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Permit D01-022 - SOUTHCENTER MALL - PRETZEL TIME - KIOSK AND SANITARY SIDE SEWER
DO1-022 Pretzel Time 402 Southcenter Mall City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9004 Address: 402 SOUTHCENTER MALI_ Suite No: Location: Category: ARST Type: DEVPERM Zonirig: Const Type: Gas/Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Contractor License No: CRISAC *088JF Permit Center Authorized Signature:_ Signature:__ Print Name : __ _ �- Sl���._ij / -� / -- DEVELOPMENT PERMIT Permit. No: Status: Issued: Expires: (206) 431 -3670 D01 -022 ISSUED 03/02/2001 08/29/2001 Occupancy: RESTAURANT UBC: 1997 Fire Protection: SPRINKLERED /AFA East: .0 West: .0 OCCUPANT PRETZEL TIME Phone: 402 SOUTHCENTER MALL, TUKWILA, WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT NICK FISHER Phone: 425 -557 -8860 PO BOX 640, ISSA(UAH WA 98027 CONTRACTOR CRISAFULLI CONSTRUCTION 10708 UPPER PRESTON RD SE, ISSAQIJAH, WA 98027 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALLATION OF NEW KIOSK IN SOUTHCENTER MALL PW ACTIVITIES INCLUDE SANITARY SIDE SEWER FOR GREASE INTERCEPTOR INSTALLATION INSIDE PRETZEL TIME KIOSK. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 35,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N Nu: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************+ r** * * * * * * * * * * * * * * * ** * * * * * * * ** * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 836.71 ****************************************************** * * * * * * ** * * * * * * * * * * * * * ** * * * ** ** t�v Streams: Date: _ /7/.0./_ -__ I hereby 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 riot. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to s i g n fur and obtain t h i s development permit. Date _ _�2vn This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 clays from the last inspection. ; AdAru:!...: 10'4 MALL hfl: I DLVPf:P.M : r I 2.62:304 -.9004 'id: /r.;;',* 1 Permit Coodition!,: 1. NO ehange!', w h 1_0 dpOrt2V(qi L/ 1.ncrineer . i,Arid thy flAwiln Building Dikii!,loo. All contruction to be don; ;r1 cnor.)imao.Ye.: w:s-H '10hff plan!, nod requir rn tht: r:od L(1 itioo) a!, amended, !loiiorm Mecilunic (och, LdiLiow. ;Ind Ww;h1 wit°, StaLe Lfier (Ode (31; PluAbing ptrn i 1 hi1 1 be 01.0flincd the ,r1.(ifitie Lounty Departmoot of Public, Piumbidg will b/ in:,pec:ted by that agerv:v, including ali piping f: , Validity of Permit, I t i;,;ip of 0 f. : I jil in f i cat i ow" and eompi.c jolt, - ;ba I I eon !itrued to be a permit for, t, (AO apbr(. of. rinv of any of the provi of the bOid;.:.1 f,t (4 any other ordinance of the jori.!,(fietion. f4:.) !!e! give JlJLh(fl to violate or C;MCC1 the provi f code !A•a I I he vi I , . L. I eotr i I pif rill I t 1;3. 1 I 1)(' li I ri 1,! ;Ai i . Wi h i "Late i v ion of Li..thor :.trid I ndoy, t r• tt 1 ij I i f: i f ' work will be irftipected by LiiiA ../9r3A (21/..; 6(Hu). 6. ihere !Mall he no occopnoGy of the btfilnirthfi final in hw.: been ee by thr. !utwifa huilding Ilir;pec:tor. All mc:chanichI work ',hall be under - pf:LiHt i)v the Cit,y of lukwila. A I 1 permit:;, in'wectioo recordf,, jr( opproved htf. available at the job prior ;Inv (:1)m , ,truc;tion. Ihetw: doeument are L(' be mainta and avail able until final inpection apprd■ granted. *k*PUDLIC WORKS (fl t;)r)tr(;tu1 . Iii I i noLify hublir Worl. 01 iliLv 206-4: '0179 oi . uommehremenL and uompletioh or work uf leas,l. :2(1 hOUC!: ift wAv. OULASE 1RAP UL INSTALUD MANNIALtMli.P ')11:A. AMP PLCOMMFNDA1TONS. B LOW ykr sHAL 1 ICL CREAM MAKER ANO RF.01ANIO APPLICANf SHALL .)1:11ALN A PLIJNOINfj I I.PHN '< HT; *NI) LNVINONMENAAL ilLALAH DLPAf0MrNI. k"It.-' (by r • y l,11.71L r Coil i i . 1 I I („01113 Is/ W j Li) LAW:" WI ;I:, 0111, I 1rtd . A i I pi liw rid 01 ;RI tihi work will be domoIled with. v. I he grant in() of 0..*) per III d :: rio pr ewrie L i vt ty 1,0 viol;Ite or canect the provi.:jow, o( trr ther wotk Or requiating con!itruction or !..he perforloilni:e o Work. Print Namc: ft 4 1 r i 4 Project Name/Tenant: t•Eze cz - 77 ,1 70 - Value of Construction: 3 s Tax Parcel Number: Site Address (include suite number) ,pet M/15 5300, ovi71 a rOac.- City State/Zip: %d r ,,,:.o Property Owner: .. C.- f, 14A-1-w- Phone: Street Address: Will there be a change of use? ❑ yes 73 no if yes, extent of change: (Attach additional sheet if necessary) City State/Zip: L11trt/ /14, s/L Fax #: Contractor: Jr , n.JA Phone: 7/7- _fi 7. Street Address: /� � 9e Li4.d � i 41 7 7/Y - a ✓J City State/Zip: P4 / 35� Fax #: 7� 7 $�I S'- '-- Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: V .Gl �7L Phone: _ 9z 557- 9<aocp Street Address: O f.'� Go City State/Zip: - OG U Fax #: 4'`' E +.'rc Description of work to be done (please be specific): 411) at- 4 ) � __ JAN 2 6 1001 /,/ - Z.t'Ti / ,044_ NEF?t,!IT 4. u . __2 Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College/University ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Motel /Hotel ❑ Office ❑ Other ❑ Multi- family ❑ Warehouse Hospital ❑ Motel /Hotel ❑ Office Cl Other Proposed use: ►! Retail ❑ Restaurant ■ Church ❑ Manufacturing ❑ School /College/University No. of Stories: Area of construction (sq ft): Building Square Feet: �st Will there be a change of use? ❑ yes 73 no if yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: t∎ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes la no Attach list of materials and storage location on separate 8 1/2 X 1 l paper indicating quantities &Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: a r D 2 2 Commercial / Multi - Family Tenant Improvement I Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. .. i '. )r- l dk y'. .I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop/Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: / >/0 L /a / Date applic n expires- - 7 ,( Application taken by: (initials) PLEASE SIGN BACK.OF APPLICATION FORM ' 11/30/00 crprrmit.doc BUILDING OWNER 0 ORIZED AGENT: Signature:/ /-�/ C . Date: / I2e;=e--; Print name: / / e-' . , I Phone: _ �� I Fax #: , U Address - , r ( -/� ly e/) . City /State/Zip 7 -,- ;4t'^1 l / {{- I ,'.t . `1Crq - C'-'. , 4 1/ - -) APPLICATI . MUST BE SUBMITTED WITH TH. — 0 LLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description 4 , 71 - Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ 171 Site Plan (including existing fire hydrant location(s) ❑ CI S21" ❑ ❑ ❑ 11/30/00 clpermU.doe 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) CA /'-- 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Floor plan: show location of tenant space with proposed use of each room labeled CA Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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. ar * * * * * * 4. * 4- t 4- 4- r r#1 •r7k4if l'IT1 OF TUKWILA. WC, • **A******A0****,‘Aii.***##*A,,,4. TRANSMIT NitAber: r-) 4 Payment Method: CHECA Notation ( 1 L. 3 3 ,1 Permit 0o: 1)0 I-322 DEYPEUh Parcel No: M2.104-q004 ite fiddre: 40:2 tiOLIIHCE0TEP hLL rQti, ihit Payment 4' 1 1 LL lsritt:., i3a : 4*1 ***A************iAAAii;***A-A**.A*4,*1-0 0, Account Ct.'d at i4mk;1 000/j22.E100 • mmmismastesmntmewal., CllY Of TUKW1IA, WA Ik******AAA**Ak*AAAkAA*AA\ 4*****A**A* TRANSM11 1HANSM11 Number: H0100281 Amount: 516./r) 0A/02/01 11:49 Payment Method: (Ht- (K Notation: 3F S MARKF1 1 N6 !nit: KW Permit No: Parcel No: Site Addre.s: chili Payment k********* k****** Account. Code 000/322.100 000/386.904 402/342.400 "'ad""'""a"'""'".'"""""'"t".""''"b"'""'"""'"'"'"" --, D01-022 lype: Pfk/EI 0I Ni 262304-9004 402 SOITHICEAFFP MALL PERM11 Total Fec:: 8 516./5 rotal ALI Pmt: : 836./1 Balance: .00 **k********* De5cription Amount BUJ - NONRES 492.25 S rATF OLIIIDING SURCHARGF 4..50 INSP FEF - SMF/SSS 20.00 - 6I -o .7 27 ' TOTAL Project: L Type 9 Ins . ection: Address: C./( / Date ed: Special instructions: Date wanted: Z ,.6 - {,.,.0) . p .m. RequAS[er: Phone: ' 5 =4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - - - ✓✓ -- Approved per applicable codes. j Corrections required prior to approval. COMMENTS: Receipt No: INSPECTION RECt,..J Retain a copy with permit ■ Inspector: f' / -.-' Date: - c-1 0 $47. REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Date: 02-a, PERMIT NO. (206)431- COMMENTS: Type of Inspection: 1- t ha I Address: , Mali L33 Date called: 3- 2 7- 0 i 2 Special instructions: Date wanted: 3 f 2 8 _ D' a.m. Requester: Pat Phone: 2 1 6 .� ti q q 9 Gtr, .t.4 -. c..,9 Fl 5`1 - . J! I Project: Py:f iP 1 - ri m►e. 1C i o ske. Type of Inspection: 1- t ha I Address: , Mali L33 Date called: 3- 2 7- 0 i Special instructions: Date wanted: 3 f 2 8 _ D' a.m. p.m. Requester: Pat Phone: 2 1 6 .� ti q q 9 5,5 �W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REI.D Retain a copy with permit DO -022. PERMIT NO. (206)431 -3670 Corrections required prior to approval. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 77 , , .......„ : Typp of InspeT177 ------ Address: fdd2 (4 4' te called: , 1 0 1 ,_ Special instructions: ate wanted: , 3 ? 't i 1 (;.m. P.m. Regkiestr( k: . - Phone: y - LI `.( ct - 3 29 L cc I( L INSPECTION REWRD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Oc)t - 2_ 2— PERMIT NO. (206)431-3 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION 1 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: COMMENTS: Type of Inspection: t^,4 i 1 ":)4' 47 14-4.11 --4 C .(€j ,> y-_ 1,. ,--,0 r.i fr (a.m. p.m. ��r.? # C Requester: rk ( -/ <0_ 1 4 /Y ,Y, l4 , , h � tJ Phone: 4 4?; - 4 4 yy * r .1 -S) P--/- / Project: � F ,rC 12, / Ti �r� �r �1:k Type of Inspection: t^,4 i Address: �:;, ��1, . ,, , rt,:.( D c Iled: /( ft) t Date anted: `710/ (a.m. p.m. Special instructions: , e ; f r ' >'c. i f , Requester: rk ( Phone: 4 4?; - 4 4 yy * c :" ru INSPECTION NO. 0 Approved per applicable codes. INSPECTION RELJ D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 Corrections required prior to approval. n $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Date: _2/ Receipt No: Date: • • " ''•: :; .•_ , : , ..s ti %: • r• • ;•a : "; • : •. r .. • .• • +4r: '� , ` ` • I . .or tan newt SOWS P80. NO. PIPE SRE Wi MY • • • • L NNNKRiAR1P1' PIO• Painted [ -30• A.R. In 6 Out. • In & Out -31' or -32• A.R. In or Out S1,543.10 1,792.20 . 2.021.00 2.193.00 2.974 40 3.135.80 3,773.10 5,077.60 -60 Sad. locket 3445.80 445.30 445.10 44580 457.60 414,00 . 31120 774,07 — 601 — TYPE 60101A 60102A 60103A .-- ►60104/1 60105A 60106A 60107A 60106A $$519$$S e»o_. gg 51,02220 1,169.20 2.097A0 2,16040 3,050.G0 3,312.00 3,175.00 5.397.10. DO et• ; •-30 I►tld•rledsting inside and Outside MOtrt .� 31 Add- Resistinglnttde . 410W 32 Add•ReilstMq Outside A10V4 •PON 4 -62 4" Inlet' and Outlet Available On Std 3" Sizes • nil; 14. -6S Hub Witt S11g0t Outlet, Ht , 2'• 320 '-66 b Mkt. Spigot Outlet. 3" ' 7740 -67 Htb bllflt, Spigot Outlet, 4" • -• 110.60 • ' ' • -885 Encyrr�e Socket Cover t� f�l+�e • . • • y amt normally furnished with a 4 ".x 3' reducing buthlnq• • • Conforms to Plumbing and Drainage Insntute Standard P016101• • • � 1 j % • j � j � � � j e ♦ �. w `i-i i•. — � � t a • TYPE NO. . . • • . RATE GPM' r : J .. .. ... .. • inn SiT2 .. ROUGM•I H• ., • ' CENTENO • • • t.ENOTH II • 16T14. P ,• HEIGHT 0 • ` 6 a G 0 . '••t�0r0 1x14 w 7 .1.1A • _ 2 milli • • 16918 9.1. 16 • wits • i ': ' ! °.., . -w cs � wn�� — 40102A � 2. 11.114 11.916 3e ( —. •`, _rot pacts / K — — I. .. I .. 1'' i. 1b . ' ' . �111111 � ��0 a . 11.,12 '� , 2 .1f0 4 .► 10. 