Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit PG18-0039 - 85C BAKERY - KIOSK - PLUMBING CONNECTIONS FOR NEW KIOSK
85C BAKERY KIOSK 2600 SOUTHCENTER MALL FC -16 PGI 8-0039 Parcel No: Address: / , City of Tukwila a 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 Permit Number: PG18-0039 2600 SOUTHCENTER MALFC16 Issue Date: Permit Expires On: Project Name: 85C BAKERY - KIOSK 3/22/2018 9/18/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT POBOX l]U94O,[ARL58AD,WA, 92013 KEITH SMITH 17258VVE5TLAKEAVE N'SUITE 2lO' SEATTLE, WA, 98109 PLUMBING PROS LLC 12119 Z74THAVE E,8UCKLEY,WA, 98321 PLUMBPL947PL ''' Phone: (206) 713-4076 Phone: (360) 829-6539 Expiration Date: 10/13/2018 DESCRIPTION OF WORK: PLUMBING CONNEC1]ONS FOR NEW KIOSK INCLUDES DOMESTIC 3/4' WATER BACKFLOW (ZURN Wilkins Model 975XL RPPA) INSTALLATION Valuation of Work: $18,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: g325.10 Current Codes adopted by the City of Tukwila: International Building Code Edition: lnternational Residential Code Edition: lnternationa Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: 2017WA State Energy Code: 2017 2017 2015 Date I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: hZ/i5 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: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of domestic water backflow installation at least 24 hours in advance. Installation of the REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) requires a separate Public Works Backflow Inspection. 2: The RPPA shall be installed per manufacturer's specifications and tested by a certified tester upon installation. Copy of backflow test report shall be forwarded to Mr. Dave Stuckle, Public Works Inspector. Thereafter the subject backflow shall be tested annually at the owner's expense and copy of the backflow test report forwarded to Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 206 433- 1860, fax 206 575-3404. 3: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 4: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 5: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 6: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 7: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 8: 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 wi'l stand the test prescribed before giving notification that the work is ready for inspection. 9: 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. 10: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 11: 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. 12: 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. 13: 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. 14: 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. 15: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. l 1 7 16: 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 8005 ROUGH -IN PLUMBING CITY OF TUKWIL( Community Developmentlfipartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.Tukw i I aW A . goy Plumbing/Gas Permit No. G10--003? Project No. Date Application Accepted: 'I-- 1 13 Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION r Site Address: ?00 Tenant Name: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: kx/-271 SHA 777,._1 Address: (-7?_5- (Aix ,,,?,0 live iv ,s City: S : Zip:Ilote FatbPhone: Email: CPI/I 1-71 (i) King Co Assessor's Tax No.: Suite Number. Floor: New Tenan : Yes E..No PLUMBING CONTRACTOR INFORMATION Company Name: -p . Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: 7u0 Valuation of Project (contractor's bid price): $ ( Scope of Work (please provide detailed information): Building Use (per Int'! Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: \ApplicationsWorms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or •,_ , piping outlets being installed and the quantity.., tow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Water heater and/or vent Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treatment equipment 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 1 Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THELAWSOF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ER OR AUT RIZED AGENT: Signature: � Date: -. (T t V d -ifa Print Name: Mailing Address: e,c Day Telephone: F V f lV Citctit 1-4 nate H:ApplicationsWorms-Applications On Line\2011 Applicalions\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 j \ Cash Register Receip� City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY .. PAID $325.10 PG18-0039 Address: 2600 SOUTHCENTER MALL FC16 Apn: 9202470010 $325.10 Credit Card Fee $9.47 Credit Card Fee R000.369.908.00.00 0.00 $9.47 PLUMBING $303.49 PERMIT FEE R000.322.100.00.00 0.00 $209.64 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 R000.322.103.00.00 0.00 $60.70 TECHNOLOGY FEE $12.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13980 R000.322.900.04.00 0.00 $12,14 $325.10 Date Paid: Tuesday, March 13, 2018 Paid By: KEITH SMITH Pay Method: CREDIT CARD 071624 Printed: Tuesday, March 13, 2018 9:47 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit P6)18-0637 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: �(�,� L 85 C 142- ./ — KLQs f� Type of Inspection:Address: WI )AJC 1�iTiC._ FOIL 024(X) Simitti.A4c-r- MAILzi Date Called:IA (� Special Instructions: 19--1--frK ('7i�' Date Wanted: �! Z- ZG%/bp i Requester: t �I ahlV Phone No: Approved per applicable codes. L, Corrections required prior to approval. COMMENTS: .2tuMb;75 C� Date:? 2-vor- 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 F.18.-cic)31 PO_ , a 01(412 -"KOK Type of Inspection: R.60-641--04 ei.vrivinN6 Address: 2490 SufrliCENTIMPliftL Date Called: Special Instructions: Date Wanted: 3-;. a.m. • • Requester: Phone No: ElApproved per applicable codes. COMMENTS: Corrections required prior to approval. a Inspector:3 Date: 3/2.s./064265,, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. NSPECT ON NO. INSPECTION RECORD Retain a copy with permit Ft-cr-tor PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: /Z ie 5. e $Akettni T16eroof Inspection: KnAldrk_ . Address: 21200 SotrlicANTOR Date Called: SpecialInstructions:Instructions: C-A6vAJD iNzp,K AAOPV4 14444 Date Wanted: 3 - -3 -18 a.m. p.m. Requester: ,‘N OWN/ Phone No: .c? -7_. Approved pLJ er per applicable codes. El Corrections required prior to approval. COMMENTS. Inspector: JaQCQ Date: 31z3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ZIii/RN Model Reduced Pressure Principle Assembly WILKINS Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut-off valves or with OS&Y valves • C -UL® Classified • CSA® Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 A __ Materials Main valve body Access covers Fasteners Elastomers Polymers Springs Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDA Approved) NoryiTM, NSF Listed Stainless Steel, 300 series Features Sizes: 3/4", 1", 1-1/4", 1-1/2", 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure _SPS End connections Threaded REVIEWED' PURI CODE COMPLIANC APPROVED i'1AR 16 2018 Relief Valve discharge port: 3/4" - 1" 0"63 sq. in. 1 1/4" - 2" - 119 sq. in. City of Tukwila BUILt iR! ?