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HomeMy WebLinkAboutPermit D17-0031 - SEPHORA - TENANT IMPROVEMENTSEPHORA 616 SOUTHCENTER MALL D17-0031 Parcel No: Address: 0 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.eov DEVELOPMENT PERMIT 9202470010 Permit Number: D17-0031 616 SOUTHCENTER MALL Project Name: SEPHORA Issue Date: Permit Expires On: 5/8/2017 11/4/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, MN, 92013 TIM SCHENK 1120 E 80 ST #211, BLOOMINGTON, MN, 55420 TOMCO RETAIL CONSTRUCTION INC 123 W MAIN ST SUITE 200, GRAND PRAIRIE, TX, 75050 TOMCORC841QC ELDER JONES INC 1120 E 80TH ST, BLOOMINGTON, MN, 55420 Phone: (952) 345-6040 Phone: Expiration Date: DESCRIPTION OF WORK: SEPHORA Skincare Studio — 5436 Square Foot Tenant Improvement 616 South Center Mall Space #20 Project Valuation: $30,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $1,200.16 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Luji) Date: AL&LT 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 •.•es not presume to give authority to violate or cancel the provisions of any other state or local laws regulatin/construction or the performance of work. I am authorized to sign and obtain this development perm • d . ee to the conditions attached to this permit. .II Signature: Print Name: Date: CAS 17 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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by -an approved agency having a service for inspection at the factory. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie" is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0409 FRAMING 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.gov Building Permit No. p/ wo/i Project No. Date Application Accepted: 2' ( 11 Date Application Expires: V / I (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: G ZoZ'i1 (Mt() Site Address: 616 S6,1Z"t-cerci E11 filA(.L Tenant Name: S€G Pl-%(Z i. PROPERTY OWNER Company Name: T(i.0_ Name: eSTri 0-0 / t - 1( � Address: 2A i5"" N6tW 49aalt Irtttaq 5V1.CS301 Address: 50 g. 1`f ^, ki City: 5C State:( Zip: (ip, mi CONTACT PERSON — person receiving all project communication Company Name: T(i.0_ Name: Tm Sct4e414 Address: 2A i5"" N6tW 49aalt Irtttaq 5V1.CS301 Address: (tZA a . s0 `'` sr. rvv 1M z i 1 Phone s/ .f(3 . �12s. Fax: V1 City: 13��1ff1lrlG�e� State: Zip: � . ZIPS Zd Fax Phone:9SL Zip: 3c4V•gliCi • SSA ''ala 1 Email:. f i ms e e icA erj 4 ries .Conte. City: i GENERAL CONTRACTOR INFORMATION Company Name: T(i.0_ Address: Address: 2A i5"" N6tW 49aalt Irtttaq 5V1.CS301 , City:C tom, eiciRs. State: MN Zip.ssWo• Phone s/ .f(3 . �12s. Fax: V1 City: State: Zip: Phone: Fax: City: i State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Fornss-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Suite Number: .(j_ -N.__ Floor: New Tenant: ❑ Yes lir. No ARCHITECT OF RECORD Company Name: ,i KN t ELC Architect Name: (NEW g rinnGmiJs tr-i Address: 2A i5"" N6tW 49aalt Irtttaq 5V1.CS301 , City:C tom, eiciRs. State: MN Zip.ssWo• Phone s/ .f(3 . �12s. Fax: V1 Email: rnt4<eeCcntet _can.. ENGINEER OF RECORD Name: Nle 6062—,%NE, Company Name: State: 1 CiA 0,771,v Engineer Name: Address: City: i State: Zip: • Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Nle 6062—,%NE, Address:,, f i— 1,127-a 0.. �"%,ew State: 1 CiA 0,771,v Zip:ry,(4,0 r/tel N&11/ Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 4. - Valuation of Project (contractor's bid price): $ 10.000 . Existing Building Valuation: $ Describe the scope of work (please provide detailed information): (&Loc wuw ci-irrsaudInary offoik sakes rz srdg. Fi.nrvaes- artE ot; c Net./ VoctvtlES W c.l. 141AN L1 LLEcccZLcAL ittnnetr atiNTO Will there be new rack storage? ❑ Yes [V No if yes, a separate permit and plan submittal will be required. Provide Alt Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm Compact: Handicap: 0 No If "yes", explain: None 0 Other (specify) Will there be storage or use of flammable, coinbustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x II ., paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicat ions \Forms -Applications On Line\20I I Applications \Permit Application Revised -8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor S'k3 6 ((2`3 1 10 frk 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm Compact: Handicap: 0 No If "yes", explain: None 0 Other (specify) Will there be storage or use of flammable, coinbustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x II ., paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicat ions \Forms -Applications On Line\20I I Applications \Permit Application Revised -8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: f IT s�� IL - Date: Zr 2 (, Day Telephone: q57. 