Loading...
HomeMy WebLinkAboutPermit PG18-0115 - HOT POT WORLD RESTAURANT - INSTALL BACKFLOW AND GREASE TRAPHOT POT WORLD ROTARY RESTAURANT 17005 SOUTHCENTER PKWY PGI8-0115 Parcel No: Address: Project Name: City of Tukwila a Department of Community Development G3O0SouthcenterBoulevard, Suite #1O0 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206438'9350 Web site: http://www.TukwilaWA.Roy 2623049070 17005 SOUTHCENTER PKWY Issue Date: Permit Expires On: PLUMBING/GAS PIPING PERMIT Permit Number: HOT POT WORLD ROTARY RESTAURANT PG18'0115 11/16/2018 5/15/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KTM GROUP LLC 2940FAIRVIEW AVE E,SEATTLE, WA, 98102 HONG PHAN Phone: (206) 227-2275 SO5l53USST,AUBURN, WA, 98OO1 HONG'S GENERAL ODNST&PLUMBING Phone: (206) 227-2275 6651S305TM5T'AUBURN, WA, 98001 HONGSGC82585 Expiration Date: 1/25/2020 ''' DESCRIPTION OF WORK REMODELING IMPROVEMENT FOR NEW RESTAURANT INCLUDES INSTALLATION OF ONE BACKFLOW AND GREASE TRAP. STOP WORK POSTED BY CODE ENFORCEMENT AND FIRE MARSHALL'S OFFICE ON 9/13/18 FOR CONSTRUCTION WORK WITHOUT AN ISSUED PERMIT. INTERIOR OF RESTURANT HAS BEEN COMPLETLY GUTTED. PROHIBITED SIGN CONSTRUCTED ON ROOF OVERHANG AND AUACHED TO ALL STRUCTURAL BRACES. Valuation of Work: $5,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $726.63 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2015International Fuel Gas Code: 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA StatEnergy Code: 2017 2017 20152017 Permit Center Authorized Signature tilf7 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. Signature: Print Name: -- P Da This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. Ail hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: Grease trap interceptor shall be installed per manufacturer's specifications. Grease trap shaU be maintained a minimum of every two month. Proof of service should be kept on site and a grease trap maintenance log which the contractor will complete upon each bi-monthly service, 16: Installation of Reduced Pressure Principle Assembly (RPPA) requires a Public Works inspection. Applicant or contractor shall caII Public Works minimum 24 hours in advance to schedule aPVVinspection. 17: The Reduced Pressure Principle Assembly (RPPA) shall be installed per manufacturers specifications and tested by a certified tester. Copy of a passing backflow test report shall be forwarded to Scott Moore, Public Works Inspector. Thereafter the backflow shall be tested annually and copy of the test report forwarded to City of Tukwila Water Dept,GOUK4ink|erBlvd, Tukwila, VVA98lD8'phone ZO643]'l86V. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH'|NPLUrNB|NG CITY OF TUKWILr _ Community Development Dy epartment Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas tvrmit No. W, 1 9 -- (.5 1 Project No. Date Application Accepted: Ci**4 3i S Date Application Expires: -6-161 (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.: Site Address: 00 5-SOT941-- IT•e4.:;_ryNI'brZ_ wrz21/ Suite Number: Tenant Name: N Cs - PROPERTY OWNER Name: Name: city: ttrio2m404 State: vV`Pl— Zip: otfoo i Address: .r....v rz_All.eitAi prve, e Zip: 4gloV City": ereitA 1A.K, State: vJoi CONTACT PERSON - person receiving all project communication Name: Address: city: ttrio2m404 State: vV`Pl— Zip: otfoo i Phone:-Fax:6 09_277....,2_0_,% Email: iv 6- ' P trit-r0 R •nrr New Tenant: Floor: Yes O.. No PLUMBING CONTRACTOR INFORMATION Company Name: 44-OtkI 6 r C9,prJALAA.- GM 45 -DAA a l'eft P PI.AA Warig Address: 5gcl .06" City:Zip,: cfnito tAit, State:1A1A- 4,K0 0 I Phone: 7.5 ---Fax: Contr Reg No.: 4. Exp Date: i i p4tivm tior g H c? 0 ic_ to ( i 0 i Zot el Tukwila Business License No.: 0 1 C314- 7 Valuation of Project (contractor's bid price): $ 5700 Er Scope of Work (please provide detailed information): Res VNA---4 pACYYvkiGNAA • i.Ye_Anl ke6ku PO Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: HAApplicationsWorms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1I.docx Revised: August 2011 bh Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/or t ,piping outlets being installed and the quantity,, .ow: Fixture Type Qty Bathtub or combination bath/shower Clothes washer, domestic Dishwasher, domestic with independent drain A Shower, single head trap 7 Sinks oma, Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Atmospheric -type vacuum breakers not included in . lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Clothes washer, domestic Drinking fountain or water cooler (per head) Lavatory 7 Urinal 9 - 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 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Qty Clothes washer, domestic Floor drain Food -waste grinder, commercial T Building sewer and each trailer park sewer Wash fountain Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Water closet c 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 i Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste T Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: L Print Name: 40M6 T (i)4 -1-A- Day Telephone: Mailing Address: ,S s--- I SsoS Wal g 'O©f Date: giiq14Y H:\Applications\Forms-Applications On Line\2012 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip Page 2 of 2 DESCRIPTIONS PermitTRAK �' ACCOUNT QUANTITY PAID $586.89 PG18-0115 Address: 17005 SOUTHCENTER PKWY Apn: 2623049070 $586.89 Credit Card Fee $17.09 Credit Card Fee R000.369.908.00.00 0.00 $17.09 PLUMBING $542.67 PERMIT FEE R000.322.100.00.00 0.00 $509.52 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $27.13 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15862 R000.322.900.04.00 0.00 $27.13 $586.89 Date Paid: Friday, November 16, 2018 Paid By: HONG PHAN Pay Method: CREDIT CARD 105928 Printed: Friday, November 16, 2018 1:53 PM 1 of 1 YST EM S DESCRIPTIONS ACCOUNT I PermitTRAK QUANTITY PAID $17133 M18-0118 Address: 17005 SOUTHCENTER PKWY Apn: 2623049070 $31.79 Credit Card Fee $0.93 Credit Card Fee R000.369.908.00.00 0.00 $0.93 