4 r I -il0 a3 • 14 • 110 I I 001064 60 1111 14.1/2 11111 2044 11.74 104,2 • 120 O 0010 /A 70 •16 - +12 30 144/4 20.16' 110 .r • 3 EM �� V ',writ s+�w• +1 L-- SHGtKAT1oN :10uM 60100A Series white coated meet drew* Irtterwptor, on-floor or partiall 'tunas type. with ( ) GPM rating and ( ) pounds grease c4pacity„1) inch threaded tortneetloro• internal air relief, visible d0vb19 will ' trap, renavabls ban•, imitated cow bearing POI t661 of approval and flow control fitting. . . - ....r ..w.�•• -' ---- • • -- a� �..r l J • —re a CE•tvt cR kireaUtIct- UAL CLEANING, ON -FLOOR TYPE ACTIVITY NUMBER: D01 -022 DATE: 2 -20 -01 PROJECT NAME: PRETZEL TIME - KIOSK SITE ADDRESS: 402 SOUTHCENTER MALL SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision It After Permit Is Issued DEPARTMENTS: Building Division Publi ofks , $K.3 covr DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U Incomplete Comments: PLAN REVIEW /ROUTING SLIP Structural TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: u1t, oil I not' YR Fire Prevention Planning Division C n Permit Coordinator n DUE DATE: 2- 22-2001 Not Applicable El No further Review Required C DATE: DUE DATE 3-22 -2001 Approved Fl Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: w 0 co 0 w LL w 0 u. � 1 w O • N O H w w O w Z 0 z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: E: 2m. 2 Plan Check /Permit Number: ❑ Response to Incomplete Letter # El Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: PRETZEL TIME - KIOSK Project Address: 402 Southcenter Mall Contact Person: Nick Fisher Phone Number: 7 0Z$ • 1 • a� '7 Summary of Revision: S 1-4 diw PI-4 2:1 414 I 1 4,✓4> ("7 /c .QTiomi. Sheet Number(s): , "Cloud" or highlight all areas of revision including slate of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on –a) — 01 D01 -022 c = 02/16/01 February 16, 2001 Nick Fisher PO Box 640 Issaquah, WA 93027 Dear Mr. Fisher: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D01 -022 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D01 -022 Pretzel Time - Kiosk 402 Southcenter Mall This letter is to inform you of corrections that must be addressed before your revision #2 to 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 Public Works Department. At this time, the Building Division, Fire Department, and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be acce ted throu ' h the mail or by a messen • er service. If you have any questions, please contact me at (206)431 - 3672. hi-id 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER: D01 -022 DATE: 2 -20 -01 PROJECT NAME: PRETZEL TIME - KIOSK SITE ADDRESS: 402 SOUTHCENTER MALL SUITE NO: Original Plan Submittal Response to Incomplete Letter fi XX Response to Correction Letter it ' Revision A _ After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete L_ Comments: C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved VPI PLAN REVIEW /ROUTING SLIP Fire Prevention • Structural Incomplete El Approved with Conditions n Planning Division Permit Coordinator C C DUE DATE: 2- 22-2001 Not Applicable El TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: .J DATE: 2 -ZI--C7 DUE DATE 3-22 -2001 Approved n Approi d with Conditions[ Not Approved (attach comments) n (� T— DATE: 5)0//01 DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: K` -- :- rn= •;:li2LIC WORKS _ E N I R 0 N F � _� S T I'' S T f M 5, ` I C T A To: Attn: [b 'Z4t1 Address: We are sending you.... Cl Shop Drawingsngs ❑ Specifications J Samples i Other Copies Date THESE ARE TRANSMITTED as indicated below: J FOR BIDS DUE: CI For Approval U Reviewed as submitted J Resubmit Copies for re- review ❑ For your use J Reviewed as noted J Submit __ Copies for distribution s requested U Returned for corrections `J Return Corrected Prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Copy to FILE and IDS //LL cvc �i wFa' - - II 644 cP/(fcs- MEP Consulting Services No. Attached Description 24551 DETROIT ROAD, SurrE 1 • WESTLAKE, OHIO 44145 -2522 ., .. ;.�,'�- :� + c.4i?'�:;::'i'6t.�st'. <••4rz ., J°k .. 1 Cl Under Separate Cover - Via Project: From: ,VaSi Date: SIGNED: TRANSMITTAL Industrial • Commercial • Institutional • Residential PHONE: (440) 871 -2410 • FAX: (440) 871 -7954 ACTIVITY NUMBER: D01 - 022 PROJECT NAME: PRETZEL TIME SITE ADDRESS: 5300 SOUTHCENTER Original Plan Submittal DEPARTMENTS: Response to Correction Letter r n B ildrng Division Rou P �bl}'c or 2� PLAN REVIEW /ROUTING SLIP Complete czs Comments: TUES /THURS ROUTING: Please Route DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 11 Approved with Conditions REVIEWER'S I ITIALS: CORRECTION DETERMINATION: Approved YiRR(IUTI TM)C S41 Approved with Conditions Fire Prevention � '- i -o Structural Incomplete C Structural Review Required REVIEWER'S INITIALS: DATE: 01 -29 -01 SUITE NO: WB Response to Incomplete Letter it Revision tt After Permit Is Issued Planni� ng Division .. i.zi' Permit Coordinator n NE DUE DATE: 01- 30-2001 Not Applicable l J No further Review Required C DATE: or DUE DATE 2-27-2001 Not Approved (attach comments) GATE: DUE DATE Not Approved (attach comments) DATE: P(/J ACTIVITY NUMBER: D01 -022 PROJECT NAME: PRETZEL TIME SITE ADDRESS: 5300 SOUTHCENTER Original Plan Submittal Response to Incomplete Letter If Response to Correction Letter +` DATE: 01 -29 -01 SUITE NO: WB Revision If After Permit Is Issued DEPARTMENTS: Building Division Public Works • 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IRr Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete Structural Review Required Approved n Approved with Conditions Not Approved (atta corrjments) n REVIEWER'S iNITIALS: r° CORRECTION DETERMINATION: Approved Vro Approved with Conditions C Fl n REVIEWER'S INITIALS: Planning Division Permit Coordinator n C DUE DATE: 01 -30-2001 Not Applicable n