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HomeMy WebLinkAboutPermit PG19-0035 - EMERALD CITY SMOOTHIE - PLUMBING FOR RESTROOM, KITCHEN, MOP SINK & WATER HEATEREMERALD CITY SMOOTHIE 17139 SOUTHCENTER PKWY PGI 9-0035 Parcel No: Project Name: City of T nk"°"^U Department of Community Development G3WUSwuthpenterBoulevard, Suhe#i0O Tukwila, Washington 9Q188 Phone: 206'431-3670 Inspection Request Line: 206'438'9350 Web site: http://wxmw.Tukmi|aVVA.itnx PLUMBING/GAS PIPING PERMIT 2623049071 EMERALD CITY SMOOTHIE Permit Number: PG19-0035 Issue Date: 4/29/2019 Permit Expires On: 10/26/019 Address: Contact Person; Name: Contractor: Address: License No: Address: KTMGROUP UI Z940FAIRVIEW AVE ['SEA7TiE'WA, 98102 RANDY HENDRICKSON 2l2MAR[PMANRD'WOODLAND, WA, 98674 HENDFU[K5ONPLUMBING LLC 21ZHABERK4ANRD,WOODLAND, VVA,98G74 HENDRPL962KZ ''' Expiration Date: 12/21/2820 DESCRIPTION OF WORK: PLUMBING FOR RESTROOM, KITCHEN, MOP SINK & WATER HEATER Valuation ofWork: $22,000.00 Water District: l0KWIL4 Sewer District: TUKWILA Fees Collected: $278.51 Current Codes adopted bythe City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: ized Signature: National Electrical Code: WA Cities Electrical Code: VVACZ9O'4613: WA State Energy Code: r 2017 2017 2017 2015 Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this w+ k will be complied with, whether specified herein or not. The granting of this permit does not pr state or local laws regulating cons development permit and a Signature: Print Name: give authority to violate or cancel the provisions of any other the performance of work. I am authorized to sign and obtain this nditions attached to this permit. Date: I - Z cp- 2 t 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 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWiO Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 Address: I 5d4)-111 Cp:l4cr '44 cal.',y Tenant Name: Yvl evg )d Crl -y 5 Vlido-H1 t t: PROPERTY OWNER Name: K� � G `v-/ yJl-d 1...1..6 /6 Address: 2 �(�to 6 1 „J o �'cc �• � (l -e 6. f Y 5 City: SP1f-N c State: Cvsf Zip e k7 •L CONTACT PERSON — person receiving all project communication Name: 0\\ 1� r/ [ ra/IC t je4wc Sc>'' ) Address: ,....2.4 'L br✓wl4-, L City: k jiGoAe,41. State: w /1 Zip:c�'fp71 Phone:- (co_--g02lG.'-Fax:'3(0_1225-lJ9(.7 Email: 1.4e ci JU I # Al C t King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: R' Yes ❑.. No PLUMBING CONTRACTOR INFORMATION Company Name: 4 envc (4: &;,,,,) ffv 6 fri y Address: reyeictaJ c( City: l�cjc�C�lG�ld State:. 4 Zip: qei�-7K Phone:Ago--158`02(0e Fax:-Tai - 229 -06117 Contr Reg No.: lievldrl'L 1G�R 2 Exp Date: J-2 /Zl f zd2o Tukwila Business License No.: l V ' $ 2 2/000 Valuation of Project t( (contractor's ors bid price): n /� Scope of Work (please provide detailed information): fi (fr ytas I �" '� ` "" ` ' N `�� " !c A i' G� Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures andfctr aas piping outlets being installed and the quantr elow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per dram (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmosphenc- type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet ' Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain -5 t/k K Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). 1 HEREBY CERTIFY T. ' I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERDUB HE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN O; AUT OR s AGENT: Signature: i Date: 2 - 27 19 Print Name: CDay Telephone: 798 . OZ 68 Mailing Address: w©Ca•t ct/f ateel City State Zip HAApplications\Fornts•Applications On Line\201 I Appplications\Plumbing Permit Application Revised 8-9-I 1.docx Revised: August 2011 bh Page 2 of 2 Receipt Number DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY PAID $278.51 PG19-0035 Address: 17139 SOUTHCENTER PK Y Apn: 2623049071 51 Credit Card Fee $8. Credit Card Fee R000.369.908.00.00 0.00 $8.11 PLUMBING $260.00 PERMIT FEE R000,322.100.00.00 0.00 $173.