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Home My WebLink AboutPermit PG14-0012 - VIETNAMESE MARTYRS PARISH - NEW KITCHENCHURCH OF THE VIETNAMESE MARTYRS 6841 S 180 ST PG14-0012 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.gov PLUMBING/GAS PIPING PERMIT 3623049087 6841 S 180 ST CHURCH OF THE VIETNAMESE MARTY Permit Number: PG14-0012 Issue Date: 4/22/2014 Permit Expires On: 10/19/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ARCHDIOCESE OF SEATTLE 710 9TH AVE C/O LAURA TOEPFER, SEATTLE, WA, 98104 DANIEL NGUYEN PO BOX 18496 , SEATTLE, WA, 98118 STAR PLUMBING & MECHANICAL 1923 17 AV S , SEATTLE, WA, 98144 STARPM*994NW Phone: (206) 369-1061 Phone: (206) 719-7546 Expiration Date: 10/1/2015 DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW KITCHEN IN EXISTING CHURCH BUILDING Valuation of Work: $50,000.00 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Fees Collected: $527.94 Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 Permit Center Authorized Signature: 1iip..AN International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Date: L —) `t\ 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: fN V u J Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Outside grease interceptor shall be approved and installed under Building Permit no. D14-0048 and not as part of this Plumbing Permit. 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 TUKW ' Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas .'ermit No. rot H-001 Project No. Date Application Accepted: d—� &? `-1 i'f Date Application Expires: g �P (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 Site Address: (/id`� j c King Co Assessor's Tax No.: l..Obb Si ND 5Tp � fLLI ti 14, 1A1 =w16a Suite Number: Floor: Tenant Name: Vie --vi#Gsviee. U I�t�i hJ� re-trc5(4 New Tenant: ❑ Yes [;No PROPERTY OWNER Name: %r.`� ,j I �, . ,i, t o i i rx. (�� ,, f,, Vu l 5" 1 Addresss �� s'� t d ti �i , JJ City: Tukwila_ State: to Zip:qt23 (iit CONTACT PERSON — person receiving all project communication Name: pin t„ v Address: (7Q�p,op r/j City: !'�G �Cefi''v State:104 Zj? 167 `dl b 2NifPhonei� Fax: Email CCM ii G i / 1/1/1.a li i c'0'ii PLUMBING CONTRACTOR INFORMATION Company Namest r am / 11➢ /_ : ! 6 1 1id/van 5T�! Address: apt c-i l City: State: / 4� 7,m / g vi l/ ®. �� I v Phone:li` Fax: Contr Reg No. t f` 1"?My. i1 of p Date: `9[ t t (c I Lh/ Tukwila Business License No.: Valuation of Project (contractor's bid price): $ S , r v V Scope of Work (please provide detailed information): ' 0 SF Jkt 4 L6 "1/j '!s,') s Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/ .s piping outlets being installed and the quant elow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 1 Shower, single head trap Sinks 1 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) I Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory - Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 10 Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste 3 Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: R AU HORIZED AGENT: Mailing Address:A) �D Date: *(2d� Day Telephone. 2 3 Q �j 1j/ i 4 S�, �7 trAvv; �� uA g9 City State Zip H:\Applications\Forms-Applications 0n Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY Pe rm itTRAK PAID $426.41 PG14-0012 Address: 6841 S 180 ST Apn: 3623049087 $426.41 GAS $167.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $135.00 PLUMBING $238.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $206.10 TECHNOLOGY FEE $20.31 TECHNOLOGY FEE R000.322.900.04.00 $20.31 TOTAL FEES PAID BY RECEIPT: R1882 $426.41 Date Paid: Tuesday, April 22, 2014 Paid By: KIEN NGUYEN Pay Method: CHECK 1205 Printed: Tuesday, April 22, 2014 3:38 PM 1 of 1 Cif SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $101.53 PG14-0012 Address: 6841 S 180 ST Apn: 3623049087 $101.53 GAS $41.88 PLAN CHECK FEE R000.322.103.00.00 $41.88 PLUMBING $59.65 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1099 R000.322.103.00.00 $59.65 $101.53 Date Paid: Thursday, February 06, 2014 Paid By: KIEN NGUYEN Pay Method: CHECK 1201 Printed: Thursday, February 06, 2014 11:24 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,#100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje : Type of Inspection: Addres • LIi ttoo T Date Called: Special Instructions: ate Wa a n Requester: Phone yo: St `C cIC Approved per applicable codes. Corrections required prior to approval. COMMENTS: ;-) 1 C 11 c n 1 j► .0 � vlit?