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Permit PG17-0118 - INNOVASIAN CUISINE - KITCHEN AND LAVATORY
INNOVASIAN CUISINE 116 ANDOVER PARK E PGI7-0118 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT 0223000060 116 ANDOVER PARK E INNOVASIAN CUISINE Permit Number: Issue Date: Permit Expires On: PG 17-0118 10/19/2017 4/17/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PIETROMONACO/PB L L C 7900 SE 28TH ST STE #310 , MERCER ISLAND, WA, 98040 BRANDIN MOODY 4129 STONE WAY N , SEATTLE, WA, 98103 Phone: (206) 633-1700 BEST PLUMBING GROUP LLC Phone: (206) 633-1700 4129 STONE WAY N , SEATTLE, WA, 98103 BESTPGL973CD Expiration Date: 2/4/2019 DESCRIPTION OF WORK: ROUGH -IN AND INSTALL DRAIN, WASTE, VENT, HOT/COLD WATER AND GAS PIPING FOR NEW KITCHEN SPACE. ROUGH -IN AND INSTALL BREAKROOM SINK AND DISHWASHER. REMOVE AND RESET (2) TOILETS AND (6) LAVATORY SINKS WITH FAUCETS AND EXISTING ROUGH -IN IN MULTIPLE LOCATIONS INCLUDES INSTALLATION OF A GREASE TRAP AND TWO 1" REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLIES (RPPAs) APOLLO MODEL No. 4A-203-A2F. Valuation. of Work: $30,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $686.94 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: Date: 10-tgi,r7 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: Lc/M/0/ /ti lw000 y Date: 10//f/7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 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: Contractor shall contact Public Works at 206 433-0179 minimum 24 hours in advance to schedule the RPPA installation inspections with Mr. Dave Stuckle, Public Works Inspector. THE REDUCED PRESSURE PRINCIPLE ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER'S SPEIFICATIONA and upon installation tested by a certified tester. Thereafter the RPPAs shall be tested annually by a certified tester bat the property owner's expense and test reports submitted to Tukwila Water Dept., 600 Minkler Blvd, Tukwila WA 98188, phone 206 4330- 1860, fax 206575-3404. 16: The grease trap shall be installed per manufacturer's specifications. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. W21 I 118 Project No. Date Application Accepted: q 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 King Co Assessor's Tax No.: Site Address: 116 Andover Park E Suite Number: Floor: Tenant Name: Innovasians PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Brandin Moody Address: 4129 Stone Way N City: Seattle State: WA Zip: 98103 Phone: (206) 633-1700 Fax: (206) 633-2202 Email: brandin.m@bestplumbing.com New Tenant: ® Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: Best Plumbing Group Address: 4129 Stone Way N City: Seattle State: WA Zip: 98103 Phone: (206) 633-1700 Fax: (206) 633-2202 Contr Reg No.: BESTPGL973CD Exp Date: 02/04/2019 Tukwila Business License No.: bus -0994415 Valuation of Project (contractor's bid price): $ 30,000 Scope of Work (please provide detailed information): Rough in and install drain, waste, vent, hot/cold water, and gas piping for new kitchen space. RaulIIto awd lns4-8ll b-er-kvcowc 8' 4'4 6/644d2Ches� R(II / veset (v) -totf +, am.tit Levu,1 swk5 kuj 6'614.ce-k Q exts4ivt-5 �ov�9k lid I(7Cz-I10c2S Building Use (per Int'] Building Code): Occupancy (per Int'] Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line \201 I Applications \Plumbing Permit Application Revised 8-9-1 I .docx Revised: August 2011 bb Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qtv Bathtub or combination bath/shower Dishwasher, domestic with independent drain 2 single head trap ,__�Shower, Urinal ttiSinks i. ` �+ Rain watcr system — per drain (inside building) 1 Grease interceptor for commercial kitchen (>750 gallon capacity) / Each additional medical gas inlets/outlets greater than 5 1�6-- Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 2. Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory SA Urinal t Water heater and/or vent 1 Repair or alteration of / water piping and/or water treatment equipment 1�6-- Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller 2. 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 SA Water closet t Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Li Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 6 Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste SA Building sewer and each trailer park sewer F 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Name: Brandin Mood HO ZED AGENT: Mailing Address: 4129 Stone Way N H:\Hpptications\Forms-Applications On Line \2011 Applications\ Plumbing Permit Application Revised 8-9-1 I.docx Raised: August 2011 bh Date: 09/20/2017 Day Telephone: (206) 240-1401 Seattle WA 98103 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number R12406 DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $686.94 PG17-0118 Address: 116 ANDOVER PARK E Apn: 0223000060 $686.94 GAS $142.16 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $80.58 PLAN CHECK FEE R000.322.103.00.00 0.00 $28.43 PLUMBING $518.36 PERMIT FEE R000.322.100.00.00 0.00 $381.54 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $103.67 TECHNOLOGY FEE $26.42 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12406 R000.322.900.04.00 0.00 $26.42 $686.94 Date Paid: Monday, September 25, 2017 Paid By: BEST PLUMBING GROUP LLC Pay Method: CHECK 24334 Printed: Monday, September 25, 2017 9:37 AM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit P6-17- c) 18 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: /h//S%61✓/9->Y i/ Type of Inspection: P1-01 44 Bi NG FINAL— Address: //4 ANDON R PSK k'. Date Called: 6K— raj kW,-%11*1 Special Instructions: Date Wanted: a. Requester: 6K ,. Phone No: Neki5L6 ani ly; Approved per applicable codes. J Corrections required prior to approval. COMMENTS: GW' /107-- 4 i 6K— raj kW,-%11*1 6K ,. /4417x Neki5L6 ani ,'RR -4 Inspector: Date: r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PG -17-011 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: /N,41y 'rf94" et)/6/'6_ Type of Inspection: AAs PiPe F./RAI- Address: //4' M' V, 'iq Milt< Date Called: Special Instructions: Date Wanted: 1-2G `18 a.mm p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: K (;"9-s PIPE Inspector: Date: —Z5 1f 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-J3670 Permit Inspection Request Line (206) 438-9350 P&17 -Gag Project: /041604-37/W eVISM E Type of Inspection: FLOP/1011V- r?WIC `I Address: //4, ii41/PaV4 PARR 0, Date Called: Special Instructions: _ Date Wanted: a.m. Requester: /ex Phone No: ,et/€4',D5' ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: MOO DAG F, Mt- .yor- A E4D0 /ex " ,et/€4',D5' �/ Inspector: .05 Date: . /—&948 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 Project: y� //V1Y6V%3, 4} evf.S�/y%Y� Type o Inspection: -/A/ Pif/Pi Address: //iC. 4�✓AW PxE Date Called: Special Instructions: 64 S RPM(6 Date Wanted: /A -V-/7 m) p.m. Requester: /37244/,00A) Phone No: 40 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: OK: Fac» 6+f iN CA -5 PrP,, Inspector: Date: //-2/-/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rib 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 f6 -17-0/f Project: histis s/oW/ Gkm/V Type of Inspection: 3"� 30 PPE)y i k—D //Ysr,t, r esar i A' Address:/�,�/ Aft dnidli /fR MeV< £ Date Called: L..,tg, Special Instructions: D6/—//y44 /D`PE Date Wanted: //) —/7 a.m� p.m. Requester:' Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: `. (1-1-1- J t--%NS" /7wN WALL. 441)57 3"� 30 PPE)y i k—D //Ysr,t, r esar i A' pRTzscot,t.) pgc v Com- 4//1 /o" ft/A.4i /ii/ ei dPiNG- 1 s(3,' 'DxfrY +iOf L..,tg, Inspector: Date:/,// REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R; 17•- 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: /4/0 y/. -Silt/ ei,smr Type of Inspection: R jLJC-/f P(1)P 48lI( - Address: y�A� 1/� lr"®O�4f� /" Q}'� . Date Called: Special Instructions: Date Wanted: , `_ 7 _/ 7 a.m. p.m. Requester: O Phone No: . � �f 16 7 ,/ ` ` -/ 33t' LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: /1717 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, lTukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: //1/4/6V45764/et/AVNE Type of Inspection: / 'b )4- p ; #ONE-- Address: //(s? /1741461/4/ "'IL" Date Called: Special Instructions: Date Wanted: /-6-J7 p� Requester: RICI-%I-RD Phone No: 40,5-76) —/330 Approved per applicable codes. laCorrections required prior to approval. COMMENTS: SWV ,'Z4 -L cotoReR /viz TlfleOvcW - ` ,E -L Inspector: Date: /'�� / 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P6-17-6118 Project: W614/67/9/11 easy/VE Type of Inspection: 6-RwAii2 /1"‹ Address: //6 ®al/eR PAO< - Date Called: Special Instructions: ALL &CAW Date Wanted: /L,. -l7 a.m. p.m. Requester: Phone No: Y05---76,1-/,.3-0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6i< - vvDtrA6--,6vf/D R-b06f Gtr i-rn-rzi aNL_y Inspector: Date: /c)-242,1„.. —2i,/� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SEPARATE PERMIT F UiRED FOR: zchanicaf Electrical -- ❑ Plumbing ❑ Gas Piping 1 Cit; of Tukwila €" DlNG DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of f t lif:lli�a Building Division. NOTE: Revis ons will requife a new plan submittal and may include additional plan review fees. FILE COPY Permit No. VGfl7 011e Plan review approval is subject to errors and omission& Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy ®and conddions Is admowfedged; City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 B 2011 we City of Tukwila BUILDING DIVISION PGr1-0118 RECEIVED SEP 2 6 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA SEP 2 5 2011 PERMIT CENTER �31 �g1 100' 'D1 20' 20' 20' 20' 20' NEW CONC PAD ON GRADE FOR FREEZER MECH 9 108 'REEZER PRE MANUFACTURED FREEZER TO INCLUDE FACTORY INSULATED FLOOR AND RAMP FOR ACCESS SHELVING NOT TO EXCEED 6 IN HEIGHT 107 WHSE OFFICE PALLET DEPTH S.S. WALL CLOSURE STRIPS (TYP) SIORAGE RACKIPG N01 TO EXCEED 6' IN I-1 IGHT 110 ELEV FOYER R PAIR CONC A T RESHOLD AS R QUIRED 0 106 WHSE 11 STAI2 R 113 HALL NEW WALLS (TYP) 105 LUNCH 14 OFFICE 116 OFFICE 118 ELECT 119 SPRINK EF PPER CABINET EW P -LAM COUNTER 2'-10" A.F.F. ISHWASHER EW DOUBLE SI1K F41 WAl L_'J MATERIALS 104 BATH INFILL WALL WITH LIKE MATERIALS 120 (ITCHEN GLASS/OPEN STOREFRONT WITH PASS THRU 102 RECEP NEW FIXED GLASS IN Al STOREFRONT PAS THRU SEESGID STAIR NEW WOOD W EXISTING OPE' TACTILE SIGNAGE (TYP EXISTING GLAZING TO REMAIN FIRST FLOOR PLAN - 5213 SQ. FT. SCALE 1/8".1'-0" AP AT ING `--EXISTING FED EX NO WORK THIS S TENANT DE (TYP) N FED EX I SPACE B 6,136 SQ.T. DEMO'D WALLS 'EXISTING WALLS 'NEW WALLS �A1 100' 20' 20' 20' 20' 20' SECOND FLOOR PLAN 11,771 SQ. FT. SCALE 1l8" =1'-0" PANEL CUBES CITY OF TUKWILA SEP 252011 PERMIT CENTER LDG ° architects linardic design group . architects 6525 15TH AVE NW #200 seattle, wa 98117 (206)283-4764 REPRESCHTcTUEREDV„, AND SHALL °REMAIN THE' VROAL Ix 9923 EDI CEO STATE OF ASTENGTON consultants: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 162011 E City of Tukwila UILDING DIVISION project title: PROPOSED PROJECT FOR: INNOVASIAN TENANT IMPROVEMENT TUKWILA, WA sheet title: FLOOR PLANS PERMIT SUBMITTAL 5-19-2017 CONSTRUCTION SET 9-5-2017 no: revisions date: Job no: draw: checked: date: 3-3-2017 sheet no: A-2.1 26' OFICE AS IS 749 SQ. FT. 220 OFFICE Ki 222 OFFICE D 221 OFFICE 198 0 FICE 219A OFFICE NEW CPT //F 'STING CPT 223 OFFICE I®� 224 I I 225 - I 226 I ' -- 21F OFFICE OFFICE 4 -8 STOR CONF H NEW WALL EXTENSION TO 2' ® �� - 'MATCH =XISTING ", (TYP) o N 1 \ �J J 217 OFFICE L � NEW ALIIMN STOREF ONT O _ I WITH T MP GLASS TYP) ® I ® 216 OFFIC tTTjT141 0 i I—t---1___- 1 �.L___i___�i OFFICE 48 228 STAIR E--� �__L__l__L__� r-] E --i E--1 _1 l__1__� L__1__� L _1 L__1__� L__L __J L 2158 OFFICE '2154 F'i____ L'r, - OFFICE - T ' NEW 2 -10 H t A.F.F. �� EXIST�NG COUNTER I I ' ROOF HATCH JAN AND SINK 1 ( 1 AND LADDER FOFICE k lk. II ® \ o o o IA6 204 t TH hSTOR Illa STOR DO O _T_ ® ,,, " 1..:: l!