�' IP Dimensions & Weights (do not include pk :)T Options (Suffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ FT - with integral male 45° flare SAE test fitting ❑ TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1") ❑ SE - with street elbows (3/4" & 1") Accessories El Air gap (Model AG) ❑ Repair kits RECEIVED ❑ Thermal expansion tank (Mdl.) , ,ITY OF T U K W I L A ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250XL) & 2018 ❑ QT -SET Quick Test Fitting Set (''t4 ❑ Ball valve handle locks PERMIT CENTER MODEL 975XL SIZE DIMENSIONS (approximate) A B C D E F G WITH VALVES Ib.. BALL kg in. mm in. mm irr. mm in. rni in. mrn in. inm in. rrnn in. mm 3/4 20 12 305 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 16 1/8 410 12 5.5 1 25 13 330 7 3/4 197 2 1/8 54 3 76 31 /2 89 5 127 17 3/8 441 14 6.4 1 1/4 32 17 432 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 9/16 573 28 12.7 1 1/2 40 17 3/8 441 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 28 12.7 2 50 18 1/2 470 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 34 15.4 Zurn Industries, LLC 1 Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada 1 Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. C Date: 6/14 Document No. BF-975XL Product No. Model 975XL P-oog Page 1 of 2 Flow Characteristics 0 Rated Flow (established by approval agencies) MODEL 975XL 3/4".1",11/4",11/2"&2"(STANDARD &METRIC) FLOW RATES (1/s) . . 20 20 40 60 15 10 11w^(32=m)�� 12.615� �� 137 � 03cr 69 D LLI5 ^pomm 80 5�������� 0 50 FLOW RATES Wm) Typical Installation Locai codes shail govern instaliaton requirements. To be instalied in accordance with the manufacturers' instructions and the iatest edition of the (Jniform Plumbing Code. Unless otherwise specified, the assembly shali be mounted at a mini- mumnf12^(3O5mn)andomaximumof3U^(782mm)abovo adequate drains with sutficient side ciearance for testing and rnaintenance. The instaiiation shafl be made so that no part of the unit can be submerged. 1cewTnAL immom STATION ALARM soMPANEL 1161111111/ mime FLOOR FLOOR DRAIN DIRECTION OF FLOW 4> INDOOR INSTALLATION (Shown w/optional BMS) 100 150 200 250 Capacity thru Schedule 40 Pipe Pipe size EEZIEM 10 ft/sec 15 ft/sec 1X" 1.11111111111 2 3 1/4" IIIIEMIEM 3 5 3/8^ MI 4 6 Q 9 14 EMI 8 NM 17 25 IIMIMIIEMII 29 27 40 1 1/4" INEMIMEM 47 70 48 63 95 78 105 167 OPTIONAL WATER METER PROTECTIVE ENCLOSURE U ' U � x ^��� U J`_/ xrww \ |� /' � ,MAX || '�� ! AIR GAP | I | | 1--� i1 u��—\ Di II U Yk INLET SHUT-OFF DIRECTION OF FLOW OUTDOOR INSTALLATION; Specifications The Reduced Pressure Principle Backflow Prevome,ohuU be shall be ASSE® Listed 1013, rated to 180°F, and supplied with full port ball vaives. The main body and access covers shail be bronze (ASTM B 584), the searing and all internal polymers shall be NSF® Listed NoryiTM and the seat disc elastomers shail be siiicone. The first and second checks shali be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Back- flowPmvon,o,nho||beuZURNVV|LK|NG^4odo|975XL Zurn Industries, ILO 1 Wilkins 1747 Commerce Way, Paso Robles, CAu��93446 Ph. 855-663-9876, Fax 805-238'5766 In Canada 1 aumIndustries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 112 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 smith co. March 15, 2018 Joanna Spencer Permit Technician City of Tukwilla Architecture I Design I Planning I Retail Permit: Permit Application Number PG18-0039 85C BAKERY - 2600 SOUTHCENTER MALL - FC- 16 Corrections 1. Need Backflow Preventer cut sheet with circled model. Response: See attached sheet. 2. Need Grease interceptor. Response: All food prep and food items are delivered from the main bakery in the mall. There will be no food items going down drains. All food is prepared off-site and prepacked. Alis drinks will be preparded on site and is similar to the starbucks kiosk on same floor. There will be no need for a grease interceptor. If you have any questions, please feel free to call me at my office at 206.838.5486 or by my cell phone at 206.713.4076. Thank you --V5tA—Ar keith I smith RECENED CITY OF TUK-vViLA gAft 1 0 2016 PERMIT CENTER JORRECTION LTR# 1 17 25 w e s t l a k e avenue north suite 21 0 seattle, washington 98109 206.838.5485 p 206.464.0700 f 206.713.4076 m l 1 March 16, 2018 City of Tukwila Department of Community Development KEITH SMITH 17258 WESTLAKE AVE N - SUITE 210 SEATTLE, WA 98109 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 18-0039 85C BAKERY - KIOSK - 2600 SOUTHCENTER MALL - FC -16 Dear KEITH SMITH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Applicant shall submit a cut sheet for the proposed Reduced Pressure Principle assembly (RPPA) and circle the backflow to be installed.2) Per Mike Cusick, PE, Public Works Senior Sewer Engineer, phone 206 431-2441 applicant shall install a grease trap, unless the space already ties into an existing outside grease interceptor. If a new grease trap is being installed, please submit grease trap specs. Grease trap shall be maintained per attached Westfield Southcenter GREASE TRAP MAINTENANCE PROGRAM. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made inperson and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PGI 8-0039 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 / -\ PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0039 DATE: 03/13/18 PROJECT NAME: 85C BAKERY - KIOSK SITE ADDRESS: 2600 SOUTHCENTER MALL - FC -16 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C, ��, I S Building Division IN Fire Prevention n Cover Public Works � 1 5 ���uct ��l � n V A�%p 'vvI /� IQI PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator d DATE: 03/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) y (ie: Zoning Issues) DUE DATE: 04/12/18 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: —6.'16 —(0 V Departments0/e- issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 Date: ✓ 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.sov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Plan Check/Permit Number: PS / 3 - V 0 39 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: 85c - ]:105k. project Ad ress: CO �OJAI,C tde, Jf� FCG� Co nnt/tact Person: II''....• V� Phone Number: 2c, ' 113- ti0?6 Summary of Revision: RECEIVED CITY OF TUKWILA 621'8 r•►a:•�� r PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0041/, � [ Entered in TRAKiT on W ',Permit Center (Brenda)Wornrs\ermit Center Documents (Wurd) Revision Submittal Porm.doc Revised August 2015 crxmcoe'{ Non -Residential SewerLse Certification Sewage Treatment Capa ty Charge ptrJO3, To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type / Street AdAress 71-1/ e/47((/ Ma Prope City ZIP Owner Name Own Mailing Addr-ss City King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Owner's Phone Nu be r including Are Code ntact Phone Niimber including Area Code Property C Party to be Billed (if different from owner) Address City State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 2_. LF - Sink, Clinic flushing 8 8 Sink, kitchen 3 2 / Sink, other (service) 3 1.5 f 1 Sink, wash fountain, circle spray 4 3 Urinal, flush vaive, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.8 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units = 20 RCE Property Tax ID # Subdivision Name Subdiv. # Block # Building Name (if applicable) City or Sewer District Date of Connection Lot # Side Sewer Permit # Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ❑ No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: RECEIVED CITY OF TUKWILA Estimated Wastewater Discharge: PEAR 13 2010 Gallons/days Residential Customer EquivalenfIT CENTER 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B), A +B Pursuant to King County Code 28.84,050, all sewer customers who establish a new service which uses metropolitan sewage facilites shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that ay deviation may result in a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative coN Date 1610_6969w_nonres_sewer_cap_chg_1056.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer (Rev. 10/16) PLUMBING PRO'S LLC Howe Espanol Conwel Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I A -Z Indx Help Nty Page 1 of 2 j Workplace Rights Trades & Licensing PLUMBING PRO'S LLC Owner or tradesperson Principals BRANCH, VIRGINIA LEE, PARTNER/MEMBER BRANCH, WILLIAM A, PARTNER/MEMBER BRANCH, WILLIAM, AGENT Doing business as PLUMBING Plias LLC WA UBI No 602 659 236 12119 274TH AVE E BUCKLEY, WA 98321 360-829-6539 PIERCE County Business type Limited Liability Company Governing persons VIRGINIA LEE BRANCH WILLIAM A BRANCH; License Verify the contractor's active registration 1 Iicense / certification (depending on trade) and any past violations. Construction Contractor License specialties PLUMBING License no. PLUMBPL947PL Effective — expiration 10/13/2006— 10/13/2018 Bond CBIC Bond account no. SG9807 Active. Meets current requirements. $600000 Received by L&I Effective date 10/13/2006 10/12/2006 Expiration date Until Canceled Insurance Liberty Northwest Ins Corp $1,000,000.00 Policy no BKA55236274 Received by L&I Effective date 11/20/2017 11/02/2012 Expiration date 12/02/2018 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602659236&LIC=PLUMBPL947PL&SAW= 3/22/2018 PLUMBING PRO'S LLC Savings No savings accour,ts during the previous 6 r ,r period. Lawsuits against tie 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 Ly other agencies. License Violations Infraction no. PDOV E00379 Issue date 03/16/2017 Violation city BUCKLEY Type of violation , PLUMBER INFRACTION Description - Contractor failed to provide proper supervision as required. Satisfied RCW/WAC 18.106.020 Violation amount $250.00 Workers' comp Do you know if the Lusiness has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 125,688-00 Doing business as PLUMBING PROS Estimated workers reported Quarter 4 of Year .017 "7 to 10 Workers" L&I account contact T3 / DAVID PRYOR (360)902-4804 - Email: PRYD235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractc: is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not ai;owed to bid No debarments hs.ve been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. 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=602659236&LIC=PLUMBPL947PL&SAW= 3/22/2018 GENERAL NOTES PLUMBING GENERAL NOTES CONT. PLUMBING GENERAL NOTES CONT. LEGENDS, SYMBOLS AND ABBREVIATIONS CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF CONFLICTS DUE TO LACK OF COORDINATION. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING, DUCT WORK OR DIFFUSERS. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION OF ANY DISCREPANCY OR CONFLICTS IN THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE ARCHITECT BEFORE START OR WORK. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL AND EQUIPMENT TO BE USED AND WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OR MECHANICAL SYSTEMS AND PLUMBING SYSTEMS". PLUMBING GENERAL NOTES PROVIDE ISOLATED COUPLINGS AND/OR UNIONS AT POINTS OF CONNECTION BETWEEN COPPER, STEEL AND BRASS PIPING. ALL WATER PIPING SYSTEMS AND DRAINAGE PIPING SYSTEMS, INCLUDING SUPPLY, WASTE AND DRAIN SHALL BE INSTALLED WITH VIBRATION ISOLATORS AND SHALL BE ISOLATED FROM ANY STRUCTURAL MEMBERS, WALL SECTIONS OR OTHER MATERIALS THAT COULD TRANSMIT SOUND TO THE OCCUPIED AREAS. ALL HANGERS, STRAPS, BRACKETS, AND SUPPORTS SHALL HAVE ACOUSTICAL COMPONENTS OR COMBINED NEOPRENE AND PLASTIC FOAM BY TECH SPECIALTIES, DIVISION OF SPECIALTY PRODUCTS CO. TO ISOLATE COMPLETE PIPE CONTACT AREA. ALL ISOLATION MATERIAL SHALL HAVE A MINIMUM THICKNESS OF 1/2". INSTALL ALL COMPONENTS AS PER MANUFACTURER'S INSTRUCTIONS. INSTALL ALL CLEAN -OUTS WHERE REQUIRED BY ORDINANCES, AT ENDS OF HOUSE DRAINS, AT ALL CHANGES IN DIRECTIONS, IN ALL STRAIGHT RUNS AT 50 FOOT INTERVALS, WHERE HORIZONTAL MAINS CHANGE SIZE, AND AT ALL ENDS OF ALL BRANCH PIPES WHICH ARE 5' OR OVER IN LENGTH. ADDITIONAL