345.6042 Mailing Address: t`.2.0 . SQ k sc. shire & I,((rtaI' (t Mr( S 20 City State Zip H:\Applications\Pornts-Applications On Line \20I 1 Appl icat ions\Permit Application Revised - 8-9-1 1.docx Revised: August 2011 bh Page 4 of 4 ' Cash Register Receipt City of Tukwila Receipt. Number r•� R1i1710 1/. DESCRIPTIONS I u - -, :? j' --r 'w' , .4. PermitTRAK :: ,,Iy t.,l€'i• ACCOUNT L �•- "� - I QUANTITY ''' PAID - ., $69.87.. •017-0031: Addr• ess: 46., 16 SOUTHCENTER,MALL• : • Apri: 92024700107 ,,• _ f $69.87 Credit Card Fee • $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT .,, $67.83. ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R11710 R000.345.830.00.00 1.00 ':g $67.83 $69.87 Date Paid: Wednesday, June 14, 2017 Paid By: SCOTT SANDERSON Pay Method: CREDIT CARD 051140 Printed: Wednesday, June 14, 2017 12:05 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R11435 DESCRIPTIONS ACCOUNT QUANTITY PAID $858.91 PermitTRAK D17-0031 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $751.36. Credit Card Fee $21.88 Credit Card Fee R000.369.908.00.00 0.00 $21.88 DEVELOPMENT $694.96 PERMIT FEE R000.322.100.00.00 0.00 $690.46 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $34.52 TECHNOLOGY FEE R000.322.900.04.00 0.00 $34.52 PG17-0023 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $107.55 Credit Card Fee $3.13 Credit Card Fee R000.369.908.00.00 0.00 $3.13 PLUMBING $99.45 PERMIT FEE R000.322.100.00.00 0.00 $66.30 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $4.97 TECHNOLOGY FEE R000.322.900.04.00 0.00 $4.97 'TOTAL FEES PAID BY RECEIPT: R11435 . $858.91 Date Paid: Monday, May 08, 2017 Paid By: SCOTT SANDERSON Pay Method: CREDIT CARD 94874B Printed: Monday, May 08, 2017 8:39 AM 1 of 1 Cff SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY I PAID $473.66 D17-0031 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $448.80 DEVELOPMENT $448.80 PLAN CHECK FEE R000.345.830.00.00 0.00 $448.80 PG17-0023 Address: 616 SOUTHCENTER MALL Apn: 9202470010 $24.86 PLUMBING $24.86 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10861 R000.322.103.00.00 0.00 $24.86 $473.66 Date Paid: Tuesday, February 21, 2017 Paid By: ELDER JONES Pay Method: CHECK 77075 Printed: Tuesday, February 21, 2017 2:34 PM 1 of 1 CiSYSTEMS INSPECTId. RECORD Retain a copy with permit INSP CTION NO. PERMIT NO'.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367C Permit inspection Request Line (206) 438-9350 b/7 -CPI/ Project: ®y cL'il!%4G1 T e of Inspection: r9 Lb/W6 1—'i JAL. Address: 6/G eU Date Called: Special Instructions: Date Wanted 6/q / 7 p.m. Requester. Phone No: .Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO.'. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 14- Typ nspection: 161 Address: 6/6 rifa re /44,441— Date Called: Special Instructions: Date Wan a /� a.m. Requeste : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date./1 /7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b'7- v31 Projec :./1', iirr'' , Ty of Inspection: VC)/1..11d&r I "/A6.:. Address: 6/6 conitr2dmeM4'- , Date Called: Special Instructions: Date Wanteda 6 l/ -?p.m. r► Request r Phone No: Approved per applicable codes. 1] Corrections required prior to approval. COMMENTS: CAA),,- u Inspector:1)11 Date: I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)l7 - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type Inspection: AZ A,dddsress: f,.t� / 6 Scv7fl q� /mu Date Called: Special Instructions: Date Wanted: ai ", a.m. p.m. Requester: S,C0 Phone �N``o: off- a c2.3 — 7q 5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: gtrzermr,44._ ade,o, .fit* Inspector: D1 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 TI7- Project,Ty St....„ x-00I°26Tr e of Inspection: cLA- Address: 6/6 v1h&WTh MU - Date Called: Instructions: Date Wanted: 6 6 i/ 7 a.m. p.m.Special Requester: - Phone No: _ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date:/• t 7 Ct>' 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: JPh012/ Type of Inspection St -OOP/ pia readt Address: (Pg f )iHC670 MALL Date Called: Special Instructions: Date Wanted: 5- i m. Requester: Phone No: Approved per applicable codes. [Corrections required prior to approval. COMMENTS: talc Pei2 arrAmes Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 5coicr4 Type of Inspection: C wC ri LA M Address: 6i6 to mAu. Date Called: Special Instructions: Date Wanted: // / 7 a.m. p.m. Requester: Phone No: Approved per applicable codes. [ Corrections required prior to approval. COMMENTS: CAAteagb dopAcreds RC -646S1 - Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (2PERMIT C(30nD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0031 DATE: 05/24/17 PROJECT NAME: SEPHORA SITE ADDRESS: 616 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: cd WV- 911 Building Division Public Works AJ/A- G -C3-1 Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 05/25/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/22/17 Approved �� Approved with Conditions El Corrections Required (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 ERMIT COORD COPY Cr PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0031 DATE:.; 02/22/17 PROJECT NAME: SEPHORA SITE ADDRESS: 616 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-wc ,24-)-4-(7 /- 07A- ).