n No further Revi Requ' ed DATE: � DUE DATE 2 -27 -2001 DATE: DUE DATE Not Approved (attach comments) DATE: BUILDING PERMITS INSPECTIONS PERMIT NO.: Dot ore O 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/iviodular Struct ❑ 00071 Mobile Home Tie Down Insp O 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 0 0061 Chimney Installation/All Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation 00802 Exterior Roof Insulation 00803 Glazing Inspection 00815 Lighting and Controls 00900 Suspended Ceiling 01000 Interior Wallboard Fastening 01001 Exterior Wallboard Fastening 01 110 Pre -Move Inspection 01 115. Motor Inspection 01120 Pre -Demo 01140 Pre - reroof 0 1400 Final -Fire 1700 Final- Building ❑ 1900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Corte Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels O 04015 Special -Smoke Control System TENANT NAME: Z411-1 '► t i S CONDITIONS tf 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ Readily accessible access to roof mounted equipment ❑ 000000111645 Engineered truss drawings & talcs shall be on site ❑ Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0013 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 002'4 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0023 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div 0032 Remove all weeds, concrete, stone foundations, flat concrete O 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact I'W Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 040 All construction noise to be in compliance with 3.2 TMC 004 t Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" O 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 AU high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Retool" Plan Reviewer: Permit Tech: Date: ACTIVITY NUMBER: D01 -022 DATE: 01 -29 -01 PROJECT NAME: PRETZEL TIME j� Z Kt ;� -cbc A SITE AuD� SS: - 5300- SOUTHCENTER Va,,�\ SUITE NO: WB Original Plan Submittal Response to Incomplete Letter rt Response to Correction Letter it Revision ft After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Approved Y'RRUI111 1,0C PLAN REVIEW /ROUTING SLIP n C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved with Conditions Fire Prevention Planning Division C Permit Coordinator TUES /THURS ROUTING: Please Route n Structural Review Required h No further Review Required Approved Approv d with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: Pgl/''t L REVIEWER'S INITIALS: DATE: DATE: / — / -- o ( Not Approved (attach comments) C n DUE DATE: 01 -30 -2001 Not Applicable n DATE: DUE DATE 2 -27 -2001 DUE DATE Original Plan Submittal DEPARTMENTS: Building Division Public Works o�. Complete TUES /THURS ROUTING: Please Route Approved Response to Correction Letter if REVIEWER'S INITIALS: C ri PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -022 DATE: 01 -29 -01 PROJECT NAME: PRETZEL TIME SITE ADDRESS: 5300 SOUTHCENTER SUITE NO: WB Fire Prevention Planning Division 1 -1 Permit Coordinator Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete E Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Response to Incomplete Letter -it Revision if _ _ After Permit Is Issued DUE DATE: 01 -30 -2001 Not Applicable E ri No further Review Required DATE: \ ? C t �� C u DUE DATE 2-27 -2001 Approved with Conditions n Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved Fi Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete ri Approved REVIEWER'S INITIALS: j)5 CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: V1) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -022 DATE: 01 -29 -01 PROJECT NAME: PRETZEL TIME SITE ADDRESS: 5300 SOUTHCENTER SUITE NO: WB Original Plan Submittal Response to Incomplete Letter r " Response to Correction Letter #_ Revision if After Permit Is Issued - ,s.■11M1b, n Fire Prevention n Planning Division • Structural Permit Coordinator n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri TUES /THURS ROUTING: Please Route Nj Structural Review Required REVIEWER'S INITIALS: j S APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions DUE DATE: 01- 30-2001 Not Applicable ri Comments: No further Review Required DATE: 11 Zq`° DUE DATE 2-27 -2001 Approved with Conditions n Not Approved (attach comments) DATE: c 9119)0/ 1 u;.. pueLli.; DUE DATE Not Approved (attach comments) DATE: DATE: 211312001 PROJECT: PRETZEL 7 /ME PERMIT NO: 201 022 PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1, & reaSZ IiitP/t' fvr 15 u cif Qt - 1.1 as s I �1 prep OCC4r5 31&2oe. ,o/ecz size u„rer ,7rwGCel # O f yrrev i'i 4r t r or � . 5a -' 62- C62 a. "2>'L »t L k 62 - e;i1/ extruer k6-02-gi �GUr { si Ito. © ,/ • Sjyryid,b 0, /U90 - Se,to-e,r1,4-e, i ktP-44 / l 3. lee. tyfrvalar s-e-(10 ,47,1 de,u - C coord, ;fgt. � ��s ,arcs abr. Kind of Fixture Fi><turt Unde No of Fixtures Total Flours units Punt 4 _ Private Purbc 1 Bathtubs and /or shower 2 Dental units 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb (interior) 5 3 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 1 Sink, clinic, flushing 10 10 Sink, kitchen 2 9 Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, wall or stall 5 5 Water closet, tank 5 3 Water closet, flush valve 10 6 Non -P ►idential Sewer Use Celli' . ation (To be completed for all new sewer connections, reconnections or change of use of existing connections. R p g st)ng connect o s. �. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to S10.50 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. The charge is collected semi - annually. 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. (Please print or type) Q Owner's Name , F] 1-1.,25 ,.a► 4 ." 