CLEANOUT SHALL BE PROVIDED IN DRAINAGE LINE FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135° PLUMBING FIXTURES SHALL BE COMPLETED WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. SELECTION OF FAUCETS AND FITTINGS SHALL AVOID THE TYPE WITH POTENTIAL FOR LEAD CONTAMINATION. INSTALL STOP VALVES ON HOT AND COLD WATER SUPPLIES TO EACH FIXTURE. ALL FLOOR DRAIN MUST HAVE 1/2" COLD WATER LINE CONNECTED TO TRAP PRIMER. ALL UNDERGROUND COLD WATER LINE SHALL BE ASTM TYPE-K HARD DRAWN COPPER INSTALLED WITH CONTINUOUS SLOPE TOWARD FLOOR DRAIN. MATERIALS, METHODS AND LOCATIONS OF SERVICE MAINS CONNECTING THE NEW CONSTRUCTION TO ALL NEW AND EXISTING SERVICES SHALL BE IN STRICT ACCORDANCE WITH RULES, REGULATIONS, CODES AND REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THIS INSTALLATION. LOCATE ALL EXISTING STUBS TO BE CONNECTED TO IN THIS CONTRACT BEFORE WORK IS STARTED. COORDINATE LOCATION OF WATER AND SEWER CONNECTIONS WITH BUILDING ENGINEER. CAULK AIRTIGHT ALL PLUMBING PENETRATIONS IN SOUND RATED WALLS AND FLOOR/CEILINGS. SEAL PENETRATIONS OF CONCRETE FLOORS WITH CEMENT GROUT. MINIMIZE PENETRATIONS THROUGH SOUND RATED CONSTRUCTION. 10. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AND TRIM AS SHOWN ON THE ARCHITECTURAL PLANS. ROUGH -IN FOR ALL FIXTURES SHALL BE EXACTLY TO MEASUREMENTS FURNISHED BY FIXTURE MANUFACTURER. ALL EXPOSED PARTS TO BE CHROMIUM PLATED UNLESS SPECIFIED OTHERWISE. 11. KEEP ROUGH -IN CUTS WITHIN THE PLATE LINES AND DO NOT CUT COMPLETELY THROUGH PLATES IN SOUND -RATED WALLS. DRILL OR SAW NEAT ROUND HOLES FOR ALL PIPING. SIZE APPROXIMATELY Y2 INCH LARGER THAN THE PIPE DIAMETER. 12. PIPE LINES SHALL BE INSTALLED FREE FROM TRAPS AND AIR POCKETS AND TRUE TO LINE AND GRADE WITH SUITABLE SUPPORTS PROPERLY SPACED. PIPING SHALL BE INSTALLED WITHOUT UNDUE STRESSES AND WITH PROVISION FOR EXPANSION AND CONTRACTIONS. 13. HORIZONTAL LINES SHALL HAVE HANGERS OR SUPPORTS SPACED AS FOLLOWS: A. CAST IRON PIPE - 5' CENTERS B. STEEL PIPE 10' CENTERS C. COOPER TUBING - 5' CENTERS FOR 1-1/2" AND SMALLER, 10' CENTERS FOR 2" AND LARGER 14. PIPING SHALL BE NEW AND FREE FROM FOREIGN SUBSTANCES. REAM OUT ALL BURRS FORMED IN CUTTING PIPE. THREADS SHALL BE CUT ACCURATELY AND NOT OVER TWO THREADS SHALL SHOW BEYOND THE FITTING. FRICTION WRENCHES SHALL BE USED WITH PLATED POLISHED, OR SOFT METAL PIPING. 15. CHANGES IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, AND BUSHING WILL NOT BE PERMITTED. 16. UNION CONNECTION SHALL BE INSTALLED DOWNSTREAM OF ALL VALVES, AT ALL EQUIPMENT CONNECTIONS AND AT OTHER POINTS AS REQUIRED. 17. CUTTING OR BORING OF HOLES THROUGH STRUCTURAL MEMBERS SHALL BE DONE ONLY WHEN IT IS IMPOSSIBLE TO ROUTE PIPING IN ANOTHER MANNER. IF CUTTING OR BORING IS NECESSARY IT SHALL BE ACCOMPLISHED ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT, STRUCTURAL AND BUILDING ENGINEER, AND ALSO INCLUDED IN HIS BIDS. WORK SHALL COMPLY WITH CBC SECTIONS 2320A.8.3 AND 2320A.1 1.10. 18. DO NOT ALLOW THE PIPING, VALVES OR CONNECTORS TO FORM A RIGID CONNECTION WITH THE STRUCTURE OR OTHER PIPES. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED EQUIPMENT. 19. PROVIDE SIOUX CHIEF WATER HAMMER ARRESTER FOR EACH PLUMBING FIXTURE BANK OR 18" HIGH AIR CHAMBER FOR EACH PLUMBING FIXTURE. SIZE OF WATER HAMMER ARRESTER SHALL BE SUFFICIENT TO HANDLE THE REQUIRED FIXTURE UNIT AT EACH BANK. 20. THE DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM WITHIN THE AREA OF WORK SHALL BE STERILIZED WITH CHLORINE IN SOLUTION IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION PUBLICATION C-601-1954. 21. PRESSURE TEST ENTIRE HOT AND COLD PIPING AND DRAINAGE SYSTEM FROM CAPPED CONNECTIONS, TO AND INCLUDING VENTS. 22. ALL DOMESTIC WATER LINE, FIXTURES, AND FITTING SHALL BE LEAD-FREE AND AB-1953 COMPLIANT. 23. PROVIDE ACCESS PANEL FOR ALL STUB OUTS ENDED INSIDE CEILING OR WALL. 24. THREADED FITTINGS: ANSI/ASME B16.3 BLACK MALLEABLE IRON. 25. SOCKET -WELDING FITTINGS: ANSI B16.11 FORGED STEEL. 26. BUTT -WELDING FITTINGS: ANSI/ASME B16.9 WROUGHT STEEL WITH BACKING RINGS OF COMPATIBLE MATERIAL. 27. UNIONS: ASME/ANSI B16.39 BLACK MALLEABLE IRON. 28. FLANGES AND FLANGED FITTINGS: ASME/ANSI B16.5 STEEL FLANGES OR CONVOLUTED STEEL FLANGES. FLANGE FACES SHALL HAVE INTEGRAL GROOVES OF RECTANGULAR CROSS SECTION WHICH AFFORD CONTAINMENT FOR SELF -ENERGIZING GASKET MATERIAL. 29. THREADED JOINTS: WHERE POSSIBLE USE PIPE WITH FACTORY -CUT THREADS, OTHERWISE CUT PIPE LENGTHS ACCORDINGLY WITH ANSI/ASME B1.20.1. PROVIDE THREADS SMOOTH, CLEAN, AND FULL -CUT. APPLY ANTI -SEIZE PASTE OR TAPE TO MALE THREADS PORTION. WORK PIPING INTO PLACE WITHOUT SPRINGING OR FORCING. BACKING OFF TO PERMIT ALIGNMENT OF THREADED JOINTS WILL NOT BE PERMITTED. ENGAGE THREADS SO THAT NOT MORE THAN TWO THREADS REMAIN EXPOSED. USE UNIONS FOR CONNECTIONS TO VALVES, METERS FOR WHICH A MEANS OF DISCONNECTION IS NOT OTHERWISE PROVIDED. 30. WELDED JOINTS: WELD BY THE SHIELDED METAL -ARC PROCESS, USING COVERED ELECTRODES AND IN ACCORDANCE WITH PROCEDURES ESTABLISHED AND QUALIFIED IN ACCORDANCE WITH ASME B31.8. 31. FLANGED JOINTS: USE FLANGED JOINTS FOR CONNECTING WELDED JOINT PIPE AND FITTINGS TO VALVES TO PROVIDE FOR DISCONNECTION. INSTALL JOINTS SO THAT FLANGE FACES BEAR UNIFORMLY ON GASKETS. ENGAGE BOLTS SO THAT THERE IF COMPLETE THREADING THROUGH THE NUTS AND TIGHTEN SO THAT BOLTS ARE UNIFORMLY STRESSED AND EQUALLY TORQUE. 32. USE TEST PRESSURE OF 50 PSIG. DO NOT TEST UNTIL EVERY JOINT HAS SET AND COOLED AT LEAST 8 HOURS AT TEMPERATURES ABOVE 50 DEGREES F. TEST PIPING SYSTEM FOR AT LEAST 4 HOURS WITHOUT PRESSURE LOSS OR VISIBLE LEAKS. 33. PLUMBING FIXTURE CONNECTION SIZE: SEE PLAN. 34. ALL HOT WATER PIPE SHALL BE INSULATED WITH INSULATION PER 2016 UPC STANDARD. MINIMUM 1 "-THICK INSULATION FOR PIPE LESS THAN 1 "0 AND MINIMUM 1Y2"-THICK INSULATION FOR PIPE LARGER THAN OR EQUAL TO 1 "0. 