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Permit PG17-0023 - SEPHORA - WATER / WASTE LINES FOR DEMONSTRATION SINK
SEPHORA 616 SOUTHCENTER MALL PGI 7-0023 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 9202470010 616 SOUTHCENTER MALL Project Name: SEPHORA Permit Number: PG17-0023 Issue Date: 5/8/2017 Permit Expires On: 11/4/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940, CARLSBAD, MN, 92013 TIM SCHENK 1120 E 80 ST #211, BLOOMINGTON, MN, 55420 Phone: (952) 345-6040 TOMCO RETAIL CONSTRUCTION INC Phone: 123 W MAIN ST SUITE 200, GRAND PRAIRIE, TX, 75050 TOMCORC841QC Expiration Date: DESCRIPTION OF WORK: ADD HOT AND COLD WATER LINES AND WASTE LINE TO A NEW SALES AREA THAT WILL HAVE A DEMONSTATION SINK IN IT Valuation of Work: $2,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $132.41 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 w National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: Date: '42,--1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regu .ti g construction or the performance of work. I am authorized to sign and obtain this development pe i /d gree to the conditions attached to this permit. Signature: Print Name: S�.a 54 c, Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systemsshall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. /P I "'V1 Project No. )' Date Application Accepted: Date Application Expires: OM h (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: qZ 02.41 O01d Site Address: 6% swaliCiartree lV AU . Tenant Name: SeCOCIVA. Suite Number: 1(20 Floor: PROPERTY OWNER Name:"t1 rn SG t.11e4 k Name: WesC ri au) LLC City:6Lcom1 vii y..a_ r State: mri Zip: v� 1 Address: Z 00 sainAme Email: 1 ins Ca e'er.) ovies .c,5,%._.. City: State: Zip:gsg1 V S CONTACT PERSON — person receiving all project communication Name:"t1 rn SG t.11e4 k Address: Lk -26E • 0- 5t' • Stlltc Zi\ City:6Lcom1 vii y..a_ r State: mri Zip: v� Phone:cm:m..�6 i0 Fax:q 5.2 ,9 • 009 Email: 1 ins Ca e'er.) ovies .c,5,%._.. New Tenant: ❑ Yes '. to PLUMBING CONTRACTOR INFORMATION Company Name: r .13 o ` Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Sr`.. Valuation of Project (contractor's bid price): $ ZOOG Scope of Work (please provide detailed information): A00 1 'N<LiUJ Watt, CMG'S Lt n(G crti IS, NW •CPCT'.i> 45tLeA Sid sF( Ki`lll�' TAM" 44tLL VV=Ale h Ot.YrtariselActCN S►NK IN t1'. Building Use (per Int'I Building Code): fl I k. SAWS Occupancy (per Int'I Building Code): 1"a Utility Purveyor: Water: IlhiG LIQ•— Sewer "I/ H:\Applications\Porn-Applications On Line\201 I Applications\I'lumbing Permit Application Revised 8-9-1 l.docx Revised: 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 Dishwasher, domestic with independent drain Shower, single head trap Sinks 1 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste 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 ,APT' LICATION 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 AUTHORI ED Signature: Date: Z.4. 1 t1 Print Name: 1.1nA. S G1rtier4 Day Telephone: 4152 .14S. 641 Q Mailing Address: k« fG 30k-(-7 . SV KE. ZI\ _ StGZItnAar( rn I $ S'f2A n:\Applications\Forms-Applications On Line\201 I Applications \Plumbing Permit Application Revised 8-9-I I.docx Rcviscd: August 2011 bh City State Zip Page 2 of 2 8005 ROUGH -IN PLUMBING Cash Register Receipt City of Tukwila i DESCRIPTIONS ACCOUNT I QUANTITY PAID $68.83 PermitTRAK PG17-0023 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $68.83 Credit Card Fee $2.00 Credit Card Fee R000.369.908.00.00 0.00 $2.00 PLUMBING $66.