--d-s--17 Building Division Fire Prevention .14CJ tstk -7 Pub is Works Structural MO 1oP SITT Planning Division Li Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 02/22/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/17 Approved Approved with Conditions Corrections Required ❑ Denied ❑ (ie: Zoning Issues) Notation: Ah - LA --4w, (corrections entered in Reviews) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: %O SITE ADDRESS:.IpI(' cotkhriceA4mi tAA t Q) PERMIT NO: ORIGINAL ISSUE DATE: Jr'106111 REVISION LOG REVISION DATE RECEIVED NO. STAFF ISSUED DATE INITIALS O.-. , IA' k (kNi7 STAFF INITI�A(li,� ISSUED DATE Summary of Revision: a Qt (`py‘twootAni) rmyl Received byrlo-1-T Rii h a1,-) F -Esti) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) ,C) 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7.2,3/11 Plan Check/Permit Number: 01 1 — 00 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: -E-4,001(z- Project 4,061(--Project Address: (tii6 l)1 i-1 )moi` rl A Se--071—L'L' ! rr r - Contact Person: Se --071— �D E' O� Phone Number: `pZ�v `-� 2S-79 5 Summary of Revision: ADD ))1, A Cozy No To e x) L ,A) iv Otic' . - f CITY OF TUKWILA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms \Revision Submittal Form doc Revised: August 2015 re ision TOMCO RETAIL CONSTRUCTIO 'NC ik Washington State Department of Labor & Industries Home - Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 1-1, index Help elp My 1.&1 Workplace Rights Trades & Licensing TOMCO RETAIL CONSTRUCTION INC Owner or tradesperson MOTSCHULL, THOMAS (TOM) A Principals MOTSCHULL, THOMAS (TOM) A, PRESIDENT MOTSCHULL, ANNE SAUBER, SECRETARY WA UBI No. 604 052 072 123 W MAIN ST GRAND PRAIRIE, TX 75050 214-390-3295 Business type,, Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. TOMCORC841QT Effective — expiration 12/02/2016.12/02/2018 Bond ................. Suretec Insurance Company Bond account no. 5224983 Received by L&I 11/29/2016 Insurance ............................ Admiral Insurance Co Policy no. CA00002294901 Active. Meets current requirements. $12,000.00 Effective date . 11/18/2016 Expiration date Until Canceled $1,000,000.00 Received by L&I. Effective date 12/02/2016 12/01/2016 • Expiration date 12/01/2017 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L &I tax debts are recorded for this, contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604052072&LIC=TOMCORC841 QT&SAW= 5/8/2017 TOMCO RETAIL CONSTRUCTION INC License Violations No license violations during the previous 6 period. Workers' comp No active workers' comp accounts during the previous 6 year period. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni. wa.gov/verify/Detail.aspx?UBI=604052072&LIC=TOMCORC841QT&SAW= 5/8/2017 PLUMBING PUMP SCHEDULE MARK LOCATION SERVES MANUFACTURER MODEL PUMP TYPE GPM PUMP HEAD (FT WG) MOTOR DATA BASIN (DxH) MECH NOTES HP V PH RPM P-1 SALES ISLAND SINK LIBERTY P372LE41 SUMP 30 17 4/10 120 1 - 21"0x30" ALL MECHANICAL NOTES: 1. SEE DETAIL FOR ACCESSORIES. 2. PUMP WITH INTEGRAL FLOAT OPERATED MECHANICAL SWITCH, NO EXTERNAL CONTROL REQUIRED. 3. FURNISH WITH LIBERTY ALM -2 -EYE ALARM SYSTEM WITH HIGH WATER FLOAT AND ALARM LIGHT AND HORN. 4. INSTALL UNDER CABINET WITH HAND SINK. PLUMBING PUMP SCHEDULE NONE 12 ACCESS DOOR. FIELD COORDINATE PRIOR TO BID AND INSTALLATION. VENT AND DISCHARGE CANNOT COME OUT OF TOP. MUST RUN HORIZONTAL INTO COLUMN ENCLOSURE AND THEN UP. CONCEAL PIPING IN ACCESS RISER EXTEND PUMPED DISCHARGE PIPE AS SHOWN ON PLAN TO SANITARY SEWER PIPING. VALVES SHALL BE LOCATED IN VERTICAL PIPE, CLOSE TO FLOOR, NO EXCEPTIONS. BACKWATER VALVE GATE VALVE FULL SIZE BACKFILL COMPACTED 40 UNION `T=3' 1 CONNECTION TO WASTE BY PLUMBING CONTR. COORDINATE PIPING W/ FOOTING ti FIELD VERIFY P-1 STRAP FLOAT SWITCH TO DISCHARGE PIPE @ 2'-0" ABOVE BOTTOM OF BASIN EXTEND SUMP VENT AS SHOWN ON PLAN TO VENT PIPING. UBERTY ALARM MODEL #P372LE41. PANEL WI NEMA -1 6"x4" METAL ENCLOSURE W/ 6' UNE CORD, RED WARNING LIGHT, PUSH -TO TEST ALARM SWITCH, SILENT SWITCH, & ALARM FLOAT CONTROL SWITCH. INSTALL ALARM NEAR MANAGER'S DESK. PLUMBING CONTRACTOR TO PROVIDE GROMMET FOR ELECTRICAL CORD. HARD WIRE PER MANUFACTURES INSTALLATION INSTRUCTIONS. SEE ELECTRICAL SHEET FOR DETAILS. STEEL UD RATED FOR FOOT TRAFFIC, PAINTED YELLOW. 21"0 MOLDED FIBERGLASS SUMP BASIN W/ COVER. SEE SCHEDULE FOR DEPTHS PROVIDE DEAD -MAN WEIGHT ON SUMP BASIN, 2" SAND BASE WITH 4" CONCRETE PAD 10 J \\\\\ \\\\\ L-- I T T T T T T T T T T T T T T T 1 r �r II II II L JL - 0 0 0 r I I I I I I II I I I I I I 1 1 I 1 1 1 I i 1 I 1 I 1 I 1 I I I 1 1 SUMP PUMP DETAIL NONE 11 PLUMBING PLAN 1/4" = 1'-0" PLUMBING 1. SLEEVES: PROVIDE #22 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH WALLS AND FLOOR, PACK WITH NON -ASBESTOS ROPE AND FILL WITH EXPANDO NON -SHRINKING CEMENT. 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEIUNGS, WALLS OR PARTITIONS. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. 5. STERIUZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE, ALL WATER UNES SHALL BE CHLORINATEDTO THE SATISFACTION OF THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C651-05. 6. SLOPE WASTE ONES 2 INCHES AND SMALLER NOT LESS THAN 1/4 INCH PER FOOT. SLOPE LARGER MAINS NOT LESS THAN 1/8 INCH PER FOOT. 7. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER. MATERIALS 1. DRAINAGE AND VENT PIPING: NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS CONFORMING TO ASTM A 666. 2. WATER PIPING BELOW SLAB: TYPE K SOFT COPPER TUBING WITH NO JOINTS BELOW GRADE, WITH CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS USING 95-5 SOLDER. WATER PIPING ABOVE SLAB: TYPE L HARD COPPER TUBING USING SILVER SOLDER. ALL WATER SUPPLY PIPING TO CONFORM TO NSF/ANSI 61 AND ASTM B 75, ASTM B 88, ASTM B 251, OR ASTM B 447. ALL PIPE FITTINGS SHALL CONFORM TO ASSE 1061, ASME B 16.15, ASME B 16.18, ASME B 16.22, ASME B 16.23, ASME B 16.26, AND ASME B 16.29. INSULATION 1. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1" THICK RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. 2. ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P -TRAP AND ANGLE VALVE ASSEMBUES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC "LAV -GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103. LANDLORD'S CRITERIA 1. THE PLUMBING CONTRACTOR IS TO BECOME KNOWLEDGABLE WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 1 /2" 1/2" S-1 1/2" - CD -H W 140- EXISTING COLD WATER EXISTING VENT EXISTING WASTE BELOW GRADE SOIL WASTE OR SEWER CONDENSATE DRAIN SANITARY VENT COLD WATER HOT WATER 140 ' HOT WATER HOT WATER RECIRCULATION D4 SHUT-OFF VALVE - - UNDERGROUND COLD WATER UNDERGROUND HOT WATER (1)FLOOR CLEAN-OUT S. OR W. OR SAN CD V CW HW HW110 H W 140 SOV CW HW F C 0 P BFP S WALL CLEAN-OUT FLOOR DRAIN RISE DROP THERMOMETER PRESSURE GAGE BACK FLOW PREY. WCO FD P & T RELIEF VALVE POINT OF CONNECTION P.O.C. GAS PIPING CHECK VALVE UNION DIS 003 WASTE AND VENT RISER NONE DOMESTIC WATER RISER NONE SYMBOLS NINE PLUMBING SPECIFICATIONS NONE 10 PLUMBING DESCRIPTION RE -USE EXIST. L.L. G.C. OWNER Q 0 J J F- Z V) U- Q 0 J cn CY LL 0 0 J 15 - N/A N/A INDICATES NOT APPLICABLE GENERAL REQUIREMENTS a" U� W Z 0 W W ce 1. SAN, VENT, CW, HW, VENT PIPING TO SKINCARE STUDIO • • SEE PLUMBING PLAN FOR RELATED NOTES. 2. PLUMBING FIXTURES AND EQUIPMENT(U.O.N.) • I 0 SEE PLUMBING PLAN FOR RELATED NOTES. 3. SKINCARE STUDIO SINK • • II SINK PRE-INSTALLED WITHIN SKINCARE STUDIO - FINAL CONNECTIONS BY G.C. S PLUMBING CONTRACTOR. 4. ACCESS PANELS 0 0 AS REQUIRED BY CODE. 5. MIXING VALVE 0 0 () SEE PLUMBING PLAN FOR RELATED NOTES. 6. SUMP PUMP 0 0 0 II SEE PLUMBING PLAN FOR RELATED NOTES. NOTES: 1. 2. USE DRAINAGE FITTINGS ON ALL SECTIONS OF VENTING BELOW FLOOR LEVEL SLOPE PER CODE REQUIREMENTS. INSTALL ISLAND VENT SYSTEM PER LOCAL CODE. SINK L 2" 2" WASTE FLOOR 2" VENT IN WALL WALL WALL CLEANOUT - INSTALL ON STOCKROOM SIDE OF WALL � I -2" CO RI CONNECT VENT DOWN STREAM OF VERTICAL FIXTURE DRAIN VENT SALES AREA 2" WASTE - 1. CONNECT NEW SANITARY SEWER PIPING INTO EXISTING SANITARY NEAR EXISTING KITCHENETTE. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. CONNECT NEW VENT PIPING INTO EXISTING VENT PIPING. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO /'\ RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. PLUMBING CONTRACTOR TO FURNISH AND INSTALL SUMP BASIN WITH SIMPLEX PUMP FOR ISLAND SINK. CONNECT TO LANDLORD SANITARY SEWER PER LOCAL CODE. SEE DETAIL 11/P1.0. PROVIDE HIGH LEVEL WATER ALARM WITH HORN AND STROBE MOUNTED ON WALL ABOVE SUMP AT 48" AFF. 4. CONNECT NEW i" CW AND HW PIPING INTO EXISTING CW AND HW PIPING NEAR MOP SINK. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. CONTRACTOR TO XRAY EXISTING SLAB PRIOR TO WORK. TRENCH CUT SLAB IN ORDER TO RUN NEW UTILITIES TO NEW FIXTURE. CONTRACTOR TO MINIMIZE THE AMOUNT OF TRENCHING AND PATCHING. 6. NEW ISLAND VENT AT FIXTURE. REFER TO DETAIL 7 AND RISER FOR ADDITIONAL INFORMATION. 7. FURNISH AND INSTALL POINT -OF -USE MIXING VALVE UNDER COUNTER. SET TEMPERATURE TO 105 DEG. F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS. 8. BALL VALVES IN CEILING FOR NEW FIXTURE. LABEL VALVES "HAND SINK ON SALES FLOOR." 9. ROUTE FORCED DRAIN WASTE PIPE UP IN WALL AND OVER. CONNECT FORCE MAIN TO TOP OF GRAVITY DRAIN WASTE PIPE. CODED NOTES O NONE TAG DESCRIPTION TMV TOTO MODEL #TLT10, POINT -OF -USE UNDER COUNTER MIXING VALVE, ASSE 1069/1070, SET TEMPERATURE TO 105 DEG F. INSULATE PIPING IN ACCORDANCE WITH ADA REQUIREMENTS, MAINTAIN SERVICE ACCESS. NOTE. VERIFY COMPATIBIUTY WITH OWNER PROVIDED FAUCET. COORDINATE IN FIELD PRIOR TO INSTALLATION. S-1 SINK FAUCET FURNISHED BY OWNER IN CABINETRY, PIPING BY PLUMBING CONTRACTOR. WCO ZURN MODEL #ZN1447, FULLY ADJUSTABLE ROUND WALL CLEANOUT TEE WITH POLISHED STAINLESS STEEL COVER AND SQUARE WALL ACCESS COVER, BY PLUMBING CONTRACTOR. FCO FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED STAINLESS STEEL TOP LEVEL-TROL #ZS1400 A. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF THE WORK. C. LIGHT-UNED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS NOTED. HEAVY-UNED ITEMS INDICATE NEW WORK AS INDICATED. D. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. E. COORDINATE FINAL LOCATION OF EQUIPMENT TO COMPLY WITH LOCAL CODES AND HEALTH -DEPARTMENT AND CITY REQUIREMENTS. F. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. LOCATE FLOOR CLEANOUTS OUT OF TRAFFIC AREAS. G. EQUIPMENT AND INSTALLATION SHALL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS OR EQUIVALENT. H. IN ACCORDANCE WITH WRITTEN INSTRUCTIONS PUBLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE (P01), PROVIDE WATER HAMMER ARRESTORS (SHOCK ABSORBERS) AT PIPE LOCATIONS NEAR FLUSHOMETER VALVES AND ELSEWHERE AS SHOWN. WATER HAMMER ARRESTORS SHALL COMPLY WITH PUBUSHED PDI NOMENCLATURE. I. INSTAL- 4 -INCH AND LARGER SANITARY PIPING AT 1/8 -INCH PER FOOT SLOPE; INSTALL SMALLER SIZES AT 1/4" -INCH PER. FOOT SLOPE. INSTALL VENT. PIPING SO IT WILL DRAIN. COORDINATE SLOPE CAN BE ACHIEVED FOR DESIGN AS SHOWN PRIOR TO BID. J. COORDINATE EXACT LOCATION OF FIXTURES AND DRAINS WITH ARCHITECTURAL DRAWINGS. K. DEAD END PIPES ARE PROHIBITED. (DEAD-END PIPES ARE BRANCHES LEADING FROM A DRAIN, VENT OR POTABLE -WATER PIPE AND TERMINATING AT A DEVELOPED LENGTH OF 2 FEET OR MORE BY MEANS OF A PLUG, CAP OR OTHER CLOSED FITTING.) L PIPE AND FITTINGS EXPOSED TO VIEW IN FINISHED SPACES SHALL BE CHROME PLATED BRASS REVISION N0: VIEWED F COD .; COMP ~ NCE A+ `O;. _ D JUN . X` 017 Tuk RESPONSIBILITY SCHEDULE NONE 01. ISLAND VENT DETAIL NONE PLUMBING EQUIPMENT SCHEDULE NONE GENERAL NOTES NONE 525 MARKET STREET, 32ND FLOOR SAN FRANCISCO, CA 94105 AR CHITECTS 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com emanuelson-podas consulting engineers Emanuelson-Podas, Inc. 7705 Bush Lake Road Edina, MN 55439 952.930.0050 I www.epinc.com STAMP MICHAEL A. WEBERT Typed Name 45575 Registration Number 0 DATE ISSUE DESCRIPTION BY CHECK 01.12.2017 100% CHECKSET JMH MTC 01.23.2017 LL/PERMIT/BID JMH MTC 05.12.2017 SITE REVISION JMH MTC A 05.22.2017 SITE REVISION JMH MTC PROJECT LOCATION: SOUTHCENTER 616 SOUTHCENTER MALL TUKWILA, WA 98188 AREA: 5,436 SF SHEET TITLE: PLUMBING PLAN AND SPECIFICATIONS PROJECT NO. SCALE: EU 3983.0013 CITY OF TUKWILA AS NOTED DATE: MAY 2 3 2017 DRAWN BY: PERMIT CENTER 01.23.2017 JMH REVIEWED BY: MTC SHEET NO. 2 v3.0 (10/01/2013) 4 3 2 SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS OF ALL DEVICES. D 525 MARKET STREET, 32ND FLOOR SAN FRANCISCO, CA 94105 EXIST EXISTiNG TELEPHOLERHQN DATA TERM NAL OARD. EXISTING AR CHITEC TS 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com emanuelson-podas consulting engineers Emanuelson-Podas, Inc. 7705 Bush Lake Road Edina, MN 55439 952.930.0050 I www.epinc.com EXISTIN 6) C 1- I T - Z I 7TI I I _ i.I II II I— H I- -I I— H I ;/ I- H I I I 1— - \ \\ l� L LL _I 1 J 11 11 I I II 11 1- r 7 1 -I II 1i \�`\ I- -I I I I- i i/ I- -I I- -I I- -I i (- I Hi -H J I ) L• I II I Li STAMP MATTHEW W. FULTS Typed Name POWER PLAN KEYNOTES POWER 45451 Registration Number PROJECT LOCATION: B OWNER TO FURNISH AND GENERAL CONTRACTOR TO INSTALL RECESSED ON -GRADE FLOOR BOX, WIREMOLD #880CM3-1 3 -GANG, WITH 838TCAL CARPET/TILE FLANGE AND 83OCKTCAL COVER -PLATE. COORDINATE COVER FINISH WITH OWNER PRIOR TO BID. TRENCH CONCRETE SLAB FROM FLOOR BOX LOCATION TO WALL. CONTRACTOR TO X-RAY SLAB PRIOR TO WORK. COORDINATE ALL TRENCHING REQUIREMENTS WITH LANDLORD PRIOR TO CONSTRUCTION. PROVIDE (1) 1" CONDUIT WITH PULL -STRING FOR DATA CABLING. CONDUIT TO BE ROUTED FROM ACCESSIBLE CEILING IN BACK -OF -HOUSE AREA, DOWN WALL (CONCEALED WITHIN), TO FLOOR BOX LOCATION. PROVIDE (2)CAT6 CABLE FROM EXISTING TELEPHONE/DATA TERMINAL BOARD THROUGH CONDUIT TO FLOOR BOX LOCATION, COIL EXTRA CABLE WITHIN BOX. TERMINATE WITH BISCUIT AND PROVIDE PATCH CABLE AS REQUIRED. PROVIDE (1) 1" CONDUIT FOR (4) 120 VOLT CIRCUITS, CONDUIT AND WIRING TO BE ROUTED FROM PANEL INDICATED, DOWN WALL (CONCEALED WITHIN), TO FLOOR BOX LOCATION. WIRING TO BE COILED AND CAPPED IN BOX FOR FIXTURE INSTALLATION. PROVIDE (4) 20A SINGLE POLE CIRCUIT BREAKERS IN EXISTING PANEL. DISCONNECT EXISTING LINEAR WALL DISPLAY AND RECONNECT TO NEW LINEAR WALL DISPLAY. COORDINATE ALL ELECTRICAL CONNECTIONS AND REQUIREMENTS WITH SUPPLIER. ADD ADDITIONAL ELECTRICAL DEVICES AS REQUIRED. O7 PROVIDE DIRECT CONNECTION TO 120 VOLT SINGLE PHASE, PUMP. PROVIDE 1/2" CONDUIT WITH 2#12 CU. TO PANEL PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTION. FIELD VERIFY LOCATION PRIOR TO INSTALLATION. RESPONSIBILITY SCHEDULE DATE ISSUE DESCRIPTION BY CHECK L.L. G.C. 01.12.2017 100% CHECKSET KJO MWF Q J = 01.23.2017 LL/PERMIT/BID KJO MWF V) ZO< 05.12.2017 SITE REVISION KJO MWF GENERAL REQUIREMENTS GENERAL REQMTS 05.22.2017 SITE REVISION KJO MWF 2. GENERAL CONDUIT AND WIRING PROJECT LOCATION: B OWNER TO FURNISH AND GENERAL CONTRACTOR TO INSTALL RECESSED ON -GRADE FLOOR BOX, WIREMOLD #880CM3-1 3 -GANG, WITH 838TCAL CARPET/TILE FLANGE AND 83OCKTCAL