PC / PC J.R. SMITH (334) 277-8520 J.R. SMITH # 2005-A-06 FLOOR CLEANOUTS FCO REFER TO SHEET P002 PC / PC J.R. SMITH (334) 277-8520 4000 SERIES REFER TO PLUMBING PLAN FOR LOCATION WALL CLEANOUTS WCO REFER TO SHEET P002 PC / PC J.R. SMITH (334) 277-8520 4400 SERIES REFER TO PLUMBING PLAN FOR LOCATION VALVES TMV-1 EYEWASH STATION THERMOSTATIC MIXING VALVE PC / PC GUARDIAN G3600LF RECIRCULATION PUMP RP RECIRCULATION PUMP PC/PC BELL & GOSSETT NBF 22U DOMESTIC HOT WATER RECIRCULATION PUMP. PROVIDE CHECK VALVE AND ACCESSORIES TO COMPLETE INSTALLATION. PROVIDE CONTROLS TO START WATER FLOW BASED ON DEMAND, AND TURN OFF FLOW BASED ON LACK OF DEMAND AND TEMPERATURE HAS BEEN MET. HOT WATER SUPPLY OUTLET, SEE PLANS HW CW COLD WATER SUPPLY INLET, SEE PLANS SHUT-OFF VALVES UNION OR APPROVED FLEX CONNECTOR, TYPICAL ----_._. T FULL LINE SIZE COPPER RELIEF DRAIN TO HUB DRAIN OR MOP SINK HOSE BIB DRAIN VALVE BEYOND ASME PRESSURE & TEMP- ERATURE RELIEF VALVE GALVANIZED SHEET METAL OR OTHER CORROSION -RESISTANT MATERIAL CONSTRUCTION WATERTIGHT PAN. SUPPORT WATER HEATER ASSEMBLY FROM PLATFORM. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH GENERAL TRADES CONTRACTOR PROVIDE EWH WITH EXPANSION TANK ON COLD WATER SUPPLY SIDE, AMTROL OR EQUAL 1211 z-- UNISTRUT P 1000T CHANNEL, BOLT TO WALL STRUCTURE WITH (2) 3/8. BOLTS, MINIMUM EDWATER HEATER SUPPORT DETAIL SCALE: NONE P1458 BRACKET, (3) 1/2" BOLTS AND NUTS, TYPICAL OF 2 LOCATIONS 2" X16 GA. GALVANIZED SHEET METAL STRAP FULL LINE SIZE COPPER RELIEF DRAIN TO MOP SINK F Permit No E COPY >Ir , Plan rev w app?owli s ions Appro.I .e autrcnce �e Ain:irRe_alp. _u ay Date SEPARATE PERM!? REQUIRED FOR: Mechanical ET Electrical PlumbinP Gas Piping city of Tukwila "ILDING Of1/1,0A1 vll. NOnt= 10Vlslofl8 WIII MQu -r :err ill? '111Si an0 slay include additlor, Nan t fy�y HANGER ROD LOCKING NUT SU°PORT NUT HEAVY DUTY CLEVIS HANGER. MATERIAL TO MATCH PIPE. PIPE CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION 0 12 UNINSULATED PIPE SUPPORT DETAIL SCALE: NONE HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER. MATERIAL 10 MATCH PIPE PIPE FIBERGLASS INSULATION PER SPECS 180° RIBBED 18GA. SHIELD SIMILAR TO ANVIL #168 13 INSULATED PIPE SUPPORT DETAIL SCALE: NONE ASJ/SSL `BUTT STRIP �[ (TYPICAL) RIB (TYPICAL) 2' TABLE C403.2 9 IMNWIAA PIPE INSULAT1ONTHICKNESS tthickness in inches REVISION NO. FLUID OPERATING TEMPERATURE RANGE AND USAGE l}1 Y/SULATION CONDUCTIVITY NOMINAL PIPE OR TIME SIZE Cinches) Cenduclivity ,n O01-.A.-.7_.Fl Mean Rid.. T.nT�, •F <1 1tm[1-1C1 1-112 to 64 4tlxi4ti Xi - > 350 032 -0.34 250 4.5 5.0 5.0 5.0 5.0 251 -350 0.29 - 0.32 200 3.0 4.0 4.5 4_5 4.5 201-250 0.27-0.30 150 25 2.5 2.5 3.0 3.0 141-200 025-0.29 125 15 1.5 2.0 2.0 2.0 105 -140 021- 0.28 100 1.0 1.0 1.5 15 1.5 40 - 60 021- 027 75 0S 0.5 1.0 1.0 1.0 < 40 0.20 - 0.26 75 05 1.0 1.etrA r170 1 Ai DESIGN ENGINEERING CONSTRUCTION MANAGEMENT: NEXTORE • 40oo I."M11,ICd PI OH 45 •-I (S13i 765 bW0 • +100) 43t-970p STORE #79779 SOUTHCENTER MALL SPACE o 416 SEATTLE, WA 98188 Construction for ( J CZ� W 2 d- 0 3 LL x O � L C.J'5 VJ�O N O W< (d)-) Revisions: Mark Date By Al2= 8-t9 LANDLORD COMMENTS 2-28-20 BUILDING DEPARTMENT COMMENTS 8-14-2020 OWNER COMMENTS Q8-27-2020 OWNER COMMENTS A Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 'EXPIRES 1209-0 Architect / Engineer Job No.: 029 Nextore Store Design Revision No.: 05 Next a Project Num ber 79779 Brand Design Type: LC.05 ISSUED FOR: ® Construction :. it �o Title PLUMBING GENERAL NOTES & DETAILS Date P001 Draw Checked 0 01 100002919 nBy STAFF LANDLORD NOTES LANDLORD REVIEW COMMENTS 11/25/19 DESIGN ENGINEERING CONSTRUCTION MANAGEMENT: KEY NOTES - SANITARY & VENT 1. ROUTE NEW SANITARY TO EXISTING SANITARY LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL :ONDITIONS. TRENCH FLOOR AS REQUIRED FOR NEW PIPING. COORDINATE WORK WITH GENERAL CONTRACTOR. 2. ROUTE NEW VENT LINE TO EXISTING VENT LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL CONDITIONS. 3. ROUTE ALL PLUMBING PIPING CONCEALED. 1/2" ( PLUMBING - PARTIAL WASTE & VENT ISOMETRIC �./ SCALE NONE • BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW GRADE UTILITIES. ON COMPLETION OF PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. THE OLD PORTION OF THE MALL HAS A STRUCTURAL SLAB AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS (AT TENANT'S EXPENSE) TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. KEY NOTES - SUPPLY 1. LOCATION OF NEW WATER HEATER. CONNECT ALL PIPING, ASSOCIATED ACCESSORIES AND DRAIN PAN. INSULATE PIPING AS REQUIRED. ROUTE 3/4" LINE FROM DRAIN PAN TO ABOVE MOP SINK BELOW. ROUTE LINE FROM PRESSURE RELIEF VALVE TO ABOVE MOP SINK BELOW. 2. NEW ISOLATION VALVE. 3. CONNECT NEW COLD WATER PIPING TO EXISTING COLD WATER SUPPLY. VERIFY LOCATION IN FIELD. 4. ROUTE ALL PLUMBING PIPING CONCEALED. S. PROVIDE NEW HOT AND COLD ISOLATION VALVES AT EACH FIXTURE 6. PROVIDE NEW COLD ISOLATION VALVE AT EACH FIXTURE. 0 PLUMBING - SUPPLY ISOMETRIC SCALE. 1/4• 00 P61 MORE .6C STORE #79779 SOUTHCENTER MALL SPACE #416 SEATTLE, WA 98188 Constructions for J g- 1.1.1 2� ro uo wog o < "1`3 a--� V �+- t'O °°- zvim Revisions: Mark Date By Qi 12-18-, LANDLORD COMMENTS Q2-28-20 BUILDING DEPARTMENT COMMENTS 8-14-2020 OWNER COMMENTS A8-27-20,0 OWNER COMMENTS A Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 EXPIRES 12-01'21 Architect / Engineer Job No.: 029 Nextore Store Design Revision No.: 05 Next eroje Prct Number 79779 Brand Design Type: LC.05 ISSUED FOR: ® Construction Title PLUMBING ISOMETRICS Date 12-9-19 Drawn By STAFF Checked By MPR Sheet P002 DESIGN ENGINEERING CONSTRUCTION MANAGEMENT: SEALANT FINISHED FLOOR FURNISH WITH SEDIMEN7 T TRAP STRUCTURE AT UPPER LEVEL TO TENANT'S SANITARY SEWER 1 TYPICAL FLOOR DRAIN DETAIL SCALE: NONE CONCRETE SLAB SAW -CUT 24"X24" AREA OF EXISTING CONCRETE, CENTERED ON DRAIN AND RE -POUR W/ SLOPING SURF. TO DRAIN BRONZE TOP FLUSH WITH FINISHED FLOOR FINISHED FLOOR OR WALK a �r BRASS PLUG AS REQUIRED FITTING OR EXTENSION TO SOIL OR WASTE INSIDE CAULK 2 TYPICAL FLOOR CLEANOUT DETAIL SCALE: NONE EXISTING 2'. WATER METER IN SERVICE CORRIDOR TO REMAIN. EXISTING REMOTE READER TO REMAIN. STOP VALVE LAVATORY STOP VALVE CW SUPPLY TRAP PRIMER VALVE PENETRATE WALL AND ROUTE BELOW SLAB TO FLOOR DRAIN. PROVIDE CHROME ESCUTCHEON. 