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35,00 PLAN CHECK FEE R000.322.103.00.00 0.00 $52,00 TECHNOLOGY FEE $10,40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17016 R000,322.900.04.00 0,00 $10.40 $278.51 Date Paid: Wednesday, February 27, 2019 Paid By: RANDY HENDRICKSON Pay Method: CREDIT CARD 09900D Printed: Wednesday, February 27, 2019 2:20 PM 1 of 1 c SYSTEMS CO TUKWILu ETKAKIT 6280 SOUTH[ENTE8 8LVo TUKWILA' WA 98188 200'433'1870 CITY OF TUKWZL4 Date: 82/27/2019 02:19:2I PM CREDIT CARD SALE VISA CARD NUMBER: **********1755 K T8AN AMOUNT: $278.51 APPROVAL [D: 09988D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- '•70 Permit inspection Request Line (206) 438-9350 Project: Ct Type of Inspection: Address. Date Called: Sp ciat Instructions: D to V an ed a,rr Requester: Phone No: pproved per applicable codes. MENTS: Corrections required prior to approval. Inspector: Date: REINSPECT'ION FEE REQUIRED. Prior to next inspection, fee muse, be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT MO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspects on: _'��r+ Add ress:% Date Called: Special Instructions: ate Wanted: ,rn P. . Requester: Phone No: 796 01-6,� proved per applicable codes. Corrections required prior to approval. 011tii ENTS: nspe Date: REINSPECTION FEE REQUIRE). Prior to next inspection, fee musbe paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. %V WA7TS® WD Series Tag: PDI Certified Grease Interceptor SPECIFICATION: Watts Drainage WD Series PDI Certified recessed or floor mounted epoxy coated steel grease interceptor with gasketed epoxy coated steel skid -proof cover secured with hex head center bolt(s), removable baffle assembly, deep seal trap with cleanout, external cast iron flow control fitting, and no hub (standard) connections. REVIEWED FOR CODE COMPLIANCE APPROVED SmG^N6�w, Flow Rate (Select One) 002 Suffix Description ae"rlFtea Twice 4 4 GPM 0 APR 19 2019 17 0 10GP , o ' • O ©n 15 25 GPM ❑ 20 20 GPM ❑ City of Tukwila,M 25 25 GPM 0 ' BUILDING DIVISION 35 50 GPM 35 GPM 0 Options (Select One or More) D (Length) x E (Width) Svffix Description iti B Sediment Bucket ❑ � ." -- t I C t -E Extension ❑ -FC Flange $Clamp Device 0 Heavy Duty Ib.l 1111 yA I -HD (10,000 ❑ Traffic Cover -0 Inlet $Outlet other than 0 Flow 1 Inlet Restrjctor tt sy l; - OUtlet F Standard Size SS Stainless Steel 0 -THD Threaded Connections 0 -US Buy American Compliant rll 0 w/Vent Connection "� RECEIVED CITY OF TUKWILA CORRECT. !TP►# MAR 7 0 2019 .PERMIT CENTER Flow A 8 C D E F Interceptor Catalog Number Rate Gm Grease Ca city Liss Inlet & Outlet Base to Center Top to Center Length Width Height WD-4 WD-7 WD-10 WD-15 WD-20 WD-25 WD-35 WD-50 4 7 10 15 20 25 35 50 8 14 20 30 40 50 70 100 2151) 2"(51) 2151) 2"(51) 3"(76) 3"(76) 3"(76) 4"(102) 7-3/4"(197) 8-1/2"(216) 8-1/2"(216) 10.1/21267) 11.1/2"(292) 12"(305) 14"(356) 16"(406) 3-1/4"(83) 3-1/2"(89) 3.1/2"(89) 3-1/2'(89) 3-1/2"(89) 4-1/2"(114) 5"(127) 5.1/2"(140) 16"(4061 18"(457) 21-3/41552) 221559) 24"(610) 261660) 30"(762) 32"(813k 10"(254) 13"(330) 14"(356) 15"(381) 15-3/4"(400) 16-1/2"(419) 18"(457) 22"(559) 11"(279) 121305) 12"(305) 14"(356) 15"(381) 16-1/2"(419) 19"(483) 21-1/2"(546) Job Name Contractor Job Location Contractor's P.O. No Engineer Representative Fli WATTS Droinoge reserves the right to modify or change product design or construction without prior notice and without incurring any obligation to molte similar changes and modifications to products previously or subsequently sold. See your WATTS Drainage representative for ony clarification. Dimensions are subject to manufacturing tolerances. \WATTS® Specification Drainage Products USA: 100 Watts Road, Spindale, NC, 28160-2298; TEL: 828.288-2179, TOLL -FREE: 1-800-338-2581 www.watts.com ES - SERIES USA 1304 WD SERIES TRAP PRIMER VALVES - ernes rap - mer ve Precision Plumbing Products "Spec* with Confidence - Install with Pride': 00 AND P2-500 PRESSURE DROP ACTIVATED SUBMITTAL TRAP PRIMER The P1-500 and P2-500 are adjustable to the static line pressure by use of the adjusting screw. System operating range is 20 psi minimum to 80 psi (138 to 552 kpa) maximum. The valve requires a 10 psi (70 kpa) pressure drop across the valve to activate and will deliver a metered amount of water to the floor drain. The trap Primer is to be connected to a cold water supply only. Constructed of 360 brass, EPDM E70 0-rings, Dow #7 Silicone, #60 stainless steel mesh screen, stainless steel adjustment screw. Model P1-500 will prime 1-4 floor drains using our patented DU-U Distribution unit. Model P2-500 will prime patented DU-U Distribut PROJECT SUBMITTAL Project - Contractor: Engineer: Date Submitted* Prepared By: 1- EVA vt comit COMPLIANCE APPROVED APR 1 9 2019 City of Tukwila BUILDING DIVISION www.pppinc.net FILE Model P-1 Model P-2 ?, (14113m/8m°) • "1. CORRECTION LTR# 1 1/8" (29mm) 1/2" NPT (M) FLOOR DRAIN TRAP PRIMER VALVE MODELS: P11-500 & P2-500 RECEIVED CITY OF TUKWILA MAR 2 0 2019 PERMIT CENTER Pbteit-o015 