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $66.83 TOTAL FEES PAID BY RECEIPT: R11598 t. $68.83 Date Paid: Wednesday, May 31, 2017 Paid By: SCOTT SANDERSON Pay Method: CREDIT CARD 08019B Printed: Wednesday, May 31, 2017 12:39 PM 1 of 1 bt-i- 001 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $858.91 D17-0031 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $751.36 Credit Card Fee $21.88 Credit Card Fee R000.369.908.00.00 0.00 $21.88 DEVELOPMENT $694.96 PERMIT FEE R000.322.100.00.00 0.00 $690.46 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $34.52 TECHNOLOGY FEE R000.322.900.04.00 0.00 $34.52 PG17-0023 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $107.55 Credit Card Fee $3.13 Credit Card Fee R000.369.908.00.00 0.00 $3.13 PLUMBING $99.45 PERMIT FEE R000.322.100.00.00 0.00 $66.30 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $4.97 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R11435 0.00 $4.97 $858.91 Date Paid: Monday, May 08, 2017 Paid By: SCOTT SANDERSON Pay Method: CREDIT CARD 94874B Printed: Monday, May 08, 2017 8:47 AM 1 of 1 SYSTEMS DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $473.66 D17-0031 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $448.80 DEVELOPMENT $448.80 PLAN CHECK FEE 12000.345.830.00.00 0.00 $448.80 PG17-0023 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $24.86 PLUMBING $24.86 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10861 R000.322.103.00.00 0.00 $24.86 $473.66 Date Paid: Tuesday, February 21, 2017 Paid By: ELDER JONES Pay Method: CHECK 77075 Printed: Tuesday, February 21, 2017 2:34 PM 1 of 1 CRISYSTEMS INS CTION NO. INSPECTION RECORD Retain a copy with permit - 062-1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project Te/4c 9/► Tyke of Inspection: „,,,,, rivrne,/x / /A/44-. Ad rreess: 6/ iN !e TY1414. Date Called: Special Instructions: Date Wanted• 6/4p "7 az,.. p.m. Requester. eeAy Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:_,-j� Date: 6/41/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 7-oc'23 Project: 5 NI0124 Typi of inspection: .)31.11 t A6 jik/A I.-. Address: 0/6 St/1741(1606e MA Date Called: Special Instructions: • Date Wanted: / ' p.m. Reques er: KAY P'Zhoine No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: ?�✓ i4 . (Afi 2' S Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. C,g) INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 tr a a_rytj e Prr�oj�e�c,t,�:��, �� TQC oaf Inspection: e4A Address: C /4S-7tri W6J 1 M4L.L_ Date Called: Special Instructions: Date Wanted:_. Requester: Phone No: (,14 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ri-7 •002 Project: .1%.1/46411 Approved Type of Inspection: C 'J 6 r`Ai+`%Y,' k Address: 6/64eAjJzc / 1. - Date Called: Special Instructions: ' CA -a— Date Wanted: 5" // I ilfTi e c—a.m,-, 17 0/' P.m., Requester:ppna�y l..V �l T Phone No: n6 03 135 71357- Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: CAAtect&Z. aAnnArame` sr Inspector: �/ Date: c / I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0023 PROJECT NAME: SEPHORA DATE: 05/16/17 SITE ADDRESS: 616 SOUTHCENTER MALL Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: lA-P Building Division Public Works El Fire Prevention Structural Planning Division ❑ Permit Coordin.ator PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 05/18/17 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/15/17 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0023 PROJECT NAME:' SEPHORA DATE: 02/22/17 SITE ADDRESS: 616 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �GGr✓U'G 9'5, Building Division t4Pc ?tit)? Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 02/22/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/17 Approved Approved with Conditions ri Corrections Required ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) 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: (p ((p Som-P,vr/Vin 1' PERMIT NO: *\)1-7- 00;3 ORIGINAL ISSUE DATE: 5-6-17 REVISION LOG REVISION NO. DATE RECEIVED STAFF� INfN//' �LS ISSUED DATE STAFF INITIALS 1 ,r_ «`1-T QG�G\ idAt1,Wi^Q 'yyylio ` NIA n 4coye GC, 1 woiy Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS --1 - - 02_, Summary of Revision: O(�& 1.0 ( W1- ik-t 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 print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: 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: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # '1i after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: SEP 1-)0� Project Address: Contact Person: (D) (n &1)T .0 . E )T 1 '. / N l"rQ.