1/2" TO FLOOR DRAIN TRAP PRIMER DETAIL SCALE: NONE ELEVATION FINISHED FLOOR CLEANOUT PLUG SANITARY OR STORM QWALL CLEAN OUT DETAIL SCALE: NONE PLUMBING - DEMOLITION ROUND SECURED POLISHED BRONZE COVER WALL KEY NOTES — DEMOLITION 1. REMOVE EXISTING PLUMBING FIXTURE. REMOVE HOT AND COLD WATER TO NEAREST MAIN AND CAP. REMOVE VENT TO NEAREST MAIN AND CAP. REMOVE SANITARY TO BELOW EXISTING FLOOR, PATCH FLOOR AND LEVEL TO MATCH SURROUNDING FLOORING AND PREPARE FOR NEW FINISHES. ABANDON UNDER FLOOR SANITARY PIPING IN PLACE. 2. REMOVE EXISTING WATER HEATER MOUNTED ABOVE THE CEILING AND ASSOCIATED PIPING. 3. REMOVE EXISTING COMPRESSED AIR LINES AND FIXTURE. 4. REMOVE ALL WATER AND SANITARY CONNECTIONS TO EXISTING LAB EQUIPMENT. REMOVE HOT AND COLD WATER TO NEAREST MAIN AND CAP. REMOVE VENT TO NEAREST MAIN AND CAP. REMOVE SANITARY TO BELOW EXISTING FLOOR, PATCH FLOOR AND LEVEL TO MATCH SURROUNDING FLOORING AND PREPARE FOR NEW FINISHES. ABANDON UNDER FLOOR SANITARY PIPING IN PLACE. )6/E9-o MORE ,13, %5-6000 STORE #79779 SOUTHCENTER MALL SPACE #416 SEATTLE, WA 98188 Construction four. ( CZ© U.1 r v O (� u—og O C U � N v VJrO z J cn Q W``10 Revisions: Mark Date By Q 12-18-19 LANDLORD COMMENTS Q 2-28-20 BUILDING DEPARTMENT COMMENTS Q 8-14-2020 OWNER COMMENTS A8-27-2020 OWNER COMMENTS Q Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 8/28/20 I DPBES 1211.11 1 Architect / Engineer Job No.: 029 Nextore Store Design Revision No.: 05 Nextore project Number 79779 Brand Design Type: LC.05 ISSUED FOR: Construction Title PLUMBING DEMOLITION PLAN Date 12-9-19 Drawn By STAFF Checked By MPR Sheet P100 SCALE: 74' = 1'-0' NOTE PROVIDE FIRE STOPPING FOR ALL PENETRATIONS OF FIRE WALLS. PROVIDE THROUGH WALL FIRE STOPPING FOR ALL LOCATIONS WHERE JUNCTION BOXES ARE LOCATED IN A DEMISING WALL, OR OTHER FIRE WALL. NOTE MOP SINK TO BE INSTALLED ON PLATFORM AS REQUIRED TO INSURE EXISTING FOOTING BELOW IS NOT DISTURBED AND PIPING CAN BE ROUTED THRU WALL AS SHOWN. KEY NOTES - SANITARY & VENT 1. ROUTE NEW SANITARY TO EXISTING SANITARY LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL CONDITIONS. TRENCH FLOOR AS REQUIRED FOR NEW PIPING. COORDINATE WORK WITH GENERAL CONTRACTOR. 2. ROUTE NEW VENT LINE TO EXISTING VENT LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL CONDITIONS. 3. ROUTE ALL PLUMBING PIPING CONCEALED. °PLUMBING - SANITARY & VENT SCALE. 1,4• = 1._E. WATER SUPPLY 4" MIXED WATER NOTE: THE MIXING VALVE 15 NOT REQUIRED IN THIS EXACT POSITION. IT MUST BE INSTALLED PER MANUFACTURER'S DIRECTION AND MUST BE WITHIN THE AREA OF THE SERVICE SINK AND WITHIN REACH OF THE OCCUPANTS. " HOT AND COLD I I I I I;-si- }" HOT AND COLD WATER SUPPLY }" MIXED WATER 40" 4 40 44. MOP SINK/SERVICE SINK FLOOR P012 EYEWASH AT SERVICE SINK PLUMBING CALCULATIONS PLUMBING FIXTURE QTY. SAN F.U. EACH SAN FU. TOTAL C.W FM EAH.U. WTR TOTALDD. W.C. (PRESSURE ASSIST) 2 4.0 8.0 5.0 10.0 LAVATORY - SKS 2 1.0 2.0 2.0 4.0 MOP SINK - MS 1 2.0 2.0 3.0 3.0 FLOOR DRAIN - FD 2 2.0 4.0 0.0 0.0 SINK (SK3, SK7) 4 2.0 6.0 2.0 6.0 ELECTRIC WATER COOLER (EWC2) 1 0.5 0.5 0.25 0.25 TOTALS jjjjjj/ /,'' 23.25 SERVICE CONNECTION SIZE SAN. 4" WATER 1" PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE DRAIN HOT COLD VENT SINK ® ® 1 1/2" 1/2" 1/2" 1-1/2" MOP SINK MS 1 1/2" 1/2" 1/2" 1-1/2" WATER CLOSET WC 4" 1/2" 2" EXISTING LAVATORY ® 1 1/4" 1/2" 1/2" 1-1/4" FLOOR DRAIN FD 2" - 1-1/2" FLOOR CLEAN OUT CD PIPE SIZE WALL CLEAN OUT D PIPE SIZE ELECTRIC WATER HEATER WH 3/4" 3/4" ELECTRIC WATER COOLER ® 11/4" 1/2" 1-1/4" NOTE: (SK1 THRU 4) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, PIPING MATERIALS AND APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DRAINS FURNISHED BY OWNER. BASED ON IPC 2015 KEY NOTES - SUPPLY LOCATION OF NEW WATER HEATER. CONNECT ALL PIPING, ASSOCIATED ACCESSORIES AND DRAIN PAN. INSULATE PIPING AS REQUIRED. ROUTE 3/4" LINE FROM DRAIN PAN TO ABOVE MOP SINK BELOW. ROUTE LINE FROM PRESSURE RELIEF VALVE TO ABOVE MOP SINK BELOW. INSTALL HEAT TRAPS AT WATER HEATER USING FLEXIBLE PIPING. 2. NEW ISOLATION VALVE 3, CONNECT NEW COLD WATER PIPING TO EXISTING COLD WATER SUPPLY. VERIFY LOCATION IN FIELD. 4. ROUTE ALL PLUMBING PIPING CONCEALED. 5. PROVIDE NEW HOT AND COLD ISOLATION VALVES AT EACH FIXTURE. 6. PROVIDE NEW COLD ISOLATION VALVE AT EACH FIXTURE. 7. INSTALL PIPING SUCH THAT THE VOLUME/MAX PIPE LENGTHS IS NOT EXCEEDED PER C404.3.1. 8. INSULATE PIPING ACCORDING TO TABLE C403.2.9. 9. GC TO INSTALL MOP SINK ON PLATFORM THIS AREA AS REQUIRED TO ENSURE EXISTING FOOTING BELOW IS NOT DISTURBED. FROM PREVIOUS FIXTURE TO NEXT FIXTURE / TO NEXT FIXTURE k.1 O .. • 2 O (TYP.) @RECIRCULATION SYSTEM FIXTURE ROUGH -IN NOTES 1. HOT WATER PIPING SHOWN ON FLOOR PLANS AND ISOMETRIC IS SHOWN FOR PLAN CLARITY. HOT WATER PIPING SHALL LOOP DOWN INTO WALLAS SHOWN. 2. SIZE DISTANCE PER STATE AND LOCAL PLUMBING CODE FOR MAXIMUM WATER CAPACITY PER PIPE SIZE TO FIXTURE. 3. PIPE SIZE TO FIXTURE PER PLANS. 4. PIPE SIZE FOR HOT WATER DISTRIBUTION PIPING PER PLANS. PLUMBING FIXTURE ROUGH -IN WITH RECIRC PUMP GDETAIL SCALE: NONE TABLE C404.3.