PATENT NO. 5,263,508 TRAP PRIMER VALVES P4& P2 Series Trap Primer Valve INSTALLATION REQUIREMENTS This valve is designed to be installed on 1/2" to 1 1/2" cold water line, feeding a flush valve or other open and closing valve supply line that is frequently used. Trap Primer valve makeup line to floor drain is recommended to be a minimum of 12" off the finished floor before a 90° elbow can be installed. The furthest recommended distance of makeup line is 20' to the floor drain. Trap primer make up line must have continuous slope to the floor drain (consult local code requirements). Install with a shut off valve for servicing on the inlet side and a union connection on the outlet side. The valve must be installed level. If using the distribution unit the clear plastic cover must be used. Do not subject the valve to rough in pressure test. RECOMMENDED INSTALLATION DRAWING 1 WI 3/ 4" URINAL 3- MAIN RISER T.P. F.D. 1/2 • LAV 1-1/2" BRANCH LINE RECOMMENDED INSTALLATION DRAWING 2 W C W C 3/ 4" URINAL 1/2 LAV 3" MAIN RISER T.P. MEP SUPPLY W. UP UNI 1-1 /2" BRANCH UNE jandairiej.,iiit nstuUaUonDimension Q 1/2 Drain Supply Line Minimum 1/2" Copper FLOOR DRAIN TRAP PRIMER DISTRIBUTION CHART Primer Model # of Drains Distribution Units P2-500 1 N/A P2-500 2 DU-4/DU-U P1-500 3 DU-4/DU-U P1-500 4 DU-4/DU-U Multiple Drain Installation Single Drain Installation Inlet Service Valve P2-500 Primer Valve V.B. ,44 Ports Union Connection 1/2" NPT 12 mm P1-500 Primer Valve 1/2" FNPT 12 mm Distribution Unit DU-U Minimum 1/2"copper floor drain trap make-up water line. Not supplied. Precision Plumbing Products RECEIVED Division of JL Industries, Inc CITY OF TUKWILt E E 10 E ORREiTION 802 SE 199th Ave 1)17 V40. Portland, Oregon 97233 MAR 2 0 2019 LTR# eameallmilmemommipm... T (503) 256-4010 F (503) 253-8165 www.pppinc.net R PLUMBING FIXTURE SCHEDULE PROJECT NO, 2018-14 1/7/19 9:51 suoi REFERENCE 40. DESCRIPTION DETAILED DESCRIPTION MANUFACTURER ISODEINUMBER SITE MATERIAL POEM DIRE CONNECTION SCHEDUII GENERAL NMI MOUNTING NAME WESSITE ,,I, , w FIXTURE TRIM FINISH ....92 it' z t,t A, ' A ',' , 14 , 0 ' U.S, (vow 1 Elegy and Current ElaimASHRAE/IESNA II I CSA codified and ASME tied TIP relief wk. ,,,,,,,,,,, '"'"- 'HEIGHT P I ACCESSIBLE AOA TOILET 1.11904i, Goof mant, Vdralus china. eangaled 6c51. 1.0 gpltodetnaW, tants and cow* te4100 open silo, News assist NISa. KOHLER It, .n nn,I, e ....t: .1k 1(.3SIA8 adsli 4" In 111' 31,2S VrREOISS CHINA WHITE 4 4 2 in ,,,A ' 34pstrnin. rettd 1.6 GPI mak (UPC 411.2t MOE I 41024 TOILET SEAT Elongated todetseal, polpemplenemen not KOHLER ItIE,a, •„..,ES, se, n.dtent SIonstnald IA47314.0 14 44' 18 n/4" I IVES° POLYPROPYLEAt WHITE SEA Sill, NAI NAA I tatA WiA TOILET RIM TOP Of SEPT 17 TO IT " WALLHUNG ACCESSIBLE ADA LAVATORY FainnstontA 21.114' e 18.1/8' walennandsondealeat an eartierbalhmom sink vet 4' aantersellatathates EMS %toast, 'n. t.o.!,...E,.. stAd QOM 21.1/4" 18.119' 12 1/4° VITREOUS CHINA WHITE 1 1/2 1112 NAA NIA CONCEAS WALL 34" TO RIM HANGER ACCESSIBLE ADA LAVATORY FAUCET Cataisihrtnikaralle cantonal bathroom Oldannet a P4$01Xp drain arld lit id. 47asters. SORER K.1518240RA Es1/2 6.3/11` METAL POLISHED CHOSE tatA NIA TOA 1/2 TIE Max. flow rata 0.5 gpm at 60 psi (UPC 4s,17.2,IS 120°F max, Temp, TOP OF Vat EXAM PIPING FROTEMON Tmenre'Lay Onset Untletsion Piping Covets IPS COPOPATION Ottsd-tt . . AtE,W,,, I 4443241410440 WHITE 20 2,2temar, 2e,, „a, pAIR,OINUGNO EXPOSED P a MOP SINK I . Flons Mooted Sob WU No. /682424, 24's 21` x Neap, Ale molded stone sentdat see*tad sas Mitten striver Antleaget and &An Indy. pastas ds aims Faucets nrAr Chute Old wan taunted teat Arum Preakas spout, fain/pot FIAT PRODUCTS t '''' .. - TT' :sea. 64131424 stIOP RAWOER HMG a VINYL WIPER GUARD E\71.AA • STAINLESS STEEL WALL GUARD 101414 s HOSE AR ROSE RIVET 832. AA 24 3.116^ 24 311At 22, sTIVH0: MOLDED 3 2 1 I/2 I/22 , f : - 1 ,..., f -A, , FLOOR FRP ON WALLS WALL MOUNTED FAECET est in andel and pale heal CHICAGOFAUCETS "tEOntiSts.SICartsudelsattatin APACE METAL ROUGE CHROME n I , „ , : 36" A.E,F. TO CENTER WALL TINE OF VALVE BODY P 4 °KERMA WATER HEATER 414074034341101 STORAGE Comedel elentde stamp watesneetetrath Wain pen. IKE*, I phase, 60 esda AC. PROVIDE DOMESTIC 04214243604440464. A.O. SMITH „SAM ,.asts,,,,,E. asne, . tents 03402 24tla2 20411° EON COMPLY WITH WSEC SE. AK MIN. PERFORMANCE PER MEC TABLE C404,2, 0.97. OM 132,V, EF TEST PER DOE 10CFR Pant 430, COMPLY wrol NOTES 7 Pd, SIESPEC WOW: PER NOTE 3 P S Nor Win, wall nielsel Wu strainer, do cantina, FLOOR ORRIN nods. Ruling nob!, acnostatO eltnEer heed and Esp prinersannedon. IR SMITH o40P41.f.......,IP41,satat040Lt,Adt,EnEedAdn,ss. 2010346/O7E OR EQUAL 2 2 I 1/2 NOTE D. TRAP PIM FLUSH FLOOR P 6 RooR sm 8 loci. kw SA, titUr Nam by at deep sieh la Adel beenea Dm2i grate, tsistag sin enal plashed team dome Onto strainer, JR SO ,LL:11:. .,.... , 712,- ::,.L,4,-,. 