�L 4�� � r�� CI f TE5 ® 212 OFFICE ® ' s_ TES NEW ALUMNA O 203 HALL P STOREFRONT WITH TEMP GLASS (TYP) ,5+��, � ®� - ✓ ® CON 1 208 209 210 211 725 S0. FT. SQ. ONE EXIT REO 3 COFFEE CONF OFFICE OFFICE 12'_6" ®. III II®° e�Ev �i n ii i 1 13'-6" 19'-1" 200 STAIR DEMO'D WALLS J EXISTINIG WALLS NEW WI4LLS/CUBES r SECOND FLOOR PLAN 11,771 SQ. FT. SCALE 1l8" =1'-0" PANEL CUBES CITY OF TUKWILA SEP 252011 PERMIT CENTER LDG ° architects linardic design group . architects 6525 15TH AVE NW #200 seattle, wa 98117 (206)283-4764 REPRESCHTcTUEREDV„, AND SHALL °REMAIN THE' VROAL Ix 9923 EDI CEO STATE OF ASTENGTON consultants: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 162011 E City of Tukwila UILDING DIVISION project title: PROPOSED PROJECT FOR: INNOVASIAN TENANT IMPROVEMENT TUKWILA, WA sheet title: FLOOR PLANS PERMIT SUBMITTAL 5-19-2017 CONSTRUCTION SET 9-5-2017 no: revisions date: Job no: draw: checked: date: 3-3-2017 sheet no: A-2.1 ITEM NO. SUPPLIER t-= z = (3 DESCRIPTION 0 14 \ u 0 J) Ix w +f— o 1 m # DATE I TYPE 1WOOD 2 m 2 04/14/17 I FIRE SUPPRESSION SYSTEM 3 m condition that it is not to be copied, reproduced, or distributed either in I CONTROL PANEL 4 m © 2014 BARGREEN ELLINGSON INC. DRAWN BY: I EXHAUST FAN 5 m FOODSERVICE EQUIPMENT 1 EXHAUST DUCTWORK b m PROJECT NUMBER 3893 1 MAKE-UP AIR UNIT 1 m 1 MAKE-UP AIR DUCTWORK 8 m 1 LOT WALL FLASHING 9 m 1 b -BURNER RANGE W/ OVEN BASE 0 m 1 FRYER 11 m I WORK TABLE 12 m 1 COMBIOVEN 12J m 1 WATER FILTER 13 SPARE 14 SPARE 15 m I WORK TABLE W/ DRAWERS 16 m 1 HANDSINK W/ FAUCET 11 m 2 MICROWAVE 18 m 2 MICROWAVE SHELF 19 m 1 1 -COMP SINK 19J m 1 WALL SHELF 20 IMC:1 1 FAUCET 21 m 1 2 DOOR REACH -IN FREEZER 22 m 1 REACH -N REFRIGERATOR 23 m 1 ICE MACHINE W/ BN 23.1 m 1 WATER FILTER 24 SPARE 25 m 1 SOILED DISAT ABL E W/ SCRAP SNK 26 m 1 SLANT RACK 21 m 1 PRE -RINSE FAUCET 25 m 1 VENTLESS DISHWASHER 29 m 1 CLEAN DISHTABLE 29J m 1 SLANT RACK 30 m 1 LOT STORAGE SHELVING GENERAL NOTES I •/////////////./////////////////,1 //////././//////// ///////// FREEZER Y 5TOR4GE —PULL STATI :4 r//iii► f Iriiii/iii///, 1. IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MECHANICAL REQUIREMENTS OF ALL ITEMS SHOWN AS FUTURE, NIC, SUPPLIED BY "OTHERS", ETC., WITH THE OWNER PRIOR TO ROUGH -IN AND CONNECTION. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES TO THE BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND SIZES (LE., WALL CHANGES, WATER HEATER LOCATIONS, ELECTRICAL PANELS, ETC). 4. SUITABLE WALL BACKING AS SHOUN ON THESE PLANS AND AS REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR 5. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING AND ROOF PENETRATIONS, INCLUDING, BUT NOT LIMITED TO THOSE REQUIRED FOR: MAKE-UP AIR, CLASS II EXHAUST DUCTS, FIRE -RATED SHAFTS FOR CLASS I EXHAUST DUCTS. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 162017 City of Tukwila BUILDING DIVISION EQUIPMENT PLAN Scale: I/4"=I'-0" RECEIVED CITY OF TUKWILA SEP 2 5 2011 PERMIT CENTER 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR REFRIGERATION LINES, SYRUP, CARBON DIOXIDE GAS, BEER LINES, LIQUOR LINES, AND DATA LINES. CONDUIT SHALL BE CIRCULAR PVC EQUAL TO THE DIAMETER INDICATED ON PLANS. ALL BENDS SHALL HAVE A MINIMUM RADIUS OF TWENTY-FOUR INCHES. 1. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFT.R THE INSTALLATION OF RELATED EQUIPMENT AND FURNISHING ITEMS. 0. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISHED WALL OR FLOOR. 9. ALL UTILITY ROUGH -INS SHOWN ON THESE PLANS ARE SUBJECT TO CHANGE PENDING FINAL EQUIPMENT SELECTION AND LOCATION. 10. ALL UTILITY ROUGH -INS, FINAL CONNECTIONS, AND HOOK-UPS SHALL BE PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED SUB -CONTRACTORS IN COMPLIANCE WITH APPLICABLE NATIONAL AND LOCAL CODES. 11. SEISMIC BRACING INFORMATION, IF REQUIRED, 15 NOT INDICATED ON THESE PLANS NOR 16 IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS OTHERWISE SPECIFIED HEREIN. 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS TO ANY PUBLIC AND/OR DINING AREAS, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. I I BARGREEN ELLINGSON 6626 TACOMA MALL BLVD. Phone: (253) 475-9201 Website TACOMA, WA 98409 Fax: (253) 671-8484 www.bargreen.corr I NNOVASAI N CUISINE B&D FOODS BOISE, ID RELEASE INFORMATION # DATE 0 04/07/15 1 04/10/15 2 04/14/17 3 — This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and is not to be used in any way detrimental to the best interests of the company. © 2014 BARGREEN ELLINGSON INC. DRAWN BY: A. Savage PROJECT MANAGER J. Stratton ' SHEET TITLE: FOODSERVICE EQUIPMENT PLAN SHEET NUMBER K.1 1 OF 1 PROJECT NUMBER 3893 A Waste Floor Plan Layout //l/U////U//////////l////// 77777777Za///// EOL Clean out v Sib 1.5" \ °RE P 1 24* N i t -181x48" tt ii;if it f -t lit i--,, DISH/I 1 Y STORAGE I I 2" 29.1 28 • 1.5" 17/74,4 TRAP SEAL PRIMERS 4111 No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquidseal...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) 1.5" 1 iV///////// REVIEWED FOR ODE COMPLIANCE APPROVED OCT 16 2017 City of Tukwila BUILDING DIVISION Assumes trunk line to be ran at 1/8" per foot to establish grade to existing waste connection VIM IMMO Connect to existing sewer line CORRCTION LTR#J EQL€FMENT FL/44 )(1 rkoil Scale: 1/4":V-0" a best plumbing Service • Sewer • Showroom Date: September 21, 2017 NOTES: Drain, waste and vent layout RECEIVED OCT 11 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA OCT 1 1 2017 PERMIT CENTER #1: October 10, 2017 1 Revision Project: Innovasian 116 Andover Park E Tukwila, WA 98188 Prepared By: Brandin Moody Project Manger Page #: 1 of 1 Waste Isometric 1.5" • • • • • LIIISScil Route prep sink floor sink and floor drain through grease interceptor 25" 1.5" - •. • • It Assumes trunk line to be ran at 1/8" per foot to establish grade to existing waste connection Connect to existing sewer line REVIEWED FOR CODE COMPLIANCE APPROVED OCT 16 2017 City