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS EXISTING 2" WATER MET IN SERVICE CORRIDOR EXISTING REMOTE READER. NOUSIIZE coaches) VOLUME lily ounces per font length} MAMMY PIPING LENGTH P.M Pudic lavatory fauoels Otherfe:haes and appliances I. 033 6 50 5l16 0S 4 50 ix 0-75 3 50 1(ll 1 S 2 43 2 1 32 3f4 3 0.5 21 311 4 0.5 16 1 5 0.5 13 114 8 0-5 8 11t1 11 0.5 6 2 or larger 18 0S 4 PLUMBING SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) ------+0 ELBOW LP 7 CAP ON END LINE ELBOW DOWN WALL CLEANOUT D 413 I VALVE IN DROP FLOOR CLEANOUT 10+ TEE OUTLET UP I TEE OUTLET DOWN N. M FLOOR DRAIN WITH P-TRAP NVATER METER II b UNION 112 ` LUMBING FIXTURES J 1,J ----- BALL VALVE CHECK VALVE i i - POINT OF NEW CONNECTION TO EXISTING PIPING OR SYSTEM - - - - - - SANITARY PIPING (W) 0/H OVERHEAD S SANITARY VENT PIPING (V) DN U/G DOWN UNDERGROUND COLD WATER (CW) EX EXISTING • HOT WATER (HW) VALVE D0 1/2'. 1/2" 1/2" 1/2" STANDARD P.D.I. WH 201 WATER HAMMER ARRESTER SCHEDULE P.D.I. UNITS lAj I� tt L 3) FIXTURE UNITS 1-3 4-11 12-32 33-60 61-113 114-154 155-330 OS -A FIOT WATER RETURN BALANCING VALVE HOT WATER RETURN LINE 1/2 00 0)0 1,tt II� .0 (WCi 4 6• �1.. 00 I 3K5 I / 3/r 1/2 1 i SK3 l co 3/4" 00 SK3 I 3/4 L 1/2„ 3/4" Ai t PLUMBING -SUPPLY SCALE. 1/4' = 1'-0' /2" /9--- OigeFl DESIGN ENGINEERING CONSTRUCTION MANAGEMENT: NEXTORE ♦ nano :ummca vt • .1(513) 76,60M * -1 (060) 431A700 STORE #79779 SOUTHCENTER MALL SPACE #416 SEATTLE, WA 98188 Construction for. ( 0 Qo W2i O O < 3 � o � x o cn V ° c6 O � (13 /� V JO zVD N Q LLI<© Revisions: Mark Date By Q12-18-19 LANDLORD COMMENTS Q2-28-20 BUILDING DEPARTMENT COMMENTS Q3 8-14-2020 OWNER COMMENTS Qq 8-21-2020 OWNER COMMENTS A Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 I EXPIRES Architect / Engineer Job No.: 029 extore Store Design Revision No.: 05 Nextore project Number 79779 Brand Design Type: LC.05 ISSUED FOR: LZI Construction Title PLUMB NG PLANS Date 12-9-19 Drawn By STAFF Checked By MPR Sheet P200 PLUMBING SPECIFICATIONS I. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES & STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) (NSPE)(NEC) AND ANY OF THE TENANT'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE TENANT REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 4. GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK 1. THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE TENANT. GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE TENANT A COMPLETE, CODE APPROVED AND OPERATIONAL PLUMBING SYSTEMS. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT BEFORE WORK IS COMMENCED. 3. ALL CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, Q RED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO ANY CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE TENANT. 5. THIS GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL DUCT AND LOUVER OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. 6. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED PLUMBING DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL PLUMBING EQUIPMENT, PIPING, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE PLUMBING SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE TENANT'S GENERAL REQUIREMENTS. 7. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND TENANT. WHERE AN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C. DOCUMENTS 1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE TENANT. 2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE TENANT FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL a. SUBSTITUTIONS i. THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL OF QUALITY. THE GENERAL CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE EQUIPMENT AND MATERIALS EXACTLY AS INDICATED. ii. THE GENERAL CONTRACTOR SHALL SUBMIT FOR APPROVAL, WITH HIS BID QUOTATION, A LIST OF ANY PROPOSED SUBSTITUTIONS OF MATERIALS AND EQUIPMENT FOR THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED. A FULL DESCRIPTION OF ALL PROPOSED SUBSTITUTED ITEMS, THE CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR SUCH SUBSTITUTIONS SHALL ACCOMPANY THE BID. ALL ACCESSORIES, FEATURES, ETC., SUPPLIED WITH THE SUBSTITUTED MANUFACTURER'S PRODUCT SHALL ALSO BE INCLUDED IN THE BID. iii.IF THE GENERAL CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WITH THEIR BID THE TENANT SHALL CONSIDER THE BIDDER TO BE PROPOSING THE MANUFACTURERS AND MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. iv.SUBSTITUTIONS AFTER CONTRACT AWARD SHALL NOT BE PERMITTED. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION 1. GENERAL CONTRACTOR SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONSIDERATION MECHANICAL ELECTRICAL AND GENERAL TRADE WORK CURRENTLY EXISTING AND WORK WHICH MAY BE INSTALLED PRIOR TO CONTRACT AWARD. RELOCATION OF DUCTWORK, PIPING AND EQUIPMENT, AS REQUIRED, TO AVOID THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. 2. GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE STARTING ANY FABRICATION OR DOING ANY WORK IN THE FIELD AND SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WORK ALONG WITH RESOLUTIONS FOR ANY CONFLICT OF SPACE WITH OTHER TRADES. 3. WHERE THE WORK OF TWO OR MORE TRADES INTERFERE WITH EACH OTHER AND A DEVIATION FROM DESIGN IS NECESSARY, NEITHER WORK SHALL PROCEED UNTIL THE TENANT HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION AS TO WHAT CHANGES SHOULD BE MADE. 4. GENERAL CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE GENERAL CONTRACTOR CAUSING THE DAMAGE. 5. IT IS ESSENTIAL THAT ALL WORK AT THE PROJECT BE DONE AS SUCH TIME AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE NORMAL OPERATIONS OF THE FACILITY. A WORK SCHEDULE SHALL BE ARRANGED WITH THE TENANT TO FACILITATE WORK WITH A MINIMUM OF INTERFERENCE WITH THE TENANT'S OPERATIONS. 6. AREAS TO BE USED FOR STORAGE SHALL BE ONLY AS DIRECTED BY THE TENANT. ALL STORED MATERIAL SHALL BE RELOCATED OR REMOVED FROM THE SITE AS DIRECTED BY THE TENANT. 7. DAILY, AND AT THE COMPLETION OF THE WORK, EACH GENERAL CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS AND DEBRIS CAUSED BY HIS WORK. UPON COMPLETION OF EACH GENERAL CONTRACTOR'S WORK, CONDITIONS OF THE SPACE(S) SHALL BE THE SAME AS FOUND PRIOR TO COMMENCEMENT OF THE WORK. FAILURE TO DO SO MAY RESULT IN THE TENANT'S EMPLOYMENT OF A SEPARATE SERVICE TO OBTAIN THIS CONDITION AND REDUCING THE FACTOR'S CONTRACT AMOUNT BY THE COST OF SUCH A SERVICE. 