13)ZA ilLr, Property Tax ID # Property Legal Address: Building Name (if applicable) Subdivision Name Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: Properly Street Address , J413___S 3 OZ , ,yt?Ac. " �sw�t City, State, Zip Ty1 l(..41 A, Owner's Phone Number (,4:f _) 1 '3 . ' .lam Owner's Mailing Address (if different from above) Z Gtr ex;sn oldoe p >~c PI .L 1.'r sorrg t)1 (0 21 ' 7 (Last, F.rst, Midtlle trld�al) A. Fixture Units Fixture Units x Number of Fixtures a Total Fixture Units 20 Total Fixture Units GO Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units RCE For King County use: Account # Monthly Rate Six Month Due 1058 (Rev. 2 /00) White - King County or Property Contact Phone # ( City or Sewer District TUKW iLf� Date of Connection Side Sewer Permit # b O I° 02.2- Demolition of pre - existing building? 4 Yes C No Demolition Permit # 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 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) ri 2'K G. 24) RCE , 241 RCE 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 corrected data for determination of a revised capacity charge. Signature offer/ Representativ Print Name � � ,r Representative iG 4S �'s}}�Z_ Date ,�,� 2.47, 1 Zz1,1 Yellow - Local Sewer Agency Pink - Sewer Customer • •• ., • • •••• .• • • MIEWMIMMES ••■••" " ... .1 " • '• " '' • j . J_• .a.**er: • r • :• REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # XP. CCOI FECTIVE E CRISAC*088JF 03/04/2002 DATE EF DATE CRISAPULLI CONSTRUCT04/06/1992 ION 10708 UPPER PRESTON RD SE ISSAQUAH WA 98027 IsNucti hy ic-F4n=r-NtENT 1.,1116friNI) INous-rk . • -- • • • " • " • ••••: • • •. jfs marketing MOM REVISIONS: PRETZEL TIME SPACE #WB '5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK N GENERAL NOTES FOR DETAILED !NFORMAT ION See rage 2 - Spo iI co io r. A. All substrates are of a CLASS "A" FIRE RATING B. All EGRESS passages are to Township and Landlord requirements. C. All sinks and sanitary items are NFS approved. D. Every effort has been taken to comply with Board of Health requirements. E. All equipment and all electrical components are U/L approved. F. All Electrical wiring inside Kiosk is completed by a certified electrician and Inspected by a state approved official. G. All Electrical connections are completed by a mall approved electrician. H. All plumbing is completed by a Mall approved plumber, L All equipment and all electrical sogn components shall be U/L approved J. All equipment and ail plumbing components shall be NSF approved K. Because of Design and pre fabrication installation shall take place in about 12 Hours. VICINITY MAP CALE: None SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK <x� S 13rdtPt T- -t i 9S cn col fi P33 southeente 116' ; th St rte, 5; S"1'72nti "Pti S 175th `S t1 h-St — S < fru — 0. A/c,: Corparat Dr NI rn . I Minkht B 4 axorr Dr SEARS FUTURE eoarfQUES Tr\I • fl 'N) EGRESS +15' REVISIONS NO CHANGES SHALL BE MADE TO T'P,= SCOPE OF WORK WITHOUT PRIOR ;� F.OVAL OF TUKWILA BUILDING DIVISION. N'JA INCLUDE A D D RWNAL PLAN PLAN REVIEW FEES --. EGRESS +15' Page 1 S -1 Key Plan, Vicinity Map, General Notes & Ledger Page 2 S-2 Specifications Page 3 A -1 Main Floor Plan & Elevations Page 4 A -2 Plan View, Elevations and Material list Page 5 D -3 Cabinet Details (Left & Right Side Cabinets) Page 6 D -4 Cabinet Details (Rear of kiosk and Sink Area) Page 7 G-1 Sign Layout and graphics Page 8 P -1 Plumbing Plan & Stub Location Page 9 E -1 Electrical Plan and Stub Location Page 10 P/E 2 EXISTING ELECTERICAL & PLUMBING SERVICE FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By � ///fi Date Permit No, p0 (e SEPARATE PERMIT RPOUIRE0 FOR: M [ELECTRICAL "'PLUMBING GAS PIPENG CITY OF TUKWILA BUILDISIG DIVISION MERVYN'S JCP_n-'7,2" •C'EE,3 SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 0' X 28 -9" 260 SF KIOSK SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK APPROVED JAN 262001 S T71E -63NG CO CIT YaF TU aLA JAN 2 6 2001 PERMIT CENTER Mrs. Fields Original Cookies, Inc. 2855 East Cottonwood Pkwy. Suite #400 Salt Lake City, Utah 84121 801.736.5600 GENERAL NOTES LEDGER VICINITY MAP STORE KEY PLAN DIVISION 1 - GENERAL REQUIREMENTS S6Ltilldallllll,8t 1.1 RELATED DOCUMENTS A. Drawings (including Specifications) and general provisions of Die Owner- Contractor Agreement (ALA Document A101- Standard Form of Agreement Between Owner and Contractor), including,AlA Document A201- General Conditions of the Contact for Corlett as modified by any Supplementary Conditions issued by the Owner• shall govern the Work. B. Drawings and Sperificetinns are intended to be complimentary. Specific information may be found in either or bath. Written dimensions hold preference over Reeled dimensions. Rtenpl.ml'algllritwinga. 1.2 GENERAL A . General Contractor and each subcontractor must visit site to verify all conditions and dimensions loafore submitting bids. Prior to initial site visit, arrangements nu m be made with rho Mall management. Report any discrepancies or any conditions which may interfere with the proper execution of the drawings In the Owner. Report discrcponcint during bidding process and before start of construction. Extra* ulll ant brjtlluwed far j4129f cud o_comRliansg.es'ndjtiuna it/ler.stoollieneement of fustian, B. Owner has the right to select or reject any and all bids and let select. suhcont motors bid . acparatuly. C. General Cuotraclar shall be responsible to enordinatejand schedrde w'itltlhe Ow•nenhil Wart on this prgieol, including Wart under separate contracts with all Contractors to Maya proper execution of the Work. Work snail be demo in proper sequence and at proper time so as not bemuse any delay in the progress d eny trade or of entire p°yed, D• Layouts of equipment, piping systems, conduit runs, rte. are diagrammatic, unless apt•eificelly dimensioned. Each Contractor shall provide all necessary acting material. and accessories (hangers, lulu, ate.) fora complete and snt,nd installation. E. It shall be the full responsiblily ti the General Contractor to coordinate and expedite all phases of the Work of all trades for the entire project. The General Contractor shall provide for any and all overtime necessary to maintain the onntruction schedule. 