COVER -PLATE. COORDINATE COVER FINISH WITH OWNER PRIOR TO BID. TRENCH CONCRETE SLAB FROM FLOOR BOX LOCATION TO WALL. CONTRACTOR TO X-RAY SLAB PRIOR TO WORK. COORDINATE ALL TRENCHING REQUIREMENTS WITH LANDLORD PRIOR TO CONSTRUCTION. PROVIDE (1) 1" CONDUIT WITH PULL -STRING FOR DATA CABLING. CONDUIT TO BE ROUTED FROM ACCESSIBLE CEILING IN BACK -OF -HOUSE AREA, DOWN WALL (CONCEALED WITHIN), TO FLOOR BOX LOCATION. PROVIDE (2)CAT6 CABLE FROM EXISTING TELEPHONE/DATA TERMINAL BOARD THROUGH CONDUIT TO FLOOR BOX LOCATION, COIL EXTRA CABLE WITHIN BOX. TERMINATE WITH BISCUIT AND PROVIDE PATCH CABLE AS REQUIRED. PROVIDE (1) 1" CONDUIT FOR (4) 120 VOLT CIRCUITS, CONDUIT AND WIRING TO BE ROUTED FROM PANEL INDICATED, DOWN WALL (CONCEALED WITHIN), TO FLOOR BOX LOCATION. WIRING TO BE COILED AND CAPPED IN BOX FOR FIXTURE INSTALLATION. PROVIDE (4) 20A SINGLE POLE CIRCUIT BREAKERS IN EXISTING PANEL. DISCONNECT EXISTING LINEAR WALL DISPLAY AND RECONNECT TO NEW LINEAR WALL DISPLAY. COORDINATE ALL ELECTRICAL CONNECTIONS AND REQUIREMENTS WITH SUPPLIER. ADD ADDITIONAL ELECTRICAL DEVICES AS REQUIRED. O7 PROVIDE DIRECT CONNECTION TO 120 VOLT SINGLE PHASE, PUMP. PROVIDE 1/2" CONDUIT WITH 2#12 CU. TO PANEL PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTION. FIELD VERIFY LOCATION PRIOR TO INSTALLATION. RESPONSIBILITY SCHEDULE H * ILI ELECTRICAL DESCRIPTION W cr) W c L.L. G.C. OWNER • Q Z v) ZO< ce ,_ Q J = I- Z v Z Q OQ —J M I— Z V) ZO< Q J M J N z N/A INDICATES NOT APPLICABLE GENERAL REQUIREMENTS GENERAL REQMTS 1. OUTLETS AND SWITCHES 2. GENERAL CONDUIT AND WIRING 3. DATA CONDUIT 4. DATA CABLING 0 0 0 ALL FINAL CONNECTIONS TO EQUIPMENT BY OTHERS. 5. FLOOR BOXES 6. ACCESS PANELS 0 0 0 AS REQUIRED BY CODE. SOUTHCENTER 61 6 SOUTHCENTER MALL TUKWILA, WA 98188 5,436 SF SHEET TITLE: ELECTRICAL POWER PLAN PROJECT NO. 3983.0013 SCALE: DATE: DRAWN BY: REVIEWED BY: SHEET NO. RECEIVED CITY OF TI WWII A MAY 2 12017 PERMIT CENTER AS NOTED 01.23.2017 KJO v3.0 (10/01/2013) D C ,111111111•• B A 5 4 3 FIRE SAFETY NOTES 1. SEC. 18-5.2 RETENTIION OF PLANS ONE SET OF APPROVED PLANS, SPECIFICATIONS, AND COMPUTATIONS SHALL BE RETAINED BY THE BUILDING OFFICIAL FOR A PERIOD OF NO LESS THAN 90 DAYS FROM THE DATE OF COMPLETION OF THE WORK COVERED THEREIN, AND ONE SET OF APPROVED PLANS SHALL BE RETURNED TO THE APPLICANT, AND SAID SET SHALL BE KEPT ON THE SITE OF THE BUILDING OR WORK AT ALL TIMES DURING WHICH THE WORK AUTHORIZED THEREBY IS IN PROGRESS. 2. FIRE SAFETY 16.1.1 STRUCTURES UNDERGOING CONSTRUCTION, ALTERATIONS, OR DEMOLITION OPERATIONS, INCLUDING THOSE IN UNDERGROUND LOCATIONS, SHALL COMPLY WITH NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, AND THIS CHAPTER 2012 NFPA 1 3. ALTERATIONS OF BUILDINGS 16.4.4.1 WHERE THE BUILDING IS PROTECTED BY FIRE PROTECTION SYSTEMS, SUCH SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES DURING ALTERATION 16.4.4.2 WHERE ALTERATION REQUIRES MODIFICATION OF A PORTION OF THE FIRE PROTECTION SYSTEM, THE REMAINDER OF THE SYSTEM SHALL BE KEPT IN SERVICE AND THE FIRE DEPARTMENT SHALL BE NOTIFIED 16.4.4.3 WHEN IT IS NECESSARY TO SHUT DOWN THE SYSTEM, THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE ALTERNATE MEASURES OF PROTECTION UNTIL THE SYSTEM IS RETURNED TO SERVICE 10.8.1.1 AS NECESSARY DURING EMERGENCIES, MAINTENANCE, DRILLS, PRESCRIBED TESTING, ALTERATIONS, OR RENOVATIONS, PORTABLE OR FIXED -EXTINGUISHING SYSTEMS OR DEVICES OR ANY FIRE -WARNING SYSTEM SHALL BE PERMITTED TO BE MADE INOPERATIVE OR INACCESSIBLE 13.1.9 WHEN A FIRE PROTECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN 4 HOURS IN A 24-HOUR PERIOD, THE AHJ SHALL BE PERMITTED TO REQUIRE THE BUILDING TO BE EVACUATED OR AN APPROVED FIRE WATCH TO BE PROVIDED FOR ALL PORTIONS LEFT UNPROTECTED BY THE FIRE PROTECTION SYSTEM SHUTDOWN UNTIL THE FIRE PROTECTION SYSTEM HAS BEEN RETURNED TO SERVICE 4. APPROVAL AND ACCEPTANCE 13.7.3.2.1.3 BEFORE REQUESTING FINAL APPROVAL OF THE INSTALLATION, IF REQUIRED BY THE AHJ, THE INSTALLING CONTRACTOR SHALL FURNISH A WRITTEN STATEMENT STATING THAT THE SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH APPROVED PLANS AND TESTED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND THE APPROPRIATE NFPA REQUIREMENTS 13.7.3.2.1.4 THE RECORD OF COMPLETION FORM, FIGURE 10.18.2.1.1 OF NFPA 72, SHALL BE PERMITTED TO BE PART OF THE WRITTEN STATEMENT REQUIRED IN 13.7.3.2.1.3 WHEN MORE THAN ONE CONTRACTOR HAS BEEN RESPONSIBLE FOR THE INSTALLATION, EACH CONTRACTOR SHALL COMPLETE THE PORTIONS OF THE FORM FOR WHICH THAT CONTRACTOR HAD RESPONSIBILITY. OMNI 11111111111 MON [SCOPE OF CHANGES TO FIXTURE LAYOUT 2 SCOPE OF WORK IN THIS SUBMITTAL IS FOR THE REMOVAL, RELOCATION, AND INSTALLATION OF FLOOR FIXTURES. NO WORK AT STOREFRONT. SCOPE OF WORK INCLUDES PATCHING AND REPAIRING EXISTING FLOOR FINISHES, FURNITURE, AND ELECTRICAL WORK. NO f 1J 1 DETAIL NUMBER BY SHEET A000 4.11•11 MN WM MIRO NUMBER KDI 1 ELEVATION NUMBER 01.23.2017 SHEET A000 MWH/ DRM NUMBER Il1 SECTION / DETAIL NUMBER A000 SHEET NUMBER PARTITION TYPE . 