(-) 1 c� • SPECTION FEE R (WIRED. Pr(or to next inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS I." N i. PERMIT NO. COL CITY OFF TUKWILA 'BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proi( t: t type Ins,pe lion• .-, / Address: ` (, L3 1 � v - Dat Called: he *. — , v ►4 ' Special Instructions: Dateted:7 ` [ 13.171, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:`-':. L ;Lr} - ' /1 rJ ( 1 1/4 f /' A r ( N j1 l z/i c� r c,(, ) sp tor: A ) /j uat/e /j (Li 1 H v 1 L 1 A .J f -,C.'� 7 ..•" ! t INSPECTION FEE R WIRED. Prior to next inspection. fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PE IeNNi. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro.lect: ,_ V 119;l' A'. jib :� L-`1 (Cp Typ f�Inspect n: � u l.� V t 6f1 5 Address; , ) / , i. Date Cale : Special Instructions: Date Wanted:— - j Requester: proved per applicable codes. �. J Corrections required prior to approval. COMMENTS: Date:- REINSPECTION FEE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule re nspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 PCB ( - Project: `/ ' - T.� :a , tit S r% C. ' �/' c Y, Type of Inspection: j C 10 t l �� I 1 11% Address: / ? Date Called: r Special Instructions: Date Wanted: ,.... j a.m.. :� — Z J' ( p.m. Requester: Ph)f�)tU-..�ii1 /J0l Approved per applicable codes. L_J Corrections required prior to approval. COMMENTS: f Gr 0 D K bK Ko3c la ._A i :d 1K.,1-(_.In k' i b(K-<, 4E:_ press ure (3, r' PS — ;(veto S~i ,'n s i -A I ) 73FPsS or e k.Q6Licys 01.„j/ (I • 4 e n s (c '/' (�?- r p r _ Inspector: Dater 6 iz REINSPECTION FEE REQUIRED. Prior to next inspection,jee must}be: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. 1 INSPECTION RECORD t 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) 431-2451 Project: i Vi ��nu+lY1P_5� rc.nKOUi�(i�v1Q Type of Inspection: " 1` Address V bate Called: `J �? R � Special Instructions: Date Wanted: .. 11s� 1 .3�' 1 '"l r p.m. Requester: Phone2 `'(,(1-1 O . l Approved per applicable codes. Corrections required prior to approval. COMMENTS: r R rf -\--- 1\ - 0; L `) q C: \ 0 I 1. t --- N3 S DN\ d Nci S IJ C 1Fi (j 11-:-: C)-- Inspector: .0-- ` cn N1 ?f:-. Date: — i ~ I.4 r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. City of Tukwila Department of Community Development 6/2/2014 ALEX BURKHART 727 S KENYON ST SEATTLE, WA 98108 RE: Permit No. PG14-0008 YALMEH RESIDENCE 16828 53 AVE S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/28/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/28/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall Technician G14-0008 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 26, 2014 DANIEL NGUYEN PO BOX 18496 SEATTLE, WA 98118 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG14-0012 CHURCH OF THE VIETNAMESE MARTYRS - 6841 S 180 ST Dear DANIEL NGUYEN, Jim Haggerton, 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 NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (BUILDING REVIEW NOTES) 1. In your calculations for total gas demand I could not see where the HVAC units were included in that chart for total gas demand to all gas fixtures. Include all inline HVAC units connected to that gas line with the total net gas demand sizing of that gas line system. (2012 UPC 1208.4 & IFC 402.3) Please address the attached comments 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. PG14-0012 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0012 DATE: 04/08/2014 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6841 S 180 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: `1oc/ Building Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 04/10/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 05/08/14 Approved with Conditions I< Denied (ie: Zoning Issues) b Gee, REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0012 DATE: 02/06/14 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6841 S 180 ST X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Buildin �ivisidn g ublic Woi`l�s Fire Prevention Structural Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/11/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/11/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: �D v� 1 Departments issued corrections: Bldg"-- Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:-,41 2014 Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: Project Name: en/1547,14r)- KVir Project Address: ( 41 51— ( 96 'I • 171;,/e- 1)/1 / u)44(4i / 7 Contact Person: gist/1 l � 14,14 f/L✓ Phone Number: 2 53 •'7 5 ( ' Summary of Revision: P64- Dolt flrfvrTUKWILA APR 0 8 2014 PERM Eli Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on LaKing County Department of Natural Resources and Parks Wastewater Treatment Division -PG 1" 4)0 I Non -Residential Sewer Use Certification wI • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type be Sesicili 00 5+ Property eedik 'vi k WA/4 q i v City ► V U V� State ZIP v iP�h'�ic'►'�Ltr. "lam' l- kur i t) Owners Name Subdivision Name Lot # Subdiv. # lock # Building Name V i^Y� 3'i4 W /1/ rS ".b (2 f✓& ) (j( aepli able)56::/2.6 Owner's Phone Number (with Area Code) (253 ) qst r6 Property Contact Phone Number (with Area Code) Owner's Mailing Address ( stt l sf 74u612 41)- lei? For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes 0 No Was building on Sanitary Sewer? 0 Yes 0 No Was Sewer connected before 2/1/90? ❑ Yes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes 0 No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 1 Z. Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 3 0 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1 3 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 Urinal, waterless 0 0 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 No. of Fixture Units 20 esS- RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B •VJ .�S RCE RCE fgIVED eft OFThom Mgt CENTER Pursuant to King County Code 28.84, 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 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. 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 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of core -... . for determination of a revised capacity charge. Date 2k�2 Ot4j Signature of Owner/Representative Print Name of Owner/Representative 1058 (Rev. 9/07) White - Kina County Yellow - Loct. ewer Aaencv Pink - Sewer Customer STAR PLUMBING & MECHANIC o L Page 1 of 2 4.11114 Washington State Department of Labor & Industries STAR PLUMBING & MECHANICAL Owner or tradesperson DAO, NAM VAN Principals DAO, NAM VAN NGUYEN, MINH HUONG THUY Doing business as STAR PLUMBING & MECHANICAL WA UBI No. 602 271 834 3939 S Graham St SEATTLE, WA98118 206-719-7546 KING County Business type Individual Governing persons MINHUONG THUY DAO NAM V DAO; NAM VAN DAO; 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. STARPM*994NW Effective — expiration 08/16/2001 —10/01 /2015 Bond American Contractors Indem CO $6,000.00 Bond account no. 100239412 Received by L&I Effective date 01/21/2014 01/21/2014 Insurance Liberty Northwest Ins Corp $1,000,000.00 Policy no. BLA 55569137 Received by L&I Effective date 02/06/2014 03/21/2013 Expiration date 03/21/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602271834&LIC=STARPM*994NW&SAW= 04/22/2014 Extroaa 34DON WIDTH REQ., SEPARATE PERMIT REQUIRED FOR: p Ne-chanicap O Glersical o • Paustiims Gas Ftipliqp C4 off %deft VialliTIMIS wicfmc, 120 SF F PER= 000 2 CLASSROOM 533 OGF PER 0 a,": 20 17C 27 CLASSROOM 5.75 SF GSE PER ocn 20 000:29 g I ION:TRAYEL: PRINTING 206 SF •&SF PER OGC: 100 OCL: 5 OFFICE 155 5f Sf PER 00C: 10 , OCC: 2 FR: OFFICE 22105 LIBRARY 184 SE &SF ?man 15 00-'115 CLASSROOM 5606F 05F PER0C-G: 20 OCG: 19 CLASSROOM .551EP • 05F• PER OCCr 20 00Ci 50 • •.