1.9 CONTRACTOR USE OF PREMISES A, Contractor than verify all conditions and criteria with Landlord's on•sita• cuardinalur. Including the use of assigned leading docks, freight elovatnra, deliveries, storage, etc. The General Contractor shall be responsible for scheduling and all related fees. B. Contractor shall coordinate with Landlord's on -site coordinator for all work that is required to ba dune ntaida the lease line. Contractor is to be responsible for protecting the Landlord and Owner's Work and for any rind all patching, culling and repair the may be required.' 1.4. OWNER OCCUPANCY A. The Owner reserves the right to occupy and to place and install cgnipment in arena of the leased space, prier to Substantial Completion. Such placing of equipment and partial occupancy shall not cenatitute acceptance of the total Work. 1.6 OWNER FURNISHED ITEMS A. The Owner will provide items as shown on the Responsibility. Schedule. The General Contractor's Work includes receiving. handling, protecting and installation of all items, antes. noted otherwise. 1. ThESrtngral Contractor will inspect all deliveiicti .Jar.deinagennd- ilotify'.Q not of any damages, If Owner furnished items are damaged or misaing, the Owner will arrange for replacement. 2. The Contractor it responsible for coordinating the delivery dales and for receiving and handling those items at the silt. The Contractor is responsible for protecting Owner - furnished items from damage and to repair or replace items damaged as a result of his operations. 3. Contractor shall include the complete Coat of the following: unrrating, di"pnatI of crating & wrapping, installation, layout, labor, equipment, supervision & fasteners to install this Work, roles. noted othc:wtae in the Reapnnribdily Schedule, in a first class manner and of highest quality. 1.6 LANDLORD-FURNISHED ITEMS (Mall Rooringh A. The General Contractor ie responsible for coordinating directly with the Landlord for receiving, installation and all costs (if any) related to Landlord-furnished items. SECTIQN'J1J66L,PRDAIEQT.CQQSDINATION 1.1 COORDINATION A. It la the General Contractor's responsibility to provide supervision as required to work with subcontractors and Owner's subcontractors as one project team. 1. The General Contractor shall provide or rent all tools, welders, generators, fasteners, labor, equipment, supervision, inspection, permits, fees, etc. required for completing entire Project. 2. Provide supervision on day of kiosk apace turnover. a. Provide for removal of Owner's subcontractor's refuse. B. Coordinate scheduling and timing to avoid conflicts and ensure orderly progress of the Work. 1.2 SUBMITTALS • A. sSkbenlarat1Ori: Within 10 working days after issuance of the contract or prior to commencing Work, submit a fiat of all subcontractors' names, addreasea, plume numbers, and contact person. I.8 GENERAL INSTALLATION PROVISIONS C. The General Contractor to responsible for the preparation of all substrates and related conditions required for all components. • Comply with manufacturer's installation instructions and recommendations. WOW .pi]Yerk: 1. Creneral Contractor is to lay out Work and be responsible for all lines, measurements of the building, and other work executed under the Contract 2. All dimeneiona given are from face of finish to face of finish, unless noted. otherwise. Provide attachment and connection devices and methods necessary for securing Work.. Secure Work true to line and level. Allow for expansion and building movement. Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated, and in accordance with the Americans with Disabilities Act (ADA/ rind/or Intel code. Provide all wood and metal blocking as required for sat rfe ee/Luilt -in devices, equipment, cabinets, accessories, fixtures, displays, ate. whether or not, the need fur blocking le identified on the drawings. 1.4 CLEANING AND PROTECTION A. General Contractor Is reepanaible for all cleaning, including Landlord's requirements. B. Promises shall be kept "broom clean" at the completion a each work day. C. General Contractor to provide 1/4" maeonile protection over entire floor area as required to protect new finishes during construction, up to Substantial Completion. D. General Contractor will be responsible for all labor, materials; dumpabrs, landfill fees and any dumping charges, equipment, and supervision to accomplish all debris removal offsite, including Owner's cabcontractore. General Contractor will be reaponeible'for meeting all Landlord, local, state, and federal requirements for such dumping. D. C. D. E. F. pECTION suss .•.CIITT21thIbli PATCHIdG 1.1 GENERAL A. The General Contractor shall be responsible for protecting the mall flooring, and adjacent tenants' construction and finishes during construction. The General Contractor shall repair any Landlord's or adjacent tenants' construction and finishes which may have become damaged as a result of this Work. B. The General Contractor shall cut mall finish flooring and existing concrete slab to provide ter underslab services as required. Fill and patch level with abating slab to provide surface suitable for matching replacement of mall finish flooring. Floor . penetrations shall be sealed in accordance with UL system CAJI011 whore required - C. Submit a proposal to the Landlord ( if Landlord requires( describing procedures for cuffing and patching and request Landlord's approval to proceed. Work must not proceed until the General Contractor has obtained Landlord's approval of the proposed SECTION OM. -REFERENCE STANDARDS Q r],6 1.1 INDUSTRY STANDARDS - A. Except where the (Contract Documents include more stringent requirements, applicable construction industry standards have the same farce and effect ea if bound or copied directly into the Contract Documents 10 the extent referenced. Snell standards arc made a part of the Contract Documents by reference. S. Each entity engaged In construction on the Project is required to be Cme,lice with industry standards applicable to its construction activity. 