MECHANICAL $30.86 R000.322.102.00.00 0.00 $30.86 PG18-0115 Address: 17005 SOUTHCENTER PKWY Apn: 2623049070 $139.74 Credit Card Fee $4.07 Credit Card Fee R000.369.908.00.00 0.00 $4.07 PLUMBING $135.67 IIIIIIIIIMIIIIEEEMZIIIIIIIIIIIIIIIIIIIMIIIII R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R15416 0.00 $135.67 $171.53 Date Paid: Tuesday, September 18, 2018 Paid By: HONG PHAN Pay Method: CREDIT CARD 191508 Printed: Tuesday, September 18, 2018 10:10 AM 1 of 1 YST MS r � CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/16/2018 01:52:27 PM CREDIT CARD SALE VISA CARD NUMBER: **********5562 K TRAN AMOUNT: $586.89 APPROVAL CD: 105928 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy I • Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 11/16/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/16/2018 01:52:27 PM CREDIT CARD SALE VISA CARD NUMBER: **********5562 K TRAN AMOUNT: $586.89 APPROVAL CD: 105928 RECORD #: 000 CLERK ID: Rochelle Thank you! Customer Copy https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTr... 11/16/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/18/2018 10:10:06 AM CREDIT CARD SALE VISA CARD NUMBER: **********3365 K TRAN AMOUNT: $171.53 APPROVAL CD: 191508 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 9/1 8/20 1 8 INSPECTION NO. INSPECTION RECORD PI Retain a copy with permit 1-(01V""04 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: ,--) j. 5—) ) for- io-/-areo°1416. Type of I pect n: , 6 Address: OS'. _ ,„-- a . - ; .....50 I, A Date Wanted: ___....5 a.m. . .1 Requester: Phone No: Approved per applicable codes. ).1 0 Corrections required prior to approval. COMMENTS: ?Liityy\hin FlAve etk- r-vves) Inspector Date: 57— Z— EJ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must paid paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:1 r_ Peri: Type of Inspection: L. 1")60Licr WitZee-- 1-orieS' Address.I 1---)0,-- 40:),.6L4,„ „,-. Date a ed: R Special Instructions: Date Wan ed: -y-7A--t, a.m. P.m. Requester: t*ilea-sa,4 Phone No: Z>Pde4c7-2- /pi LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 L. 1")60Licr WitZee-- 1-orieS' ix fr,J- tr -^ro. 14 -rt" 3 N Az-- 46Q AO,° 747.,e-- t*ilea-sa,4 Z>Pde4c7-2- /pi -cli+ \kiN&Jc daage:- - t -4L - Ins pectora Date: ied 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 IN ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION W5-01/5 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 p4og:47, A gaittai.:0e of Inrection: ,.,.4.442. Address:.liasmiraWaIR- /7O(24---Ctel- 3e, sizciterftTotiac„,_ .1547- -4.tt673 -3--6-C-- _e-OFforn6111769171 ate Wanted: 5-1-zoi • • Requester: Phone No: LJ Approved per app COMMEN : °medics equired prior to approval. liert_atDtceid 5a6 1 *cue t 420" i /NI L.k vraogor ciNke -I-c) r Tr &rease 14e -re iear tecx.V.4.v. • id &soul._ ,. ANtie._ itkzatAl .9- a le culnWevo asiose, ILA,?t,`.c. re., 4Adelx,“) Grca.sr 8fr REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ?(,Ig.901- w INSPECTION NO. INSPECTION RECORD Retain a copy with permit 011s PERMITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pcojsct:i n i Hiir IDD pi, TyptIt=on: it- i Address: 7°°5-7 •EginZillea: -- - pecial Instructions: ' Dat nted: /2 -20, a.m.. P.m• Requesterj4wr Phone No: 1-204, -227- 22 75 Approved per applicable codes. Corrections required prior to approval. CO REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6:300 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 Permit Inspection Request Line (206) 438-9350 ous (206) 431-3670 Project: i PIIA)-ire-41/ LAA/dt.jtido rise of Inspection: ....c (VAS i reI-1 Abc Address: / 1Z33 wee a Date Calle : Special Instructions: Instructions: Date Wanted: 11 ' AS- • 20/8 I a.m. Requester: Zst K Phone No: 2,04 c 5- 1- / 2, Z.5 ElApproved per applicable codes. giCorrections required prior to approval. -s— COMMEN — AIO 71- 1-0 In ctor: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. cei- k v 9,, 11 1 t t1 k 9)" Act tj V,17 1 1 1 4)2 9- 7 1 P-" 921 v.. A‘' A•14 AYOT VOX NOP -.4-0 00 ,vsk 6 r 9_,i-? = 3% yJf1QP (-PP?II '/v 17z YI, Qk MP r" 707. SAN K (o.)?G. e �' r--(001•911a14)t41.5f (24 it03--4._C,lA OKI) '614) Oro= . 5 x A 10 X 1.. 1• S T5pepp. DRAW _ ti { A 2 t X 2 r4p.� 53 N � _ -,--- A 0k ; x .2 4-F�fl S N .7• 14146-t Cot^ 'Aa- (V' 6N i SIM K z a X 2 - 4 - Meg 4),414 _ 2 Y 3 vti 'Ai Kiev- �z...._ w = s -x .2; S — 1 2. s - /y NOV 13 2018 City of Tukwila BUILDING DIVISION v4 3/4 1/ l r �--U {,IQ1i 1J RECEIVED CITY OF TUKWILA NM 07 2t;i PERMIT CEiITER )L11L. Alt CORRECTIC LTR# 'Z► vuc940-9 R,3T u‘,/ Ido©s s e- '41- P, z5. -V GoNsT- - -14.00 206 - X2-7 227 Pi1tnbing 1 Plumbing Valves I Check Valves and Backflow Preventers I Backflow Preventers I Reduced, Pressure Zone Backflow Preventer, Lead Free Brass, Watts 009 Series, IPS Connection WATTS Email tar Print Reduced Pressure Zone Backflow Preventer, Lead Free Brass, Watts 009 Series, IPS Connection Item # 5DMJ0 Mfr. Model # 1/2 LF 009QT Catalog Page # 2905 UNSPSC # 40141622 How can we improve our Product Images? Compare Prod tit REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2018 UMDIVISIOiV View More v Web Price 0 $317.50 t each Jump to: �•, One Time Delivery Auto Reorder 1 ADO TO CART + Add to List V% Required Accessories Pickup Shipping Expected to arrive Thu. Oct 25. Ship To 98038 (Change) Replacement Parts Be the first to write a review Shipping Weight 4.26 lbs. Country of Origin China 1 Country of Origin is subject to change. Note: Product availability is real-time updated and adjusted continuously. The product will be reserved for you when you complete your order. More CORRECTION LTR# PTs RECEIVED CITY OF TUKWILA OCT 252018 PERMIT CENv I ER \q Technical Specs Item Reduced Pressure Zone Max. Temp. 180 Degrees F Backflow Preventer Max. Pressure 175 psi Series Watts 009 Width 4-5/8" Size 1/2" Length 10" Connection IPS Standards ASSE, AWWA, CSA, IAPMO Body Material Lead Free Brass Foundation for Cross - Connection Control and Hydraulic Research At