*EXITING PLAN CLASSROOM .57.1. SF Q6iPEE 0GC: OCC: 19 OFFICE EXIT ODOR #2 2055' POQRVIDTH RE2, OFFICE 162-GP CONFERENCE 422 SF asF PM Oa: 15 OCC: 29 = COLLABORATION/OFFICE ROOM 406 5F 65F PER 000 15 cC CLASSROOM 351 5F GSFPPJ& 20 I OCC1 16 CLASSROOM' .35.1 SE p-.5p-rry.. 04i 20 OCC: ET POOR ge 57'DOOR WIDTH RM. 100 EF 100 SF ;sp PER 0cc„ PER DX: occ,1 CC:1 CONFERENCE 1525 OF &SF PER OCC.: 15 OCC: ao CLA6QQM • 472SE. &SF PER-0040 OX::24 CLASSROOM .563 SF .GGFI'2R055 29. OGG: 29 AX 1 RAI' Vd.: CLASSROOM 20 512:55 niziy.lc: °c.v. pp OPEN 3361.55 &SP PER 000:15 NC: 0E56 a STORAGE 212 50 CLASSROOM GF 05F PER-00a 20 pa:. 25 I CLASSROOM 4995F :GEf PER 0GC: 20 Oa: 25 MMTWEL: 169' OPEN 0.20365 &SF PER pcc; 15 000A25 0 STORAGE 5,681 OF GEE PEROGC: 500 00 15 IMAXTRAVEL: 2071 a REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 5 2014 City of tuiwila BUILDING DIVJSION L 20. 'r- EAT POOR 100" DOOR TOTAL WIDTH KED- i*PgAGE Mer 50 ORAGE 64 SF EXIT DOOR: 4" IXtg WIDTH Ea. 0 2T-en OPEN 5551 SF &SF ?FR a,..0 15 552 ,57( a a a MI 1 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - VIM 0 0 KITCHEN 1,056 5F 65F PER Oat 2 OC& 6 EXIT POOR 32 000R:#1LitH R E0, ..... ........ . • • • ....... - • ........ pr,pitocir 61'0 NAVE_ j gelatttKO (1161MTAW--1-71 _11,::.1-01A1-1fAVE SEM14767-1733._, 1, L_LJ • 1 • 141AX TRAVEL 130 I Hi JO jIELI KIM T1M . I ICLEJJ_LAILLiii_] TJ_ T _j ri ITITIT1 -75' 73_1 -3-7-7=13L- '----T=C111111TEET-- ="' 7r: Fr ]::lJ:23 EEL TFITITT1T171 L.13 IL' ELTJ CELETTIFIT-T3T3 11:-TT-1 1.1c1: IIIILLEL3 TT 173. 51_7 . . 'EXIT DOOR 64' DOOR INJOTH RN, -1\ EXIT DOOR I 24 poo:imiro zsa PROPOSD KITCHEN SITE • (SEE DETAIL SH Al) ErilNG/GODE SUMMARY PLAN NOTES: EXIT TRAVEL MAX ALLOWED: MAX PROPOSED: 250' 207' CONSTRUCTION TYPE: EII-3 OCCUPANCY TYPE: A-3 SPRINKLERS: NFPA 13 EIRE SPRINKLERS AND ALARM REG. THROUGHOUT rER UNLIMITED AREA PROVISION: fL3C 507.7) CORRIDOR FIE RATING: NONE REQUIRED PER IDC TABTE1063,1 DOORS:: 1) ALL SINGLE HUNG DOORS ARE 30" OR.4211 WIDE ANP ARE PRESUMED TOHAVE 32' AND 38" NET MIN. CLEAR AREA RESPECTIVELY. gyALL EXIT DOORS TO PE EQUIPPED WITH PANIC HisgpvrAg E. 3): REQUIRED EXIT DOOR WIDTH .19:' PER OCCUPANT ITKN5 PER'COPE 5EE ELECTRICAL LIGHTING PLAN FOR MOREINFORMATION. EMERGENCY ILLUMINATION TO MEET MINIM UM FOOT CANDLE REQUIREMENTS PER CODE, SEE ELECTRICAL LIGHTING PLAN. LEGEND: PATH OF TRAVEL MAX. DISTANCE MARKER OCC. 1 EMI (ROOM OR SPACE) OCC.-1 EXIT (BLPG EXIT) EMERGENCY EAT PATH LIGHTING - 1 fo MIN FILE COPY Permit tit‘ Pc9iq 'Doi 2- Plim review approval is sutisdb aimm and omission& AppravaI of construction documents does not authorize the violation of any adopted code or onfmance. Receipt el approved omen bedew/lodged: iii,•410,1 A. 4.1saaLe ace..*.EJA 4 1111 FG City Of lbkwilis BUILDING DIVISION ins". iL:o" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Non Revisions will require a new plan submittal and may include additional plan review fees. 0 15 RECEIVE!) FEB 07 2014 TUKWILA PUBUC WORKS RECEIVED CITY OF TUKWILA FEB 0 6 2014 PERMIT CENTER 00 12 180TH STREET • TUKWILA, WA 98188 0 co 17_1 3_AC1 0.pin u1 b 0 0 Permit L. SV.20/18 John 0 206.682.7525 rti 37- LA LU ce P >.< < —J ••• < k- Ln 14.] Ln con 1 5717/2013 EXITING & CODE SUMMARY A0.1 REVISIONS BY PUBLIC. ALTH NOTES: 6-1OT WATER I EMPERATURE AT HAND SINS SHOULD: NOT TO EXCEED. 120` . 2. HOT WATER HEATER MUST BE ABLE TO ACCOMMODAI L: ALL HOTWATER NEEDS. 3.. DISH / UILNSIL : WASHING EQUIPMENT, 3-COMPARTMENT SINK OR DISHWASHER IS REQUIRED TO BE LARGE SOUGH TO ;ACCOMMODATE THE LARGEST ITEM TO BE WASHED: - THE DI H: / UTENSILS WASHING SINK MUST BE EQUIPPED WITH A MINIMUM OF THREE COMPARTMENTS A SPACE FOR SOLID UTENSILS AHEAD OF THE FIRST COMPA TNIENT, AND DRAIN BOARD FOR CLEAN UTENSILS; (DRAIN BARD AT EACH SIDE IS RECOMMENDED. 5 ENSURE WAS. WINDOWS, DOORS AND CEILING ARE CONSTRUCTED WITH SMOOTH FINISH, NONABSORBENT SURFACES AND EASY TO CLEAN. 