1.2 CODES A. All work, materials end installation shall be is strict accordance with all ordinances, state and local building codes, latest edition, the Americans with Disabilities Act (ADAI, and follow all applicable Landlord requirements. B. Loads and awls restrictions for all design considerations shall conform to the total and state codes, and all governing codes. C. The General Contractor shall obtain and pay for all required permits and inspections. D. The General Contractor is responsible for compliance with the provisions of the Occupational Safety and health Act, latest edition. • 1.3 SUBMITTALS A. Permits, J,dceaseg,anol- Chet&:.: For the Owners records, submit espies of permits licenses, certifications, receipts for fee payments, and similar documents, correspondence, and records established in conjunction with compliance of standards and regulations bearing upon performance of the Work, and al required in the Contract. NFrCT1GN o130Q LRIMI CJillS • 1.1 SUBMITTAL REQUIREMENTS A. Along with administrative submittals required in taller Sections of the St eeihcetiuna, Shop Deeming and Product Data submittals are required whenever existing site conditions, Landlord criteria or the Contractor proposes or reyuirca any eudifiration details, materials, equipment or methods of cuaalrtictioa from those shown in the Contract Documents B. The Contractor shalt not proceed with Work that deviates from the Contract Documents before notifying the Owner of the passible modification and receiving approval from the Owner and Landlord lfrequired. C. Submittals received from sources other than the Contractor will be returned without action. The General Contractor is responsible for all owls incurred in forwarding the submittals to the Owner, distribution to the subeonlraelorae, and any submittal to the Landlord. .1M/An, .hr 4 • I: a' . e e St Ae41 - Y, • Is al' :.CTIDNIUM0:,1:MPO14ARY 1.1 SUMMARY l A. General Contractor is responsible for all costs and actions for acquiring, ins* ailing . and maintaining rho temporary facilities needed on -cite including but not limited to righting, telephone. and barricades, including any Landlord requirements. Include' costs far any fees, allowances, or Landlord charges. B. Comply with industry standards and applicable lava and regulations of authorities having jurisdiction. C. .Provide barricades as required by Landlord's criteria. D. Collect waste daily. Comply with requirements of National Fire Protection Association (NFPA) 241 and Landlord's requirements. 1.2 TERMINATION AND REMOVAL - I A. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. 1. At Substantial Completion, clean and renovate permanent facilities that bane been used during the construction period. ble TUON 01700,1130 L'IASE 1.1 SUBSTANTIAL COMPLETION A. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents, and as required in the Contract Agreement B. Submit record drawings, maintenance manuals, and similar final record information. C. Deliver spare parts„ extra clock, and similar thous. D. Complete start -up testing of systemc, and instruction of the Owner's operating and • maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, and similar elements. E. Complete final clean up requirements. Touch -up and otherwise repair and restore marred exposed finishes. 1.2 FINAL ACCEPTANCE " A. Provide Owner with all Final Waiver, of Liens from each entity. B. Submit the final payment request with releases not previously submitted and accepted. C. Submit a Certificate, of Occupancy. D. General Conlraclor mmust provide Owner with a copy of the Landlord's Final Inspection report, showing proof that the Contractor has fulfilled MI Landlord requirements., 1.3 CLOSEOUT PROCEDURES A. Arrange for each installer of equipment that requires regular main toor,ace to meet with the Owner's personnel to provide instruction in pruner operation and maintenance. 1.4 FINAL CLEANING', A. Employ profcssionsl cleaners fur final cleaning. Clean each surfoe or unit to the condition expected in a normal, commercial building cleaning and maintenance program: Comply smith manufactures instructions. 1. Remove labels that are not permanent labels. 2. Clean glass. /Remove glazing compound and other substances. Replace chipped or broken glass and other damaged materials. Clean exposed hard-surfaced finishes to a dust -free condition, free of stains, Mina and similar foreign substances. Mop clean all herd surfaced floors or as recommended by manufacturer. • 4. Wipe surfaces of equipment. Remove excess lubrication and other substances. Clean light fixtures and lamps 6. Clean the site" of rubbish litter and ether freign substances. Remove stains, spills and other foreign deposits. SECTION 01740 - WARRANTIES AND INSURANCE 1.1 WARRANTY REQUIREMENTS A. All .Work .shall be warranted for one 111 year after data of Substantial Completion. B. When correcting warranted Work that has failed, remove and replace ether Work that has been damaged ae a result of such failure or that must he removed and replaced to provide neaess for correction ,uf warranted Work. C. When Work covered bye warranty has failed and been corrected by replacement or rebuilding, reinstate. the warranty by written endorse•menl. The reinstated warranty shall be equal to rho original warranty with an equitable adjustment for depreciation. D. Upon determination that Work covered by warranty has failed, replace or rebuild the Work to an acceptable condition complying with requiremonla of Documents. E Manufacturer's disclai ers and limitations on product warranties do not ' relieve . the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors °paired to countersign special warranties with the Contractor. 