8. EACH GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE TENANT BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. METHODS 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING SHALL BE LAID ON AN APPROPRIATELY GRADED 6" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6" ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR THE TENANT. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9" LIFTS WITH ALL LIFTS COMPACTED TO 95% PROCTOR. PATCH FLOOR TO MATCH EXISTING. 2. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL. BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS, FLASHING AND COUNTER FLASHING SHALL BE PERFORMED BY THE TENANT'S ROOFING CONTRACTOR AT THE REQUESTING GENERAL CONTRACTORS COST. II. INSULATION A. GENERAL 1. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING. 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, HANGERS AND SIMILAR PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE DAMAGED. 6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. 7. INSULATION SHALL BE BY OWENS-CORNING, KNAUF, OR MANVILLE. B. PLUMBING ALL ABOVE GROUND PIPING SHALL BE INSULATED WLTH FIBERGLASS PIPING a. DOMESTIC HOT AND COLD WATER PIPING UP TO 1 1/2 INCH DIAMETER - 1 INCH THICK INSULATION. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS ITTINGS AND COVERED WITH A PRE -FORMED PVC FITTING COVER. III.PLUMBING A. GENERAL 1. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC. SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE, THE PLUMBING CODE, THE AMERICAN DISABILITIES ACT GUIDELINES, ANSI A117.1 REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS). GENERAL CONTRACTOR TO VERIFY ALL PLUMBING ROUGH IN DIMENSIONS MEET THE ABOVE NOTED REQUIREMENTS. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO BACKFILLING OR WALL INSTALLATION. 2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 3. FURNISH ACCESS DOORS FOR WALL CLEAN OUTS AND VALVES IN WALLS. 4. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE -IN ARE BEING PROVIDED BY OTHERS. THIS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGHING IN ALL SERVICES FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS GENERAL CONTRACTOR OR OTHERS. GENERAL CONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DESIGN AS REQUIRED TO MATCH THE EQUIPMENT BEING SUPPLIED. THIS GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO; ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE STOP OR VALVE, ALL DIRECT SANITARY CONNECTIONS, ALL INDIRECT WASTE CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT, COOLER AND FREEZER COIL CONDENSATE DRAIN PIPING, ETC. 5. FIRE STOPPING - REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL CONSTRUCTION DESIGN NUMBER. FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER C-A1-1175. FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER W-L-1003. B. PIPING 1. PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP. ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM SPACING OF: a. 6' CENTERS FOR PIPING 3/4" AND SMALLER. b. 8' CENTERS FOR 1" PIPING. c. 10' CENTERS FOR PIPING LARGER THAN 1". d. PIPING ABOVE THE ROOF SHALL BE SUPPORTED PER THE DETAIL ON THE DRAWINGS. e. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FOR THE GROSS OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE INSULATION SPECIFICATIONS FOR INSULATION REQUIREMENTS. C. SANITARY AND VENT 1. ALL PIPING SHALL PITCH TO ITS APPROPRIATE MAIN AT NO LESS THAN 1/4" PER FOOT SLOPE. 2. UNDERGROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS. 3. ABOVE GROUND WASTE AND VENT PIPING SHALL BE HUB AND SPIGOT CAST IRON PIPE WITH LEAD AND OAKUM JOINTS AND BE HUNG PER C.LS.P.I. REQUIREMENTS. D. DOMESTIC WATER GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING TENANT AND THE LOCAL WATER COMPANY FOR THE INSTALLATION OF A NEW WATER METER. THIS SHALL INCLUDE THE FEES/COSTS AND INSTALLATION OF A NEW WATER METER AS SHOWN ON THE PLANS AND THE ASSOCIATED REMOTE READER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL WATER COMPANY. LOCATE REMOTE READER AT BUILDING TENANT'S AND WATER COMPANY'S DIRECTION. 2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS. STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A. STANDARDS. 3. ABOVE GROUND WATER PIPING, 3" AND SMALLER, SHALL BE TYPE "L" HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS. AS AN ALTERNATE THE GENERAL CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS (PROPRESS SYSTEM) AS MANUFACTURED BY VIEGA. FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22.0-RINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURER'S SPECIFICATIONS/REQUIREMENTS. WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 605.22. 4. DOMESTIC WATER VALVES SHALL BE MILWAUKEE VALVE 4BA-100 OR 4BA-150 BALL VALVE. ALL VALVES SHALL BE LEAD-FREE. PLUMBING EQUIPMENT SCHEDULE CDNOTE: ALL SPECS MAY NOT BE USED IN EVERY STORE. GENERAL NOTE: FOLLOW ALl MANUFACTURERS INSTALLATION AND MAINTENANCE INSTRUCTIONS. ITEM MARK DESCRIPTION SUPPLIED/ INSTALLED BY MFG./PHONE # MODEL # / COLOR SEPAPATE PERM, UIR=(� FJR REMARKS Mecfanics Plumbing FLOOR MOUNTED WATER CLOSET (ADA) WC "CADET RIGHT HEIGHT" ADA 16-1/2" H. ELONGATED PRESSURE -ASSISTED TOILET WITH FLUSHOMETER TANK. ALL ASSOCIATED TRIM, FITTING AND HARDWARE. SEAT SHALL BE WHITE SOLID PLASTIC WITH OPEN FRONT LESS COVER. PROVIDE COMPLETE WITH CHROME SUPPLY AND SERVICE STOP. PC / PC (am)AMERICAN AMERICAN STANDARD (8 217-1929 STANDARD #2467.016 /WHITE VITREOUS CHINA _ [AZ Gas Piping I City of Tukwila �IL`: !N . DIVISION POWER FLUSH I .,„ SINKS SK3 ROUND SINK FOR CONTACT LENS T / PC JUST SINKS (847) 678-5150 SINK: CLF-ADA 10 FAUCET: JUST # J-981 GC TO MAKE FINAL CONNECTIONS. INSTALL MIXING VALVE BELOW FIXTURE, CONNECT TO SUPPLY PIPING AT FIXTURE, SET WATER TEMP. @ 110" F USING TMV-1. SK5 WALL HUNG, WHITE VITREOUS CHINA LAVATORY, 4" O.C., CENTER