6. ENSURE FLOORS AND FLOOR COVERINGS IN ALL AREAS ARE CONSTRUCTED( WITH EASY TO CLEAN —AND —REPAIR MATERIALS AND COVERED AT THE FLOOR AND WALL JUNCTURES 7 ALL . LIGHT FIXTURES :IN FOOD PREPARATIONPREPPRATION AREAS MUST BE PR VIDEO ITFI COVERS OR SHAI NLRPROOF BULBS. 8: AN INDIRECT WASTE IS REQUIRED FOR THE FOOD PREPARATION SINK, ICE MACHINE AND EQUIPMENT IN 'WHICH FOOD IS PLACED. . HAND SINKS MUST BE. EQUIPPED' Willi HAND SOAP AND PAPER TOE . FINISHES- EI...00RS, ' A S .AND ;CEILINGS I UST BE SMOOTH AND ESY TO CLEAN, FLOORWALL 4UCCT11 ��ST IAE ALLW�D�RFAG�O . TI II SE-IEL 'ES:: CABI ET ;. ETC.) UST BE LED.: 11 I A WALL PROTECTION IS REQUIRED ON T IE BASK WALL. !OF : L: SINKS FOOD PREP TAL LE .THE WALL : C QVERING MATERIAL CAN DE TANLESS S L LLL, . Tr LE AN�I4 PtASTIcINNATE AND OTI�ER �.PPR�D �fATERIAL. :; BE I�R�IEGTIOI' BALL CO tERING S-IA L BE " t> IN. HLGHER THE: THE WGRKINC SURFACE. 12. STANLESS STEEL WALL: THING SHALL BE 18 OVER THE HOOD SIDE EDGE ITEM 2 11 ROLL -UP DOOR FXS IIIIIIIIIIIIIIIIIIIIIIITL(_1_I.1I111T111111111111111111111111111111111111 A PASS THROU COUNTER ROLL -UP DOOR 1 PASS THROU COUNTER /S C STORAGE SHELVING DESCRIPTION S/S, HAND SINK 1 FLOOR MOUNT MOP SINK KITCHEN EQUIPUE$T PLAN 1/9" = 1'0" EQUIPMENT LIST ( NSF COMPLIANT ) QTY WIDTH DEEP 2 15" 18" 29" 24" POWER PLUMBING DIRECT WASTE DIRECT WASTE EAGLE MUSTEE MAKE MODEL SHA-10-F 63m WHITE 3 9 5 S/S. I COMP. FOOD PREP SINK S/S. 3 COMP. POT SINK LOW -TEMP. DISHWASHER 90" 25" 10' TO FLOOR SINK 25" 33" 33" 120 V/ 1/3 HP. ELKAY IC18X18-L-18X DIRECT WASTE TO FLOOR SINK ELKAY JACKSON 6 1 8 DISHWASHER CLEAN TABLE 15 GAL. HOT WATER HEATER STOCK POT RANGE 4 29" 30" 29" 24" 18" 24" GAS 15,000 BTU GAS 90,000 BTU TO FLOOR SINK BRADFORD WHITE AMERICAN RANGE 9 1 CHARBROILER 36" 32" GAS 90,000 BTU GARLAND E3C20X20-2-20X CONSERVER XL S/S M-I-15S6BN SPSH-I8 M39BT 10 11 12 j 6 BURNER RANGE $ OVEN 1 1 36" � _ -.-.. 1 FRYER 1 2 18" BBQ OVEN --- 1 30" 39" 30" GAS 215,000 BTU GAS 120,000 BTU 31" GAS 60,000 BTU GARLAND AVANTO TOWN G36 6R FF900 SM-3OSTD 13 19 AIR COLDED ICE MACHINE REACH -IN FREEZER REACH -IN COOLER 22" 39" 90„ 30" 18" 30" 120 V/ 13.5 A 120 V/ 12.5 A 120 V/ 9.6 A TO FLOOR SINK MANITOWOC SELF -CONTAIN 1 TRUE .._...-..... ------- SELF -CONTAIN 1 TRUE LY-0329A/B-120 T-35F TS-12 16 S/S WORK TABLE 30' 6' CUSTOM RADIUS CORNORS 11 TYPE I S/S EXAUST HOOD 25.5' 51" 208 V/ 2 HP 3P CUSTOM FINISH SCHEDULE ROOM NAME WALL DINING CEILING LEGEND W/C M/U M/S H/S P/S PR/S F/S F/D H/D W/H WCO —II FCO VTO POC CI SS FF IE WATER CLOSET 1.6 GPF. GRAVITY TANK MEN URINAL 1.0 GPF. FLUSHOMETER VALVE MOP SINK HAND SINK POT SINK PREP.SINK 2" TRAP FLOOR SINK 2" TRAP FLOOR DRAIN 2" TRAP HUB DRAIN HOT WATER HEATER TANK WALL CLEAN -OUT CLEAN -OUT FLOOR CLEAN -OUT VENT TO OUT -SIDE POINT OF CONECTION CAST IRON PIPE SANITARY SEWAGE FINISH FLOOR INVERT ELEVATION FLOORING STORAGE ROOM KITCHEN MEN RESTRM 2 2 8 9 6 5 5 1 1 8 WOMEN REST1N 8 L 1 8 REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2014 City of Tukwila BUILDING DIVISION PG o012. RECEIVED CITY OF TUKWILA FEB 0 6 2014 PERMIT CENTER I — GYPSUM WALLBOARD / SIMI GLOSS PAINT 2 —8' FIBERGLASS REINFORCING PLASTIC SIMI-GLOSS PAINT ON TOP 3 — 9' PLASTIC LIMINATE FROM FLOOR SIMI-GLOSS PAINT ON TOP q — 2'x9' SUSPENDED ACOUSTICAL TILE 5 —WASHABLE 2'xl' SUSPENDED ACOUSTICAL TILE 6—12"x12" VINYL TILE ( COVED$SEALED ) 1 —EPDXY PAINT W/6" COVED UP -WALL $ SEALED 8 — 6"x 6" CERAMIC TILE COVED t SEALED q —CARPET STAR PLUMBINCG t MECHANICAL 3 T VIETN s. co co co 1 O c DRAWN : NAM DAO CHECKED : DATE : 12/16/13 SCALE : AS NOTED JOB NO. : 108 SHEET W OF 6 SHEETS REVISIONS BY 0 co a O a O 0 N a O N 1 1 EXISTING REST-R 'OM AREA 0 N 1 a 0 N 1 GAS REGULATOR I"x 45' 21 PSI -- t 2"x 6' 2 PSI I"x 9' 2 rs, 2"x 101' 2 PSI 0 N a 1 O 0) EXISTING I[IVAC 180,000 BTU. 0 3.5 WC GAS , REGULATOR EXISTING Hi VAC 180,000 BTU. a 3.5 WC -40 m EXISTING 2PSI 1 GAS METED EXISTING REDUCING PRESSURE REGULATOR SENSUS GAS REGULATOR Model # 243-12-2 % EXIS'T GAS SYST, ON ROOF N r = 20'-O" 0 M 