The Temp. Range 33 Degrees to 180 Degrees F University of Southern California 114 How can vire improve our Technical Specifications? Compliance and Restrictions This product has been certified by a third party to be compliant with the "Safe Drinking Water Act" requirements for low lead in potable (human consumption - drinking and cooking) and non -potable water applications (non -human consumption). Required Accessories 1 Series ... Cast Iron Air Gap, For Use With: Item# 1 KYE8 Replacement Parts TECHNICAL SPECS Item Air Gap For Use With Series 909, 1/4" to 1/2" Size 1/4" to 1/2" Connection Type NPT Length 3-1/8" Width 2-3/8" Material of Cast Iron Construction Max. Pressure 140 psi Standards USC AVAILABILITY Expected to arrive Thu. Oct 25. Ship To 98038 v Pick Up Web Price $74.25 / each 1 ADD TO CART Need help finding replacement parts? Please use the list below or call 1-800-GRAINGER (1-800-472-4643) 1 available replacement part for model: 1/2 LF 009QT Part Description Mfr. Part # Item # Price +Add to List Ship To 98038 v Pick Up ADD TO C':,,RT Qty WATTS Second Check Valve Repai... 009 1/4 - 1/2 2nd Check Kit Alternate Search Terms Certified Lead Free Valves (1882) Back Flow Preventers (203) 6CUL3 RPZ Valves (203) Customers Also Purchased BELL & GOSSET1 Water Pressure Reducing Valve, WATTS Reduced Pressure Zone Item # 6LFA4 Item # 26X139 Web Price 0 $47.50 / each Qty 1 Web Price 0 $334.50 / each .Qty 1 ADD TO CAI Your Price $47.60 / each List Price $59.501 each Expected to arrive Thu. Oct 25. +Add to List 3 TO CART Reduced Pressure Zone Valves (203) APOLLO Cast Bronze Safety Relief Item # 3EEY2 Web Price 0 $57.25 / each - Qty — 1 ADD TO CAI WATTS Backflow Preventer Repair WATTS 1-1/4" Vent Dia. Brass Automatic Item # 6AUT2 Item # 4A820 Web Price 0 $82.50 / each .Qty — 1 ADD TO CAI Web Price 0 $8.70 / each ADD TO CA! Qty 1 ADD TO CA • r . Watts GI -86-K Details The Watts GI -100-K large capacity 2001b. grease trap prevents greasy substances from entering plumbing systems, septic fields, and waste water treatment facilities where they cannot be processed properly and could harm the environment. Grease traps like the Watts GI -7 K are often used with cooking or prep sinks, pot sinks, and commercial dishwashers in various types of commercial food service operations. As the flow of water is gradually slowed by the internal baffles, lighter than water substances like grease accumulate inside the trap above the static water line. The Watts GI -1001K Grease Interceptor is built to last, with a body made of 11 -gauge cold rolled steel. The epoxy coated skid proof top is secured with hex head center bolts and a gasket. Other standard features include no hub connections, a double wall deep seal trap, and integral stainless steel flow control. The Watts GI -'.1! grease trap has a grease capacity of 2001b., a flow rate of 100 GPM, and may be recess mounted or floor mounted. Overall Dimensions: 39 3/4"L x 30 3/4"W x 33"H Flow Rater GPM 52 Grease Capacity: 200 lb. Inlet & Outlet Size: 4" This Item Ships via Common Carrier. For more information and tips to help your delivery go smoothly, click here. Watts GI - Length Width Height Capacity Flow Rate 100-K Specs 39 3/4 Inches 30 3/4 Inches 33 Inches 2001b. 'GPM Inlet and Outlet Size 4 Inches Material Steel Threaded ConnectionsNo Type Grease Traps ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* Contractor Approval Contractor's P.O. No Representative Series LF009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance.The LF009 features Lead Free* construction to comply with Lead Free* installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 1/4" - 1 (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all intemals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation • Replaceable seats for economical repair • Lead Free* cast copper silicon alloy body con 14 - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" an • Ball valve test cocks - screwdriver slotted • Large body passages provides low press • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall b health hazard location to prevent backflow due to backsiphonag or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of at intemal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free* cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AWA Std. 0511; CSA B64.4. Shall be a Watts Series LF009. learances • C; R L. • Test Cock No. 3 Ball Type Test Cocks Test Cock No, 2 First Check Module Assembly tyciggtip FoR COMPLIANCE ' (65 ariAMOVEDR.P. Zo " 7; 2" (8 - 50mm) e..;:lr°13 NOV 13 2018 Relief V City of Tukwila BU 111 cOMSION • LF009 Test Cock No. 4 MIN .....,„,„6 Ti, ........,„• .„--, , - Ar---t•"IHN-R(-M.,' 6-- t i , lar -4.1 • '-`14, 1 MEL 1 -MI .PIA i ' T fILAtt4:-......• N. lye Assembly Val\ Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. NOTICE Inquire with governing authorities for local installation requirements NOTICE The inforrnation contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference ally. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, a materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. VOWATTS P6 q- 0115 Available Models: 1/4" - 2" (8- 50mm) Suffix: QT - quarter -tum ball valves S - strainer LF - without shutoff valves PC - internal polymer coating Prefix: U - union connections Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a drain line is recommended. When install- ing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8- 50mm) Lead Free" cast copper silicon alloy body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly fumished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 2'/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (0.5° - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC ASSE No. 1013 AWWA 0511 CSA B64.4 IAPMO File No. 1563. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, PC, NRS, OSY. UL Classified 21/2" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT Its. kgs. 909AGA 1/4"-1/2" 009, 1/2 13 23 60 TA 79 0.625 0.28 3/4" 009M2/M3 909AGC 3/4"-1"009/909, 1 25 31/4 83 4% 124 1.5 0.68 1"-11/2" 009M2 909AGF 11/4"-2" 009M1, 2 51 4% 111 63/4 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AGK 4"-6" 909, 3 76 634 162 9% 244 6.25 2.83 8-10" 909M1 909AGM 8"-10" 909 4 102 734 187 111/4 286 15.5 7.03 909ELA 1/4"-W 009, 1/4" 009M2/M3 - - - - 909ELC 3/4"-1" 009/909 - - 2% 60 23 60 0.38 0.17 ' 909ELF 11/4"-2" 009M1, - - 3% 92 3% 92 2 0.91 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 • 909ELH 21/2"-3" 009/909 - - - - - - - Vertical A A Dimensions and Weight: 1/4" - 2" (8 - 50mm) LF009 SIZE (DN) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX. D in. mm in. L mm M in mm N in mm WEIGHT lbs. kgs. 1/4 8 10 250 45 117 33 86 11/4 32 51/2 140 2% 60 21/ 64 5 2 3/6 10 10 250 4% 117 3% 86 1'/4 32 51/2 140 2% 60 21/2 64 5 2 /2 15 10 250 4% 117 33 86 11/4 32 51/2 140 2% 70 21/4 57 5 2 % 20 103/ 273 5 127 312 89 11/2 38 6% 171 33/6 81 2% 70 6 3 1 25 1412 368 51 140 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 11/4 32 173 441 6 150 312 89 21/2 64 11% 289 47/16 113 31/2 89 15 6 11/2 40 17% 454 6 150 312 89 21/2 64 11'/6 283 4' 124 4 102 16 7 2 50 21% 543 7% 197 412 114 31/4 83 131/2 343 5%6 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 STRAINER SIZE in. mm DIMENSIONS (APPROX.) M in. mm N in. mm Nit in. mm 212 65 10 254 612 165 93/4 248 3 80 10% 257 7 178 10 254 WEIGHT lbs. kgs. 28 12.7 34 15.4 tClearance for servicing Watts G-4000 Series QT — Ball Valves MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT lbs. kgs. LF009LF 21/2 65 — — — — 4'/2 114 — — 18/ 460 — — 10% 270 76 34.5 LF0090SY 21/2 65 331/4 845 15' 403 41/2 114 16% 416 181/2 460 7% 197 105 270 166 75.3 LF009NRS 21/2 65 331/4 845 11% 289 41/2 114 16% 416 181/2 460 7% 197 105/6 270 161 73.0 LF0090TFDA 2% 65 3314 845 6 152 41/2 114 16% 416 181/2 460 73/4 197 105/6 270 150 68.0 LF009LF 3 80 — — — — 41/2 114 — — 18/ 460 — — 10% 270 76 34.5 LF0090SY 3 80 3414 870 1812 470 4'/2 114 165 422 181/2 460 83/4 222 105 270 198 89.8 LF009NRS 3 80 341/4 870 12% 324 41/2 114 16% 422 181 460 8% 222 10% 270 191 86.6 LF0090TFDA j 3 80 341/4 870 7 178 41/2 114 16% 422 18/ 460 8% 222 10% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 1" (8mm) LF009QT 0 .25 .60 AP 0 .95 1.9 2.9 3 8 4.5 Ipm .75 1.17 gpm kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 OP O '/e" (10mm) LF009QT kPa psi 172 25 138 20 103 15 69 10 35 5 .25 .50 .75 1 1.25 1.50 2 5 3. gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm %" (15mm) LF009QT * 0 2.5 5 75 10 12.5 15 gpm AP 0 3 8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 3/4" (20mm) LF009M3QT * kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M2QT AP 0 5 10 20 30 40 50 60 70 80 gpm 19 38 76 1 4 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WATTS® *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 11/4" (32mm) LF009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 APO kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) LF009M2QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 21/2" (65mm) LF009 * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) LF009 * OP 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 nips 9001-20081 CERTIFIED A Watts Water Technologies Company ES-LF009 1406 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca © 2014 Watts 04 4/1/2019 rte, City of Tukwila Department of Community Development HONG PHAN 5651 S 305 ST AUBURN, WA 98001 RE: Permit No. PG 18-0115 HOT POT WORLD ROTARY RESTAURANT 17005 SOUTHCENTER PKWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/15/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/15/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kandace Nichols Permit Technician File No: PGI8-0I 15 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r1 City of Tukwila Department of Community Development November 05, 2018 HONG PHAN 5651 S 305 ST AUBURN, WA 98001 Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG 18-0115 HOT POT WORLD ROTARY RESTAURANT - 17005 SOUTHCENTER PKWY Dear HONG PHAN, 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: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Plan shows hand sinks and mop sinks connecting to the grease waste system. "Except where otherwise specifically permitted, no wastes other than those requiring treatment or separation shall be discharged into an interceptor (clarifier)." Revise plan to show only those sink fixtures handling of liquid wastes containing grease emptying into the grease interceptor. (UPC 1009.0) 2. Show "Trap Primers" provided for all floor sinks and floor drains and clearly identified by the lettering "TP" with a legend specifying what it represents. Please Note: only those drains "directly connected" to the sanitary drainage system are required to have trap primers. Please adjust the plans accordingly. (UPC 1007.1) 3. The floor plan shall show, in addition to the drain runs, the size of pipes for each pipe run and shall correlate with the isometric plan drawings. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Sheet T-1.1 Equipment Key Notes:a) NOTE #46 - revise item #46 size of grease trap interceptor to 100GPM. b) add Watts Model # 1/2LF 009QT REDUCED PRESSURE ZONE ASSY as NOTE #48.2) Clearly show location on plan where the WATTS backflow is going to be installed. 3) I have attached the correct WATTS backflow cut sheet; please circle the devise to be installed.. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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. 1 have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, ache le Ripley Permit Technician File No. PG18-0115 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 02, 2018 r'\ City of Tukwila Department of Community Development HONG PHAN 5651 S 305 ST AUBURN, WA 98001 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 18-0115 HOT POT WORLD ROTARY RESTAURANT - 17005 SOUTHCENTER PKWY Dear HONG PHAN, 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: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seaUstamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seaUstamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide a pipe and fixture unit calculation table for pipe sizing per 2015 UPC chapter 610.4. 