11100.I23040E3OR EQUAL 8.112" 12' 6° 2 2 2 TRAP PRIMER FLUSH flOOR P 1 MIXING VALVE 1 LEONARD Unsafe Model No.1.1426 ERE NOTE S P a Dinneen lIntedoCastAwn wal donut ad tlearnAnt INTERIOR CUNT Ain and adatedanle round top, AR L... asts,TLET;Al LUNE AS REQUIRED CAST IRON ()URA COATED CAST IRON WILL I FLOOR PER CODE P 9 WASHING MACHINE VALVE, DMIN, WITH HAMMER ARRESTERS 5WAIL BOX. IPS CORPORATION teEws.AIIIISIZA WOW 10 06 42316' Mar ERASES 2 2 11/2 112 32 WALL PER CODE, 23" MIN., SAT MAX. P 10 GREASE INTERCEPTOR Recessed or dosemsoled posy noted nisei pees interceptor swin gasketed spews coated 30104m! over sewed salle hes head tenter bonds), tamable En& aseently, deep sot Eap vane &anal externalneet ton nowernedfating. ard no nab istantwIteannedEtn. %NMI@ 50901 greasmpacits 1000. 4' INLET AO DIMET WATTS J 30,d41I12.3041 1450 22 32" 21 \ T/2" STER, EPDXY COATED 4Rge,P CAPACITAAt flit GE THREE COTATARTMENT SINK REFER TO FOOD SERVICE EQOPetitft SCHEDULE APR19204 CONNECT DRAIN t INDIRECTLY THROUGH GREASE INTERCEATOR PIO PS 2 WAIL MOUNTED HAND SINK REFER TO FOOD SERVICE EQUIPMENT SCHEDULE / \rvi `9\ '7"." GREASE INTERCEPTOR CALCULATIONS Folk WasfenOnke P6 ons Ogaden the open,/ afthe Ank imble ins* tmeasteements of one nempetnant,, aw,lenanplosa, toot by nee notes et nonspmments: als-st.„ DEMSEORAINING THROUGH GREASE INTERCEPTOR LENGTH X DEPTH X MOTH CUBIC INCHES 3,00MPAR14E8T SINK 16tx20'sletX3 COKARTMENTS 13410CE In, 11AL vOLUNE atnIC ROES TOlk GPSI CUBIC INCHES 13440U. dams tns upends te.Total Elk inks topless ow 232 minute (GPM), S9 GPM AnIsONSICTstAI DRAINAGE LOAD 104303 ACTI)tAl FLOW RITE CAPACITY FORM° tiltanTE PERIOD GPM / I' AnIGAP PER UPC GREASE TT \nss ROW RATE CAPACITY P6 FLOORS:INK SLOPE I/ 4" t Altana IOU , }COMPARTMENT SINK PlUIRNG DIAGRAM SCALE 7/4' IAD" TRAP aRlaiR - PIRA, 46/10 fetd,snlanament (deplacement takes into considetan the actual useable Maas et nentdAwt, Cenrteranteass traps ars sdet eaonenn Windlass ;naming h gabs po rninute(GM, Atiatd thts ',man door/tele the trepI eandway. This rated anew, in poundS, Cate at twine ths nets rale. For ersenns, Yrin \ n.014,1114;4, 44 GPM s 2 s SIGN al pounds *NEM LTR# RECEIVED CITY OF TUKWILA sins NWIES City ofTuIia BUILDING DIVISION OC NIS Wash. State tkuntinten3,411.1YeaterCosonews.Waterdanets End hatte airno montane, not lo exceed 1.6 gains t6.0 Lt waterperfAsh aceonlanes SME A112.1n.DCSA Bat. watereanst Eat operates on a tonthuous Rower nemesis lush IasOen nettled. z 3 POEMS Wash. Stala Amendments. III Laura of Post Deanne Pot teal PATIde staIed loaning nes, IT* mons containal tan (2) or ors water dews or a continaans of ane se, mho tit mut molts a Owellind sot The nonesSaa slaps !AAA Ihe dont draSts. It Levant watra onnewElhadises and numn landty iscRes tnularanty Aetna Ottadmns. UPC MS NW. Stale Amendments:50E2 Seiarnigrotietans. &tern/eters Oa te Pelmet or Op* le east EnaionIal dapIenenoldue eadaqueSe View Strapping shah et pins *SIR apperonatit and htreneStied etas regal dinserainns.At realms pent, a distance otnet less Ihan tut ySindses f102 Ann shel Pe mantlaised hern Encennot to the strappws. 4 UPC 2ED21 Svelte ladlies.Whera pternbing tuttutes are manna sepals Weiss Ina Ea ensededier each Rs. Emplane 1. Separate tasks shall not as tetieW fat &dog unds end steepEs unas. 2. Sepatale !nibs sbal not be sequined Ss stmEnr,ss tonantspnes wen a IntatomPent Ead, kIntlinE enssiosees and euslarners. al IS or Ass. T.Sepadate *Ws Alan eca ne requited St rnersantimpande setan Ine maternal etenepantlaed is tan Case 4.Separate lass shall net Pe mat in dementia* wed foreninktn otdEAn with a total award load, SAWN both ernpluteneand Alston, ot En °Hew Asada Meng Vette PIE al al Incesans mete water Oman a quad to be connoted et Had Stwen Motets, Wan math toad setersapan hat nun AnternEse, and gtraanaIs 6 es athentase wited by Inlamatnnai Plonst9 Cone, orianarasnatlialien.Snalt ettedetle toned preaanticated ons. MSC SERIES SOO THROUGH2000 orating HOT WATER PIPING INSULATED PER MEC SEC. 404.E. d TILDE C404.1.1,FErnbas issuiadsr AISASJAckat. 