4" B-VENT TO ROOF 1- P&T VALVE Q' RESTRAINT BRACKETS DRAIN TOF/S a 2 Gal. EXPANTION TANK 3/4" GAS VALVE DRIF LEG 75 Gal. GAS WATER HEATER BRADFORD WHITE M-I-75S6BN or EQUIVALANCE ( HOT WATER SUPPLY TO ALL NEW FIXTURES ) WATER HEATER DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2014 City of Tukwila BUILDING DIVISION 0.6 IN. WC. PRESSURE 1'x10' IRON PIPE OR/A Opp �'��dP� Off. F CAS SIZING GAS SIZING BASE ON 2012 INTERNATIONAL FUEL GAS CODE TABLE 402.4 O JgP� O �p�P�� 0�. j G��. cn+�� G�Q4� �o,' 7 1 75 75 75 71.43 15 GAL. WATER HEATER BRADFORD WHITE M-I-75S6BN 8 4 90 360 360 342.86 STOCK POT RANGE AMERICAN RANGE SPSH-18 9 1 90 90 90 85.71 CHARBROILER GARLAND 1134BT 10 1 275 275 275 261.90 6 BURNER RANGE 1 OVEN GARLAND G36-6R 11 2 120 240 240 228.57 FRYER AVANTO FF400 12 1 60 60 60 57.14 BBQ OVEN TOWN 511-3OSTD 1 I 1 1100 1100 1048 NEW GAS TOTAL 360 360 343 EXISTING GAS TOTAL ( 2= 180.000 BTU EACH HVAC ) 1460 1460 191 NEW # EXISTING GAS TOTAL I - 0.6 IN.W.C. NATURAL GAS OF 0.60 SPECIFIC GRAVITY BASE ON PRESSURE DROP OF 0.5 IN. WATER COLUMN - 60' MAX. FR: GAS REGULATOR TO THE MOST REMOTE OUTLET - EXISTING & NEW GAS PIPING = IRON PIPE SCHEDULE # 40 (RUN ABOVE GROUND) 0.6 IN. WC. PRESSURE 1"x32' IRON PIPE 0.6 IN. WC. PRESSURE 1-1/2"x10' IRON PIPE 0.6 IN. WC. PRESSURE 2"x12' IRON PIPE EXISTING 2 PSI. GAS METER EXISTING REDUCING PRESSURE REGULATOR SENSUS GAS REGULATOR Model # 243-12-2 EXISTING NEW AUTO. FIRE —SHUT-OFF VALVE 04,40 0.6 IN. WC. PRESSURE 2"x10IRON PIPE RECEIVED CITY OF TUKWILA APR 0 8 2014 PERMIT CENTER GIILH 001 STAR PLUMBING t MECHANICAL WA. STATE LIC.# STARPM*' MNW rn 80th STREET Le) O TUKWILA , WA 98188 DRAWN : NAM DAO CHECKED : DATE : 03/24/14 SCALE : AS NOTED JOB NO. : 108 SHEET CORRECT T N LTR� OF 1 SHEETS REVISIONS BY QT TRAP SIZE F/UEACH WASTE SIZING ( BASE TOTAL F/U UPON 2012 UPC TABLE 702.1 ) FIXTURE NAME 0 3" 4 0 ADA, W/C 1.6 gal GRAVITY TANK 0 ------------------------------------- 0 3" 1.25' 4 1 0 0 NONE ADA. W/C 1.6 gal GRAVITY TANK 0 0 2" 2" 2 2 0 0 MEN URINAL 1 GPF. ADA. SHOWER (SINGLE —HEAD TRAP) 0 1.25" .50 0 j DRINKING FOUNTAIN 1 2 3" 1.5" 3 3 20' TRENCH DRAIN ------------------------------------------------------------------- HAND SINK 2 4 1 2" 3 3 FOOD PREP. FLOOR SINK 1 2" 4 4 3 COMPACTMENT POT SINK ' 1 2" 3 3 MOP SINK 1 2" 1 1 ICE MACHINE FLOOR SINK 0 2" 1 0 SODA DISPENSER FLOOR SINK 1 2" 4 4 DISH=WASHER 22 TOTAL OF DRAINAGE F/U POTABLE WATER SIZING ( BASE UPON 2012 UPC TABLE 610.3 & 610.4 ) QT. PIPE SIZE F/U EACH F/U TOTAL FIXTURE NAME 0 1/2" 2.5 0 ADA, W/C 1.6 gal GRAVITY TANK 0 1/2" 2.5 0 NONE ADA. W/C 1.6 gal GRAVITY TANK 0 1/2" 1 0 LAVATORY 0 1" 20 0 MEN URINAL I GPF. 0 1/2" 2 0 ADA. SHOWER (SINGLE —HEAD) 0 1/2" .50 0 DRINKING FOUNTAIN 2 1/2" 2 4 STOCK POT FILL FAUCETS 2 1/2" 2 4 HAND SINK 1 1/2" 3 3 SINGLE COMPACTMENT FOOD PREP. SINK 1 1/2" 4 4 3 COMPACTMENT POT SINK 1 1/2" 3 3 MOP SINK 1 1/2" 1 1 AIR COLDED ICE MACHINE 0 1/2" 1 0 SODA DISPENSER 1 3/4" 4 4 DISH —WASHER 23 TOTAL OF WATER SUPPLY F/U — AT PRESSURE RANGE OVER 60 PSI — 350' MAX. FR. METER TO REMOTE FIXTURE (EXIST. 2" SERVICE LINE) PLUM13ING NOTES; I— ALL NEW PLUMBING WORKS TO COMPLY 2012 UPC. AND LOCAL CODE 2012 INTERNATIONAL FUEL GAS CODE AND LOCAL CODE 2— ALL WASTE AND VENT PIPE ARE ABS.DWV 3— ALL POTABLE WATER PIPINGS ARE PEX PIPE 9— PROVIDED TRAP GUARD FOR ALL FLOOR DRAIN 5— PROVIDED VACUMM—BREAKER ON MOP SINK FAUCETS AND ALL HOSE BIBBS 6— PROVIDED SEISMIC STRAP FOR WATER HEATER PER CHAPTER 5 ( E01.2 ) 1— PROVIDE 120 DEGREE F. Max. HOT WATER TO ALL FIXTURES. 