35. SANITARY AND GREASE DRAINAGE PIPING AND FITTING: A. CAST IRON SOIL PIPE AND FITTINGS (ABOVE FLOOR): REQUIRED CISPI 301 & 310 WHICH COMPLIANCE WITH HUD UM 77A CAST IRON HUBLESS SOIL PIPE AND FITTING. ALL PIPE AND FITTINGS SHALL BE MARKED WITH CISPI'S COLLECTIVE TRADEMARK OR RECEIVE PRIOR APPROVAL BE THE ENGINEER OF RECORD. JOINTS FOR HUBLESS PIPE AND FITTINGS: CISPI 310 AND SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS. ANACO "HUSKY SD 4000, CLAMP -ALL 125, TYLER WB, MG COUPLINGS, OR EQUAL, COMPLY WITH FM 1680, CLASS 1. B. CAST IRON SOIL PIPE AND FITTINGS (BELOW SLAB): ASTM A74 STANDARD WEIGHT HUB AND SPIGOT PIPING AND FITTING. ALL PIPE AND FITTINGS SHALL BE MARKED WITH CISPI'S COLLECTIVE TRADEMARK OR RECEIVE PRIOR APPROVAL BE THE ENGINEER OF RECORD. JOINT FOR HUB AND SPIGOT PIPE AND FITTINGS: ASTM C-564 COMPRESSION GASKETS OR SHALL BE INSTALLED WITH LEAD AND OAKUM. C. COPPER DRAINAGE PIPING AND FITTINGS (ABOVE FLOOR): ASTM B306 DWV TYPE COPPER TUBING AND ANSI B16.23 CAST BRONZE SOLDER -JOINT DRAINAGE TYPE FITTING. PROVIDE MISSION, OR EQUAL, CISPI 310 ADAPTOR COUPLING WITH NEOPRENE GASKET AND STAINLESS STEEL SHIELD WITH TWO BANDS. D. CONDENSATE PIPING AND FITTINGS: ASTM B88 HARD DRAWN DEOXIDIZED, TYPE M COPPER TUBING WITH ANSI B16.22 WROUGHT COPPER WYES AND LONG RADIUS SOLDER -JOINT FITTINGS. 36. PRESSURE PIPING AND FITTING: A. DOMESTIC COLD AND HOT WATER (ABOVE GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE TUBING CONFORMING TO ASTM B88, TYPE "L". PROVIDE 125 PSI FLANGE AT CHANGE OF MATERIAL LOCATIONS. B. DOMESTIC COLD AND HOT WATER (BELOW GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE TUBING CONFORMING TO ASTM B88, TYPE TYPE "K". C. FITTINGS FOR COPPER WATER TUBING: ANSI B16.22 WROUGHT COPPER SOLDER -JOINT FITTING. D. HARRIS, ENGELHARD, OR EQUAL, BCUP FILLER MATERIAL FOR BRAZING OF COPPER FITTING JOINTS. BRAZE JOINTS FOR COLD WATER PIPING 2-1/2" AND LARGER. BRAZE JOINTS FOR HOT WATER PIPING 2-1/2" AND LARGER. 37. THE FOLLOWING MATERIALS ARE NOT DEEMED TO BE AN APPROVED PLUMBING MATERIAL FOR THE CONSTRUCTION OF THIS PROJECT. A. ABS AND PVC FOR DRAIN, WASTE AND VENT FITTINGS. B. PEX, EEX-AL-EEX, PE -AL, AND PE FOR WATER. C. PE, CPVC AND PVC FOR WATER SERVICE. SYMBOL C 0- > LINE TYPE G- --HWS CW FW CD ABBREV. POC POD CO DN. UP TH BFP SOV CKV GCK FD PR WCO FCO WM PRV PG ABBREV. (E) G. HWS CW FW SW GW V CD DESCRIPTION POINT OF CONNECTION POINT OF DISCONNECT PLUMBING FIXTURE CONN CLEAN OUT PIPE DOWN PIPE UP FLOW DIRECTION THERMOSTAT BACKFLOW PREVENTER SHUT-OFF VALVE CHECK VALVE GAS COCK FLOOR DRAIN PIPE REDUCER WALL CLEAN -OUT FLOOR CLEAN -OUT SUB -WATER METER FILE C3PY fIt-@b Plan review approval is subject to errc Approval of construction documents d the violation of any adopted coda or c: of approved Field Copy and conditior s By: Da PRESSURE REDUCING VALVE PRESSURE GAUGE DESCRIPTION EXISTING PIPE TO REMAIN NATURAL GAS HOT WATER SUPPLY COLD WATER SUPPLY FILTER WATER SANITARY WASTE GREASE WASTE VENT PIPE CONDENSATE DRAIN . '3 4-I-lee s and omissions. aes not authorize 9'mance. Receipt is acknowladGed: City of Tukwila BUILDING DIVISION a kery afe SOUTHCENTER MALL Space FC16 2600 Southcenter Mall Tukwilla, WA 98188 725 westlake avenue n uite 210 eattle, washington 06.838.5485 p 06.713.4076 m 06.464.0700 f 0 REV!SI )NS 944.hanges s haN hr^ M'Ci!? to the ;cone of k^ior€t without prior approval of Ttai,v".i!a P`t'lldr ,ti •Divis!on. NOTE: r'akrs. n nay Wan submittal and my In ' dra .''oi i pan ( :`•'! =^:> smith@smithco.org http://www.smithco.org/ DRAWING INDEX P-0.1 P-0.2 P-0.3 P-1.0 P-1.1 PLUMBING GENERAL INFORMATION PLUMBING CALCULATIONS AND EQUIPMENT SCHEDULES TABLES PLUMBING DETAILS 2ND FLOOR DOMESTIC WATER PIPING PLANS 2ND FLOOR WASTE AND VENT PIPING PLANS Consultant JHP Engineering and Design Services Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 SCOPE OF WORK FURNISH AND INSTALL PLUMBING FIXTURES AND ASSOCIATED COMPONENTS PER PLAN. FURNISH AND INSTALL NEW DOMESTIC WATER PIPING SYSTEM WITH ALL OTHER ASSOCIATED COMPONENTS PER PLAN. FURNISH AND INSTALL NEW WASTE, AND VENT SYSTEM WITH ALL OTHER ASSOCIATED COMPONENT PER PLAN. Consultant Registration Issues and Revisions Architect Registration EXPIRES 12/05/18 No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP APPLICABLE CODE 01.18.18 PLAN CHECK REV.1 A. AL JP A\ 2015 INTERNATIONAL BUILDING CODE T •►:_ u_ ._► CODE I • CODE - COMMERCIAL 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FUEL GAS CODE STATE OF WASHINGTON AMENDMENTS AND SUPPLEMENTS TO ABOVE CODES ALL CITY OF TUKWILA MUNICIPAL CODES RECEIVED CITY OF TUKWILA MAR 13 2018 PERMIT CENTER Project Name 85°C Bakery Cafe - USA Project Number 17045 Description PLUMBING giti APPROVED ION Computer File MP DWG / 1 61 201C Scale AS NOTED Oily Lit iukw:iakwtia Template 4.3 (12010'1) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant MEI PLUMBING EQUIPMENT SCHEDULES, CALCULATION, AND TABLES PLUMBING FIXTURE SCHEDULE TAG FIXTURE MAX. WATER USAGE DESCRIPTION FS FLOOR SINK N/A ZURN MODEL Z1900 12"x12"X6"DEEP, 3"0 NO -HUB OUTLET FLOOR SINK WITH Y2 OR 3/4 TP TRAP PRIMER N/A PRECISION PLUMBING PRODUCTS (PPP) MODEL MP-500-12V TRAP PRIMER WITH BATTERY OPERATED SOLENOID VALVE AND KEY OPERATED LOCKABLE RECESSED WALL BOX. PROVIDE DISTRIBUTION UNIT FOR VALVE SERVING MORE THAN 1 FLOOR DRAIN. PLUMBING EQUIPMENT SCHEDULE TAG DESCRIPTION A.O. SMITH ELECTRIC TANK TYPE WATER HEATER. MODEL DEL-30, (2)5KW, 10KW INPUT TOTAL, 30 GALLON CAPACITY. 51 GPH@80°F RISE. COMPLETE WITH DRAIN PAN, T&P VALVE, FLEXIBLE HOSE CONNECTION, UNION FITTINGS, ISOLATION VALVES, AND CHECK VALVE, AND AMTROL ST-5 EXPANSION TANK. COORDINATE WITH ELECTRICAL FOR 208V/30/60HZ POWER, DISCONNECT SWITCH AND WIRING TO WATER HEATER. SET DISCHARGE WATER TEMPERATURE AT 120°F. PROVIDE SCHEDULED EQUIPMENT OR APPROVE EQUAL. EWH O 1 ZURN/WALKINS REDUCED PRESSURE PRINCIPLE ASSEMBLY MODEL: 975XL, 3/4"0 THREADED INLET / OUTLET, IAPMO LISTED, LEAD-FREE AND NSF COMPLIANT. 