30 75 30 CC Paul Frri3 kitxtre 10E151014n 24640410440044044412 Tellanore 42516S6I42 46444461604440444484 IngqiittrWircl itrive.,r; REGISTERED ARCATTECT Q.) c?5, 0 07 Pm2'C >)Q u . 'Om; 11 L LIJ 000Inje 13 14$ PUNBING FIXTURE SCHEME 73 444 40 1+07 7423 11'9 23/ (12 12 0 SUED FOR ROM PEW SUBMITTAL Rum Owe 3/14/II PrOject O. 201E44 Shea A7,3 . _ 12, WATER HEATER SHALL ES INSTALLED ON A INCOMPRESSIBLE INSULATED SURFACE MYNA MMMUMTEERAIRESISTANCE DF RAO PERWSEC SEC 404 3C09yrght201E Plahanks Artisans Product Description: Recommended for sanitary installations. ARE floor sinks (body) with a white acid resistant enamel interior and anti -splash dome strainer. less flange. Features and Benefits: • Porcelain enamel, acid resistant, coated cast iron body and grate • Available with or Tess flange • Suitable for sanitary areas • Grates available in full, 1/2 and 3/4 variatiors _ • Body includes anti -splash dome strainer k ' 1713 jI L.. 12• 7771t;14' 9 1f2^ — Less Flange With Flange Series 320-340 TAG Acid Resistant Enamel (ARE) Floor Sinks, Series 320-345 REVIEVVtp FOR rlOoliS'Ant APR APR 19 2019 City of Tukwila BUILDING DIVISION Series 320-10 or Series 325-345 series Number Description Outlet Size Outlet Type B C O 320-Y02 12" Square Body Less Flange, 6" deep 2" No -Hub - 6" GZ3 320-Y03 12" Square Body Less Flange, 6" deep 3" No -Hub - 6" C:=3320-Y04 12" Square Body Less Flange, 6" deep 4" No -Hub - 6" CI 12" Square Body Less Flange, 8" deep 2" No -Hub - 8" 0 330-Y03 12" Square Body Less Flange, 8" deep 3" No -Hub - O 330-Y04 12" Square Body Less Flange, 8" deep 4" No -Hub - 8" 8" O 340-Y02 12" Square Body Less Flange, 10" deep 2" No -Hub - 10" CI 1=1 340-Y04 12" Square Body Less Flange, 10" deep 3" No -Hub - 10" 12" Square Body Less Flange, 10" deep 4" No -Hub - 10" © 325-Y02 12" Square Body with Flange, 6" deep 2" No -Hub 4-1/8" 6-1/2" r-'-1325-Y03 12" Square Body with Flange, 6" deep 3" No -Hub 4-1/8" 6-1/2" O 325-Y04 12" Square Body with Flange, 6" deep 4" No -Hub 4-1/8" O 335-Y02 12" Square Body with Flange, 8" deep 2" No -Hub 6-1/8" 6-1/2" 8-1/2" CI 335-Y03 12" Square Body with Flange, 8" deep 3" No -Hub 6-1/8" 8-1/2" I-1 335-Y04 12" Square Body with Flange, 8" deep 4" No -Hub 6-1/8" 8-1/2" 345-Y02 12" Square Body with Flange, 10" deep 2" No -Hub 8-1/8" 10-1/2" C3 345-Y03 12" Square Body with Flange, 10" deep 3" No -Hub 8-1/8" 10-1/2" C.=] 345-Y04 12" Square Body with Flange, 10" deep 4" No -Hub 8-1/8" 10-1/2" Series Number Available Grates O 320-10 Floor Sink (one piece) ARE Grate, full RECEIVED CITY OF TU K W I LA O 320-11 Floor Sink (two piece) ARE Grate, 1/2 O 320-12 Floor Sink (one piece) ARE Grate, 1/2 n i 320-13 Floor Sink (one piece) ARE Grate, 3/4 ............... NOTE: Dimensional data is subject to manufacturing tolerances and change without notice. O SMITH CORRECT) TR# A Product of: JAY SMITH MFG. CO: ••, LIGHT COMMERCIAL www.jrsmith.com mc. ft 2 0 2019 Pb ERMIT CENTER • Series 320-345 SPM 1013 11/14 © WARNING: Cancer and Reproductive Harm • www.1.65Waminga.ea.gov City of Tukwila Department of Community Development March 26, 2019 RANDY HENDRICKSON 212 HABERMAN RD WOODLAND, WA 98674 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG19-0035 EMERALD CITY SMOOTHIE - 17139 SOUTHCENTER PKWY Dear RANDY HENDRICKSON, 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 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 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) Response to review memo 1, 2, & 3 have been satisfied, however #4 is not complete. A plumbing floor plan shall be provided with plumbing permit. Plans shall be to a scale legible for review, reduced size sheets shall not be accepted. Isometric and plan views shall be on the plans for DWV and supply plumbing with all plumbing fixtures and elements identified. The grease interceptor shall be clearly shown on the plan, model/size identified and in a location that is easily accessible for maintenance; Elevation view may be required. Provide plumbing plans professional drawn as requested. [4. Floor plans shall be a neatly drawn to scale on a minimum size 11x17 sheets. Refer to the plumbing check list for additional permit submittal requirements.] Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 l \ Sincerely, r Kandace Nichols Permit Technician File No. PG I9-6©35 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Paul Franks Architecture 19005 NE 151st Street Woodinville, Washington 98072 T 425.785-8780 E-Mail paulfranksfrontier.com Website www.Daulfranksarchitecture.com Thursday, March 14, 2019 Jazzel Salzar Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, suite #100 Tukwila, WA 98188 RE: Plan Check No. PG19-0035 Emerald City Smoothie 17139 Southcenter Parkway REVISION SUBMITTAL NO. 1 Dear Mr. Salzar, I offer the following replies to your correction letter no. 1: RECEIVED CITY OF TUKWILA MAR 2 0 209 PERMIT CENTER CORRECTION 1. Plan Submittal: Minimum size 11" x 17" or a preferable maximum size of 24" x 36". All sheets shall be the same size. a. All drawings submitted met the requirements. No changes are necessary. 2. Stamps and Signatures. a. All drawings submitted bear the license stamp of Paul E. Franks, Washington Architect no. 5182. No changes are necessary. 3. Drain detail from the 3-compartment sink with specifications for the drain piping into the floor sink. P(714 oar a. Indirect drain per A7.3. Item FS 1 Three Compartment Sink, Notes: "Connect drain indirectly through grease interceptor P10" Capacity is 100#. b. Materials per UPC Table 7-1 for above ground Drain, Waste, Vent Pipe and Fittings. c. Grease interceptor per A7.3. Item P10. Watts #WD-50. Sizing per A73 'Grease Interceptor Calculations". d. Indirect waste connection per UPC 801.1; 1" minimum air gap. Refer drawing 1/A7.3 for "3-Compartment Sink Plumbing Diagram" as required. 4. Provide specification for the floor sink and provided with a trap primer with manufacturer's specifications for the trap primer. a. Contractor submittal for JR Smith Sanitary Floor Sink #320-Y03 with 320-12 grate. Trap primer Precision Plumbing Products #P1-500 Pressure Drop Activated Trap Primer. Submittal sheets are attached hereto. 5. Specify what the sink shall be used for. Provide specification and sizing for grease trap per UPC 1015.0. a. The use is as specified on A7.3 'Grease Interceptor Calculations" "For Pot Washing". b. Grease interceptor per A7.3. Item P10. Watts #WD-50. Sizing per A73 'Grease Interceptor Calculations". 6. Floor plans drawn to scale. a. All plans submitted have been drawing to scale. Sincerely, Paul E. Franks NCARB Certified Principal Architect Project No. 2018-14 CC: Randy Henderson Rick McNeil ATTACHEMENTS: 1. 2018-14 A7.3 Plumbing Fixture Schedule REV1 2. PG19-0035 Revision Submittal 3/14/19 3. JR Smith Sanitary Floor Sink #320-Y03 4. P-11 GREASE INTERCEPTOR watts WD50 5. Precision Plumbing Products #P1-500 Page 2 of 3 r \ 'i City of Tukwila Department of Community Development March 05, 2019 RANDY HENDRICKSON 212 HABERMAN RD WOODLAND, WA 98674 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 19-0035 EMERALD CITY SMOOTHIE - 17139 SOUTHCENTER PKWY Dear RANDY HENDRICKSON, 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 SUBMI I I ALS: (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 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. Provide a detail for the drain system from the 3-compartment sink with specifications for drain pipe draining into the floor sink. 2. Provide specifications for the floor sink and provided with a trap primer with manufactures specifications for the trap primer. 3. Specify what the sink shall be used for. Typically, a grease trap shall be installed to prevent products containing any fats, oils or grease from discharging into the sanitary sewer. Include manufactures specifications, sizing and installation details if applicable. (UPC 1015.0) 4. Floor plans shall be a neatly drawn to scale on a minimum size 11x17 sheets. Refer to the plumbing check list for additional permit submittal requirements. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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. 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 . Jazzel Salzar Permit Technician File No. PGI9-0035 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 P 'MT COORD COp PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0035 DATE: 04/11/19 PROJECT NAME: EMERALD CITY SMOOTHIE SITE ADDRESS: 17139 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Le Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 14 POO/ Bui ding Division Public Works 16 Fire Prevention Structural E r Planning Division Permit Coordinator LI n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved LJ Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues DUE DATE: 05/14/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire El Ping 0 PW 0 Staff Initials: 12/IB/2013 7 \- Patir coon or PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0035 DATE: 03/20/19 PROJECT