8— PROVIDE BACKFLOW ASSEMLY FOR SODA DISPENSER UNIT °I— ALL FILL FAUCETS MUST BE 1" MIN. ABOVE FLUSH LEVEL RIM AND PROVIDE VACUMM—BREAKER INLET IE= 28.23 4" CO RIM= 29.43 IE= 28.30 4" CO RIM= 29.43 IE= 27.97 4" CO RIM= 29.51 IE= 28.41 wC0 2" 4" CO RIM= 29.48 I E= 27.78 2/ LEGEND W/C M/U M/S H/S P/S PR/S F/S F/D H/D W/H WCO —II FCO VTO POC CI SS FF IE WATER CLOSET 1.6 GPF. GRAVITY TANK MEN URINAL 1.0 GPF. FLUSHOMETER VALVE MOP SINK HAND SINK POT SINK PREP.SINK 2" TRAP FLOOR SINK 2" TRAP FLOOR DRAIN 2" TRAP HUB DRAIN HOT WATER HEATER TANK WALL CLEAN —OUT CLEAN —OUT FLOOR CLEAN —OUT VENT TO OUT —SIDE POINT OF CONECTION CAST IRON PIPE SANITARY SEWAGE FINISH FLOOR INVERT ELEVATION SS FF=29.74 DRAWING NOTES: 110 LF 9" ABS SS a 1+ TO POC. IE= 25.99 1-1/2" VENT PIPES INDICATION i'i.OT SHOW ON DRAWING. R/S eip 2" 31 A2" VTO GREASE INTERCEPTOR SIZING — BASE UPON 2012 UPC TABLE 1014.3.6 (1/4" Slope per foot base on Manning's formular with fiction N=.012) QT. TRAP SIZE F/U EACH F/U TOTAL FIXTURE NAME 1 3" 3 3 20' TRENCH DRAIN 2 1.5" 2 4 HAND SINK 1 2" 3 3 FOOD PREP. FLOOR SINK 1' 2" 4 4 3 COMPACTMENT POT SINK 1 j 2" 3 3 MOP SINK -------- — ------------- --------------------------------------------- ICE MACHINE FLOOR SINK 1 2" 1 1 1 2" 4 4 DISH=WASHER 22 TOTAL OF DRAINAGE F/U 1,000 GAL. GREASE INTERCEPTOR IS PROPOSED MFG: OLDCASTLE PRECAST MODEL # 4484—GA 1" SHUT-OFF VALVE 0 BRADFORD WHITE Model # M—I-75S6BN WATER HEATER TANK (SEE DRAWING DETAIL sheet P-1) 06/ 3/4" 7 FU. COLD DRAWING NOTES: 1/2" BRANCH PIPES IND NOT SHOW ON DRAWING. TI ON 3/4" 5 FU. COLD • • • r /1 TO EXISTING 2" WATER SERVICE LINE 1 _1 /4" COLD REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 6 2014 PERMIT CENTER STAR PLUMBING t MECHANICAL 3939 S. GRAHAM ST. op oo 0- SEATTLE, TEL: (2O6)-1I9-15z16 WA. STATE LIC.# STARPM*99LINW VIETNAMESE MARTYRS S. I8Oth STREET op co co TUKWILA , WA DRAWN : NAM DAO CHECKED : DATE : 12/16/13 SCALE : AS NOTED JOB NO. : 108 SHEET P EXPIRES: 4/24//$ Z� p4'e ° /3 OF 6 SHEETS 48'0" 48'0" REVISIONS BY GREASE INTERCEPTOR SIZING — BASE (1/4" Slope per UPON foot F/U TOTAL 2012 UPC TABLE 1014.3.6 base on Manning's formular with fiction N=.012) OT TRAP; F/U SIZE ;EACH FIXTURE NAME 1 3" 1 3 3 20' TRENCH DRAIN 2 1.5'1 2 4 HAND SINK 1 2" 3 3 FOOD PREP. FLOOR SINK 1 2" 4 4 3 COMPACTMENT POT SINK 1 2" 3 3 MOP SINK 1 2" 1 1 ICE MACHINE FLOOR SINK 1 2" 4 4 DISH=WASHER 22 TOTAL OF DRAINAGE F/U 1,000 GAL. GREASE INTERCEPTOR IS PROPOSED; MFG: OLDCASTLE PRECAST I MODEL # 4484—GA PLAN REFERENCE DATUM: VERTIFL: DATIJ : N6VDPB ORIGINA11NG; BENCHMARK: ItlNi COUNTY ID g353: _=i9 2:: ° 3RASS DISK,: SET F_LISH_'h'1-H.CONCRETE :SIDEWALK STANP_D W1TH THE `4CENCY. FROMN= - INTERSECTION OF AEST V L_EY HIGI-WAY AND S 180TH: ST,::G9. WEST TO THE ,1UTEP5EC11:Yi MI5:.1BOTH. ST AND SPERR Y DRNE: TH= MONJMEr T IS:L02ATED AT 11=E NoFTHW.:ST CDR UER:OF THE :INTERSECTIC7N AI'ID`SET IN THE CCJNCRETE SIDEWALK. DID* 48: SET. BY MIKE: HALL DV . 5-13-93;,: NOT STAMPED, HOP.I20N T. L: DA-U M: MAO 8 3( 31.) 29.06 29.09 29.42 GO D�'5 `L 1 FL\�� ry \c' OLDCASTLE PRECAST (SEE DETAIL ON SH# P9) EQUIPMENT LIST ( NSF COMPLIANT ) ITEM DESCRIPTION QTY PLUMBING MAKE MODEL I 2 3 S/S. HAND SINK 2 I 1 DIRECT WASTE DIRECT WASTE TO FLOOR SINK EAGLE MUSTEE ELKAY SHA-10—F 63m WHITE 1C18X18—L-18X FLOOR MOUNT MOP SINK S/S. I COMP. FOOD PREP SINK 9 S/S. 3 COMP. POT SINK 1 DIRECT WASTE ELKAY E3C20X20-2-20X 5 LOW —TEMP. DISHWASHER 1 TO FLOOR SINK JACKSON CONSERVER XL 6 7 DISHWASHER CLEAN TABLE 1 BRADFORD WHITE S/S M-1-7556BN 75 GAL. HOT WATER HEATER I TO FLOOR SINK 8 STOCK POT RANGE 9 AMERICAN RANGE SPSH-18 9 10 CHARBROILER 1 I GARLAND M39BT 6 BURNER RANGE t OVEN GARLAND G36-6R 11 FRYER 2 AVANTO I FF400 12 BBQ OVEN 1 1 TOWN MANITOWOC 5M-3OSTD 13 AIR COLDED ICE MACHINE TO FLOOR SINK LY-0329A/B-920 19 REACH —IN FREEZER 1 SELF —CONTAIN TRUE T-35F 15 REACH —IN COOLER 1 SELF —CONTAIN TRUE TS-72 16 S/S WORK TABLE 1 CUSTOM RADIUS CORNORS 11 TYPE I S/S EXAUST HOOD I 1 CUSTOM \V O'- '2-'`p G6 GO0�5 2 �o 2b. \-' 29.43 29.51 2" CI. VENT CD I 3"FCO 0 0 55 K qA \,F 2c, . SS 00 \k ok \�, �0 P e ono ROLL —UP DOOR GO ! PA- C TIIR U COUNTER LF 9" PVC SS a 1+ CD 29.52 s QL c) O Q � W• W 0L 1 U a-O� LU OW _IOZ F- i — LO4W Q J co U IQ • LIJ CV •a 0 ROLL —UP DOOR J 48'0" 48'0" DC, co 2 \V MCILL-Ii• *MN GO iN ova POG FLOW DIRECTION 44,441* Wir rg,nM 1" = 20'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2014 City of Tukwila BUILDING DIVISION PASS THROU COUNTER CABINETRY ,c)\ e'K/ 16 v 10 41 tr. • 0 STORAGE SHELVING E$14EUE$T