2. Provide a pipe and fixture unit calculation table for the drain -waste -vent 2015 chapter 702. 3. Floor drain, or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Show trap primers provided for all floor sinks and floor drains. Please note, floor sinks directly connected to a grease trap do not require trap primers. (UPC 1007.1) 4. Grease trap shown shall have a vent at both ends of the trap unit. Show additional vent on the outlet side. 5. Provide manufactures specifications for the Grease Trap and show size of the proposed grease trap is sized for the fixtures it serves. Provide a detail to show the grease trap shall be located to where it can be easily serviced. 6. Show location of back flow devices, contact public works for requirements. 7. In addition to the isometric plumbing plans, provide an actual scaled floor plan showing location of all fixtures served by drain -waste -vent and water supply pipes with pipe sizes. For clarity provide a separate plan for each. 8. Show where the water heater TPV shall terminate to a drain. Show water heater provided with an expansion tank 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 and show seismic strapping. 9. Show hand sink and other similar connected directly to the sanitary sewer. Clearly show the specific fixtures separately connected to the grease waste. Specify those sinks that empty into floor sinks to have minimum 1" air gap above the rim. 10. Note: Any plan sheets that have a design professional stamp on it shall include signature by the design professional. See General Note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Since each permit stands on its own, please include a site plan that identifies space location within the shopping complex. 2. The 2nd page of this permit application calls for one backflow device. Please show on your plan where is this backflow located and what it is protecting. Specify on plan size/manufacturer/ model number of proposed backflow. Add the subject backflow into Equipment Keynotes. 3. Submit backflow cut sheet and circle devise to be installed. 4. Equipment Keynote #46 on sheet T-1.1 calls for a 50 GPM Grease Trap. The 50 GPM seems to be undersized. Applicant shall submit grease interceptor sizing calculations prepared by a WA State licensed professional engineer per 2015 Uniformed Bldg Code. make sure that the dishwasher is not routed thru the grease interceptor. 5. Show a diagram showing where and how the new grease interceptor is going to be installed. 6. Specify grease interceptor on plan (size/manufacturer/model number). 7. Submit grease interceptor specifications/cut sheet and maintenance requirements. 8. There is an existing grease trap in the crawl space that was serving the previous tenant, Mayflower Restaurant. IT had several malfunctions before. Your plan shall clearly state that it shall be removed and disposed properly prior to installation of the new one. The grease shall be pumped prior to removal of the existing unit. Please submit records of the interceptor pumping/grease removal. 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 in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle ' ipl Permit Technician File No. PG18-01 15 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ')ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0115 DATE: 11/07/18 PROJECT NAME: HOT POT WORLD ROTARY RESTAURANT SITE ADDRESS: 17005 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Attic 1 f3-1 1111 Building Division (as Ata. Public Works Fire Prevention Structural Planning Division Permit Coordinator lip PRELIMINARY REVIEW: Not Applicable [— (no approval/review required) DATE: 11/08/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/06/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LJ Fire 0 Ping PW D Staff Initials: 12/18/2013 4\. )PERWT COORD COP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0115 DATE: 10/29/18 PROJECT NAME: HOT POT WORLD ROTARY RESTAURANT SITE ADDRESS: 1700 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-1- Cow Building Division kl(/) Public Works Fire Prevention Structural r Planning Division r1Permit Coordinator n PRELIMINARY REVIEW: DATE: 10/29/18 Not Applicable E Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 11/27/18 Approved with Conditions n Denied (le: Zoning Issues) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 4 Fire 0 Ping 0 PW Staff Initials: 12/18/2013 ."\ 'PEFIMIT COM COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0115 DATE: 09/18/18. PROJECT NAME: HOT POT WORLD ROTARY RESTAURANT SITE ADDRESS: 17005 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit issued Revision # after Permit Issued DEPARTMENTS: Pik\ c - Building Division Public \es Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator DATE: 09/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/18/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1°MVS4 Departments issued corrections: Bldg pi Fire Ping PW Staff Initials: 12/18/2013 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 STJBMLTTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I1- 7 -2' ON Plan Check/Permit Number: P rt - ©1 1 s Response to Incomplete Letter # Response to Correction Letter # /J\ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: -1{o 1 V4'9T M7 1 -P ' - T / Project Address: A7c9c .a S- a A .62.AAkta.... PaAgAil, vJetM Contact Person: *00-6 rCl,1Ni Summary of Revision: '&A) DJRANv16 Phone Number: 2106 — 227— 2z RECEIVED TY OF TUKWILA NOV 0~2 2018 PERMIT CENTER Sheet Number(s): CA-sad— "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: \�j Entered in TRAKiT on \\ W:1Permu Center\Templates\FormstRevision Submittal Forndoe Revised. August 2011 f1 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. Date: 10 -Q-S — 6,o,l-q Plan Check/Permit Number: 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: Foci vo&- 0 Loaf- 2.