WRIST BLADE HANDLES, AMERICAN STANDARDRD HERITAGE #5401.172H; FLOW RESTRICTOR, POP UP DRAIN, 1-1/4" x 1-1/2" CONNECTOR PIECE, 1 1/2" TAILPIECE, P-TRAP, TUBE -TO -WALL, ESCUTCH PC / PC AMERICAN STANDARD (800) 217-1929 AMERICAN STANDARD 40355.012 / WHITE VITREOUS CHINA J.R.SMITH 700 FIXTURE SUPPORT OR APPROVED APPROVED EQUAL FLR MTD TYPE FOR HIGH BACK LAVATORIES. INSTALL MIXING VALVE BELOW FIXTURE, CONNECT TO SUPPLY PIPING AT FIXTURE, SET WATER TEMP. @ 110°FUSING TMV 1. SK7 30" SINK FOR BOH-SU30 T / PC ELKAY SINK: LLVR2717, STRAINER: 1135, FAUCET: DELTA 101D5T "SELECT 1-HOLE DRILLING CONFIGURATION. G.C. TO MAKE FINAL CONNECTIONS. INSTALL. MIXING VALVE BELOW FIXTURE, CONNECT TO SUPPLY PIPING AT FIXTURE, SET WATER TEMP. @ 110° F USING TMV-1 BI-LEVEL WATER COOLER EWC2 WALL HUNG, BARRIER FREE, ELECTRIC, 120V 60Hz 1 PH, 3-WIRE GROUND CORD; PLATINUM VINYL FINISH; SA GPH; SELF CONTAINED REFRIGERATION CONTROLS, PUSH BAR CONTROLS AT FRONT AND SIDE; 3/8" SUPPLY CONNECTION; 1-1/2" OD WASTE CONNECTION PC / PC HALSEY TAYLOR {630) 574 3500 HACBFSBL-Q ADA PV NOT USED UNLESS FORCED BY LL/CODE; MAINTAIN 6" MIN. TO WALL ON EA. SIDE FOR VENTILATION MOUNTING HEIGHT PER CODE. MOP SINK MS ONE PIECE MOLDED STONE MOP BASIN W/ 10" HIGH SIDES FOR RECESSED INSTALLATION, 3" BASIN DRAIN W/ SERVICE SINK STRAINER PC / PC FIAT PRODUCTS (912) 432-0525 SINK: M562424, FAUCET: 4830 AA W/ WALL BRACE, 30" HOSE BRACKET: 4932-AA, MOP HANGER: 4889-CC COORDINATE LOCATION OF MOP HOLDER W/ LENS PROCESS ROOM MGR; ALSO PROVIDE 'SK-5' WHEN REQUIRED WATER HEATER WH STORAGE WATER HEATER. TANK SHALL BE GLASS LINED, 150 PSI WORKING PRESSURE. DRAIN INDIRECTLY TO MOP SINK BELOW. PC / PC AO SMITH P COMMERCIAL ELECTRRICIC #pEL 20, 20 GALLONS, 6.0KW HEATING ELEMENT, WATER W HEATER REFER TO PLUMBING PLAN FOR LOCATION EYE WASH EW 1 EYE WASH, WALL MOUNTED, AUTOFLOW 90 DEGREE SWING DOWN WITH TEMPERING VALVE PC / PC GUARDIAN EQUIPMENT G1848LH-L WITH AUTOMATIC TEMPERING VALVE G3600LF MOUNT ON WALL BY MOP SINK AT 48" AFF TO CENTERLINE, PIPED IN WALL PIPING SUPPORTS WATER HAMMER ARRESTORS PC / PC WATTS/GRAINGER (800) 323-0620 #3A559 FLOOR DRAINS ED CAST IRON FLOOR DRAIN W/ DOUBLE DRAINAGE FLANGE, TAP FOR TAP PRIMER, WEEP HOLES, 3" OUTLET & 6" NICKEL BRONZE ADJUSTABLE STRAINER. PC / PC 1.R SMITH (334) 277-8520 1.R. SMITH # 2005-A-06 FLOOR CLEANOUTS FCC) REFER TO SHEET P002 PC / PC J.R. SMITH (334) 277-8520 4000 SERIES REFER TO PLUMBING PLAN FOR LOCATION WALL CLEANOUTS WCO REFER TO SHEET P002 PC / PC J.R. SMITH (334) 277-8520 4400 SERIES REFER TO PLUMBING PLAN FOR LOCATION V VE T E W SH TA 10 TH R ST TI MI IN VA VE PC P U D RECIRCULATION PUMP RP RECIRCULATION PUMP PC / PC BELL & GOSSETT NBF 22U DOMESTIC HOT WATER RECIRCULATION PUMP. PROVIDE CHECK VALVE AND ACCESSORIES TO COMPLETE INSTALLATION. PROVIDE CONTROLS TO START WATER FLOW BASED ON DEMAND, AND TURN OFF FLOW BASED ON LACK OF DEMAND AND TEMPERATURE HAS BEEN MET. HOT WATER SUPPLY OUTLET, SEE PLANS COLD WATER SUPPLY INLET, SEE PLANS SHUT-OFF VALVES UNION OR APPROVED FLEX CONNECTOR, TYPICAL FULL LINE SIZE COPPER RELIEF DRAIN TO HUB DRAIN OR MOP SINK HOSE BIB DRAIN VALVE BEYOND ASME PRESSURE & TEMP- ERATURE RELIEF VALVE HW Soo," GALVANIZED SHEET METAL OR OTHER CORROSION -RESISTANT MATERIAL CONSTRUCTION WATERTIGHT PAN. SUPPORT WATER HEATER ASSEMBLY FROM PLATFORM. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH GENERAL TRADES CONTRACTOR WATER HEATER SUPPORT DETAIL SCALE: NONE PROVIDE EWH WITH EXPANSION TANK ON COLD WATER SUPPLY SIDE, AMTROL OR EQUAL UNISTRUT P-1000T CHANNEL, BOLT TO WALL STRUCTURE WITH (2) 3/8" BOLTS, MINIMUM P1458 BRACKET, (3) 1/2" BOLTS AND NUTS, TYPICAL OF 2 LOCATIONS 2" X16 GA. GALVANIZED SHEET METAL STRAP FULL LINE SIZE COPPER RELIEF DRAIN TO MOP SINK 0 coy rr HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER. MATERIAL TO MATCH PIPE. PIPE CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION UNINSULATED PIPE SUPPORT DET SCALE: NONE CODE Co.,;DLIANCE 4f'fi��I�i�E� u HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER. MATERIAL TO MATCH PIPE PIPE FIBERGLASS INSULATION PER SPECS 180° RIBBED 18GA. SHIELD SIMILAR TO ANVIL 4168 12" 1,; INSULATED PIPE SUPPORT DETAIL _ % SCALE NONE PERMIT CENTER s1- 0 22 201.G City of Tukwila BUILDING DIVISION jASJ/SSL (TYPICAL) RIB (TYPICAL) flEC.rN1T/0i ) CITY OF "E L.:WILA MAR 05 2020 TABLE C403_2.9 IPE INSULATION THICKNES 1111 FLUID OPERATING TEMPERATURE RANGE A/40 USAGE (1) INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE (inches) Cc ttttte °Fla Mean Riling Tem .F' alas 'a 1 Lc 1_]12 1-112 tcs : 4 a '; $ d ', 350 0.32 - 0.34 250 4.5 5 0 5,0 5.0 .0 251-350 0.29-032 200 3.0 40 4,5 4.5 4.5 201 - 250 0.27 - 0.30 150 2.5 .15 2.5 3.0 3-0 141 - 200 0.25 - 0.29 115 1.5 1.5 20 _ 2.0 2 .c 105 - 140 0.21 - 0.20 100 1.0 1.0 1. 5 1 5 1.5 40 - 60 0.21 - 0.27 75 ..0.5 Am. 1.0 I ,OU 1.0 1% 1:0 1.0 1.01 tip t - 40 0?0 - 0. 26 75 DESIGN ENGINEERING CONSTRUCTION MANAGEMENT: NEXTORE •La STORE #79779 SOUTHCENTER MALL SPACE ##416 SEATTLE, WA 98188 Construction r for: J qq C3.Q W°� O R7� V O O e J C � G O � Ri CA113 � V J O Ztit O J tD Revisions: Mark Date By Al2 8-i5 LANDLORD COMMENTS Q2-2B-2C BUILDING DEPARTMENT COMMENT`, A A A Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 EXPIRES 12-01 21 Architect / Engineer Job No.: 029 Nextore Store Design Revision No.: 05 Nextore project Number 79779 Brand Design Type: LC.05 ISSUED FOR: El Construction TiNe PLUMBING GENERAL NOTES & DETAILS LANDLORD NOTES LANDLORD REVIEW COMMENTS 11/25/19 DE,GN ENGINEERING CONSTRUCTION MANAGEMENT. KEY NOTES - SANITARY & VENT 1. ROUTE NEW SANITARY TO EXISTING SANITARY LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL CONDITIONS, TRENCH FLOOR AS REQUIRED FOR NEW PIPING. COORDINATE WORK WITH GENERAL CONTRACTOR. 2. ROUTE NEW VENT LINE TO EXISTING VENT LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL CONDITIONS. 