GREASE INTERCEPTOR PLAN 1/9" = I'0" EXISTING REST —ROOM AREA EXISTING 4" F.CO EXISTING 4" SS 24'0" 24'0" 24'0" 24'0" 24'0" 9'0„ B RECEIVED CITY OF TUKWILA FEB 0 6 2014 PERMIT CENTER PLUMBING t MECHANICAL r) 3939 S. GRAHAM ST. SEATTLE, WA, 98118 T ST W rz4 4:4 VIETNAMESE CO co co 0 T DRAWN : NAM DAO CHECKED : DATE : I2/1/13 SCALE : AS NOTED JOB NO. : 108 SHEET € rEXP1RES: 4/24//. I z4- Dec' i OF 6 SHEETS GENERAL NOTES I. THE GREASE INTERCEPTOR SHALL BE INSTALLED IN STRICT ACCORDDANCE WITH THIS APPROVED PLAN AND ALL CURRENT CITY ORDINANCE 2. THE INTERCEPTOR SHALL BE INSTALLED ON LEVEL UNDISTUBED SOIL WITH A MINIMUM TOTAL LOAD BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. THE INTERCEPTOR SHALL BE SET ON A LAYER OF PEA GRAVEL OF 12 INCHES COMPACTED DEEP. 3. THE CONTRACTOR SHALL INSURE THAT THE INTERCEPTOR IS PLACED WITHOUT DROPING OR DAMAGING IT DURING CONSTRUCTION 4. THE INSIDE OF INTERCEPTOR SHALL BE CURED A MINIMUM OF 28 DAYS AND SHALL BE CLEAN AND DRY PRIOR TO COATING. IT SHALL BE WATER PROOFED BY THE MANUFACTURER AT HIS MANUFACTURING FACILITY WITH TWO (2) COASTS OF BITUMINOUS COAL TAR EPDXY COASTING SPECIALLY FORMULAED FOR SUBMERGED SERVICE AND EXPOSURE TO RAW SEWAGE. COAL TAR EPDXY SHALL BE BITUMASTIC No. 300M AS MANUFACTURED BY KOPPERS COMPANY. INC., OR SIMILAR COASTING BY TNEMEC OR AMERON 5, THE GREASE INTERCEPTOR SHALL BE SO INSTALLED AND CONNECTED TO THE SEWER SYSTEM SUCH THAT IT IS EASILY ACCESSIBLE FOR INSPECTION , CLEANING AND GREASE REMOVAL AT ALL TIMES. THE INTERCEPTOR SHALL BE PLACED AS CLOSE AS PRACTICAL TO THE FIXTURES SERVED. ALL MANHOLE COVERS SHALL BE GAS TIGHT IN CONSTRUCTION AND SHALL HAVE A MINIMUM OPENING OF 29 INCHES IN DIAMETER. 6. ALL SEWER LINES CONNECTION TO THE GREASE INTERCEPTOR SHALL BE CORE DRILLED AND SEALED WITH A NONE -SHRINK GROUNT UNLESS THE MANUFACTURER HAS PROVIDED IT WITH CONNECTION PARTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATION OF THE INTERCEPTOR AND FOR PLUMBING AND FILLING OF ANY TANKS THAT MAY BE DISCONNECTED FORM THE EXISTING SYSTEM. ALL PLUMBING AND FILLING OF THE TANKS SHALL BE ACCORDANCE WITH CURRENT PLUMBING CODES AS MOST RECENTLY ADOPTED VERSION BY THE CITY 8, ALL BUILDING SEWER MATERIAL WILL BE PVC SDR35 WITH CONCRETE ENCASED 9. VENTING MUST BE FROM INTERCEPTOR ACCESS MANHOLES OR AS APPROVED BY THE UTILITY DEPARTMENT. 10. MANHOLE AND CLEANOUT LOCATED OUTSIDE OF PAVED AREA REQUIRE WATER TIGHT LOCKING LID AND CONCRETE COLLARS. Notes::; 1, Concrete;: 8 `Da of pr sslve trength 2. F ebar• ASTM A 6151 :Grade 60 '3. Mesh;- A T 1 .A1 S raci 1 Design: CI : 18.0 Building Code ASTIvi :: 5 '" Minimum Structural Design, Leading For Underground Precast Concrete Utility Structures-. 5. La+ads: H' 2 Truck Wheel' w 302 Impract Fer A`ASHT } • � Fill Clear >Wciter Prior To Stflrt up Cif S terr1 __ . n r+a tar T u pl c�c Install All Pi in Sarrlpl%ng Te e 5.:'ra. Water Only, Black Water: Shall Be crri�d By Separate :side Sewer NONE SHRINK GROUT ALL AROUND PIPE "TYP" Contractor To Co-e... Drill ,-_Cr _Knockout Hale In Field Knockout. Typical D:ra ': Pipe:' DETAIL •• 1.. GREASE INTERCEPTOR SINCE VAULT SYSTEM if) PLACE CONCRETE EVEN TO TOP OF COVERS THIS AREA 9'— 0" CLEAR ACCESS OPENING 2" VENT PIPE GROUT BOTH SIDES PRECAST DIVIDER p PLAN VIEW —REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2014 v 29.43 GRADE =1 11=1111-1111 1111=1 I I I—IIII= INLET R—IIII= IE = 28.23 IIII1111 BASE ELEV. 23.89 City of Tukwila BUILDING DIVISION • SLOT BOTH SIDES LOCKING FRAME & COVER AIR & GAS TIGHT "TYP" INSPECTION TEE TYPICAL RIM ELEV. 31.81 TOP ELEV. 31.06 29.43 GRADE III—IIII 1111-1111 LIQUIT LEVEL TEE or ELBOW 2'- d 0 I 12" PEA GRAVEL 0 NONE SHRINK GROUT ALL AROUND BOTH SIDE 2/3 LENGH SECTION VIEW AA SLOT 1/3 LENGH ••cP.•: 4'-2" I111—IIII—IIII—IIII 1 —1111 IIII IIII-� _ _ -1111--11 OUTLET ' 111= 11=IIII- IE = 28.06 7'— 2" P&IL1cxnz RECEIVED CITY OF TUKWILA FEB 0 6 2014 PERMIT CENTER I EXPIRES: 4/24//. ' Z6 pffc DRAWN : CHECKED : NAM DAO DATE : 12/16/I3 SCALE : AS NOTED JOB NO. : 108 SHEET OF 6 SHEETS