0 DOOR NUMBER SYMBOL DESCRIPTION 4 GENERAL SYMBOLS 1. PROJECT NAME: 2. PROJECT DESCRIPTION: 3. PROJECT LOCATION: 4. TENANT NAME: 5. LANDLORD: 6. TENANT'S ARCHITECT: 7. GROSS AREA OF: LEASED PREMISES: 8. APPROXIMATE AREA OF WORK: 9. CONSTRUCTION TYPE: 10. OCCUPANCY TYPE: 11. FLOOR LOCATION: 12. FLOOR STRUCTURE: 13. GOVERNING CODES / BUILDING & STRUCTURAL: ENERGY CONSERVATION: MECHANICAL: ELECTRICAL: PLUMBING: FIRE PROTECTION: ACCESSIBILITY: 14. SPRINKLER SYSTEM: SEPHORA: SOUTHCENTER SKINCARE STUDIO, TREND WALL, WALL LINEARS & RELO. FLR. FIXT. 616 SOUTHCENTER MALL TUKWILA, WA 98188 SEPHORA WESTFIELD FINN DANIELS ARCHITECTS 5,436 SF ±1128 SF TYPE II -B, FULLY SPRINKLERED M (MERCANTILE) GROUND FLOOR CONCRETE SLAB ON GRADE GUIDELINES: 2015 INTERNATIONAL BUILDING CODE 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL MECHANICAL CODE 2014 NATIONAL ELECT. CODE (NFPA 70) 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2009 ICC / ANSI Al 17.1 FULLY SPRINKLERED (EXISTING TO REMAIN) CODE REVIEW INFORMATION APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR (S). TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT: 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 TEL: 206.431.3670 19 SCOPE OF WORK 3 CODE DATA 1/8= 1'Q" ARCHITECTURAL DESCRIPTION RE -USE EXIST. z G.0 < Z 0 < I- LLZ OWNER iO 2 0 < w (2 N/A INDICATES NOT APPLICABLE KEY DESCRIPTION LOCATION B-1 CUSTOM WOOD CLADDED BASE 8" H. x 1/2" THK. PLYWOOD W/ ALUMINUM CLADDING BLACK ANODIZED FINISH SALES AREA GENERAL REQUIREMENTS GENERAL REQUIREMENTS 1. DEMOLITION 0 2. SAFETY BARRICADE 0 0 0 AS REQUIRED AT AREAS OF WORK FOR SAFETY OF CUSTOMERS. 3. DUMPSTERS 0 0 0 VERIFY REQUIREMENTS WITH LANDLORD. B-2 RUBBER BASE BY ROPPE - 4" HIGH x 1/8" 700 SERIES COVE BASE "BLACK" #100 OFFICE, CORRIDOR, STOCKROOM AND ELECTRICAL ROOM 4. CLEANUP 0 0 5. FINAL CLEANUP 0 • 6. PERMITS AND APPROVAL • BY OWNER. 7. INSPECTION/ COORDINATION 0 • P-1 BENJAMIN MOORE, SUPERSPEC "SWISS COFFEE' #OC45, FLAT SALES AREA AND TOILET ROOM GYP. BD. CEILINGS 8. PARTITIONS (PATCH AND REPAIR) 0 0 AS REQUIRED AT AREAS OF DEMOLMON. 9. PAINT 0 • AS REQUIRED AT AREAS OF DEMOLITION - SEE FINISH SCHEDULE A0.0. 10. SALES FLOORING (PATCH AND REPAIR) 0 0 0 AS REQUIRED AT AREAS OF DEMOLITION - SEE FINISH SCHEDULE A0.0. 11. SALES WALL BASE (PATCH AND REPAIR) 0 AS REQUIRED AT AREAS OF DEMOLITION - SE FINISH SCHEDULE A0.0. P-2 BENJAMIN MOORE, SUPERSPEC "SWISS COFFEE' #OC45, EGGSHELL SALES AREA SOFFIT FACES AND WALLS ABOVE LINEARS 12. BACK STAGE RESILIENT FLOORING (PATCH AND REPAIR) 0 0 0 AS REQUIRED AT AREAS OF DEMOLITION - SEE FINISH SCHEDULE A0.0. 13. BACK STAGE VINYL BASE (PATCH AND REPAIR) 0 0 • AS REQUIRED AT AREAS OF DEMOLITION - SEE FINISH SCHEDULE A0.0. 14. SKINCARE STUDIO • 0 G.C. TO PROVIDE ELECTRICAL, DATA AND PLUMBING AS REQUIRED. 15. TREND WALL • 0 G.C. TO PROVIDE ELECTRICAL AS REQUIRED. P-3 BENJAMIN MOORE, SUPERSPEC "SWISS COFFEE' #OC45, SEMI -GLOSS SALES AREA, STOCKROOM, OFFICE, CORRIDOR, TOILET ROOMS AND ELEC. ROOM 16. LINEARS 0 0 G.C. TO PROVIDE ELECTRICAL AS REQUIRED. 17. EXISTING FIXTURES TO BE RELOCATED 0 0 G.C. TO VERIFY ALL REQUIREMENTS WITH MEP. 18. WAINSCOT- FRP (BACKSTAGE/TOILET ROOM) 0 0 AS REQUIRED AT AREAS OF DEMOLITION - SEE FINISH SCHEDULE A0.0. 19. TOILET ROOM FLOORING (PATCH AND REPAIR) 0 0 AS REQUIRED AT AREAS OF DEMOLMON - SEE FINISH SCHEDULE A0.0. FRP WALL BOARD BY MARLITE FRP P100, WHITE - PEBBLE SURFACE PROVIDE COLOR -INTEGRAL TRIM MOLDING AT TOP EDGE, CORNERS, BOTTOM AND SEAMS UP TO 48" A.F.F. AT TOILET ROOMS, STOCKROOM AND CORRIDOR 20. TOILET ROOM BASE (PATCH AND REPAIR) 0 0 AS REQUIRED AT AREAS OF DEMOLITION -SEE FINISH SCHEDULE A0.0. 21. FIREPROOFING (PATCH AND REPAIR) 0 • 0 AS REQUIRED AT AREAS OF WORK. 18 RESPONSIBILITY SCHEDULE PT -3 PORCELAIN TILE BY INNOVATIVE STONE, PENTA MATTE - 16"X16" W/ 1/8" GOUT JOINT - GROUT: LATICRETE "MIDNIGHT BLACK" #22_W/ CRACK BRIDGING SALES AREA 1. THE WORK DELINEATED IN THESE DRAWINGS SHALL CONFORM TO ALL CODES AND STANDARDS THAT HAVE JURISDICTION IN THE SPECIFIED STATE AND CITY. 2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO ACCESSIBILITY AND OSHA MUST BE INCORPORATED IN THE WORK EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THE DRAWINGS OR SPECIFICATIONS. 3. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE NOTED OR SPECIFIED. 4. COMPARE ARCHITECTURAL DRAWINGS WITH ELECTRICAL AND PLUMBING DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE OWNER. 5. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. 6. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. 7. CONTRACTOR TO MAINTAIN PREMISES BROOM CLEAN THROUGHOUT CONSTRUCTION UP TO AND INCLUDING FIXTURE DATE. 8. GC TO COORDINATE SHIPMENT AND DELIVERY AND NOTIFY SEPHORA OF DAMAGES AND SHORTAGES 9. G.C. TO PROVIDE PROTECTION FOR MALL FLOOR AND FINISHED FLOOR. ANY DAMAGE THAT MAY OCCUR DURING DEMOLITION AND/OR CONSTRUCTION DUE TO THE CONTRACTOR'S FAULT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. NO ALTERATION TO THE LANDLORD'S STRUCTURAL MEMBERS ARE ALLOWED. 11. NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINISHED CEILING. 12. REFER TO SCOPE OF NEW WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES LINES, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND/OR NOT USED EQUIPMENT, FIXTURES, WIRING, ETC., SHALL BE REMOVED FROM THE JOB SITE. 13. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT IMMEDIATELY. 14. G.C. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MAIN, DOMESTIC WATER, SEWER LINE, GAS LINE ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK. ANY SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 15. G.C. TO COORDINATE AND SCHEDULE WORK 16. G.C. TO PROVIDE ROUGH -IN PER DRAWINGS 17. G.C. TO COORDINATE WITH OWNER 18. G.C. TO COORDINATE WITH THE SUPPLIER 19. G.C. TO COORDINATE WITH STORE FIXTURE SUPPLIER 20. G.C. TO COORDINATE WITH FIXTURE INSTALLER 21. IF REQUIRED BY LOCAL AUTHORITY, G.C. SHALL PIPE AND PULL WIRE FOR LOW VOLTAGE SYSTEMS PROVIDED BY SEPHORA. OWNER'S REPRESENTATIVE (PRIMARY CONTACT) PROJECT CONTACT: NANCI GUNNING GUNNING MANAGEMENT 650.339.3080 (VOICE) nanci.gunning@sephora.com OWNER PROJECT CONTACT: ERIC KNUDTSON SEPHORA USA INC 415.284.3265(VOICE) eric.knudtson@sephora.com • ARCHITECT REVISIONS No changes shE,II tv-,,, made to the scope of work withoiit prior approval of I Tulf.vvila Buf!ding Division williyulre a new plan submittal and may include additional plan review fees. PROJECT CONTACT: MIKE HEGNA FINN DANIELS ARCHITECTS 2145 FORD PARKWAY, SUITE 301 ST. PAUL, MN 55116 651.888.6889 (VOICE) mike@finn-daniels.com MEP ENGINEER 1‘..L....1 1 ‘i L., 4 a L., 0 t -..i ilwli i LREQU1RtD FOR: 1210.:.-thattical 1YElc.-:ctrical tg''fiumbing Of Gas Piping City of Tukwila Stil!..1.1:UG DiV/SiON PROJECT CONTACT: MATT COLEMAN EMANUELSON PODAS, INC 7705 BUSH LAKE ROAD EDINA, MN 55439 952.930.0050 (PHONE) mcoleman@epinc.net 17 NTS • tute_S..us SITE PLAN 5 616 SOUTHCENTER MALL SPACE #1120 TUKWILA, WA 98188 13 C Sire rider Blvd Target VICINITY MAP 4 SEPHORA 616 SOUTHCENTER MALL SPACE #1120 TUKWILA, WA 98188 VCT -1 VCT -2 VS -1 WD -1 ACT -1 VINYL COMPOSITION TILE BY ARMSTRONG IMPERIAL TEXTURE STANDARD EXCELON - COOL WHITE #51899 12" x 12" x 1/8" VINYL COMPOSITION TILE BY ARMSTRONG IMPERIAL TEXTURE STANDARD EXCELON - CHERRY RED #51816 12"x 12"x 1/8" VINYL SHEET FLOORING BY ARMSTRONG POSSIBILITIES, PETIT POINT -CHARCOAL GREY #88210, SHEET W/ INTEGRAL COVE BASE W/ WATERPROOF MEMBRANE HARTCO COMM. HARDWOOD FLOORS PATTERN PLUS 5000 MAPLE (BLACK); #FA00062 36"L x 4 1/2"W. x 3/8'THK. INSTALLED @ 45 DEGREES W/ BOSTIK'S BEST ADHESIVE ACOUSTIC CEILING TILE BY USG RADAR CLIMA PLUS, #2420, WHITE, FLAT FINISH - 2' -0"X4' -0"X5/8" STOCKROOM, OFFICE, AND ELECTRICAL ROOM FLOORING ELEC. ROOM FLOORING TOILET ROOMS SALES AREA AND CORRIDOR FLOORING OFFICE, STOCKROOM AND CORRIDOR CEILINGS 9 GENERAL NOTES 2 PROJECT DIRECTORY NOTE: G.C. TO VERIFY ALL FINISHES ON SITE. FINAL FINISHES TO BE APPROVED BY OWNER FINISH SCHEDULE 3 ACC ACCESSIBLE ACT ACOUSTIC CEILING TILE A.D.A. AMERICANS W/ DISABILITIES ACT A.F.F. ABOVE FINISH FLOOR BD. BOARD BM. BEAM CLG. CEILING CONC. CONCRETE CLR. CLEAR E EXISTING EXG. EXISTING EXIST. EXISTING EQ. EQUAL F.C. FIXTURE CONTRACTOR FIN. FINISH FL. FLOOR F.F. FACE OF FINISH FRP. FIBERGLASS REINFORCED POLYESTER FRT. FIRE RESISTIVE TREATED F.S. FACE OF STUD F.V. FIELD VERIFY GA. GAUGE G.C. GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GYP.BD. GYPSUM WALL BOARD OFCI OWNER FURNISHED CONTRACTOR INSTALLED 5 ABBREVIATIONS 2 H.M. L.L. MIN. MTL. O.C. PLAM REFL. SH. SST. STL. STRUCT. SIM. SUSP. T.B.D. TEMP. T & G TYP. U.N.O. V.I.F. V.I.T. W/ WD. HOLLOW METAL LANDLORD MINIMUM METAL ON CENTER PLASTIC LAMINATE REFLECTED SHELVES STAINLESS STEEL STEEL STRUCTURE SIMILAR SUSPENDED TO BE DETERMINED TEMPORARY TONGUE & GROOVE TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VINYL COMPOSITION TILE WITH WOOD ARCHITECTURAL A0.0 COVER SHEET A1.0 DEMOLITION PLAN A2.0 NEW WORK PLAN MECHANICAL ELECTRICAL, PLUMBING P1.0 PLUMBING PLAN AND SPECIFICATIONS E1.0 ELECTRICAL POWER PLAN E2.0 POWER RISER AND SCHEDULES E3.0 ELECTRICAL SPECIFICATIONS 1 DRAWING INDEX 1 525 MARKET STREET, 32ND FLOOR SAN FRANCISCO, CA 94105 ARCHITECTS 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com FILE COPY Permit No. Oil' (30 I Plan rGview is SlibleCt to errors and or:isslor:s. Approval of COFIE:i:-;:t;Ziri documonl3 cioas not auTho:iz3 the violation of any a.--'olted To or ordinance. Reafjit of approved Field C.1.,11- -4iditions is arigiowle.dg.3d: 'AI ft By: Date: City of Tukwila BUILDING DIVISION STAMP 11631 DRE is. STATE 07 A DATE ISSUE DESCRIPTION BY CHECK 01.12.2017 100% CHECKSET KDI MWH 01.23.2017 LL/PERMIT/BID MAH MWH/ DRM PROJECT LOCATION: SOUTHCENTER 616 SOUTHCENTER MALL TU 88 CODE COMPLIANCE APPROVED AREA: MAR 0 2 2Q17 5,436 SF SHEET TITLE: PJ 242 PROJECT NO. S156 RECEIVED CITY OF TUKWILA SCALE: AS NOTED DATE: FEB 21 2017 01.23.2017 DRAWN BY: PERMIT CENTER KDI REVIEWED BY: MWH / DRM SHEET NO. I v3.0 (10/01/2013)