3. ROUTE ALL PLUMBING PIPING CONCEALED. PLUMBING - PARTIAL WASTE & VENT ISOMETRIC SCALE: NONE • BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTLJRBANCE OT LANDLORD'S BELOW GRADE UTILITIES. ON COMPLETION OF PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. THE OLD PORTION OF THE MALL HAS A STRUCTURAL SLAB AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS (AT TENANT'S EXPENSE) TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK, KEY NOTES - SUPPLY 1. LOCATION OF NEW WATER HEATER. CONNECT ALL PIPING, ASSOCIATED ACCESSORIES AND DRAIN PAN. INSULATE PIPING AS REQUIRED. ROUTE 3/4” LINE FROM DRAIN PAN TO ABOVE MOP SINK BELOW. ROUTE LINE FROM PRESSURE RELIEF VALVE TO ABOVE MOP SINK BELOW. 2. NEW ISOLATION VALVE. 3. CONNECT NEW COLD WATER PIPING TO EXISTING COLD WATER SUPPLY. VERIFY LOCATION IN FIELD. 4. ROUTE ALL PLUMBING PIPING CONCEALED. S. PROVIDE NEW HOT AND COLD ISOLATION VALVES AT EACH FIXTURE_ 6. PROVIDE NEW COLD ISOLATION VALVE AT EACH FIXTURE. PLUMBING - SUPPLY ISOMETRIC SCALE' = CODE C0,4,LiANCE ,A,PPROVED i,R, 22. 2021i City of Tukwila BUILDING DIVISION rtECF.IVED CITY OF ILiMVILA p(.??/ pERmArfRi°:::TER NEXTORE STORE #79779 SOUTHCENTER MALL SPACE #416 SEATTLE, WA 98188 Construction for: ci•C?t CD LLJ 0 r"'" 3 6- < `2 2 U ZUVUX 14.1 <02 Revisions: Mark Date By Al2-1,19 LANDLORD COMMENTS A2-2,20 BUILDNG DEPARTMENT COMMENTS A Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 EXPIRES 509-2I PLUMBING ISOMETRICS Date 12-9-19 Drawn By STAFF ked By MPR P002 DESIGN ENGINEERING CONSTRUCTION MANAGEMENT. SEALANT FINISHED FLOOR FURNISH WITH SEDIMEN7 T TRAP STRUCTURE AT UPPER LEVEL TO TENANT'S SANITARY SEWER 1Llllllll \ TYPICAL FLOOR DRAIN DETAIL {\ J SCALE: NONE CONCRETE SLAB SAW -CUT 2,X24" AREA OF EXISTING CONCRETE, CENTERED ON DRAIN AND RE -POUR W/ SLOPING SURF. TO DRAIN BRONZE TOP BRASS PLUG AS REQUIRED FITTING OR EXTENSION TO SOIL OR WASTE FLUSH WITH FINISHED FLOOR FINISHED FLOOR OR WALK SIdE CAULK ` S TYPICAL FLOOR CLEANOUT DETAIL SCALE NONE STOP VALVE LAVATORY STOP VALVE CW SUPPLY TRAP PRIMER VALVE Z O W PENETRATE WALL AND ROUTE BELOW SLAB TO FLOOR DRAIN. PROVIDE CHROME ESCUTCHEON. 1/2" TO FLOOR DRAIN ELEVATION FINISHED FLOOR �71, TRAP PRIMER DETAIL yy,/ SCALE: NONE CLEANOUT PLUG SANITARY OR STORM , \WALL CLEAN OUT DETAIL SCALE: NONE ROUND SECURED POLISHED BRONZE COVER WALL EXISTING 2" WATER METER IN SERVICE CORRIDOR TO REMAIN. EXISTING REMOTE READER TO REMAIN. :r-= I III III ,/ \/ L _ --_/ L_____/ / ,� l / \ •\\\ \\ KEY NOTES - DEMOLITION REMOVE EXISTING PLUMBING FIXTURE. REMOVE HOT AND COLD WATER TO NEAREST MAIN AND CAP. REMOVE VENT TO NEAREST MAIN AND CAP. REMOVE SANITARY TO BELOW EXISTING FLOOR, PATCH FLOOR AND LEVEL TO MATCH SURROUNDING FLOORING AND PREPARE FOR NEW FINISHES. ABANDON UNDER FLOOR SANITARY PIPING IN PLACE. 2. REMOVE EXISTING WATER HEATER MOUNTED ABOVE THE CEILING AND ASSOCIATED PIPING. 3. REMOVE EXISTING COMPRESSED AIR LINES AND FIXTURE. 4. REMOVE ALL WATER AND SANITARY CONNECTIONS TO EXISTING LAB EQUIPMENT. REMOVE HOT AND COLD WATER TO NEAREST MAIN AND CAP. REMOVE VENT TO NEAREST MAIN AND CAP. REMOVE SANITARY TO BELOW EXISTING FLOOR, PATCH FLOOR AND LEVEL TO MATCH SURROUNDING FLOORING AND PREPARE FOR NEW FINISHES. ABANDON UNDER FLOOR SANITARY PIPING IN PLACE. I r II II I I L _ J 1, F----, Imo\ F_1---- I (� /7--- // // LJ /n\ ///�\ / <,. \ \ \__,_,/ /// \\ \ // I l I \\\ \\ \\\ I `\ // \\ / I \\ L J / \ r-I I I I I I I I I I ---J L-- XiCE City if Tukwila BUIL%JIIyG D1VISiON; PLUMBING - DEMOLITION 'G /qJfq5;) CITY F MAR 0 5 2020 PERMIT CENTER NEXTORE STORE #79779 SOUTHCENTER MALL SPACE #416 SEATTLE, WA 98188 Constructions for: ( I W2 U O LL .a >= ,(13 UoE: Z�J � O LIJ< Revisions: Mark Date A2-t8-13 LANDLORD COMMENTS A2-28-20 BUILDING DEPARTMENT COMMENTS A 0 A Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 (EXPIRES tt49�21 Architect / Engineer Joh No 029 Nextore Stwe Design Revision No.: 05 Nextwe project Number 79779 Brand Design Type: LC.05 ISSUED FOR: XI Construction Title PLUMBING DEMOLITION PLAN NOTE PROVIDE FIRE STOPPING FOR ALL PENETRATIONS OF FIRE WALLS. PROVIDE THROUGH WALL FIRE STOPPING FOR ALL LOCATIONS WHERE JUNCTION BOXES ARE LOCATED IN A DEMISING WALL, OR OTHER FIRE WALL. NOTE MOP SINK TO BE INSTALLED ON PLATFORM AS REQUIRED TO INSURE EXISTING FOOTING BELOW IS NOT DISTURBED AND PIPING CAN BE ROUTED THRU WALL AS SHOWN. KEY NOTES - SANITARY & VENT 1. ROUTE NEW SANITARY TO EXISTING SANITARY LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL CONDITIONS. TRENCH FLOOR AS REQUIRED FOR NEW PIPING. COORDINATE WORK WITH GENERAL CONTRACTOR. 2. ROUTE NEW VENT LINE TO EXISTING VENT LINE. VERIFY SIZE AND LOCATION IN FIELD AND REVISE PIPING AS REQUIRED FOR ACTUAL CONDITIONS. 3. ROUTE ALL PLUMBING PIPING CONCEALED. 1 1/2" 1 1/2' 1 1/2" A NOTE: THE MIXING VALVE IS NOT REQUIRED IN THIS EXACT POSITION. IT MUST BE INSTALLED PER MANUFACTURER'S DIRECTION AND MUST BE WITHIN THE AREA OF THE SERVICE SINK AND WITHIN REACH OF THE OCCUPANTS. NG VALVE A !!J! z- WATERSUPPLY I 1" MIXED WATER MOP SINK/SERVICE SINK FLOOR 40" 44" 40" 44" MOP SINK/SERVICE SINK FLOOR P012 EYEWASH AT SERVICE SINK 1 1/2" /l I (sr/ ) - 2„ 2" ( MS) 1 12" 2" (SK3) 1 1 /4 FCO (wC) FD I SKS ( (wc) 4" 4„ I FD I _( SK5 t� 1.±c1J1 EWC2) 1 1/2" 1 1/2„ L_ 0 sK7 PLUMBING - SANITARY & VENT PLUMBING CALCULATIONS PLUMBING FIXTURE QTY. SAN F.U. EACH SAN F.U. TOTAL CE F.U. EACH WTR. UMD. TOTAL W.C. (PRESSURE ASSIST) 2 4, 8.0 5.0 10.0 LAVATORY - SK5 2 1.0 2.0 2.0 4,0 MOP SINK - MS 1 2.0 2.0 3.0 3.0 FLOOR DRAIN - FD 2 2.0 4.0 0.0 0.0 SINK (SK3, SK7) 4 2.0 6.0 2.0 6.0 ELECTRIC WATER COOLER (EWC2) 1 0.5 0.5 0.25 TOTALS AMA 22 5�/f%/7> �/�y0�22555 4 23.25 SERVICE CONNECTION SIZE SAN. 4" WATER 1" PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE DRAIN HOT COLD VENT SINK lap� 1 1/2" 1/2" 1/2" 1-1/2" MOP SINK MS 1 1/2" 1/2" 1/2" 1-1/2" WATER CLOSET 1=j 4" - 1/2" 2" EXISTING LAVATORY ® 1 1/4" 1/2" 1/2" 1-1/4" FLOOR DRAIN FD 2" - - 1-1/2" FLOOR CLEAN OUTGE) PIPE SIZE - - - WALL CLEAN OUT PIPE SIZE - - - ELECTRIC WATER HEATER WH - 3/4" 3/4" - ELECTRIC WATER COOLER ® 1 1/4" - 1/2" 1-1/4" NOTE (SKI THRU 4) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, PIPING MATERIALS AN APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DRAINS FURNIS BY OWNER. BASED ON IPC 2015 KEY NOTES - SUPPLY 1. LOCATION OF NEW WATER HEATER. CONNECT ALL PIPING, ASSOCIATED ACCESSORIES AND DRAIN PAN. INSULATE PIPING AS REQUIRED. ROUTE 3/4" LINE FROM DRAIN PAN TO ABOVE MOP SINK BELOW. ROUTE LINE FROM PRESSURE RELIEF VALVE TO ABOVE MOP SINK BELOW. INSTALL HEAT TPT AT R AT R 1N F XI. E P •IN NEW ISOLATION VALVE. 