►. c(D 51a,S)r.) Summary of Revision: Phone Number: 62, (V613 -7q 3 b� RECEIVED CITY OF TUKWILA MAY 2 3 Cull PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi, iQn Received at the City of Tukwila Permit Center by:! ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms \Revision Submittal Form.doc Revised: August 2015 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: I 1 7 © 0 n Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: (p i Contact Person: JC,O i 11 Summary of Revision: .4" 5c U f 1-\ LC& Te `(z - NA9 6 -Ye -Sod Phone Number: PUS 1' RECEIVED CITY OF TISK/LA MAY 16 2017 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on S'(lp-(7 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City of Tukwil REVISION SUBMITTAL 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. Date: / t J 7 Plan Check/Permit Number: Q% -17-002:-D n Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # _� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 57 6 Project Address: 1p n5 L> 1 \ C- C/u F 2 . el L Contact Person: <DC0'17 ‘'44r AJO Phone Number: 6,2-6-- L3-7 r Summary of Revision: AOCi'EO OFAi' `i ivC RECEIVED A MAY 1 6 2017 PERMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on H (0-(7 W:\Permit Center \Templates\Forms\Revision Submittal Form. doc Revised: August 2015 TOMCO RETAIL CONSTRUCTION INC Page 1 of 2 Home Espanol Contact Search L&I Safety & Health Claims & Insurance Washington State Department of Labor & industries A -Z Index Help . My [.&I Workplace Rights Trades & Licensing TOMCO RETAIL CONSTRUCTION INC Owner or tradesperson MOTSCHULL, THOMAS (TOM) A Principals MOTSCHULL, THOMAS (TOM) A, PRESIDENT MOTSCHULL, ANNE SAUBER, SECRETARY WA UBI No. 604 052 072 123 W MAIN ST GRAND PRAIRIE, TX 75050 214-390-3295 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TOMCORC841 QT Effective — expiration 12/02/2016-12/02/2018 Bond Suretec Insurance Company Bond account no. 5224983 $12,000.00 Received by L&I Effective date 11/29/2016 11/18/2016 Expiration date Until Canceled Insurance Admiral Insurance Co Policy no. CA00002294901 $1,000,000.00 Received by L&I Effective date 12/02/2016 12/01/2016 Expiration date 12/01/2017 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604052072&LIC=TOMCORC841 QT&SAW= 5/8/2017 TOMCO RETAIL CONSTRUCTION INC IWorkers' comp No active workers' comp accounts during the previous 6 year period. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604052072&LIC=TOMCORC841 QT&SAW= 5/8/2017 2 1 PLUMBING PUMP SCHEDULE DATE MARK LOCATION SERVES MANUFACTURER MODEL PUMP TYPE GPM PUMP HEAD (FT WG) MOTOR DATA BASIN (DxH) MECH NOTES HP V PH RPM P-1 SALES ISLAND SINK LIBERTY P372LE41 SUMP 30 17 4/10 120 1 - 21"0x30" ALL MAY 16 2017 L aC j Gf TCrWIZ BUILDING DI/ISI MECHANICAL NOTES: 1. SEE DETAIL FOR ACCESSORIES. 2. PUMP WITH INTEGRAL FLOAT OPERATED MECHANICAL SWITCH, NO EXTERNAL CONTROL REQUIRED. 3. FURNISH WITH LIBERTY ALM -2 -EYE ALARM SYSTEM WITH HIGH WATER FLOAT AND ALARM LIGHT AND HORN. 4. INSTALL UNDER CABINET WITH HAND SINK. i i PLUMBING PUMP SCHEDULE \\\ \\\ \\\\ \\\\ -If II II II II II II ACCESS DOOR. FIELD COORDINATE PRIOR TO BID AND INSTALLATION. VENT AND DISCHARGE CANNOT COME OUT OF TOP. MUST RUN HORIZONTAL INTO COLUMN ENCLOSURE AND THEN UP. CONCEAL PIPING IN ACCESS RISER EXTEND PUMPED DISCHARGE PIPE AS SHOWN ON PLAN TO SANITARY SEWER PIPING. VALVES SHALL BE LOCATED IN VERTICAL PIPE, CLOSE TO FLOOR, NO EXCEPTIONS. BACKWATER VALVE GATE VALVE FULL SIZE BACKFILL COMPACTED CONNECTION TO WASTE BY PLUMBING CONTR. COORDINATE PIPING W/ FOOTING FIELD VERIFY 1 ■• y UNION EXTEND SUMP VENT AS SHOWN ON PLAN TO VENT PIPING. LIBERTY ALARM MODEL #P372LE41. PANEL W/ NEMA -1 6"x4" METAL ENCLOSURE W/ 6' UNE CORD, RED WARNING LIGHT, PUSH -TO TEST ALARM SWITCH, SILENT SWITCH, & ALARM FLOAT CONTROL SWITCH. INSTALL ALARM NEAR MANAGER'S DESK. P-1 STRAP FLOAT SWITCH TO • `,' DISCHARGE PIPE @ 2'-0" ABOVE BOTTOM OF BASIN PLUMBING CONTRACTOR TO PROVIDE GROMMET FOR ELECTRICAL CORD. HARD WIRE PER MANUFACTURES INSTALLATION INSTRUCTIONS. SEE ELECTRICAL SHEET FOR DETAILS. STEEL UD RATED FOR FOOT TRAFFIC, PAINTED YELLOW. 