`/ Pry- 0t Is` Project Address: 4-2o Si1-6 eS --- Q,1 z Ja_ — • Contact Person: 44710 6 Qff Phone Number: `.a 6'-- 2-7c— Summary of Revision: ! U M Piles- (.�Rae.e.j (C. RECEIVED CITY OF TUKWI.LA 2018 PERMIT CENTER Sheet Number(s): ate pf r liioon r)- w "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit enter by: Entered in TRAKiT on 0 W.Perm, Center\Templmes1Forms\Revision Submittal Form doe Revised: August 2015 l Non -Residential Sewer 'se Certification Sewage Treatment Cap«pity Charge To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type 17005_Sotni II -of - itirar v) fry Property Street Address iukw LA- v1/4) Agool City State ZIP 4 -ton iS Q w iti3 Owner's Name 5357 S WSJ`' 4 Owner's Mailing Address 4N1A6UAIJ WA— City State 6--7— Q2 -?S Owner's Phone Number including Area Code .meg— g .9.)2 1( Property Contact Phone Number including Area Code ' (ooI ZIP 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 !1 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 !1y OI Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 1 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or vaive,1.6 GPF 6 3 5 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units I t Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units _ 20 RCE King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) City or Sewer District Date of Connection 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: Gallons/daySEP 18 2018 Residential Customer Equiva�� 1 ��`+Ei�iTER 187 gallons per day equals 1. Total Discharge (gal/day) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) A +B Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities 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. I understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that any deviation may result in a revised capacity charge. Date 11 (7/ t Signature of Owner/Representative Print Name of Owner/Representative 1 1610 6969w_nonres_sewer cap_ch8 1059.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer (Rev. 10/16) -ppm HONG'S GENERAL CONST& PLVNIBING Washington State Department of Labor & Industries Hoene Espanol Contact Safety & Health Claims & Insurance Page 1 of 2 Search L&I 1-T Index Help Daly L&1: Workplace Rights Trades & Licensing HONG'S GENERAL CONST& PLUMBING Owner or tradesperson Principals PHAN, HONG, OWNER Doing business as HONG'S GENERAL CONST& PLUMBING WA UBI No. 602 774 379 5651 S 305 ST AUBURN, WA 98001 206-227-2275 KING County Business type Individual Governing persons PHUONG H NGUYEN HONG TAN PHAN; 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. HONGSGC825B5 Effective — expiration 01/25/2018— 01/25/2020 Bond Western Surety Co Bond account no. 63599773 $12,000.00 Received by L&I Effective date 04/09/2018 04/06/2018 Expiration date Until Canceled Bond history Insurance Security National Insurance $1,000,000.00 Policy no. PCI43462500 Received by L&I Effective date 01/25/2018 01/22/2018 Expiration date 01/22/2019 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 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602774379&LIC=HONGSGC825B5&SAW= 11/15/2018 GENERAL NOTES ALL WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS AS ENFORCED BY THE CITY OF TUKWILA AND THE STATE OF WA AND THE SHOPPING CENTER OWNER. 2) PRIMARY CODE IS 2015 INTERNATIONAL BUILDING CODE INCLUDING WA. STATE AMENDMENTS. & WA. STATE ENERGY CODE 2015 3) VERIFY CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT OF ANY IRREGULARITIES. 4) A COPY OF THE APPROVED PERMIT PLANS MUST BE ON SITE AT ALL TIMES. 5) MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL WORK IS TO BE BIDDER DESIGNED AND INSTALLED ACCORDING TO THE SCOPE OF WORK SHOWN IN THIS DOCUMENT PACKAGE. PERMITS, LICENSES, FEES, ETC. SHALL BE ARRANGED FOR OR PROVIDED BY THE CONTRACTOR UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE OWNER. ALL STREETS AS WELL AS THE SHOPPING CENTER &PREMISES SHALL BE KEPT CLEAN AS A RESULT OF THIS CONSTRUCTION ACTIVITY. THE SAFETY, SECURITY AND QUIET ENJOYMENT OF THE GENERAL PUBLIC, CENTER TENANTS AS WELL AS THE EXISTING AND ADJACENT IMPROVEMENTS IS THE RESPONSIBLITY OF THE CONTRACTOR. DEBRIS AND MATERIAL NOT TO BE INCORPORATED INTO THE WORK SHALL BE REMOVED FROM THE SITE IN A RESPONSIBLE AND TIMELY MANNER. SITE SECURITY IS THE RESPONSIBILITY OF THE CONTRACTOR. 9) THE ABSENCE OF SPECIFIC DETAIL OR NOTE DOES NOT IN ITSELF CONSTITUTE GROUNDS FOR ADDITIONAL SCOPE OR COST. THE CONTRACTOR SHALL SEEK CLARIFICATION AND DIRECTION FROM THE ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DELIVER A COMPLETE PROJECT AS SUGGESTED BY THESE DOCUMENTS AND CONSTRUCT THE PROJECT IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS. 10) CONCRETE IS TO BE A MIN OF 3,000 LB MIX, POURED ON FIRM, DRY BEARING WHEN SITE TEMPERATURE WILL BE ABOVE 34 DEGREES FAHRENHEIT AND DRY DURING THE FIRST 48 HOURS OF CURING. ENSURE CONCRETE IS FULLY CURRED PRIOR TO LAYING FLOOR FINISHES. CONTACT THE ARCHITECT FOR MAX PERMITTED MOISTURE CONTENT. 11) ALL PRE -MANUFACTURED LUMBER & COMPONENTS ARE TO BE SIZED AND INSTALLED ACCORDING TO THE MANUFACTURER'S DETAILS AND CRITERIA. 12) ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, SHALL BE FIRE STOPPED PER CODE. 13) CONTRACTOR TO BE RESPONSIBLE FOR ASSEMBLY & ERECTION, FOR THE COORDINATION OF TRADES, FOR THE SITE AND FOR WORK THAT MAY PROVE DETRIMENTAL TO THE STABILITY OR WEATHERABILITY OF THE STRUCTURE. 14) PROVIDE BLOCKING / BACKING FOR GRAB BARS, CABINETS, FIXTURES AND THE LIKE. 15) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB SITE. 16) EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, AND AT ALL SUNDRY CONDITIONS OF THE BUILDING ENVELOPE AND BETWEEN TENANT SPACES SHALL BE SEALED, CAULKED, GASKETED AND/OR WEATHER-STRIPPED AGAINST SPREAD OF SMOKE AND OR FIRE, AIR LEAKAGE AND PROHIBIT ANIMAL OR INSECT INTRUSION. 