3. CONNECT NEW COLD WATER PIPING TO EXISTING COLD WATER SUPPLY. VERIFY LOCATION IN FIELD. 4. ROUTE ALL PLUMBING PIPING CONCEALED. 5. PROVIDE NEW HOT AND COLD ISOLATION VALVES AT EACH FIXTURE. Q6. PROVIDE W CO..D ISO. aTION VALVE AT ACH FIXTURE. 7. I STALL PIPING SUCH THAT THE VOLUME/MAX PIPE LENGTHS IS NO EXCE DED PER C404.3.1. 8. INSULATE PIPING ACCORDING TO TABLE C403.2.9. 9. GC TO INSTALL MOP SINK ON PLATFORM THIS AREA AS REQUIRED TO ENSURE EXISTING FOOTING BELOW IS NOT DISTURBED. TO NEXT FIXTURE ki Q ., s FROM PREVIOUS FIXTURE TO NEXT FIXTURE 2 ' 0 (TYP.) @RECIRCULATION SYSTEM FIXTURE ROUGH -IN NOTES 1. HOT WATER PIPING SHOWN ON FLOOR PLANS AND ISOMETRIC IS SHOWN FOR PLAN CLARITY. HOT WATER PIPING SHALL LOOP DOWN INTO WALLAS SHOWN. 2. SIZE DISTANCE PER STATE AND LOCAL PLUMBING CODE FOR MAXIMUM WATER CAPACITY PER PIPE SIZE TO FIXTURE. 3. PIPE SIZE TO FIXTURE PER PLANS. 4. PIPE SIZE FOR HOT WATER DISTRIBUTION PIPING PER PLANS. PLUMBING FIXTURE ROUGH -IN {DETPJLWITH RECIRC PUMP SCALE: NONE EXISTING 2" WATER METER N SERVICE CORRIDOR. EXISTING REMOTE READER. TABLE C404.3.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS NOMINAL PEE SIZE (inches) VOLUME (liquid dunces per foot length) MAXDAUM PIPS LE F1GTFl Public lavatory faucets Cltatec fYWO anti appliances 1,4. 0.33 6 50 1 16 0.5 4 50 3s 075 3 50 12 1,5 43 3:r4 3 0.5 21 71 4 0-5 16 5 0.5 13 11 g 0.5 112 11 0,5 6 2 or larger 18 0, 5 4 PLUMBING SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) ELBOW UP DOWN 1 CAP ON END LINE ELBOW I WALL CLEANOUT VALVE IN DROP OUTLET I,- 0 FLOOR CLEANOUT I TEE UP 15 FLOOR DRAIN WITH P-TRAP 1 TEE OUTLET DOWN ) WATER METER I II, UNION BALL VALVE riLl-', 111D ,LUMBING FIXTURES POINT OF NEW CONNECTION 771 CHECK VALVE TO EXISTING PIPING OR SYSTEM - - - - - - SANITARY PIPING (W) O/H OVERHEAD SANITARY VENT PIPING (V) WATER DN DOWN U/G UNDERGROUND EX EXISTING COLD (C ) HOT WATER (HW) 1>Q VALVE STANDARD P.D.I. WH 201 WATER HAMMER ARRESTER SCHEDULE P.D.I. UNITS FIXTURE UNITS 1-3 4-11 12-32 33-60 61-113 114-154 155-330 ( SK5 ) \ PLUMBING - SUPPLY SCALE 14` = HOT WATER RETURN BALANCING VALVE P6/9 (ABOVE CHECK'VALVE (ABOVE) • HOT WATER RETURN LINE ( SK3 22, 2020 City of Tukwila BUILDING DIVISION` RECr VET CITY OF -IMVILA MAI7 0 5 20� /?R PERMIT CENTER DESIGN ENGINEERING CONSTRUCTION MANAGEME4iT: NEXTORE STORE #79779 SOUTHCENTER MALL S PACE. #416 SEATTLE, WA 98188 Construction for: y I LLJ 2 O V Ri L O LL .o r� cCS V J.� O Z/ l/i LLJ<T? J Revisions: Mark Date By A,2-18-i4 LANDLORD COMMENTS A2-2a-2o BUILDING DEPART COMMENTS 0 A A Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 I EXPIRES 12041 Architect / Engineer Job No.: 029 Nextore Store Design Revision No.: 05 Nextore project Number 79779 Brand Design Type: LC.05 ISSUED FOR: NI Construction Title PLUMBING PLANS ate 12-9-19 Drawn By STAFF Checked By MPR P200 1 KEY NOTES - FIRE PROTECTION PLAN DESIGN ENGINEERING CONSTRUCTION MANAGEMENT. 1. DISCONNECT AND REMOVE EXISTING SPRINKLER HEADS. RE -WORK PIPING AS REQUIRED. 2. ANY SHUTDOWN OF THE FIRE PROTECTION SYSTEM DURING INSTALLATION OF TENANT'S SPRINKLER SYSTEM WITHIN THELEASED PREMISES WILL REQUIRE A 24-HOUR NOTICE TO ALL OTHER TENANTS WITHIN THE SYSTEM AND SHALL BE COORDINATED THROUGH THE MANAGER OF TENANT CONSTRUCTION. • • • EXISTING FIRE PROTECTION MAIN TO REMAIN. a (TYP C�? MP) + P) a 40. a .4 FIRE PROTECTION - DEMOLITION P419-6198" City of T u vvii I..2V S` RECEIVED CITY OF TUKWILA DEC 3 0 2019 PFF1M1i C5NTE9 SEPARATE PERMIT AND APPROVAL REQUIRED NEXTORE STORE #79779 SOUTHCENTER MALL SPACE #416 SEATTLE, WA 98188 Construction for: ( J © W 2 0 L J C u O El v )� 111 O L < Revisions: Mark Date By Q1,-18,5 LANDLCEt S Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 Architect / Engineer Joh No.: 029 Nextore Store Design Revision No.: 04 Nextore prot Numberjec79779 Brand Design Type: LC.05 ISSUED FOR: ® Construction Title FIRE PROTECTION DEMOLITION PLAN Date 12-9-19 Drawn By STAFF Checked By MPR FP100 FIRE PROTECTION LEGEND SYMBOL DESCRIPTION CONCEALED QUICK RESPONSE HEAD SUPPLY CUSTOM COLOR FACE PLATES FOR THE RECESSED HEADS. PLACE ORDER FOR FACE PLATES EARLY IN JOB. COLOR TO MATCH ADJACENT CEILING COLOR. •..I SEMI RECESSED CHROME QUICK RESPONSE HEAD f 7 NEW FIRE PROTECTION PIPING f J EXISTING FIRE PROTECTION PIPING DOWN OUP f PIPE RISERS f 1 7 POINT OF CONNECTION (� J CAPPED PIPING NOTE PROVIDE FIRE STOPPING FOR ALL PENETRATIONS OF FIRE WALLS. PROVIDE THROUGH WALL FIRE STOPPING FOR ALL LOCATIONS WHERE JUNCTION BOXES ARE LOCATED IN A DEMISING WALL, OR OTHER FIRE WALL. SCOPE: OVERVIEW: THE WORK SHOWN ON THIS DRAWING IS REFLECTING THE GENERAL SCOPE OF WORK FOR THE FIRE PROTECTION CONTRACTOR. ACTUAL AND FINAL DESIGN INCLUDING ANY SUBMITTALS AND ALL RELATED COSTS, ARE TO BE BORNE BY THE FIRE PROTECTION CONTRACTOR. THE SCOPE OF THIS INSTALLATION IS TO MODIFY THE EXISTING SPRINKLER SYSTEM THROUGHOUT THE TENANT SPACE AND INSTALL NEW SPRINKLER HEADS FOR THIS TENANT FROM THE EXISTING DISTRIBUTION SYSTEM. DURING BIDDING, VISIT PROJECT FACILITY AND REVIEW THE DRAWINGS FOR ALL OTHER TRADES TO DETERMINE EXISTING CONDITIONS AND THE SCOPE AND EXTENT OF THE REQUIRED WORK. REFER TO SPECIFICATION SECTION 15300 FOR ADDITIONAL CRITERIA HEADS SHOWN ON DRAWINGS ARE SCHEMATIC ONLY. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR THE EXACT PLACEMENT AND CODE COMPLIANCE. COORDINATE WITH ALL OTHER TRADES. WHERE APPLICABLE, ALL PIPING SHALL BE CONCEALED ABOVE HUNG CEILINGS AND WITHIN CHASES AND FURRED -IN PASSAGES. PIPING AND SPRINKLER HEADS SHALL BE COORDINATED WITH LIGHTS, DUCTS, ETC. NO STRUCTURAL MEMBER SHALL BE CUT OR DRILLED WITHOUT FIRST OBTAINING WRITTEN PERMISSION FROM THE ENGINEER OR OWNERS REPRESENTATIVE. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, APPROVALS, INSPECTIONS AND TESTS ASSOCIATED WITH THIS WORK. PROVIDE SHOP DRAWINGS AND HYDRAULIC CALCUL ATIONS REQUIRED FOR R Q APPROVALS FROM STATE AND LOCAL AUTHORITIES. OBTAIN ALL APPROVALS PR IOR TO UNDERTAKING ANY WORK. PROVIDE ALL REQUIRED SIGNS. PROVIDE ALL REQUIRED SYSTEM ACCESSORIES. DURING BIDDING, THE CONTRACTOR SHALL MEET WITH THE LOCAL FIRE DEPARTMENT AND LANDLORD TO REVIEW ALL DRAWINGS AND TO DETERMINE THE CRITERIA AND ALL RELATED DETAILS AS REQUIRED TO MEET THE APPROVAL OF THE FIRE DEPARTMENT FOR THE DESIGN AND INSTALLATION OF THE SPRINKLER SYSTEM AND COVERAGE. CONTRACTORS FAILURE TO VERIFY REQUIREMENTS AND CRITERIA DURING BIDDING SHALL NOT RELIEVE THE CONTRACTOR OF COMPLYING WITH THE CRITERIA WITHOUT ADDITIONAL COST TO THE OWNER. ALL FIRE PROTECTION WORK SHALL BE GOVERNED BY ALL APPLICABLE PORTIONS OF DIVISION 1 AND DIVISION 15 OF THE SPECIFICATIONS. PIPE SUPPORTS: HANGERS, CLAMPS, RODS, AND OTHER ACCESSORIES Of AN APPROVED TYP E AND IN SUFFICIENT NUM BER TO PROPERLY T AL L L l PIPING SHALL BE FURNISHED AND INSTALLED. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT U-TYPE APPROVED ADJUSTABLE HANGERS. SPRINKLER SYSTEM SHALL BE ENGINEERED BY INDIVIDUAL QUALIFIED BY THE STATE. ALL SPRINKLER HEADS LOCATED IN CEILING TILE SHALL BE CENTERED IN 2X2 TILE. BUILDING IS MERCANTILE OCCUPANCY. ACCEPTANCE TESTING SHALL INCLUDE: HYDRO -TESTING OF PIPING AT 200 PSI FOR 2 HOURS, OPERATIONAL TEST OF FLOW SWITCH, VIA THE INSPRS TEST CONNECTION. OPERATIONAL TEST OF TAMPER SWITCHES. MAIN DRAIN TEST OPERATIONAL TEST OF CONTROL VALVES, WHILE UNDER SYSTEM PRESSURE. PENETRATIONS OF FIRE RATED ASSEMBLIES TO BE FIRE -CAULKED PER AN UL LISTED DETAIL, TO BE SHOWN ON THE SHOP DWGS. DESIGN APPROACH: INDICATE A HYDRAULICAL LY CALCULATED FIRE PROTECTION SPRINKLER SYSTEM IN ACCORDANCE WITH LANDLORD'S INSURANCE UNDERWRITERS FIRE RATING INSPECTION BUREAU AND ALL CODES. SUBMIT SHOP DRAWINGS. VERIFY AVAILABLE WATER SUPPLY STATIC, RESIDUAL PSI, AND GPM OF FLOW NUMBERS WITH MALL OPERATIONS DIRECTOR PRIOR TO BID PIPING TO BE STEEL WITH COMPATIBLE FITTINGS PER NFPA 13. USE SCH-40 FOR BRANCHLINES, AND SCH-10 FOR MAINS. OTHER DEVICES AND MATERIALS TO BE PER NFPA 13. THE LANDLORD REQUIRES NOTICE PRIOR TO PERFORMING WORK ON THE EXISTING SPRINKLER SYSTEM. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH LANDLORD AND FOR ALL ASSOCIATED COSTS WITH DRAIN DOWNS AND REFILLING OF THE SPRINKLER SYSTEM. LANDLORD'S SPRINKLER CONTRACTOR MUST BE USED FOR ALL SPRINKLER & ASSOCIATED WORK. COORDINATE WITH GC. FOR INSTALLER INFO. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTORSHAL L VISIT THE SITE PRIOR TO BIDDING OR AWARD OF THE CONTRACT TO INSPECT EXIS. FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXIS. CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT, CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. LAYOUT OF ALL MECHANICAL ELEC TRICAL, PLUMBING AND FIRE PROTECTION WORK SHALL BE CAREFULLY PLANNED AND COORDINATED WITH EACH OTHER AND ARCHITECTURAL REFLECTED CEILING PLANS TO ENSURE THAT CEILING HEIGHTS INDICATED WILL BE MAINTAINED. NOTIFY ARCHITECT IN ADVANCE IF POTENTIAL CONFLICTS MAY EXIST. MODIFICATIONS TO WORK IN PLACE DUE TO FAILURE TO PROPERLY COORDINATE LAYOUTS WITH OTHER TRADES SHALL BE AT THE CONTRACTORS EXPENSE. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL AND RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. PROVIDE A COPY OF THE APPROVAL LETTER TO THE ARCHITECT. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND THE LOCAL FACTORY MUTUAL OFFICE TO RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOBSITE DURING CONSTRUCTION. PLUMBING HEATINGELECTRICAL AND ELEC C L CONTRACTOR TO COORDINATE EQUIPMENT, DUCT, PIPING, AND CONDUIT INSTALLATIONS TO ASSURE PROPER CLEARANCES AND NEEDED ROOM TO INSTALL RESPECTIVE SYSTEMS. ALL CONTRACTORS TO COORDINATE PIPE PENETRATIONS THROUGH WALLS AND ROOF, PATCH TO MEET CODES. ALL EQUIPMENT INSTALLATIONS, INCLUDING RELATED DUCTS, PIPING, VENTS, WIRING, CONTROLS, VALVES, ETC..., SHALL COMPLY WITH NATIONAL ELECTRICAL CODE (NEC) ARTICLE 110, PARA 110-16, SUB. a., AND ARTICLE 384, PAR. 384-4. EACH DISCIPLINE SHALL BE RESPONSIBLE FOR THE PROVISIONS SET FORTH IN THE ABOVE NEC ARTICLES. 1 KEY NOTES - FIRE PROTECTION PLAN PROVIDE NEW SPRINKLERS IN SPACE. NOTE PLACEMENT OF HEADS ON THIS PLAN IS FOR UNIFORMITY, STYLE OF HEAD AND CEILING APPEARANCE. FIRE PROTECTION CONTRACTOR HAS THE LATITUDE TO ADJUST THE HEADS WHERE REQUIRED BY CODE OR CALCULATION. WHEN HEADS ARE RELOCATED, MAINTAIN SYMMETRY IN TILES AND IN SOFFITS. 1 TYP) +(TYP) 0 EXISTING FIRE PROTECTION MAIN TO REMAIN. P) +(TYP) ID fl 9)?) cDFREPROTElboN - PLANi) SCALE'. 1/4'= V.O. l9-Ql9 City o BUILD 7 RECEIVED CITY OF TUKWILA DEC 302019 PERMIT CFN roR SEPARATE 2,/ PERMIT AND APPROVAL REQUIRED DESIGN ENGINEERING CONSTRUCTION MANAGEMENT. NEXTORE !« " Lott. �VA:v.°M'3ron Ok +515." •+°;5 765-6^0M STORE #79779 SOUTHCENTER MALL S PACE W-416 SEATTLE, WA 98188 Construction for: (I I Qg W ©� � V 0 u Q C S � U ° Ri O� r ^ iT3 V J to X z ID� � J L>1 W`` J Revisions: Mark Date By Q12-18-14 LANDLORD COMMENTS A A A Architect / Engineer of Record Michael Romes, PE 2441 Crown Pointe Blvd Suamico, WI 54173 (920) 445-5007 IEXPIRES 12*OD-21 Architect / Engineer Job No.: 029 Nextore Store Design Revision No.: 04 Nextore project Number 79779 Brand Design Type: LC.05 ISSUED FOR: C1 Construction FIRE PROTECTION PLAN Da 12-9-19 Drawn By STAFF Checked By MPR FP200