of Tukwila BUILDIN LV SION 4 bestpOumbng Service • Sewer • Showroom Date: September 21, 2017 NOTES: RECEIVED CITY OF TUKWILA OCT 1 1 2017 PERMIT CENTER Revision #1: October 10, 2017 Project: Innovasian 116 Andover Park E Tukwila, WA 98188 Prepared By: Brandin Moody Project Manger Page #: 1 of 1 ('4 Income Main 0.5" 1.5" ////W7//. ///////////U//./ 25 (21 SCULLERY 0.75" 0.5" 0.5" 1 To existing plumbing fixtures Rev #1: Route water through RPBA to serve dishwasher. Backflow to drain to floor sink Rev #1: Route water through RPBA to serve ice machine. Backflow to drain to floor sink Hot/Cold Water Floor Plan Layout REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1.6 2017 City of Tukwila BUILDING DIVISION EQI,IF'1ENT FLA 5ca Ie: 1/4"=V-0" sect pOurnbig Service • Sewer • Showroom Date: September 21, 2017 NOTES: Water Layout RECEIVE} CITY OF TUKWILA OCT 1 1 2017 PERMIT CENTER Revision #1: October 10, 2017 Project: Innovasian 116 Andover Park E Tukwila, WA 98188 Prepared By: Brandin Moody Project Manger Page #: 1 of 1 1.5 Hot/Cold Water Isometric 1.5 • • • . • • • • • • • • `•. • 0.75" Water Heater • • • • . ' • • • • • 0.75" 0.75" Dishwasher Rev #1: Route water through RPBA to serve dishwasher. Backflow to drain to floor sink Combi Oven Rev #1: Route water through RPBA to serve ice machine. Backflow to drain to floor sink Ice Machine Hand Sink Prep Sink REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 6 2017 City of Tukwila BUILDING DIVISION best Service • Sewer pumbng • Showroom Date: September 21, 2017 NOTES: RECEIVED CITY OF TUKWILA OCT 1 1 2017 PERMIT CENTER Revision #1: October 10, 2017 Project: Innovasian 116 Andover Park E Tukwila, WA 98188 Prepared By: Brandin Moody Project Manger Page #: 1 of 1 AUTOMATIC TRAP PRIMER VALVE 695 series Prime Perfect' SPECIFICATION Where replenishment of water in floor drain traps is required; trap primer valves shall be 1/2' FIP inlet x 1/2" MIP outlet, automatic trap primer valves which activate with a 10 PSIG pressure drop between 30-150 PSIG. Water release shall be factory set. Trap primer valve shall have large port openings and a non -corrosive brass finish. Must be UPC/IAPMO listed and ASSE certified to the ASSE 1018 standard. WORKING PRESSURE working pressure: 30-250 PSIG OPERATING PRESSURE Activates with a 10 PSIG pressure drop at 30-150 PSIG INSTALLATION Install to a convenient1/2'-11" nominal water line, nearest the traps to be served. Install in the upright, vertical position only. Item # Submitted Job Name Location Engineer Contractor PO# TAG REVIEWED FOR CODE COMPLIANCE APPROVED OCT 16 2017 trap oCity of Tukwila nPVLDING DIVISION least 6" (152.4 mm) above the grid of the floor drain or the floo• the sink or fixture which the trap serves. Install near plumbing fixtures to insure a full pressure drop of 10 PSI or more. If the trap primer is installed too far upstream in the system, the pressure drop may not be enough for activation. To help prevent sediment buildup, install a vertical loop that rises above the supply line tee. (see figure 1) Flush trap primer branch line prior to installing the trap primer. Install MIP adapter. Thread on trap primer. Install FIP union to bottom. Use PTFE tape sealant on both connections. Do not use pipe dope. Do not solder or braze directly to trap primer or fittings installed in trap primer. Water discharge is factory set—no adjustment is required on normal installations. However, for static pressures over 100 PSI, adjustments may be necessary. First loosen the nipple locknut (10, below), then turn the nipple (19, below) counter -clockwise until the trap primer starts dripping, turn the nipple clockwise 1/4 -turn, and re -tighten nipple locknut. • DIMENSIONS Inlet Outlet Diameter Length 1h" FIP 1/2' M I P 23/4" 51/4" COMPONENTS 1: Cap, brass -plated Zamac No. 3 2: Stainless steel screws 3: Diaphragm 4: Valve stem spring 5: Valve stem nut 6: Rubber valve disc 7: Valve stem guide 8: Body, brass -plated Zamac No. 3 9: Nipple seat washer 10: Nipple locknut ACCESSORIES ❑ 695-Y52 wye splitter ❑ 695-D20 two 1/4" male sweat branches o 695-D30 three 1/4" male sweat branches SiouxChief RECEIVED CITY OF TUKWILA SEP 2 5 2017 11: Vacuum breaker CENTER 12: Sediment screen 13: Diaphragm stop washer 14: Diaphragm spring retainer 15: Valve stem 16: Diaphragm spring. 17: Valve washer 18: Diaphragm adjustment nut 19: Brass nipple 695-01 i 1 695-01 li n cold water supply trap primer 641 vacuum breaker • — gravity line floor drain 2 3 4 5 6 7 8 9 10 11 figure 1 o 695-D40 four 1/4" male sweat branches o 695-D432 two 1/4" male sweat branches, two spin - closed branches 12 13 14 15 16 17 18 19 essE 1018 o 695-D432F four 1/2' FIP branches with two plugs o 695-D4325 two 1/2" female sweat branches, two spin - closed branches Sioux Chief Manufacturing Company • tel: 1-800-821-3944 • www.siouxchief.com • fax: 1-800-758-5950 12-08 GB -25 Fa. G,tee t deo' High Efficiency Grease Interceptor Technical Data Submittal I Special Precautions I Specifications RECEIVED OCT 11 2017 I Installation I Application Specific Details REVIEWED FOR CODE COMPLIANCE APPROVED TUKWILA" PUBLIC WORKS 68 I 1 cm OCT It 2011 •Tukwila DIVISION 41/4" (10.8 cm 15" (381 cm) 10s/a" (27.3 cm) SUBMITTAL 21" (53.3 cm) IVED -%r;4,•F TUKWILA OCT 112017 PERMIT CENTER STANDARD: 3" plain end inlet/outlet 1 Capacities - Liquid: 22 gal. (83 L); Grease: 75 lbs. (34 kg) (10.4 gal./39.3 L); Solids: 6.4 gal. (24 L) Light Duty, bolted, gas/water tight polyethylene covers. (450 lbs. when direct buried, 2500 lbs. when using the SR -16 Riser) OPTIONS: ❑ 2" Plain End SCH. 40 Inlet/Outlet ❑ 2" Male Thread Inlet/Outlet ❑ 3" Male Thread Inlet/Outlet ❑ Pumpout Port (Small) r1SCHIER LIFETIME GUARANTEED to.GREASE INTERCEPTORS TeleGlide Risers ❑ SR16 >2-1/8" -16" ❑ CC16 >2-1/8" -16" with Integrated Membrane Clamping Collar Kit MODEL NUMBER: GB -25 PART n: 4015 -001 -XX APPROVAL: Signature: ORRECTION , Date: ' LTR# Company: Specifying Engineer:En �_gii/'1irm:i i 1v DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE: 10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 TeI:913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: © Copyright 2016 Schier, All Rights Reserved page 1 of 6 SPECIAL PRECAUTIONS For All Schier Grease Interceptor Installations Installation Instructions Installation instructions and additional components are located inside the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed by a licensed plumber in conformance with all local codes. When Installing Interceptor Inside If your dishwashing sink(s) discharges into a floor drain/sink (drain), you must regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cap on the sink piping that discharges into the drain. See drawing below for guidance. For detailed guidance on indirect connections, go to: http✓/webtools.schierproducts.com/Technical_Data/Indirect_Connections.pdf Fernco or similar rubber flow restriction end cap Hydrostatic Slabs (or Pressure Slabs) When installed under a hydrostatic slab (slab designed to withstand upward lift, usually caused by hydrostatic pressure) interceptor must be enclosed in a watertight concrete vault. Failure to follow this guidance voids your warranty. concrete slab subject to hydrostatic pressure watertight concrete vault High Temperature Kitchen Water If water is entering the interceptor at excessive temperature (over 140° F), a drain water tempering valve (DTV) must be installed. Most state and local plumbing codes prohibit water above 140° F being discharged into the sanitary sewer. Water above 140° F will weaken or deform PVC Schedule 40 pipe, poly drainage fixtures like interceptors and erode the coating of cast iron (leading to eventual failure). Failure to follow this guidance voids your warranty. high temperature drain water effluent ( > 140° F) tempering valve (DTV) High Water Table Installations Interceptors and risers are not designed to withstand water table height in excess of the top of the unit when buried (see figure). If it is possible for this to occur, install the interceptor and risers in a water -tight concrete vault or backfill with concrete or flowable fill (wet concrete and flowable backfill should be poured in stages to avoid crushing the interceptor). At risk areas include but are not limited to tidal surge areas, floodplains and areas that receive storm water Failure to follow this guidance voids your warranty. Models GB -50, GB -75, and GB -250 that are direct buried in high water table scenarios must be installed with model AK1 anchor kit or warranty is void. max water table height for direct burial 1SCHIER LIFETIME GUARANTEED C �GREASE INTERCEPTORS MODEL NUMBER: GB -25 PART n: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road Edwardsville, KS 66111 Tel: 913-951-3300 Fax: 913-951-3399 www.schierproducts.com REV: 2 07/07/2016 ECO: Copyright 2016 Schier, All Rights Reserved page 2 of 6 4 SPECIFICATIONS NOTES 1. 3" plain end inlet/outlet 2. Unit weight -w/standard covers: 31 lbs. 3. Maximum operating temperature: 140° F continuous 4. Capacities - Liquid: 22 gal.; Grease: 75 lbs. (10.4 gal.); Solids: 6.4 gal. 5. Built-in Flow control. 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. 10.Engineered inlet and outlet diffusers are removable to inspect/clean piping. 11. Integral air relief/Anti-siphon/Sampling access. DIFFUSION FLOW TECHNOLOGY The inlet diffuser splits influent into three paths, creating laminar flow and utilizing the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief/anti-siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great BasinTM grease interceptor model # GB -25 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall he certified to ASME A112.14.3 (type C) and CSA B481.1, with field adjustable riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 25 GPM. Interceptor grease capacity shall be 75 lbs. Cover shall provide water/gas-tight seal and have minimum 450 lbs. load capacity. CERTIFIED PERFORMANCE Great Basin hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. 22-1/4" 21" 1 I� of plain end inlet and outlet 15" 9" invert Engineered inlet and outlet diffuser (see description) 27" Outlet "A" (Optional) INLET 21" Outlet "C" (Optional) 6-1/4" utlet "B" (Standard) TOP VIEW SECTION A -A OUTLET END VIEW SCHIER � LIFETIME GUARANTEED C, to. , GREASE INTERCEPTORS MODEL NUMBER: GB -25 PART n: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road l Edwardsville, KS 66111 l Tel: 913-951-3300 l Fax: 913-951-3399 I www.schierproducts.com REV: 2 07/07/2016 ECO: Copyright 2016 Schier, All Rights Reserved page 3 of 6 .4 INSTALLATION (1 of 3) WARNING! DO NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEM! Doing so may result in property damage, personal injury or death. LEAK/SEAL TESTING Cap/plug all base unit plumbing connections and remove covers. For base unit testing, fill with water to just above the highest connection. For riser system testing (if required) fill with water to finished grade level. CAUTION: Risers must be supported before filling with water to prevent tipping. Filled risers will be heavy. Inspect unit, connections and all gaskets and clamps (if applicable) for leaks. Check water level at specific time intervals per local code. GENERAL INSTALLATION INSTRUCTIONS Schier grease interceptors are rated and manufactured with an internal flow control system. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. 1. The flow control plate is installed on this unit. When the unit is installed in a low flow/ low head pressure condition (with a flow rate below 25 GPM), the flow control plate may be removed. Consult a Schier Representative before removing flow plate. 2. Set unit on level solid surface as close as possible to fixtures being served. 