17) THE CONTRACTOR HAS THE RESPONSIBLITY TO LOCATE UTILITIES, METERS AND VALVES. 18) ALL WORK SHALL BE WARRANTEED BY THE CONTRACTOR FOR ONE FULL YEAR FROM THE DATE OF SUBSTANTIAL PERFORMANCE AS SHALL BE DOCUMENTED IN WRITING BY THE ARCHITECT SUBSEQUENT TO A SITE REVIEW AFTER APPLICATION FROM THE CONTRACTOR . 19) ALL WORK IS TO BE PERFORMED TO THE CONVENTIONAL STANDARDS OF THE APPLICABLE INDUSTRY OR TRADE. 20) THE CONTRACTOR IS TO COOPERATE WITH THE OWNER, THE TENANT AND THE TENANTS SUPPLIERS AND TRADES FOR WORK THAT SHOULD BE INCORPORATED DURING THE CONTRACTOR'S SCOPE; LANDLORD SCOPE PRECEEDING TENANT IMPROVEMENT, AND SHALL COOPERATE WITH TENANT'S TRADES SHOULD THE OWNER PERMIT OVERLAP IN THE TIMELY EXECUTION OF CONTRACTS. Ti PERMIT CODE ANALYSIS: THIS T.I. IS TO REMODEL THE SPACE FORMERLY OCCUPIED BY THE MAYFLOWER CHINESE RESTAURANT (GROUP A-2) INTO THE HOT POT ROTARY RESTAURANT (GROUP A-2) THIS SPACE SHARES DEMISING WALLS WITH THE HABIT BURGER GRILL. THE BUILDING IS SPRINKLED. IBC — 2015 + WA. AMENDMENTS: TYPE OF CONSTRUCTION III—B (SPRINKLED) BUILDING AREA: 16,000 +/—SF NORTH BLDG ONLY TENANT AREA THIS PERMIT: 4,594 SF +/— (APPROX NET FROM LEASING DOCUMENTS) IBC TABLE 508.4 = NO OCCUPANCY SEPARATIONS REQUIRED BUT AS SPRINKLERED THE BLDG IS LIKELY APPROVED IN ORIG PERMIT FOR NON —SEPARATED OCCUPANCIES. OCCUPANCY: PRINCIPAL OCCUPANCY SEE SHEET T1.4 GROUP A-2 PRIMARILY FIXED SEATS EXIT WIDTH: TOTAL OCCUPANTS: 135 135 X 0.2 = 27 27 INCHES REQUIRED 180 INCHES PROVIDED DEFERRED SUBMITTALS & GENERAL CONTRACTOR / TENANT RESPONSIBILITIES FOR TENANT IMPROVEMENT ONLY: FIRE PROTECTION, FIRE ALARM, PLUMBING, MECHANICAL & ELECTRICAL WORKS ARE ISSUED AS DESIGN -BUILDS. THE TRADES ARE RESPONSIBLE FOR DESIGN, PERMITTING, & FEES. PROVIDE ENGINEERING SEALS WHERE REQUIRED BY CODE. SUCH WORK IS ONLY WHERE AND IF REQUIRED, AND IS TO BE COORDINATED WITH THE TENANT BY THE GENERAL CONTRACTOR &/OR TRADES. ALL DEFFERED PERMIT SUBMITTALS SHALL BE SUBMITTED IN THE FIRST INSTANCE TO THE TENANT'S ARCHITECT FOR REVIEW PRIOR TO SUBMITTING TO THE CITY BY THE RESPECTIVE TRADE OR GENERAL CONTRACTOR THE FIRE PROTECTION CONTRACTOR SHALL WORK WITH THE LANDLORDS NFPA 13 SYSTEM. IF ADJUSTMENTS ARE NECESSARY, ADVISE THE THE LANDLORD OR HIS AGENT OF THE WORK BEING DONE, POSSIBLY REQUIRING THE EMPLOY OF LANDLORD'S. SELECTED TRADE. FIRE PROTECTION IS SUBJECT TO DESIGN -BUILD SCOPE & REQUIREMENTS FOR DESIGN & PERMITTING. FIRE PROTECTION PERMIT DESIGN SHALL BE SIGNED & STAMPED BY A WA STATE REGISTERED PROFESSIONAL AND FOLLOW ALL LOCAL AND STATE CODES. THE ELECTRICAL DESIGN -BUILD SHALL FOLLOW THE TENANT'S NEEDS WHICH MAY NOT BE FULLY RESPRESENTED ON THESE DRAWINGS. THE ELECTRICAL TRADE SHALL STUDY LOAD REQUIREMENTS AND ADD TO OR RUN NEW FEEDER TO MAIN CENTER ELECT ROOM ACCORDINGLY. COORD WITH GC FOR INTERFACE WITH OTHER TRADES AND TENANT'S SPECIFIC NEEDS. THE MECHANICAL DESIGN -BUILD SCOPE IS SOLELY BASED ON THE NEEDS OF THE TENANT AND AT TENANT COST. MECHANICAL TRADE TO PROVIDE & INSTALL; COORD WITH GC, EXHAUST FOR KITCHEN COOKING HOOD, MAKE-UP AIR, A/C AND SUPPLY AIR THROUGHOUT THE RESTAURANT AND POINTED EXHAUST IN RESTROOMS, KITCHEN, ETC. LANDLORD SCOPE: IS PROVIDING THE SPACE TO THE TENANT ON AS AS -IS BASIS. NO WORK IS BEING PROVIDED FIRE ALARM G.C. & TRADE TO ADVISE TENANT WHAT MODIFICATIONS ARE NECESSARY. COORDINATE WITH THE LANDLORD AS USE OF LANDLORD TRADE MAY BE MANDATORY. PLUMBING SCOPE SHOULD BE SELF EVIDENT ON THE DESIGN DRAWINGS. ALL TO MEET ADA REQUIREMENTS, SELECTION AND PLACEMENT TO BE COORDINATED WITH THE TENANT, INDEED TENANT MAY SUPPLY SOME OF THE PLUMBING ARTICLES, I.E. ESPECIALLY IN THE KITCHEN & BAR, ETC. TRADE TO PROVIDE THE NECESSARY BACK -FLOW PREVENTERS AT A MAIN LOCATION OR AT EACH APPLIANCE, WHICH EVER MEETS CODE AND LOCAL PRACTICE. CONNECT ALL EQUIPMENT. COORDINATE WITH G.C. ON PLACMENT OF LINES IN CRAWL SPACE AND IN WALLS, ETC. SEAL AND CAULK WHERE NECESSARY. TRADE TO SECURE PERMIT, ETC. STRUCTURAL THE GENERAL CONTRACTOR, WHO IS ALSO THE TENANT, IS TO COORDINATE WITH THE ARCHITECT AND HIS STRUCTURAL CONSULTANT ON THE ADDITION OF ANY EQUIPMENT CAUSING A NEW SUPERIMPOSED LOAD ON ROOF OR STRUCTURED FLOOR. P? AN II'ICz • s caD [ : ado. to th. se plans v oval from the I PIannin. rye, ' ision of DCD Approve F:t Y. EI ncal L' umbing •`� -:. Piping City of Tukwila t.11L D'NG DIVISION PARCEL I: CONTACT NAMES ARCHITECT : THOMAS THOMPSON - ARCHITECT ttsquared@gmail.com 29619 15TH AVE NE STANWOOD, WA 98292 206-409-0755 CELL TENANT: REVISIONS No changes shall bo rm,)d'e to the scoop of work without pr.:,: Tukwila Buiicijr:;, NOTE: R3vi3cns will reau:r:. ,� r•,. ,� ;rlm� �r.,: and may in;;'ude additional plan r,^ , r HOT POT WORLD ROTARY RESTAURANT 17005 SOUTHCENTER PARKWAY PARKWAY VILLAGE NORTH TUKWILA, WA 98188-3314 ATTN: HONG T. PHAN & PHUONG HOANG NGY]UYEN 17005 SOUTHCENTER PARKWAY TUKWILA, WA 206-227-2275 PROPERTY OWNER & LANDLORD: KTM GROUP LLC C/O FIRST WESTERN PROPERTIES -MANAGEMENT 2940 FAIRVIEWAVENUE E. SEATTLE, WA 98102 ATTN: KEVIN MCNULTY P: (206) 686-2891 F: (206) 973-5324 GENERAL CONTRACTOR: HONG'S CONSTRUCTION HONG T. PHAN & NGUYEN PHUONG H 5651 S 305TH ST AUBURN, WA 98001 206-227-2275 TUKWILA BUSINESS LICENSE (CONSTRUCTION) BUS-0998471 UBI 602774379 SHEET LEGEND T-0.0 SITE PLAN & TITLE SHEET T-1.0 FLOOR PLAN T-1.1 EQUIPMENT LEGEND T-1.2.0 DEMO& FLOOR FINISHES T-1.2.1 MEANS OF EGRESS / OCC LOAD T-1.3 NEW WALLS T-1.3.1 RAISED FLOOR T-1.4.0 REFLECTED CEILING PLAN T-1.4.1 CEILING DETAILS T-1.4.2 CLG DTLS / LIGHTING CONTROLS T-1.4.3 ELECTRICAL SPEC T-1.5.0 PLUMBING T-1.5.0.5 INTERCEPTOR T-1.5.1 RESTROOMS T-1.6.0 MECHANICAL NOTES T-1.6.1 MECH ENERGY CODE CRITERIA T-1.6.2 MECH STANDARD DETAILS 10-03-18 10-03-18 10-03-18 09-05-18 10-03-18 10-03-18 10-03-18 09-05-18 09-05-18 09-05-18 09-05-18 10-03-18 10-03-18 09-05-18 09-05-18 09-05-18 09-05-18 LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF SOUTHCENTER PARKWAY, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WEST LINE OF SAID SUBDIVISION 