NAME: EMERALD CITY SMOOTHIE SITE ADDRESS: 17139 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: krCirXI le 7 Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/21/19 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: 04/18/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 5 Fire El Ping PW Staff Initials: 12/18/2013 )JERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0035 DATE: 02/27/19 PROJECT NAME: EMERALD CITY SMOOTHIE SITE ADDRESS: 17139 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division III PM NA - Public Works Fire Prevention Structural Planning Division Permit CoordinAtor n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/28/19 Structural Review Required REVIEWER'S INITIALS: DATE: 11.0•11•1k. APPROVALS OR CORRECTIONS: DUE DATE: 03/28/19 Approved Corrections Required n Approved with Conditions Ti Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping D PW Staff initials: (11 12/18/2013 ( City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov RECEIVED CITY OF TUKWILA APR 1 1 2019 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: LI 2 Plan Check/Permit Number: PG19-0035 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: EMERALD CITY SMOOTHIE Project Address: 17139 SOUTHCENTER PKWY Contact Person: G2d I 144 J4C(CS Phone Number: Summary of Revision: g of o -3 b0 - 7 era 0 69 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [1( Entered in TRAKiT on Yfi'lfi WAPermit Center (Rachelle)\FormsTermit Center Documents (Word)\Revision Submittal Form doc Revised: August 2015 / `i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 1100 Tukwila, Washington 98188 ?hone: 206-431-3670 Web site: h►P v✓w,T'ukwilaWAaov f • REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/14/19 Plan Cbeck/Permit Number: PG19-0035 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: EMERALD CITY SMOOTHIE Project Address: 17139 SOUTH CENTER PKWY Contact Person: Pcivl6yLrdfikc(c) Summary of Revision: Phone Number: Refer to the attached letter from Paul Franks Architecture dated 3/14/19. Refer to revised drawing A7.3 z 0 zwi, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: IN —Entered in TRAKiT on W:%Mmit Cam (R+th:141% u emit Coma Doan t (Word)1Revuion Submit Fanb.doc Revi+ed August 201S HENDRICKSON PLUMBING LLC, I loine (mut act Search L&I Page 1 of 2 Safety & Health Claims & Insurance Washington State Department of Labor & Industries Index My 110 Workplace Rights Trades & Licensing HENDRICKSON PLUMBING LLC Owner or tradesperson Principals HENDRICKSON, RANDAL WILLIAM, PARTNER/MEMBER HENDRICKSON, JAMI ELAINE, PARTNER/MEMBER Doing business as HENDRICKSON PLUMBING LLC WA UBI No. 602 438 263 212 HABERMAN RD WOODLAND, WA 98674 360-225-5087 COWLITZ County Business type Limited Liability Company Governing persons JAMI E HENDRICKSON RANDALL W HENDRICKSON; 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. HENDRPL962RZ Effective — expiration 12/21/2004— 12/21/2020 Bond CBIC Bond account no. PD2539 $6,000.00 Received by L&I Effective date 12/21/2004 12/07/2004 Expiration date Until Canceled Insurance Ohio Security Ins Co Policy no. BKS58598053 $1,000,000.00 Received by L&I Effective date 06119/2018 07/0112018 Expiration date 07/01/2019 Insurance history Savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UB1-602438263&LIC=HENDRPL962RZ&SAW= 4/29/2019 HENDRICKSON PLUMBING LLC No savings accounts during the previous 6 y' 'eriod. Lawsuits against the bond or savings Page 2 of 2 No lawsuits against the bond or savings accounts during the previous 6 year period. L8.1 Tax debts No L8,1 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. PRUSU00607 Issue date 11/16/2017 Violation city WOODLAND Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Satisfied RCWIWAC 18.106.020 Violation amount 5500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workerscomp premiums. L&I Account ID 953,849-01 Doing business as HENDRICKSON PLUMBING LLC Estimated workers reported Quarter 4 of Year 2018 "1 to 3 Workers" L&I account contact T4 / SYDNEY RAVES (360)902-4659 - Email: RAVS235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period, Washington Stale Dept. of Labor 6. Industries. Use of this site is subject to the laws of the state of Washington. Help us improve hups://secureAni.wa.goviverify/Detail.aspx?UBI=602438263&LIC=HENDRPL962RZ&SAW= 4/29/2019 REFER TO FULL PLUMBING FIXTURE SCHEDULE ON DRAWING A7.3 PLUMBING FIXTURE SCHEDULE PLAN REFERENCE NO. DESCRIPTION DETAILED DESCRIPTION P 1 ACCESSIBLE