21"0 MOLDED FIBERGLASS SUMP BASIN W/ COVER. SEE SCHEDULE FOR DEPTHS PROVIDE DEAD -MAN WEIGHT ON SUMP BASIN, 2" SAND BASE WITH 4" CONCRETE PAD SUMP PUMP DETAIL PLUMBING NONE r it I II I II I II L JL 11 PLUMBING PLAN 1/4" = 1'-0" 1. SLEEVES: PROVIDE #22 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH WALLS AND FLOOR, PACK WITH NON -ASBESTOS ROPE AND FILL WITH EXPANDO NON -SHRINKING CEMENT. 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEIUNGS, WALLS OR PARTITIONS. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. 5. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE, ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C651-05. 6. SLOPE WASTE ONES 2 INCHES AND SMALLER NOT LESS THAN 1/4 INCH PER FOOT. SLOPE LARGER MAINS NOT LESS THAN 1/8 INCH PER FOOT. 7. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBUC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER. 8' co e. Eof (-E(of E 5 up MATERIALS 1. DRAINAGE AND VENT PIPING: NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS CONFORMING TO ASTM A 666. 2. WATER PIPING BELOW SLAB: TYPE K SOFT COPPER TUBING WITH NO JOINTS BELOW GRADE, WITH CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS USING 95-5 SOLDER. WATER PIPING ABOVE SLAB: TYPE L HARD COPPER TUBING USING SILVER SOLDER. ALL WATER SUPPLY PIPING TO CONFORM TO NSF/ANSI 61 AND ASTM B 75, ASTM B 88, ASTM B 251, OR ASTM B 447. ALL PIPE FITTINGS SHALL CONFORM TO ASSE 1061, ASME B 16.15, ASME B 16.18, ASME B 16.22, ASME B 16.23, ASME B 16.26, AND ASME B 16.29. INSULATION 1. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1" THICK VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. 2. ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P -TRAP AND ANGLE VALVE "LAV -GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103. LANDLORD'S CRITERIA RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH ASSEMBLIES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC 1. THE PLUMBING CONTRACTOR IS TO BECOME KNOWLEDGABLE WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. PLUMBING SPECIFICATIONS PLUMBING DESCRIPTION GENERAL REQUIREMENTS 1. SAN, VENT, CW, HW, VENT PIPING TO SKINCARE STUDIO 2. PLUMBING FIXTURES AND EQUIPMENT(U.O.N.) 3. SKINCARE STUDIO SINK 4. ACCESS PANELS 5. MIXING VALVE 6. SUMP PUMP RE -USE EXIST. z L.L. u_ 0 J G.C. cn L 0 J J 1- z OWNER v) z L 0 -J J (/) z 111111111111111111331311111111111 I■I■I■■■IDDDI■■■ ISI■I•11■I11U■I00D HILI■■■DDDIlR■ I1111I11Ii••ICIDDI•u• •I■I■U�I000Il■■ EXISTING COLD WATER ------ EXISTING VENT EXISTING WASTE BELOW GRADE SOIL WASTE OR SEWER CD CONDENSATE DRAIN - - - - - - SANITARY VENT COLD WATER - - - HOT WATER -H W 140- 140 ' HOT WATER - - - - HOT WATER RECIRCULATION D4 SHUT-OFF VALVE UNDERGROUND COLD WATER UNDERGROUND HOT WATER FLOOR CLEAN-OUT S. OR W. OR SAN CD V CW HW H W 110 H W 140 WALL CLEAN-OUT FLOOR DRAIN RISE DROP THERMOMETER PRESSURE GAGE BACK FLOW PREV. SOV CW HW F C 0 P & T RELIEF VALVE POINT OF CONNECTION P.O.C. GAS PIPING CHECK VALVE UNION NONE 10 N/A INDICATES NOT APPLICABLE SEE PLUMBING PLAN FOR RELATED NOTES. SEE PLUMBING PLAN FOR RELATED NOTES. SINK PRE-INSTALLED WITHIN SKINCARE STUDIO - FINAL CONNECTIONS BY G.C. S PLUMBING CONTRACTOR. AS REQUIRED BY CODE. SEE PLUMBING PLAN FOR RELATED NOTES. SEE PLUMBING PLAN FOR RELATED NOTES. RESPONSIBILITY SCHEDULE NONE 9 WASTE AND VENT RISER NOTES: 1. 2. USE DRAINAGE FITTINGS ON ALL SECTIONS OF VENTING BELOW FLOOR LEVEL. SLOPE PER CODE REQUIREMENTS. INSTALL ISLAND VENT SYSTEM PER LOCAL CODE. SINK 2" u 2" WASTE FLOOR NONE -,\- 2" VENT IN WALL WALL WALL CLEANOUT - INSTALL ON STOCKROOM SIDE OF WALL 2" CO 4I SALES AREA VENT\ -r r CONNECT VENT DOWN 2" WASTE STREAM OF VERTICAL FIXTURE DRAIN ISLAND VENT DETAIL NONE 7 DOMESTIC WATER RISER NONE 6 1. CONNECT NEW SANITARY SEWER PIPING INTO EXISTING SANITARY NEAR EXISTING KITCHENETTE. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. CONNECT NEW VENT PIPING INTO EXISTING VENT PIPING. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO n `ISER :'GRAM 11.I PLU,,: G S' FICA FODM0 INFO`,, ON. 3. PLUMBING CONTRACTOR TO FURNISH AND INSTALL SUMP BASIN WITH SIMPLEX PUMP FOR ISLAND SINK. CONNECT TO DLOR SANITARY SEWER PER LOCAL CODE. SEE DETAIL 11/P1.0. PROVIDE HIGH LEVEL WATER ALARM WITH HORN AND STROBE MOUNTED ON WALL ABOVE SUMP AT 48" AFF. 4. CONNECT N ~ C AND H PIPING 0 EXI NG CW D HW IPING MO` SINK. ELD VE" FY EXA SIZE D LOCATION PRIOR TO BIDDIts: G. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. CONTRACTOR TO XRAY EXISTING SLAB PRIOR TO WORK. TRENCH CUT SLAB IN ORDER TO RUN NEW UTILITIES TO NEW FIXTURE. CONTRACTOR TO MINIMIZE THE AMOUNT OF TRENCHING AND PATCHING. 6. NEW ISLAND VENT AT FIXTURE. REFER TO DETAIL 7 AND RISER FOR ADDITIONAL INFORMATION. 7. FURNISH AND INSTALL POINT -OF -USE MIXING VALVE UNDER COUNTER. SET TEMPERATURE TO 105 DEG. F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS. BALL VALVES IN CEILING FOR NEW FIXTURE. LABE. VALVES "HAND INK • N SA ES FLOOR." 9. ROUTE FORCED DRAIN WASTE PIPE UP IN WALL AND OVER. CONNECT FORCE MAIN TO TOP OF GRAVITY DRAIN WASTE PIPE. CODED NOTES O TAG TMV WCO NONE 5 DESCRIPTION TOTO MODEL #TLT10, POINT -OF -USE UNDER COUNTER MIXING VALVE, ASSE 1069/1070, SET TEMPERATURE TO 105 DEG F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS, MAINTAIN SERVICE ACCESS. NOTE: VERIFY COMPATIBILITY WITH OWNER PROVIDED FAUCET. COORDINATE IN FIELD PRIOR TO INSTALLATION. SINK FAUCET FURNISHED BY OWNER IN CABINETRY, PIPING BY PLUMBING CONTRACTOR. ZURN MODEL #ZN1447, FULLY ADJUSTABLE ROUND WALL CLEANOUT TEE WITH POLISHED STAINLESS STEEL COVER AND SQUARE WALL ACCESS COVER, BY PLUMBING CONTRACTOR. FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED STAINLESS STEEL TOP LEVEL-TROL #ZS1400 PLUMBING EQUIPMENT SCHEDULE NONE 4 SYMBOLS NONE 2 A. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION PROVIDED BY OTHERS AND POSSIBLE LIMITED FIEU) VERIFICATION. THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF THE WORK. C. LIGHT -LINED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS NOTED. HEAVY -LINED ITEMS INDICATE NEW WORK AS INDICATED. D. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. E. COORDINATE FINAL LOCATION OF EQUIPMENT TO COMPLY WITH LOCAL CODES AND HEALTH -DEPARTMENT AND CITY REQUIREMENTS. F. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE REQUIREMENTS OF APPUCABLE CODES. LOCATE FLOOR CLEANOUTS OUT OF TRAFFIC AREAS. G. EQUIPMENT AND INSTALLATION SHALL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS OR EQUIVALENT. H. IN ACCORDANCE WITH WRITTEN INSTRUCTIONS PUBLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE (PDI), PROVIDE WATER HAMMER ARRESTORS (SHOCK ABSORBERS) AT PIPE LOCATIONS NEAR FLUSHOMETER VALVES AND ELSEWHERE AS SHOWN. WATER HAMMER ARRESTORS SHALL COMPLY WITH PUBLISHED PDI NOMENCLATURE. I. INSTALL 4 -INCH AND LARGER SANITARY PIPING AT 1/8 -INCH PER FOOT SLOPE; INSTALL SMALLER SIZES AT 1/4" -INCH PER FOOT SLOPE. INSTALL VENT PIPING SO IT WILL DRAIN. COORDINATE SLOPE CAN BE ACHIEVED FOR DESIGN AS SHOWN PRIOR TO BID. J. COORDINATE EXACT LOCATION OF FIXTURES AND DRAINS WITH ARCHITECTURAL DRAWINGS. K. DEAD END PIPES ARE PROHIBITED. (DEAD-END PIPES ARE BRANCHES LEADING FROM A DRAIN, VENT OR POTABLE -WATER PIPE AND TERMINATING AT A DEVELOPED LENGTH OF 2 FEET OR MORE BY MEANS OF LEAS IVSD CAP OR OTHER CLOSED FITTING.) RectCITY OF TUKWILA L PIPE AND FITTINGS EXPOSED TO VIEW IN FINISHED SPACES SHALL BE CHROME PLATED BRASS. MAY 162017 PERMIT CENTER PGii wz,3 GENERAL NOTES NONE 525 MARKET STREET, 32ND FLOOR SAN FRANCISCO, CA 94105 AR CHITECTS 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com emanuelson-podas consulting engineers Emanuelson-Podas, Inc. 7705 Bush Lake Road Edina, MN 55439 952.930.0050 1 www.epinc.com REVISIONS h!0 chars es Sh fl h^ made to the scope of wor% vrith;- _; prior E.pproval of i,'��• ,pa C ;!!ding Oiv s or . I T :7: + . -t'�s; s wicl require a new plan submittal and may i;t;'u a additional