3. Connect outlet diffuser to the desired outlet (A,B,C). Unit is shipped with the outlet diffuser in location B and sealing caps on locations A and C. 4. Connect inlet and outlet drainage lines to unit. Mechanically couple pipes to unit. Do not solvent weld. NOTE: Do not install below a hydrostatic slab. INTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Install unit(s) as close as possible to fixtures being serviced. 2. Width and length of excavation shall be a minimum of 6" greater than the tank on all sides and depth shall be 6" deeper than tank bottom. 3. Set the tank level on a 6" deep layer of well -packed crushed aggregate material (approximately 3/4" size rock or sand with no fines) and connect waste piping per General Installation Instructions. BACKFILL 1. Preparation of sub grade per geotech recommendations. 2. Stabilize and compact sub grade to 95% proctor. 3. Fill unit with water before backfilling to stabilize unit and prevent float -out during backfilling. Secure covers and risers (if necessary) to the unit. 4. Backfill evenly around tank using crushed aggregate (approximately 3/4" size rock or sand, with no fines). Do not compact backfill around unit. FINISHED CONCRETE SLAB Slab must extend 18" minimum outside the unit footprint. Pedestrian traffic or greenspace areas: 4" Thick reinforced concrete slab required. Native soil Backfill Concrete slab Well base packed Finished grade 450 Ib. Max Load w��I�IAl �l1►1 J,j!Iirfk Flush with floor installation Riser Rebar 2500 Ib. [ Max Load } =Pit PIM II _ 1 1 Riser Installation (see page 4 for more details) EXCAVATION AND BACKFILL DETAIL TOP VIEW Concrete Slab h 18" min - 18 min L i rI i �-T1 -i- 18' min --� _rte �f"-s'�I'- v.J..O! I �+-r- , T � �i :1\\:<'1�v1 y)�O-�-t- I --1- o- >‘,1`.<6,1.1 1 ' 1 _1.,g) " / I - - _L_J.__I _xL_J_ 11%C _L--IL 18' min ELEVATION VIEW Finished grade CONCRETE SLAB DETAIL (Vehiclular Traffic Areas) SCHIER 0,A LIFETIME GUARANTEED ti. " GREASE INTERCEPTORS MODEL NUMBER: GB -25 PART #: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 I Tel: 913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: © Copyright 2016 Schier, All Rights Reserved page 4 of 6 INSTALLATION (2 of 3) TELEGLIDE RISER (16 SERIES) INSTALLATION GUIDELINES Tools needed: Silver marker (included), tape measure, and Phillips head screw driver. Jigsaw, circular saw or reciprocating saw will be needed if risers need to be cut. Riser Assembly Instructions/Steps 1. If unit is to be buried, you will need an SR16 Riser Kit (sold separately). The 16 Series TeleGlide Riser System for these models allows riser heights from 2-1/8" above standard unit up to 16". Only ONE riser may be used per base unit to allow for sufficient access to internal serviceable components. 2. If more than 16' -of riser height is needed, you will need to adjustjobsite requirements OR purchase the next available model with a 24 Series TeleGlide Riser System which allows for taller riser heights. 3. Once unit is set so that pipe connections line up with jobsite piping, remove cover from the unit. Fasten yellow gasketed SR16 Gasket Ring to unit with hardware provided in separate riser kit. Ring flange with 4 bolt notches faces down agains the unit. 4. Push riser into ring until it stops (about 1 inch). .5. Measure the distance from the top edge of the riser down to the finished floor. Make sure to account for any future tile work in your measurement. 6. Remove the riser from the ring. Take measurements from step 5 and measure from the BOTTOM of the riser upwards towards the top of the riser. Mark a line around the riser at this level and cut with a handsaw, jigsaw, or reciprocating saw. Remove debris from the cutting edge with a scraper, utility knife, or leather gloves. 7. Place the cut riser back into the ring on the unit until it stops. Fasten cover from unit onto the top of the riser with the same four bolts that were connecting it to the top of the unit. Unit is ready to be water tested and backfilled. Install finished floor. .4111111 Bolts Woe Sp SR16 — Gasket Ring SR16 Riser Kit (Sold Separately) Remove Riser Mark line and cut r Measure x• X' Riser Installation step 6 Remove Cover Install yellow Gasket Ring u 0 u MITA s Riser Installation step 3 'MOW n„a4.4xd=EikeW -ren *PIN Re -Install Cover Re -Install Riser Finished r Floor Riser Installation step 7 SCHIER .wA LIFETIME GUARANTEED %I." GREASE INTERCEPTORS MODEL NUMBER: G B-25 PART u: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE: 10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: O Copyright 2016 Schier, All Rights Reserved page 5 of 6 IIlI—'IliI j Flow y iF-a'ltl.I Must be Fully.11100111, supported RISER HEIGHT DETAILS Minimum Riser Height to Finished Floor Maximum Riser Height to Finished Floor APPLICATION SPECIFIC DETAILS Inside a Corroded Concrete Unit Recessed and Suspended Vent must terminate above the top rim of the sink Vent Stack Kitchen Floor Add this vent if unit is installed one or more floors below the fixtures being served Flow y Basement Installation with Remote Pump -out Additional Venting for Floor -Below Installations SCHIER rlSCHIER LIFETIME GUARANTEED t.GREASE INTERCEPTORS MODEL NUMBER: ' GB -25 PART n: 4015 -001 -XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 25 GPM - 22 gallon capacity DWG BY: C. O'Boyle DATE: 10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 1 Fax: 913-951-3399 I www.schierproducts.com REV: 2 07/07/2016 ECO: © Copyright 2016 Schier, All Rights Reserved page 6 of 6 /t?p0eQ0•r Valves SUBMITTAL SHEET LEAD FREE* — Model RP4A & RPLF4A— Reduced Pressure Principle Backflow Preventer - A Series - Job Name: RECEIVED Job Location: Engineer: Contractor: SFP262017 Tag: PO Number: Representative: Wholesale Distributor: TUKWILA PUBLIC WORKS SPECIFICATI The Apollo° Model RP4A and RPLF4A Lead Free* Reduced Pressure Backflow Preventer A Series provide maximum protection of the potable water supply due to back -siphonage or backpressure from substances that are hazardous to the potable water supply. The top accessed modular check