175 PSI WORKING PRESSURE. INSTALL ASSEMBLY IN CABINET WITH REQUIRED CLEARANCE FOR ACCESS. PROVIDE 3"0 FUNNEL DRAIN BELOW DRAIN PORT OF ASSEMBLY AND PIPE DRAIN TO NEAR -BY FLOOR SINK. KBFP O 1 HOT WATER HEATER SIZING APPENDIX E HOT WATER DEMANDS #20, 3-COMP SINK [gip°; pF UNIITS 1 x 25.0 TOTAL *PH 25.0 #29, DUMP SINK 1 x 10.0 10.0 #40, HAND SINK 1 x 5.0 5.0 #41, PREP SINK 1 x 10.0 10.0 x x x x x x x 0.01 TOTAL x 50.0 I. Calculating the BTU (British Thermal Units) for kitchen gas water heater; GHP x degrees rise x 11* = '8.33 lbs.lgal. of water = 11.1 (rounded off = 11) 0.75 (thermal efficiency of gas) The gas hot water heater with at least a rating of BTU N/A BTU It. Calculating the KW (kilowatt) requirement for kitchen electric water heater: Total GPH = 50.0 GPH = 9.9 KW < 10 KW gal/KWH gal/KWH PROVIDED 'KW= GPH x *RISE x 8.33 .98x3412BTU KW Please make the necessary changes or alterations, as indicated above, for the minimum supply of hot water for the food establishment The recovery rate of the properly sized water heater must meet the peak demands of the total GPH. EH016.01 07-29-2010 22 PLAN CHECK GUIDE PLUMBING FIXTURE UNIT (FU) CALCULATION FIXTURE QTY WASTE WATER TAG TYPE EACH TOTAL EACH TOTAL FS FLOOR SINK 3 3.0 9.0 N A -- TP TRAP PRIMER 1 N/A -- 1.0 1.0 *19 WATER FILTER 1 *** -- 2.5 2.5 1 *19A WATER FILTER 1 N/A -- 1.0 1.0 *20 3-COMP SINK 1 *** -- 3.0 3.0 *26 ESPRESSO 2 *** -- # -- *28 BREWER 1 *** -- ** -- *29 DUMP SINK 1 *** -- 1.0 1.0 *34 HW DISPENSER 2 *** -- ** -- *39 ICE MAKER 1 *** -- 0.5# 0.5 *40 HAND SINK 1 1.0 1.0 1.0 1.0 *41 PREP SINK 1 *** -- 1.5 1.5 *42 DIPPER WELL 2 *** -- 0.5 1.0 TOTAL FIXTURE UNIT DFU WFU 10 ��� 12°5 1 * OWNER/GC FURNISHED AND INSTALLED EQUIPMENT SCHEDULE ON ARCHITECTURAL ** FROM WATER FILTER SYSTEMS. *** INDIRECTLY DRAIN TO FLOOR SINK. # MAKE CONNECTION TO DEDICATED WAST=. AND VENT SYSTEM: EQUIPMENT; REFER PLAN FOR WATER FILTER THEN TABLE 703.2) TO DETAIL. TO FIXTURE. SW CODE REQUIREMENT 2"0 V REQUIREMENT (PER c2e--41 UPC TABLE 702.1 AND MIN. CODE REQUIRED SANITARY WASTE NEW SANITARY WASTE TO BE PROVIDED: MIN. CODE REQUIRED PLUMBING VENT NEW PLUMBING VENT TO BE PROVIDED: DOMESTIC WATER SYSTEM: PIPE SIZE: (1) 4"0 (1) 4"0 SW = (V) PIPE SIZE: (1) (1) 3"0 V > CODE TABLE 610.4) (PER `:-' UPC TABLE 610.3 AND MIN. CODE REQUIRED WATER PIPE SIZE: 3/4"0 NEW WATER PIPE TO BE PROVIDED: 3/4"0 = CODE REQUIREMENT HYDRONIC PIPE MATERIAL SCHEDULE* ITEM LOCATION SPECIFICATIONS INSULATION DOMESTIC WATER PIPE ABOVE GRADE TYPE L COPPER MIN. 1" JACKETTED FIBER GLASS DOMESTIC WATER PIPE BELOW GRADE TYPE K COPPER MIN. 1" JACKETTED FIBER GLASS SANITARY WASTE AND VENT PIPE ABOVE GRADE CAST IRON NO -HUB N/A SANITARY WASTE AND VENT PIPE BELOW GRADE CAST IRON NO -HUB N/A SCHEDULE SHOWN FOR QUICK REFERENCE ONLY. SEE COMPLETE MATERIAL SPECIFICATIONS ON PB-0.1. MINIMUM PLUMBING FIXTURE BRANCH PIPE SIZE TAG FIXTURE WASTE TRAP VENT** CW FW HW REMARK FS FLOOR SINK 3"0 3"0 3"0 -- -- -- TP TRAP PRIMER -- -- -- Y2"0 -- -- O 1 19 WATER FILTER Y2"sis -- -- 3/4"0 -- -- O® 19A WATER FILTER -- -- -- Y2"0 -- -- O 20 3-COMP SINK 2"0 -- -- Y2"0 -- Y2"0 O® 26 ESPRESSO Y2"0 -- -- -- Y2"0 -- 3 28 BREWER Y2„0 -- -- -- YZ"so -- 3 29 DUMP SINK Y2"0 -- -- Y2"0 -- Y2"0 O® 34 HW DISPENSER YZ"ss -- -- -- Y2"0 --, 3 36 WATER HEATER 3/4"0 -- -- 3/4"0 -- 3/4"0 O® 39 ICE MAKER Y2"o -- -- Y2"0 -- -- O® 40 HAND SINK 2"0 1Y2"0 2"0 Y2"0 -- Y2"0 O® 41 PREP SINK -- -- -- Y2"0 -- Y2"o O3 42 DIPPER WELL -- -- -- Y2"0 -- -- O® GENERAL 1. PIPE SEE FINAL PRIOR CONNECTION 2. UNDERGROUND SEE REMARKS NOTES SIZES SHOWN MAY NOT BE NECESSARY THE FIXTURE CONNECTION SIZE. PRODUCT MANUFACTURER RECOMMENDED PIPING CONNECTION SIZES TO INSTALL. PROVIDE REDUCER BETWEEN BRANCH LINE AND AS REQUIRED. VENT PIPE SHALL BE 1 "0 LARGER THAN SCHEDULED SIZE PLUMBING GENERAL NOTES FOR DETAIL. ISOLATION VALVE AND WATER HAMMER ARRESTER FOR EACH BANK OR MIN. 18" AIR CHAMBER AT EACH PLUMBING FIXTURE. THERMAL MIXING VALVE AND SET HOT WATER TEMPERATURE NO HIGHER F. SCHEDULED SIZE INDIRECT DRAIN FROM EQUIPMENT TO NEARBY FLOOR PLAN FOR DETAIL. O PROVIDE FIXTURE ® PROVIDE THAN 110° 3 PROVIDE SINK. SEE RECEIVED CITY OF TUKWILA MAR 13 2018 PERMIT CENTER akery y':;' afe SOUTHCENTER MALL Space FC16 2600 Southcenter Mall Tukwilla, WA 98188 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://wvvw.smithco.org/ Consultant JHP Engineering and Design Services Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration Issues and Revisions Architect Registration EXPIRES 12/05/18 03- c77. c� No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 2 01.18.18 PLAN CHECK REV.1 10 AL JP Project Name 85°C Bakery Cafe - USA Project Number 17045 Description PLUMBING CALCULATIONS AND Computer File EQUNTS �ULES-.TAI ES rcLi� vv`CLI I o MP°DWIPMEu ANICE APPROVED 1 Scale AS NOTED ,1A1 2013 I Template 4.3 (120101) All ideas, designs, arrangeme Qr t-antdsie Fp fyip; pfr the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant represented by this drawing are 0.2 ATTACHMENT TO STRUCTURE WITH SPECIFIED ANCHOR OR INSERTS SPECIFIED TRANSVERSE BRACE PIPE RACK UNSTRUT P-5500 60"MAX.SPAN BETWEEN HANGER RODS SPECIFIED HANGER ROD SPECIFIED LONGITUDINAL BRACE IPE CLAMP 10 GA STRAP OR U—BOLT SPECIFIED PIPE SHIELD FOR INSULATED PIPE SPECIFIED HANGER ROD AND BRACING SPECIFIED PIPE HANGER PIPE SIZE HANGER ROD SIZE MAX. WEIGHT PER HANGER LOAD MAXIMUM PIPE SUPPORT SPACING ,_ 12„r 610 LBS 6'— 0" 2'-3" 1,730 LBS 10'— 0" 4" $" 810 LBS 12'— 0" NOTES: 1. SUPPORT PIPES AT INTERVALS INDICATED AND AT EACH CHANGE OF DIRECTION. 2. MULTIPLE PIPES MAY BE SUPPORTED ON A COMMON TRAPEZE SIZE AND SPACING TRAPEZE SIZE AND SUPPORT SPACING SHALL BE GOVERNED BY CUMULATIVE WEIGHT OF SUPPORTED PIPING. 3. BRACE PIPING LONGITUDINALLY AND TRANSVERSELY ACCORDING TO SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEM AND PLUMBING PIPING SYSTEM � PIPE S UPPORT DETAIL SCALE: N.T.S. CW EXPANSION TANK TO DRAIN — METAL STRAP, BOLT TO WALL BRACING WITH 2 #14 METAL SCREW AT EACH CONNECTION DRAIN PAN HWS HWS THERMOSTAT 4' MIN. SHUT—OFF VALVE, TYP. LEXIBLE CONNECTION, TYP. DIELECTRIC UNION, TYP. 0 0 f 0 0 MIN. 2" RAISED PLATFORM T&P RELIEF ACKING PLATE AT STUD WALL FOR CONNECTION 3/4"0 DRAIN FROM T&P PIPED TO NEAR —BY FLOOR SINK 3/4"0 DRAIN FROM DRAIN PAN PIPED TO NEAR —BY FLOOR SINK S 2 WAl,ER HEATER MOUNTING/PIPING DETAIL SCALE: N.T.S. System No. C-AJ-1027 January 18,1999 (Formerly System No. 202) F Rating —3 Hr T Rating — 0 Hr SECTION A -A 1. Floor or Wall Assembly — Min 4-1/2 in. thick lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of through opening is 12-1/4 in. See Concrete Blocks (CAZT) category in Fire Resistance Directory for names of manufacturers. 2. Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Min annular space between pipe, conduit or tubing and edge of opening is 0 in. (point contact). Max annular space is dependent on pipe, conduit or tubing type and size as well as the F Rating of the system, as shown in the table below. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 10 in. diarn (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit — Nom 6 in. diam (or smaller) rigid steel conduit. C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper — Tubing Nom 3 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper — Pipe Nom 3 in. diam (or smaller) Regular (or heavier) copper pipe. F. Iron Pipe — Nom 10 in. diam (or smaller) cast or ductile iron pipe. Pipe Conduit or Tubing Type Max Nom Pipe Conduit or Tubing Diam In. F Rating Hr Max Annular Space In. A or F 10 3 3/4 B 6 3 3/4 C 4 3 1-1/2 D and E 3 3 3/4 D and E 3 2 7/8 3. Fill, Void or Cavity Materials* — Putty — Moldable putty material kneaded by hand and applied to fill annular space to a min depth of 1 in., flush with top surface of floor. In wall assemblies, required putty thickness to be installed symmetrically on both sides of wall. 3M COMPANY — MP+ Stix *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. c � 3 � PIPE THRU RATED FLOOR DETAIL SCALE: N.T.S. us kery afe SOUTHCENTER MALL Space FC 16 2600 Southcenter Mall Tukwilla, WA 98188 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant JHP Engineering and Design Services Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 2" ISLAND VENT CLEANOUT.<>- BEYOND FIN. FLOOR \`E TOP OF CABINET OR SPLASH BACK EXTEND VENT AS HIGH AS POSSIBLE 2" x 11/2"x 2" TEE WYE TO FIXTURE Pl / 2"x 2"x2" WYE 2"x2"x2„ COMBINATION WYE 2" WASTE N.T.S. a a. CLEANOUT OPENING THRU FLOOR, SEAL PER SPECIFICATIONS. 2" FOOT VENT 2" C.I. LONG SWEEP 4 LSO O P VENT DETAIL S CAL.E: UT —OFF FERRULE AND SCREW PLUG FINISHED GRADE CONCRETE BLOCK tiMM111111111ran FLUSH WITH FLOG LUG WHERE C.O. OCCURS AT END OF LINE .a 4 FLOOR CLEAN OUT DETAIL SCALE: N.T.S. LOOR SLAB v A d . e' • < , 3/4"0 SUB —WATER METER — AS REQUIRED. CONFIRM WITH LANDLORD FOR EXACT REQUIREMENTS 3/4"0 CW MAIN SHUT—OFF FLOOR— S POC d 4 —3/4"0 CW PROVIDED BY LANDLORD R_T\H\FR H 4 d. Y (TO FL. ) SINK 3/4"0 LEAD—FREE PRESSURE REDUCING VALVE AS REQUIRED. CONTRACTOR TO CONFIRM AVAILABLE WATER PRESSURE. H PRESSURE GAUGE H o a a a d d 4 4 CONTINUE TO CW DISTRIBUTION 4 RECEWED CITY OF TUKWILA MAR 13 2018 PERMIT CENTER WATER S ERVICE CONNECTION DETAILS SCALE: N.T.S. Consultant Registration Issues and Revisions Architect Registration EXPIRES 12/05/18 No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 2 01.18.18 PLAN CHECK REV.1 AL JP Project Name 85°C Bakery Cafe — USA Project Number 17045 Description PLUMBING DETAILS REV:Pm:7n rzr�t? —il Computer File MP.DWG CODE COMPLIANCE I Mt'P OV(`D I Scale AS NOTEdMAR 16 2018 Template 4.3 (1200 1) City of T1110,1112 All ideas, designs, arrangemelt,9pAljta'LDtigiteA or represented by this drawing are owned—by---arid-fhrprmpeii of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant P-ON 3 SCALE: 1/4"= 1'-0" YZ"s3 FW gm" con pilf Abiji � nFireo cuss oisPuv /4"0 CW Ew 0.` 28 (E)PLANTER AREA 99 FW CW/HWS 2 ND FLOOR DO MES TIC WA IER PIPING PLAN - AB 0 VE FL() O R SCALE: 1 /4 " = 1 '-0 " GENERAL NOTES: CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. IT'S ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONSTRUCTABILITY OF DESIGNED SYSTEM BY CONFIRMING FIELD CONDITION PRIOR TO CONSTRUCT. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT —DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT —DOWN. ALL WORK DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. `CONSTRUCTOR SHALL PROVIDE X—RAY CANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE WITH LANDLORD TO CONFIRM EXACT REQUIREMENTS AND AVOID FROM DAMAGING THE STRUCTURAL INTEGRITY OF EXISTING SLAB. CONSTRUOT ER#FY P( N=S OF' CONNECTIONS OF UTILITIES PROVIDED BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. PROVIDE UL LISTED FIRE RATED ASSEMBLY TO ALL PIPE—THRU—FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF (E) STRUCTURAL SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: FIXTURE SERVED BY FILTERED WATER FROM COMMON WATER FILTER. (EQUIPMENT 19) (E) 3/4"0 COLD WATER MAIN PROVIDED BY LANDLORD PER LEASE CONTRACT. CONTRACTOR SHALL VERIFY EXACT LOCATION AT FIELD PRIOR TO BID AND PROVIDE NEW AS NEEDED. EXTEND 3/4"s CW WATER MAIN PROVIDED BY LANDLORD PER PLAN. 3/4"93 CW RUN ABOVE FL. IN KICK —SPACE OF CABINET/COUNTER/EQUIPMENT. 3/4"s FILTERED WATER (FW) DISCHARGE FROM FILTRATION SYSTEM. FIXTURE/EQUIPMENT SERVED BY FILTERED WATER FROM DEDICATED WATER FILTER. PLUMBING CONTRACTOR IS RESPONSIBLE TO CONNECT CW TO FILTER AND EQUIPMENT WITH ALL REQUIRED FITTING. 3/4"0 FW RUN ABOVE FL. IN KICK —SPACE OF CABINET/COUNTER/EQUIPMENT. Y2"s HWS RUN ABOVE FL. IN KICK —SPACE OF CABINET/COUNTER/EQUIPMENT. 30—GAL ELECTRIC WATER HEATER. SEE EQUIPMENT SCHEDULE FOR DETAIL. ALSO SEE PIPING DIAGRAM FOR PIPING DETAIL. PROVIDE 3%"0 WATER CONNECTIONS TO WATER HEATER WITH SHUT -OF VALVE. SEE PIPING DIAGRAM FOR DETAILS. PROVIDE(N) 3/4"s LEAD—FREE BACKFLOW PREVENTER (BFP) FOR TENANT CW SERVICE. CONFIRM WITH WATER DEPARTMENT FOR EXACT BRAND/MODEL AND OTHER REQUIREMENTS OF BFP. PROVIDE 3"0 FUNNEL DRAINS DIRECTLY BELOW RELIEF VALVE OF BFP. DRAIN FUNNEL DRAIN WITH 2"0 WASTE LINE. INDIRECTLY DISCHARGE 2" W TO NEAR —BY FLOOR SINK. PROVIDE TRAP PRIMER TO FLOOR SINK. TYPICAL OF ALL. SOUTHCENTER MALL Space FC 16 2600 Southcenter Mall Tukwrlla. WA 98188 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://wvvw.smithco.org/ Consultant J H P Engineering and Design Services Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 (E)PLANTER AREA (E) 3/4"s3 CW UP THROUGH FLOOR (E) 3 "0 CW 2 ND FLO O R DOMES TIC WATER PIP 1 kL� : LAN - BUD W FLO OR ME (E) 3/4"0 CW—� GENERAL NOTES: CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. IT'S ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONSTRUCTABILITY OF DESIGNED SYSTEM BY CONFIRMING FIELD CONDITION PRIOR TO CONSTRUCT. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT —DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT —DOWN. ALL WORK DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. CONSTRUCTOR SHALL PROVIDE X—RAY SCANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE WITH LANDLORD TO CONFIRM EXACT REQUIREMENTS AND AVOID FROM DAMAGING THE STRUCTURAL INTEGRITY OF EXISTING SLAB. CONSTRUCTOR SHALL VERIFY POINTS OF CONNECTIONS OF UTILITIES PROVIDED BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. PROVIDE UL LISTED FIRE RATED ASSEMBLY TO ALL PIPE—THRU—FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF (E) STRUCTURAL SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: (E) 3/4"s COLD WATER MAIN PROVIDED BY LANDLORD PER LEASE CONTRACT. CONTRACTOR SHALL VERIFY EXACT LOCATION AT FIELD PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY EXACT LOCATION, SIZE, AND CONDITION OF CW PIPE AT FIELD PRIOR TO BID AND PROVIDE NEW AS REQUIRED. RECEIVED CITY OF TUKWILA MAR 13 2018 PERMIT CENTER Consultant Registration issues and Revisions Architect Registration EXPIRES 12/05/18 No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 01.18.18 PLAN CHECK REV.1 /1\ AL JP Project Name 85°C Bakery Cafe - USA Project Number 17045 Description 2ND FLOOR DOMESTIC W ► �F �f 1`� ��R ANS Computer File M P. DWG ' A pl,:Md' VED 1 Scale AS NOTED AR 1 C 09,4c1 Template 4.3 (120101) City at l'otk ri`a All ideas, designs, arrangement ,i �•P _t'plaas date —or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant INO 64 Rf- "En1ED GLASS DISPLAY (E)PLANTER AREA PIO. A All 2 ND FLOOR WAS 'IE AND VANT PIP PIAN - ABOVE FIFO O R Ei 2 ND FIFO O R WAS 'lb AND VANT PIPS PLAN - BEID W FLOOR SCAIE:1/4"= 1'-0" GENERAL NOTES: CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. IT'S ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONSTRUCTABILITY OF DESIGNED SYSTEM BY CONFIRMING FIELD CONDITION PRIOR TO CONSTRUCT. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. ALL WORK DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. CONSTRUCTOR SHALL PROVIDE X-RAY SCANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE WITH LANDLORD TO CONFIRM EXACT REQUIREMENTS AND AVOID FROM DAMAGING THE STRUCTURAL INTEGRITY OF EXISTING SLAB. CONSTRUCTOR SHALL VERIFY POINTS OF CONNECTIONS OF UTILITIES PROVIDE BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. PROVIDE UL LISTED FIRE RATED ASSEMBLY OR CAULKING TO ALL PIPE-THRU-FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF (E) STRUCTURAL SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: CONTRACTOR SHALL PROVIDE DRAINAGE TO FIXTURE/EQUIPMENT AND INDIRECTLY DISCHARGE TO NEAR -BY FL. SINK AT 1" ABOVE FLOOD RIM. PIPE AND INDIRECTLY DISCHARGE WATER HEATER DRAIN FROM DRAIN PAN AND T&P DISCHARGE TO MOP SINK. SEE PIPING DIAGRAM FOR DETAIL. PROVIDE LOOP VENT SYSTEM TO HAND SINK AT ISLAND. SEE DETAIL DRAWING FOR FURTHER REQUIREMENTS. 10 PROVIDE 3"93 TAILPIECE ND 4"0 TRAP TO FLOOR SINK FOR COMBI> ATION WASTE AND VENT SYSTEM PER -:: UPC, 910.0 AND APPENDIX B. CONTRACTOR SHALL CONFIRM WITH AHJ PRIOR TO CONSTRUCT. (E) 4"0 FLOOR CLEAN -OUT TO REMAIN. CONTRACTOR TO VERIFY EXACT CONDITION, LOCATION, AND SIZE FOR REUSE PRIOR TO BID. PROVIDE NEW AS NEEDED. EXISTING 3"95 VENT UP THROUGH ROOF BY LANDLORD. PROVIDE TRAP PRIMER TO FLOOR SINK. SEE PB-1.0 FOR DETAIL. TYPICAL OF ALL. (E) 4"s5 S (E) 4"0 S (E)co gone GENERAL NOTES: CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION AND CONDITIONS OF EXISTING UTILITIES AT FIELD PRIOR TO BID. IT'S ALSO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONSTRUCTABILITY OF DESIGNED SYSTEM BY CONFIRMING FIELD CONDITION PRIOR TO CONSTRUCT. CONSTRUCTION SHALL NOT INTERRUPT UTILITY SERVICE OF OTHER TENANT SPACES. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. CONNECT (N) 4"0 COMBINATION WASTE AND VENT FOR 3"95 FLOOR SINK TO (E) 4"0 SANITARY WASTE. PLUMBING CONSTRUCTOR TO VERIFY EXACT FIELD CONDITION PRIOR TO CONSTRUCT. (E) 3"0 V PROVIDED BY LANDLORD. PLUMBING CONSTRUCTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION, SIZE, CONDITION, AND INVERT TO CONFIRM CONSTRUCTABILITY PRIOR TO BID. REPORT TO ENGINEER/ARCHITECT IF DISCREPANCY IS OBSERVED AND PROVIDE NEW AS NEEDED. PROVIDE NEW 3"93 V TO DOWNSTREAM OF THE ALL WORK DONE IN PLACE SHALL NOT UPPER MOST FIXTURE TO CONFIRM THE JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE REQUIREMENT OF COMBINATION WASTE AND VENT EXISTING BUILDING OR EXISTING UTILITY £p/5.-P-ER 2 UPC, SECTION 910.3 AND APPENDIX SUPPORTS THAT IS REQUIRED TO BE REMAINED. B. CONTRACTOR TO VERIFY EXACT FIELD CONDITION PRIOR TO CONSTRUCT. CONSTRUCTOR SHALL PROVIDE X-RAY SCANNING TO EXISTING SLAB PRIOR TO ANY CORE DRILLING OR CUTTING OF FLOOR. COORDINATE WITH LANDLORD TO CONFIRM EXACT REQUIREMENTS AND AVOID FROM DAMAGING THE STRUCTURAL INTEGRITY OF EXISTING SLAB. CONSTRUCTOR SHALL VERIFY POINTS OF CONNECTIONS OF UTILITIES PROVIDED BY LANDLORD WITH MALL MANAGEMENT PRIOR TO CONSTRUCT. PROVIDE UL LISTED FIRE RATED ASSEMBLY OR CAULKING TO ALL PIPE-THRU-FLOOR PENETRATIONS TO MAINTAIN THE FIRE RATING OF (E) STRUCTURAL SLAB. CONFIRM WITH MANAGEMENT PRIOR TO CONSTRUCT. SHEET NOTES: (E) 4"95 SANITARY SEWER LATERAL PROVIDED BY LANDLORD. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION, SIZE, CONDITION, AND INVERT TO CONFIRM CONSTRUCTABILITY PRIOR TO BID. REPORT TO ENGINEER/ARCHITECT IF DISCREPANCY IS OBSERVED AND PROVIDE NEW AS NEEDED. PROVIDE 4"0 TRAP WITH TRANSITION TO 3"0 TAILPIECE OF FLOOR SINK TO CONFIRM THE UIREMENT OF COMBINATION WASTE AND VENT PER UPC, 910.4 AND APPENDIX B. CONTRACTOR SHALL CONFIRM WITH AHJ PRIOR TO CONSTRUCT. CONNECT (N) 3"0 V TO (E) 3"0 V PROVIDED BY LANDLORD. SEE SHEET NOTE 4. FOR DETAIL. (E) 4"0 FLOOR CLEAN -OUT DOWN FROM ABOVE. CONTRACTOR TO VERIFY EXACT FIELD CONDITION PRIOR TO CONSTRUCT. 2"9W. DOWN FROM LOOP VENT SYSTEM SERVING HAND SINK. SEE PIPING DETAIL FOR FURTHER REQUIREMENTS. no ISLAND VENT DOWN FROM LOOP VENT SYSTEM SERVING HAND SINK. SEE PIPING DETAILS FOR FURTHER REQUIREMENTS. CONNECT (N) 2"0 W. TO (E) 4"0 SANITARY WASTE . PLUMBING CONSTRUCTOR TO VERIFY EXACT FIELD CONDITION PRIOR TO CONSTRUCT. CONNECT 2"93 FOOT VENT TO (E) 3"0 V PER PLAN. CORE DRILL TO AVOID RUNNING INTO (E) BUILDING STRUCTURE. SEE GENERAL NOTES FOR DETAILED REQUIREMENTS. TYPICAL OF ALL. RECEIVED CITY OF TUKWILA MAR 13 2018 PERMIT CENTER SOUTHCENTER MALL Space FC 16 2600 Southcenter Mall Tukwilla, WA 98188 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith©smithco.org http://www.smithco.org/ Consultant JHP Engineering and Design Services Inc. ADR: 3119 Central Parkway, Dublin CA. 94568 TEL: 510-788-6029 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration Issues and Revisions Architect Registration EXPIRES 12/05/18 No. Date Issues By Check 1 12.06.17 PERMIT SET AL JP 2 01.18.18 PLAN CHECK REV.1 A\ AL JP Project Name 85°C Bakery Cafe — USA Project Number 17045 Description 2 N D FLOOR ilVAS7TWI VENT PIPING P"e Computer File MP DWG P , 1..4ANCE (WED tit/AR 1 G 2C Scale AS NOTED Template 4.3 (120101) I City of �fukwlla li LOLL)'Iv All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of the Consultant and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of the Consultant