plan review fees_ j STAMP MICHAEL A. WEBERT Typed Name 45575 Registration Number Q DATE ISSUE DESCRIPTION BY CHECK 01.12.2017 100% CHECKSET JMH MTC 01.23.2017 LL/PERMIT/BID JMH MTC 05.12.2017 'SITE 'REVISION JMH MTC RFVIEVVED FOR CODE COMPLIANCE APPROVED MAY 16 2017 L aC j Gf TCrWIZ BUILDING DI/ISI PROJECT LOCATION: SOUTHCENTER 616 SOUTHCENTER MALL TUKWILA, WA 98188 AREA: 5,436 SF SHEET TITLE: PLUMBING PLAN AND SPECIFICATIONS PROJECT NO. 3983.0013 SCALE: AS NOTED DATE: 01.23.2017 DRAWN BY: JMH REVIEWED BY: MTC SHEET NO. 5 4 3 2 1 v3.0 (10/01/2013) 3 D L JL 525 MARKET STREET, 32ND FLOOR SAN FRANCISCO, CA 94105 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com ri' 11cc11an,cal Electncal ❑ tf Gas Pipi City of Tukwlambingngila BUILDING DIVISION emanuelson-podas consulting engineers Emanuelson-Podas, Inc. 7705 Bush Lake Road Edina, MN 55439 952.930.0050 I www.epinc.com G DROP DOWN IN WALL FILE COPY Permit N©. W/VOOlith Plan review c zi is subject to errors and omissions. Approval of const�:zion documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field.l+'' a ,�' conditions is acknowledged: .LA5r By: Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall ho made to the scope of work without pror approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees , STAMP PLUMBING PLAN PLUMBING 1. SLEEVES: PROVIDE #22 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH WALLS AND FLOOR, PACK WITH NON -ASBESTOS ROPE AND FILL WITH EXPANDO NON -SHRINKING CEMENT. 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEILINGS, WALLS OR PARTf11ONS. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. 5. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE, ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C651-05. 6. SLOPE WASTE LINES 2 INCHES AND SMALLER NOT LESS THAN 1/4 INCH PER FOOT. SLOPE LARGER MAINS NOT LESS THAN 1/8 INCH PER FOOT. 7. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER. EXISTING COW WATER EXISTING VENT EXISTING WASTE BELOW GRADE SOIL WASTE OR SEWER CONDENSATE DRAIN SANITARY VENT COLD WATER HOT WATER 140 ' HOT WATER HOT WATER RECIRCULATION SHUT-OFF VALVE UNDERGROUND COLD WATER UNDERGROUND HOT WATER FLOOR CLEAN-OUT S. OR W. OR SAN CD V cW HW H W 110 H W 140 WALL CLEAN-OUT FLOOR DRAIN RISE DROP THERMOMETER PRESSURE GAGE BACK FLOW PREV. MICHAEL A. WEBERT Typed Name SOV CW HW F C 0 MATERIALS P & T RELIEF VALVE POINT OF CONNECTION P.O.C. GAS PIPING 111-1 CHECK VALVE 111 UNION DRAINAGE AND VENT PIPING: NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS CONFORMING TO ASTM A 666. 2. WATER PIPING BELOW SLAB: TYPE K SOFT COPPER TUBING WITH NO JOINTS BELOW GRADE, WITH CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS USING 95-5 SOWER. WATER PIPING ABOVE SLAB: TYPE L HARD COPPER TUBING USING SILVER SOLDER. ALL WATER SUPPLY PIPING TO CONFORM TO NSF/ANSI 61 AND ASTM B 75, ASTM B 88, ASTM B 251, OR ASTM B 447. ALL PIPE FITTINGS SHALL CONFORM TO ASSE 1061, ASME B 16.15, ASME B 16.18, ASME B 16.22, ASME B 16.23, ASME 6 16.26, AND ASME B 16.29. INSULATION WASTE AND VENT RISER DOMESTIC WATER RISER SYMBOLS 1. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1° THICK RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. 2. ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P -TRAP AND ANGLE VALVE ASSEMBLIES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC "LAV -GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103. 1. CONNECT NEW SANITARY SEWER PIPING INTO EXISTING SANfFARY NEAR EXISTING KITCHENETTE. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDMONAL INFORMATION. 2. CONNECT NEW VENT PIPING INTO EXISTING VENT PIPING. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. LANDLORD'S CRITERIA 3. NOT USED. 1. THE PLUMBING CONTRACTOR IS TO BECOME KNOWLEDGABLE WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. NOTES: 1. USE DRAINAGE FITTINGS ON ALL SECTIONS OF VENTING BELOW FLOOR LEVEL SLOPE PER CODE REQUIREMENTS. INSTALL ISLAND VENT SYSTEM PER LOCAL CODE. WALL CLEANOUT - INSTALL ON STOCKROOM SIDE OF WALL PLUMBING SPECIFICATIONS G.C. OWNER FLOOR SALES AREA 2" VENT 45575 Registration Number B 4. CONNECT NEW 3" CW AND HW PIPING INTO EXISTING CW AND HW PIPING NEAR MOP SINK. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDMONAL INFORMATION. 5. CONTRACTOR TO XRAY EXISTING SLAB PRIOR TO WORK. TRENCH CUT SLAB IN ORDER TO RUN NEW UTILITIES TO NEW FIXTURE. CONTRACTOR TO MINIMIZE THE AMOUNT OF TRENCHING AND PATCHING. 6. NEW ISLAND VENT AT FIXTURE. REFER TO DETAIL 7 AND RISER FOR ADDITIONAL INFORMATION. 7. FURNISH AND INSTALL POINT -OF -USE MIXING VALVE UNDER COUNTER. SET TEMPERATURE TO 105 DEG. F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS. 8. BALL VALVES IN CEILING FOR NEW FIXTURE. LABEL VALVES "HAND SINK ON SALES FLOOR." q. flJ`� v5 'ot a, ero je d CODED NOTES O PLUMBING DESCRIPTION TOTO MODEL #TLT10, POINT -OF -USE UNDER COUNTER MIXING VALVE, ASSE 1069/1070, SET TEMPERATURE TO 105 DEG F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS, MAINTAIN SERVICE ACCESS. DESCRIPTION N/A INDICATES NOT APPLICABLE CONNECT VENT DOWN STREAM OF VERTICAL FIXTURE DRAIN GENERAL REQUIREMENTS 1. SAN, VENT, CW, HW, VENT PIPING TO SKINCARE STUDIO 2. PLUMBING FIXTURES AND EQUIPMENT(U.O.N.) 3. SKINCARE STUDIO SINK • 0 0 SEE PLUMBING PLAN FOR RELATED NOTES. 4. ACCESS PANELS 5. MIXING VALVE SEE PLUMBING PLAN FOR RELATED NOTES. SINK PRE-INSTALLED WITHIN SKINCARE STUDIO - FINAL CONNECTIONS BY G.C.S PLUMBING CONTRACTOR. AS REQUIRED BY CODE. SEE PLUMBING PLAN FOR RELATED NOTES. NOTE;. VERIFY COMPATIBILITY, WITH OWNER PROVIDED FAUCET. COORDINATE IN FIELD PRIOR TO INSTALLATION. SINK FAUCET FURNISHED BY OWNER IN CABINETRY, PIPING BY PLUMBING CONTRACTOR. A. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDMONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL VISIT THE PROJECT, SITE, REVIEW EXISTING CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF THE WORK. C. LIGHT -LINED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS NOTED. HEAVY -LINED ITEMS INDICATE NEW WORK AS INDICATED. D. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. E. COORDINATE FINAL LOCATION OF EQUIPMENT TO COMPLY WITH LOCAL CODES AND HEALTH -DEPARTMENT AND CITY REQUIREMENTS. F. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. LOCATE FLOOR CLEANOUTS OUT OF TRAFFIC AREAS. PROJECT LOCATION: SOUTHCENTER 61 6 SOUTHCENTER MALL TUKWILA, WA 98188 G. EQUIPMENT AND INSTALLATION SHALL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS OR EQUIVALENT. H. IN ACCORDANCE WITH WRITTEN INSTRUCTIONS PUBLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE (PDI), PROVIDE WATER HAMMER ARRESTORS (SHOCK ABSORBERS) AT PIPE LOCATIONS NEAR FLUSHOMETER VALVES AND ELSEWHERE AS SHOWN. WATER HAMMER ARRESTORS SHALL COMPLY WITH PUBLISHED PDI NOMENCLATURE. I. INSTALL 4 -INCH AND LARGER SANITARY PIPING AT 1/8 -INCH PER FOOT SLOPE; INSTALL SMALLER SIZES 1/4" -INCH PER FOOT SLOPE. INSTALL VENT PIPING SO IT WILL DRAIN. COORDINATE SLOPE CAN BE ACHI FOR DESIGN AS SHOWN PRIOR TO BID.. AREA: 5,436 SF SHEET TITLE: AT REVIEWED " s R 'CODE COMPU NCE APPROVE I. J. COORDINATE EXACT LOCATION OF FIXTURES AND DRAINS WITH ARCHITECTURAL DRAWINGS. K. DEAD END PIPES ARE PROHIBITED. (DEAD-END PIPES ARE BRANCHES LEADING FROM A DRAIN, VENT OR POTABLE -WATER PIPE AND TERMINATING AT A DEVELOPED LENGTH OF 2 FEET OR MORE BY MEANS OF A PLUG, CAP OR OTHER CLOSED FITTING.) L PIPE AND FITTINGS EXPOSED TO VIEW IN FINISHED SPACES SHALL BE CHROME PLATED BRASS. GQ -EN, E -d I) I n M 1 S . 2A 1(.5- L.L e C- FEB 2 4 20 PLUMBING PLAN AND SPECIFICATIONS.. A P OJECT NO. 3983.0013 RECEIVED S ALE: CITY OF TUKWILA AS NOTED ityofTu DTE: BUILDING DIV :ION DRAWN BY: PERMIT CENTER JMH FEB 2 1 2017 01.23.2017 R ED BY: MTC ZURN MODEL #ZN1 447, FULLY ADJUSTABLE ROUND WALL CLEANOUT TEE WITH POLISHED STAINLESS STEEL COVER AND SQUARE WALL ACCESS COVER, BY PLUMBING CONTRACTOR. FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED STAINLESS STEEL TOP LEVEL-TROL #ZS1400 RESPONSIBILITY SCHEDULE ISLAND VENT DETAIL PLUMBING EQUIPMENT SCHEDULE GENERAL NOTES 3 2 1 v3.0 (10/01/2013) DATE ISSUE DESCRIPTION BY CHECK 01.12.2017 100% CHECKSET JMH MTC 01.23.2017 LL/PERMIT/BID JMH MTC B 4. CONNECT NEW 3" CW AND HW PIPING INTO EXISTING CW AND HW PIPING NEAR MOP SINK. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDMONAL INFORMATION. 5. CONTRACTOR TO XRAY EXISTING SLAB PRIOR TO WORK. TRENCH CUT SLAB IN ORDER TO RUN NEW UTILITIES TO NEW FIXTURE. CONTRACTOR TO MINIMIZE THE AMOUNT OF TRENCHING AND PATCHING. 6. NEW ISLAND VENT AT FIXTURE. REFER TO DETAIL 7 AND RISER FOR ADDITIONAL INFORMATION. 7. FURNISH AND INSTALL POINT -OF -USE MIXING VALVE UNDER COUNTER. SET TEMPERATURE TO 105 DEG. F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS. 8. BALL VALVES IN CEILING FOR NEW FIXTURE. LABEL VALVES "HAND SINK ON SALES FLOOR." q. flJ`� v5 'ot a, ero je d CODED NOTES O PLUMBING DESCRIPTION TOTO MODEL #TLT10, POINT -OF -USE UNDER COUNTER MIXING VALVE, ASSE 1069/1070, SET TEMPERATURE TO 105 DEG F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS, MAINTAIN SERVICE ACCESS. DESCRIPTION N/A INDICATES NOT APPLICABLE CONNECT VENT DOWN STREAM OF VERTICAL FIXTURE DRAIN GENERAL REQUIREMENTS 1. SAN, VENT, CW, HW, VENT PIPING TO SKINCARE STUDIO 2. PLUMBING FIXTURES AND EQUIPMENT(U.O.N.) 3. SKINCARE STUDIO SINK • 0 0 SEE PLUMBING PLAN FOR RELATED NOTES. 4. ACCESS PANELS 5. MIXING VALVE SEE PLUMBING PLAN FOR RELATED NOTES. SINK PRE-INSTALLED WITHIN SKINCARE STUDIO - FINAL CONNECTIONS BY G.C.S PLUMBING CONTRACTOR. AS REQUIRED BY CODE. SEE PLUMBING PLAN FOR RELATED NOTES. NOTE;. VERIFY COMPATIBILITY, WITH OWNER PROVIDED FAUCET. COORDINATE IN FIELD PRIOR TO INSTALLATION. SINK FAUCET FURNISHED BY OWNER IN CABINETRY, PIPING BY PLUMBING CONTRACTOR. A. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDMONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL VISIT THE PROJECT, SITE, REVIEW EXISTING CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF THE WORK. C. LIGHT -LINED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS NOTED. HEAVY -LINED ITEMS INDICATE NEW WORK AS INDICATED. D. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. E. COORDINATE FINAL LOCATION OF EQUIPMENT TO COMPLY WITH LOCAL CODES AND HEALTH -DEPARTMENT AND CITY REQUIREMENTS. F. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. LOCATE FLOOR CLEANOUTS OUT OF TRAFFIC AREAS. PROJECT LOCATION: SOUTHCENTER 61 6 SOUTHCENTER MALL TUKWILA, WA 98188 G. EQUIPMENT AND INSTALLATION SHALL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS OR EQUIVALENT. H. IN ACCORDANCE WITH WRITTEN INSTRUCTIONS PUBLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE (PDI), PROVIDE WATER HAMMER ARRESTORS (SHOCK ABSORBERS) AT PIPE LOCATIONS NEAR FLUSHOMETER VALVES AND ELSEWHERE AS SHOWN. WATER HAMMER ARRESTORS SHALL COMPLY WITH PUBLISHED PDI NOMENCLATURE. I. INSTALL 4 -INCH AND LARGER SANITARY PIPING AT 1/8 -INCH PER FOOT SLOPE; INSTALL SMALLER SIZES 1/4" -INCH PER FOOT SLOPE. INSTALL VENT PIPING SO IT WILL DRAIN. COORDINATE SLOPE CAN BE ACHI FOR DESIGN AS SHOWN PRIOR TO BID.. AREA: 5,436 SF SHEET TITLE: AT REVIEWED " s R 'CODE COMPU NCE APPROVE I. J. COORDINATE EXACT LOCATION OF FIXTURES AND DRAINS WITH ARCHITECTURAL DRAWINGS. K. DEAD END PIPES ARE PROHIBITED. (DEAD-END PIPES ARE BRANCHES LEADING FROM A DRAIN, VENT OR POTABLE -WATER PIPE AND TERMINATING AT A DEVELOPED LENGTH OF 2 FEET OR MORE BY MEANS OF A PLUG, CAP OR OTHER CLOSED FITTING.) L PIPE AND FITTINGS EXPOSED TO VIEW IN FINISHED SPACES SHALL BE CHROME PLATED BRASS. GQ -EN, E -d I) I n M 1 S . 2A 1(.5- L.L e C- FEB 2 4 20 PLUMBING PLAN AND SPECIFICATIONS.. A P OJECT NO. 3983.0013 RECEIVED S ALE: CITY OF TUKWILA AS NOTED ityofTu DTE: BUILDING DIV :ION DRAWN BY: PERMIT CENTER JMH FEB 2 1 2017 01.23.2017 R ED BY: MTC ZURN MODEL #ZN1 447, FULLY ADJUSTABLE ROUND WALL CLEANOUT TEE WITH POLISHED STAINLESS STEEL COVER AND SQUARE WALL ACCESS COVER, BY PLUMBING CONTRACTOR. FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED STAINLESS STEEL TOP LEVEL-TROL #ZS1400 RESPONSIBILITY SCHEDULE ISLAND VENT DETAIL PLUMBING EQUIPMENT SCHEDULE GENERAL NOTES 3 2 1 v3.0 (10/01/2013)