510 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH ALONG SAID WEST LINE 255 FEET; THENCE EAST ON A LINE PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION TO THE INTERSECTION WITH THE WEST LINE OF SAID SOUTHCENTER PARKWAY; THENCE SOUTH ALONG SAID WEST LINE 255 FEET, MORE OR LESS, TO THE INTERSECTION WITH A LINE RUNNING EAST FROM THE POINT OF BEGINNING, PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION; THENCE WEST ALONG SAID PARALLEL LINE TO THE POINT OF BEGINNING; EXCEPT THE EAST 6 FEET THEREOF CONVEYED TO THE CII Y OF TUKWILA FOR STREET BY DEED RECORDED UNDER RECORDING NO. 6343854; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 1 BY DEEDS RECORDED UNDER RECORDING NOS. 5524600 AND 5992107. PARCEL II: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M, IN KING COUNTY, WASHINGTON, LYING WEST OF SOUTHCENTER PARKWAY, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WEST LINE OF SAID SUBDIVISION 255 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH ALONG SAID WEST LINE A DISTANCE OF 255 FEET; THENCE EAST ON A LINE PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION TO THE INTERSECTION WITH THE WEST LINE OF SAID SOUTHCENTER PARKWAY; THENCE SOUTH ALONG SAID WEST LINE A DISTANCE OF 255 FEET, MORE OR LESS, TO THE INTERSECTION WITH A LINE RUNNING EAST FROM THE POINT OF BEGINNING, PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION; THENCE WEST ALONG SAID PARALLEL LINE TO THE POINT OF BEGINNING; EXCEPT THE EAST 6 FEET THEREOF CONVEYED TO THE CI I Y OF TUKWILA FOR STREET BY DEED RECORDED UNDER RECORDING NO. 6343855; AND EXCEPT THAT PORTION THEREOF, IF ANY, CONVEYED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 1 BY DEED RECORDED UNDER RECORDING NO.5516662. PARCEL III: LOT 2 OF SHORT PLAT NO. 80-45-SS, AS RECORDED UNDER RECORDING NO. 8106040707, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 614.4cchanical Lld Elcct; rcal Plumbing i� Pininn i s a.aa• a• OWN" 0.••- p. *MOO W 3 ate• a s SPACE MIT APP .I« CC! y .w_PeriT:et i��0. 1%/011 Plan review :a;-7::z,,,.4.1 i3 subj Approval of c n� ; ` "Dn • ccc the violation -of ay ;;pia; J of approved Field Cody and c By; • Date: - -REVISIONS- ,. No ch noes -shall -be -made -to scope _.. .,...__ of k. , lc 1.w=ithoU.Ut prior _ oval of Till, '°ta`Bth?cT • ivision DOTE: Rsvicions uire a new plan submittal and may inrr . s : ° 'onal plan review fees. t to errors and cm icsiens mints does nc Euuiori:S •del. or ordinance. ccsip' ndkior13 i3 €cli;;;,v'dlodgnd _City o 1 u is BUILDING t iVISION PARKWAY PLAZA TAX LOT NUMBER 2623049070 PerO. _..._.� �8 sat Of CO ` I'U t cumeMs Shall TM .... if s t at th - - of work and shall t39 I ' N the building Offici t 0P5�� >:� I .,all � 9 #r �.� ty au ho i "� «resantativo. IELD-COF` 1:6-10 City Of -Mkt11 _°.. BUILDING DIVISI REVIEWED FOR COMPLIANCE PROV D City of Tu BUILDING DIVISION_ C SOUTHCENTER PARKWAY I CORRECTION [TR# "EC T OEF TUK ILA l CT 2 5EIVE 20 E"MIT CE EXISTING SITE PLAN 1/4"= 1t-0" architecture C E a) 0) 0 C 0 E entitlements Thomas Thompson ARCHITECT ttsquared@gmail.com cell: 206-409-0755 ph: 360-629-3985 29619 15th Avenue NE Stanwood, WA 98292 3447 THOMAS J THOMPSON STATE OF WASHINGTON Consultant Project Revisions KCC HEALTH APP 08-26-18 BP APP 09-05-18 RE -SUBMIT BPA 10-03-18 fY`>EVIEWED FOR ;ODE COMPLIANC-= APPROVED PJ V132 I Fil No 1• �Q�Tukvuila Dr 11 DIVISION Checked Date Sheet T CITY 0 ' UK "ILA 0 5 ',►18 PERMIT CENTER Ci• jotT�'��ii'! 8'x10' FREEZER ADA CLEA ACCE 8'x10' COOLER 11101111 12' HOOD-1 STOCK POTS CORRIDOR OFFICE FF LOCKERS storage shelves by tenant KITCHEN TRAFFIC \ DOOR UP 18" ORAISEDFLOOR 3'-5 1" III 0 0 11109 -'i/%:!/!%�/Ii��Qi:!/is�!/ism//.Z." 4:!//7 .44 ../7 i.'!Ii ��//7 .e 1i.i'!//i:!/i:!//i:!//Z.fair!/i 7,' '07 ...74 ,!%%!%i "....Z.." /i /.r7./i.!*/i lr/i.*li.!//i, /� Oi.!/h7 i.!% 7//i.;i!//i.!;if 7�/ii:;•. 3'-7—�" 6 6" 0 THIS DOOR IS DEEMED TO MEET CODE IN IT'S CURRENT FORM, INCLUDING CLOSER, PANIC SETS & TEMPERED GLASS. KITCHEN DOOR 3'0' X 6'8" ALECO IMPACDOR SINGLE - TWO WAY IMPACT DOOR ASSEMBLY WALL STOPS SIGN - KITCHEN AISLE - WALKWAY EXISTING EXTERIOR DOORS & FRAMES RE —FINISH TO TENANT APPROVAL ENSURE LATCHED WITH PANIC DEVICE ADA SYMBOL OF ACCESSIBILITY SIGN WHITE ON A BLUE BACKGROUND FOR RSTRM. FOLLOW ICC/ANSI 117.1-2009 TABLE 703,2.4 RESTROOM DOORS i`.." )7 17 %!l/i!>7 :''/.Ii:!//%'.� . !/!.i'!/ •y, • %i:!/i:!11i!?"46.: O;;?" .47!ri:;�i� �'' i:!%i'lOi:!%i:�/ 4 Gi WAIT STA ION & ACC® TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal...and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) 3'0' X 7'0" HOLLOW INSULATED FLUSH METAL DOOR AND WELDED FRAME 1 1/2 PAIR BRASS BALL -BEARING BUTTS W/ NON -REMOVABLE PINS TA2714-4 1/2x4 1/2-652 X NRP EXIT DEVICE 22NL-F-36" 689 x LESS CYLINDER RIM CYLINDER RC6-SC-US26D-KD LATCH GUARD 150-626 DOOR VIEWER 620 CRM CLOSER P8501-689-(PAR ARM) WEATHERSTRIPPING TO HEAD, JAMBS AND THRESHOLD SET S88D-17LF THRESHOLD W/ MAX 1/2' ADA RISE 171A-36xWS/PA DOOR SWEEP 18062CNB-36 RAIN SHIELD SILENCERS CONVEYOR °DRINK all. 0 28 U/C FRIG COU DR: TENA 36" A' BAR TOP BY TENANT @ 42" AFF WAITING 4,594 in lease FLOOR PLAN 1 /4 = 1'-0" ADA 0 CLEAR ACCESS VIEWED FO COD OMP CE APP V ° ,, D ity of Tukwila ILDING DIVISION NEW UNRATED DOORS &.FRAMES TO RESTROOMS, WAXING, MASSAGE & BREAK ROOM SC WD DOOR SPECIES & FINISH TO TENANT APPROVAL PRESSED METAL FRAME PAINTED 1 1/2 PAIR BB BUTTS TO STAFF ROOM PASSAGE SETS TO RESTROOMS & MASSAGE, WAXING PROVIDE PRIVACY SETS ALL W/LEVER HANDLES WALL OR FLOOR STOPS SILENCERS CORRECTION LTR# P4-1121 architecture 0) a) E a> rn a a a. E entitlements Thomas Thompson ARCHITECT ttsquared@gmail.com cell: 206-409-0755 ph: 360-629-3985 29619 15th Avenue NE Stanwood, WA 98292 3447 REGISTERED ARCH l` Consultant Project Revisions KCC HEALTH APP 08-26-18 BP APP 09-05-18 RE -SUBMIT BPA 10-03-18 REVIEWED FOR CODE COMPLYI.NCE--- APPROVED NOV 13 z1118 File No. DrWILDING DIVISION f Checked Date Sheet T-1.O FLOOR PLAN DOORS f;ECFJVED CITY OF TUKWILA NUV 0-7 2018 PERMIT CENTER