ADA TOILET Two-piece, floor mount, Vitreous china, elongated bowl, 1.0 gpf, toilet bowl, tank and cover, trip lever on open side. Pressure assist flush. TOILET SEAT Elongated toilet seat, polyproplene, open front P 2 WALLHUNG ACCESSIBLE ADA LAVATORY Kingston TM 21-1/4" x 18-1/8" wall-mount/concealed arm carrier bathroom sink with 4" centerset faucet holes ACCESSIBLE ADA LAVATORY FAUCET Coralais® single -handle centerset bathroom sink faucet with plastic pop-up drain and lift rod. 4" centers. EXPOSE PIPING PROTECTION Truebro® Lay Guard® 2 Undersink Piping Covers P 3 MOP SINK Floor Mounted Service Sink Fiat No. MSB2424, 24" x 24" x 10" deep, white molded stone with combination stainless steel dome strainer /lint basket and drain body, provide with Chicago Faucets 897- RCF Chrome plated wall mounted faucet with vacuum breaker spout, wall support, hose in outlet, and pale hook. WALL MOUNTED FAUCET P 4 COMMERCIAL WATER HEATER -ELECTRIC 50 GALLON STORAGE Commercial electric storage waterheater with drain pan. 12kW,240v, 1 phase, 60 cycle AC. PROVIDE DOMESTIC CIRCULATING IN -LINE PUMP. P 5 FLOOR DRAIN Floor Drain, with nickel bronze strainer, duco cast iron body, flashing collar, adjustable strainer head and trap primer connection. P 6 FLOOR SINK & INDIRECT DRAIN Floor Sink, 8-1/2" square by 6" deep with '/2 nickel bronze grate, flashing clap and polished aluminum dome bottom strainer. P 7 MIXING VALVE P 8 INTERIOR CLEANOUT Cleanout: (Interior) Cast-iron wall cleanout, with clean -out plug and adjustable round top. P 9 WASHING MACHINE VALVE, DRAIN, WITH HAMMER ARRESTERS & WALL BOX. P 10 GREASE INTERCEPTOR Recessed or floor mounted epoxy coated steel grease interceptor with gasketed epoxy coated steel skid -proof cover secured with hex head center bolt(s), removable baffle assembly, deep seal trap with cleanout, extemal cast iron flow control fitting, and no hub (standard) connections. flow rate 50 gpm, grease capacity 100#. 4" INLET AND OUTLET FS 1 THREE COMPARTMENT SINK REFER TO FOOD SERVICE EQUIPMENT SCHEDULE FS 2 WALL MOUNTED HAND SINK REFER TO FOOD SERVICE EQUIPMENT SCHEDULE PLUMBING PIPING LEGEND W —EX-W— CW W WASTE (BELOW FLOOR OR GRADE) EX-W EXISTING WASTE (BELOW FLOOR) DD D DRAIN V VENT CW COLD WATER EX-CW EXISTING COLD WATER HW HOT WATER ELBOW UP J ELBOW DOWN TEE —EX CW- -HW SHUT-OFF VALVE 9 2"V NN° 9-2"D-IJ 0 I � 2"V UP -. I 2"V UP 1-1 2"V - > 20 2"DP' 2"V 0 I 4" EX-D 1" CW TAP 4 STORAGE 3"V THRU ROOF - 2"V- - -r - - - 2"D 4"C.O. ♦ 10 ♦ ♦ r � 4"D- 2"V PLUMBING DWV FLOOR PLAN SCALE: 1/4" = P4 c3 LOCATION AS REQUIRED 2 PUBLIC/EMPLOYEE TOILET ROOM 2"V 2"V UP (P5)- CP 2 EXISTING ADJACENT TENANT SPACE "INDIAN CURRY PALACE" OCCUPANCY GROUP A-2 --1"CW---►} 0 1/2" HW 1/2" CW 3/4" HW Ott—► _3/4" CW - 1/2" HW 1/2" CW t'- 1/2" CW 1/2" HW I _oIol 1/2" CW) Ss Ss IN 41 NiNs I _ I " U 1/2" CW ` t v IUN M +i -EX-CW MAIN. ICE MAKER a 3/4" HW - - 3/4" CW J 1 /2" HW V 1 /2" CW 1/2" HW 1/2" CW 3 FOOD PREPARATION CP 6) ICE MACHINE INDIRECT DRAIN (FS 2) �P 6) SINK INDIRECT DRAIN ( 1 RETAIL MERCHANDISE SALES PLUMBING WATER SUPPLY (2) FLOOR PLAN SCALE: 1 /4" = 1'-0" 0 2 4 6 8 10 L 11 11 J GRAPHIC SCALE 1 /4 = 1'-0" FS1) 6 ORDER PREPARATION FIL Permit No. Plan review approv is ublect to errors ano omissions Approve c• struction documents does not authorize the viol. on of any adopted code or ordinance ' ce • of approved Field Copy and ons Is acknowledged: 8y. Date: - Z- Q - ?_o` City of Tukwila BUILDING DIVISION EXISTING ADJACENT TENANT SPACE "REDWING SHOES" OCCUPANCY GROUP M SEPARATE PERMIT REQUIREb FOR: Mechanical Electrical ❑/Plumbing G� Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope f work without prior approval of the Tukwila Building Division. NO E. Revrslons will require a new plan submittal and may include additional plan review. NORTH PROPOSED TENANT SPACE 1,397 SQ. FT. OCCUPANCY GROUP B <50 OCCUPANTS PER IBC 303.1.1 CORRECTION LTR# RECEIVED) CITY OF TUKWILA APR 11 2019 PERMIT CENTER Paul Franks Architecture 19005 NE 151st Street Woodinville, Washington 98072 Telephone 425.785.8780 E-Mail paulfranks@frontier.com www.paulfranksarchitecture.com 5182 I REGISTERED ARCHITECT PAUL EVAN FRANKS STATE OF WASHINGTON W ■ CO CO r— CO C5i as 0 (/) CCi BUL Alliance, LLC, a Washington limited liability company dba Emerald City Smoothie PLUMBING FLOOR PLAN REVIEWED FOR CODE COMPLIANCE APPROVED PR 19 2019 City of Tukwila BUILDING DIVISION Revisions Date 4/4/19 Project No. 2018-14 Sheet P1 © Copyright 2018 Paul Franks Architecture