valve cartridges provide captured springs, replaceable seats, and reversible silicone seat discs. This Made in America assembly features ball valve shutoffs with stainless steel handles and nuts as standard and carries the five-year Apollo' factory warranty. FEATURES • Low pressure loss documented by independent approval agencies • Easily removable modular check valve cartridge • Captured stainless steel springs • Ball valve shutoffs w/ SS handles & nuts standard • Top -mounted test cocks for easy testing • Modular relief valve • Chloramine -resistant elastomers • No special tools required • Made in the USA • Horizontal installation PERFORMANCE RATING • empe art , re RaRE Ef1uE3A D FOR CODE COMPLIANC APPRO ALS APPROVED • ASSE 101 CSA 664. OCT 16 2017 IAPMO Approve- a by the-Founda`tion f or Cross- Connecti Control and Hydraulic Research a =the,Uniwersity o guther alifomia, City o Tu wdai BUILDING DIVISION STANDARD MATERIALS LIST 'art Name Material ody, Caps Bronze C84400 or C89836 Lead Free* V Shutoffs, Test cocks Bronze C84400 or C87800 Lead Free* heck Valve Cartridges Glass -Filled PPO prings 300 Series Stainless Steel eat Discs Chloramine -resistant Silicone Q -rings Chloramine -resistant EPDM DIMENSIONS Model Number Size (in.) Dimensions (in.) Wt. (lbs.) A BCDE F 4A-203-A2F 1/2" 10-7/8 7-3/8 7-1/8 2-7/8 3-1/4 3-7/8 6.9 4A-204-A2F 3/4" 12-5/8 8-1/2 7-3/8 3-1/8 3-1/2 3-7/8 8.2 4A-205-A2F 1" 14-5/8 9-1/2 8 3-1/4 4 4 11.7 4A-206-A2F 1-1/4" 17-1/2 11-3/4 9-7/8 5-1/8 4-1/2 5-3/8 13.6 4A-207-A2F 1-1/2" 18 11-5/8 9-7/8 5-1/8 4-1/2 5-3/8 17.4 4A-208-A2F 2" 20-1/8 12-3/4 11 5-7/8 5 6 24.5 RECEIVED CITY OF TUKWILA SEP 25 2017 PERMIT CENTER & r7L0 * LEAD FREE: The wetted surfaces of this product shall contain no more than 0.25% lead by weighted average. Complies with Federal Public Law 111-380. ANSI 3rd party approved and listed. Apollo Valves, Manufactured by Conbraco Industries, Inc. 701 Matthews Mint -Hill Road, Matthews, NC 28105 USA www.apollovalves.com 1(704) 841-6000 This specification isprovided for reference only. Conbniro Industries Inc reserves the right to change any portion of this specification without notice and without incurring obligation to make such changes to Conbnico products previously or subsequently sold Please visit our website @ www.apollovalves.com for the most current information. 551381©06/14 Page 1 of 2 AALBERTS INDUSTRIES /t pO$QO•g Valves SUBMITTAL SHEET LEAD FREE* — Model RP4A & RPLF4A— Reduced Pressure Principle Backflow Preventer - A Series - FACTORY CODE 4A [XX] 2 X X XX F X Y -STRAINER SIZE SHUT-OFF VALVES OPTIONS 4A = Non -Lead Free 0 0 = None (Standard) 0 3 = 1/2" 0 A2 =w/ball valves 0 Blank = NPT 0 Blank = Standard S5 Handle 4ALF = Lead Free* 0 1= With Y -Strainer 0 4 = 3/4" (Standard) testcocks ❑ LL =Locking lever handles (1/2"- 2") (Shipped loose) 0 5 = 1" 0 A4 =w/union end 0 F = SAE 0 6= 1-1/4" ball valves testcocks 0 7= 1-1/2" 0 8 = 2" FLOW CURVES 0 Meter Rated Flow 20 8 20 F, 18 0. fp N 16 0 • 14 re fi) • 12 W FE 10 8 20 N 18 o. y 16 0 14 y • 12 y w o. 10 7.5 fps 1/2" RP4A 7.5 fps 3/4" i 3/4" v 1/2" 0 5 7,5 fps 1" 10 15 20 25 RATE OF FLOW (GPM) 7.5 fps 1 1/4" RP4A 30 35 40 1" 11/4" 0 10 20 30 40 50 60 RATE OF FLOW (GPM) 7.5 fps 1 1/2" RP4A 7.5 fps 2" 70 80 90 100 20 40 60 80 100 120 RATE OF FLOW (GPM) 140 160 180 * LEAD FREE: The wetted surfaces of this product shall contain no more than 0.25% lead by weighted average. Complies with Federal Public Law 111-380. ANSI 3rd party approved and listed. Curves developed from independent approval agencies actual tests — Consult factory for details. 0 indicates rated flow as determined by approval agencies, 7.5 ft/sec is the typical maximum Plumbing system flow rate. Apollo Valves, Manufactured by Conbraco Industries, Inc. 701 Matthews Mint -Hill Road, Matthews, NC 28105 USA www.apollovalves.com 1 (704) 841-6000 This specification is provided for reference only. Conbraco Industries Inc. reserves (he right to change any portion of this specification without notice and without incurring obligation to make such changes to Conbraco products previously or subsequently sold. Please visit our website @ www.opollovalves.com for the most current information. SS1381© 06/14 Page 2 of 2 Ai AALBERTS INDUSTRIES October 03, 2017 City of Tukwila Department of Community Development BRANDIN MOODY 4129 STONE WAY N SEATTLE, WA 98103 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0118 INNOVASIAN CUISINE - 116 ANDOVER PARK E Dear BRANDIN MOODY, 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. e 1) The 2nd page of this plumbing permit application calls for installation of 2 backflow protection devises, however location of these backflows is not shown on your plans. Please show locations of these backflows on your drawings and state what they are protecting. 2) Per Mike Cusick, Public Works Sen. Sewer Engineer, phone 206 431-2441 a grease trap shall be installed due to on site food preparation and presence of a commercial fryer. Please show grease trap location, specify the grease trap on your drawing and submit grease trap specifications. 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 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PGI7-0118 6300 Southcenter Boulevard Suite #100 ® Tukwila Washington 98188 • Phone 206-431-3670 ® Fax 206-431-3665 Joanna Spencer From: LDG <mike@Idgarchitects.com> Sent: Wednesday, June 14, 2017 8:08 AM To: Joanna Spencer Subject: Fwd: Innovasian test kitchen -Mike Baily Begin forwarded message: From: Leslie Dillon <lesliedchef@yahoo.com> Date: June 14, 2017 at 7:46:18 AM PDT To: <mike@ldgarchitects.com> Subject: Innovasian test kitchen Reply -To: Leslie Dillon <lesliedchef@yahoo.com> Mike, can you please forward this to Joanna. The email she gave me (joannaspencertukwilawa.gov) does not work. Thanks Food prepared in Innovasian T.K.: *frozen -meals -heated -in -microwave -or an-stoye toO *deepxfne&iterris;i rour_commerciallryerr(we:recycle the—oil}) *frozen items`(ohickengrolls::..);baked iri-cornmercial oven astir=fried•items-cooked-iwhome-style3wok This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com . ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0118 DATE: 10/11/17 PROJECT NAME: INNOVASIAN CUISINE SITE ADDRESS: 116 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works El Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 10/12/17 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 11/09/17 Approved Approved with Conditions n (Corrections Required ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP • PERMIT NUMBER: PG17-0118 PROJECT NAME: INNOVASIAN CUISINE SITE ADDRESS: 116 ANDOVER PARK E DATE: 09/25/17 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Cor4Z Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/26/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: S Gj1,—.5 Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/24/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /0 -3— 17 Departments issued corrections: Bldg 0 Fire 0 Ping 0 PWW— Staff Initials:VK 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through -` the nzail, fax, etc. Date: Ioltp 11' Plan Check/Permit Number: PG 17-0118 ❑ Response to Incomplete Letter # • Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Innovasian Cuisine Project Address: 116 Andover Park E Contact Person: BeAwp i N N1.00 1)--1 Phone Number: L2 0(0) 2-4C) -140 Summary of Revision: 1. SNbW REDtkCE-D PCLFSSu2F gwc.►_FLbi-u CbC44-r/WS RECEIVED CITY OF TUKWILA OCT 1 1 2017 PERMIT CENTER 2 . AbrE-,D FC.ot.ter DILA-I k) 3. 1-DDEf G2-+kF /NTE-P—CFPTD g— PER- CoNVER.s4-n a1J WITH MIKE. CUSICk" c tO/(o //1 3 -1,667,1/27 -ED ArrEg-C ?rae Sfie( FI 64-7`10&) Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on Zine\revision submittal Created: 8-13-2004 Revised: Non -Residential Sewer ''se Certification Sewage Treatment Capacity Charge VGfl.. 0 To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type /1(0 A'vot v,Cx 44-eK E4 -sr Property Street Address City State ZIP -A1tOOV4S/4k). Owner's Name Owner's Mailing Address City State ZIP Owner's Phone Number including Area Code Property Contact Phone Number including Area Code 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 L,., y 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 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 tl l ?— Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 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 0.8 RCE Ifo 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. # 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: Gallons/day5ER 2 5 2017 Residential Customer Equival • CENTER 187 gallons per day equals 1. Total Discharge (gal/day) _ RCE 187 C. Total Residential Customer Equivalents: (add A & B) A +B 0 8O 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 de 'atior,may result in a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative 13'e 4nrof4l /WORN/ 1610_6969w_nonres_sewer_cap_chg_1058.indd White — King County Yellow — Local Sewer Agency Pink — S r Date BEST PLUMBING" GROUP LLC Home Espafiol Contact Safety & Health 0 Washington State Department of Labor & Industries A -Z Index I-lelp Claims & Insurance Workplace Rights BEST PLUMBING GROUP LLC Owner or tradesperson Principals LILLENESS, WILLIAM ANDREW, MEMBER CASARETTO, DELFINA PILAR, TREASURER (End: 01/14/2011) Doing business as BEST PLUMBING GROUP LLC WA UBI No. 602 254 720 4129 STONE WAY N SEATTLE, WA 98103 206-633-1700 KING County Business type Limited Liability Company Governing persons WILLIAM LILLENESS WILLIAM ANDREW LILLENESS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. BESTPGL973CD Effective — expiration 02/04/2003— 02/04/2019 Bond ................ CBIC Bond account no. SF3262 $6,000.00 Received by L&I Effective date 12/16/2003 01/17/2004 Expiration date Until Canceled Insurance ...._......... .... AMERICAN FIRE & CAS $1,000,000.00 Policy no. bka53702262 Received by L&I Effective date 12/27/2016 01/15/2009 Expiration date 01/15/2018 Savings No savings accounts during the previous 6 year period. Page 1 of 3 My L&I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602254720&LIC=BESTPGL973CD&SAW= 10/19/2017 BEST PLUMBING GROUP LLC Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ......................................... No L&I fax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. PPEJP00825 Issue date 01/05/2017 Violation city SEATTLE Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in thestrade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Best Plumbing Group LLC, employed Mr. Phillips an expired trainee. Infraction no. PBUJD00639 Issue date 11/30/2016 Violation city SEATTLE Type of violation . PLUMBER INFRACTION Description Contractor failed to provide proper supervision as required. Infraction no. NBERU01135 Issue date 12/18/2014 Violation city SEATTLE Type of violation CONSTRUCTION INFRACTION Description Registered contactor advertising to do work without showing a current registration number. In that Best Plumbing Group LLC. did not have their contractor registration number posted on the company website while advertising to do plumbing repairs and installation. Infraction no. PPEJP00485 Issue date 12/02/2013 Violation city SEATTLE Type of violation PLUMBER INFR,=,CTION Description Contractor empiryed a person to engage in the trade of plui;;bing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. On •2/2/2013, BEST PLUMBING GROUP LLC employed Mr. Brett Colburn, an Satisfied ....................... RCW/WAC 18.106.020 Violation amount $500.00 Satisfied ........................ RCW/WAC 18.106.020 Violation amount $250.00 Satisfied .................... RCW/VVAC 18.27.100(3)RCW Violation amount $250.00 Satisfied ......................... RCW(WAC 18.106.020 Violation amount $250.00 Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602254720&LIC=BESTPGL973CD&SAW= 10/19/2017