1.2 INSURANCE A 'The General Contractor is to secure, pay for and maintain for MI periods of construction and fix turing Work within the premises, all of the insurance policies required and in the amount as determined by Landlord or Owner requirements. Contractor shall '.net commence any: Work. until all required insurance' has been obtained and certificates of ouch insurance: have been delivered to Landlord and Owner. 1. All insurance policies required under *hie exhibit, except as noted above, shall include the Owner, its consultants, Architect, Landlord, and those entities listed on the lease as additional insured, except the worker's compensation insurance; further provided, said worker's compensation insurance shall contain ace endorsement waiving all rights of subrogation against the Owner, Architect and Landlord. R. Certificates of insurance shall provide that no reduction in the amounts or limits of 1.1 DIVISION 6 - WOOD AND PLASTICS NI e f t : . S l 1, • N k tl tl (FOR WORK WHICH IS TO BE SUPPLIED By OWNER'S MILLWORK CONTItACFOR ONLY) PART 1- GENERAL 1.1 QUALITY ASSURANCE, DELIVERY AND SUBMITTALS - A Comply with applicable requirements of'Arclitectural Woodaork Quality Standards' published by the Architectural Woodwork Inslitate tAWD. B. Coordinate with the General Contractor and Owner to arrange for proper delivery date. C The Contractor shall field measure existing emuditiona. , 1.2 PROJECT CONDITIONS A. Dec not install woodwork until optimum temperature and humidity conditions have been attained and stabilized so that woodwork is within plus or minus 15 of optim moist content from date of installation through remainder of construction period - II. Check actual dimensions of other construction by accurate field measurements before manufacturing woodwork- PART 2 - PRODUCTS 21 MATERIALS - - - -- A. Comply with requirements of the Att'1 raoadtsaekingstardaat far .1% type ofemodwodr aM quality grad. ieckcated and wall ads indicated B.IBgb Pressure Late: 2a'EMALD3 - C. 22 FABRICATION, GFNFRAt A Fabricate wondandc toeb,deciccc purges, cadSiadsi»Amted B. Complete fabrication, inclodmgasse>oldy, beisLes .andhanks:r1/006o,befere shipneottoproject sae to marina= anent pemN. Disassemble ammo/ate as necessary for abipmeat and i a Where oar^ yf SROgateile.p allowearecfor ling. trimming. and fining 2.3 ME-RETARDANT-TREATED LIMIER. IER A Al "St IRSTRATES dell have CI ACS °A'FIRFRAT7NE B. All Ihgh Pressure fanzines s Lama Cims"CRatiogmlrs otherwise requested C. Identify Treated lumbered. dassific m gttL og aadTemiogOrpptiratioa CABINET FABRICATION: A. Quality Stant-lard ComplywiEAWI Smiaa400 aodilsDivisioas 4008. H. Grad. Custom. C. Laminate f'ardUa fats of cabinets, doors.p?g fixedsbdfamsperdntdegr barktfacinginsideki'o 1 .1.bott om and sides, an edges and side edges awing gate adeLma. Casework shall conform to AWI thuds feRosh Oredayco aeeawiaa. Cabn shall km adjustable maw. whemindipsd Provide BeaatsforElecuialcomknit, PheablizgiEthipmfmtpiping andwvtng pa;s through is rear efdnirett 2.5 CABtNEI' IiABDwARE AND SI:413E2E GUARD MATERIALS A Provide cabinet hardwarcsodaccersocyconclinsairocialcdswithannileclaralcablonS 1. Shelf mppart:..pins 2' o.c aertical. 2- 'ages far cabinet dome Eeuopeas type, 170 swing self closing heavydetgaoepesrperdaor. 3.NeIlnEmudedDrawerpuls DP414AIsmianniBsaslyd. Gatellardewee '.. 1. Double Acting Spring daxldage 0ubcatcr IlardrancIEN302g - 3603 Coordinate sand nxpao ...of allequipmentmdetenninentmact em casework Provideaadinstall ballasted cafetyglass toctplywith appfiaNe requirements of ETNA 1. Flat l sa glass shalt bet /4 "dick, wedging oftsmlayers of Yg" glass aMa cear0015e thickinner layer ofplastiethedpelyvinyibutyl reusperno>mentiy bonded together under heat and pressure amiemed safety glass shall conform to the requirements of Category 1 teas tithe Coswmerhodacts SafetyCgmatissiea, Federal Standard 16 CFR, 1201 and ANSI 297.1. Polish all vitiated edges E Pnocide and Install Sneeze Guard Support poles_ 1. Extruded brass diameter rube with clouded ch ola 1451111f2.Bor4 cbmtaic as needed. 2. Nanowelaage 725A. 3. T brass cap as to fit ,hammer 4. ALI BRASS POLLS.D 5. UeppkierBrass SMthc, 8000- 662A595 6. All Sneeze Guards shall be no lenverthaa 54" in heightformRoor. F. All glass Malt bejoinedto cruder surface byasdidaufarejoisg that is seals from moisture. E. F., .1 ee ,.I, D. No.PAItTrr`t RBOARD ar PIYREBOARDshall be math Fabrication. 2.6 SOLID SURFACE COUNTERTOPS A. Qiatib,Crandagg Comply withAWI cation 400, itaDivieioa40eC, andmaeufactme's B. (bade- Custom_ C. Solid Surfacing Metered Fabricated anal Metaled byanuuf acecg approved rastaltnpied& aeaminc j oiery/b fl eanedgeperplaas. 1. WH.SBdrERNATtnNtLr. GWLALTARSOI.IDJURFACE 1573-MG FROUTYWHITB MIRAGH D- Accent : None E. Provideadauts in cmmter tons a dbutt*gpommctcn apeQaa®tl.ocation(s). 2.7 FASTENERS AND ANCHORS A Screws: Selem material, type. aM fnh segue" for ose. Comply nithnee detag Specifications FS FF -S-11l for applicable m ecbeeetecea for screws. B. Anchors: Select type, aim, and finishshinquired by cad abs.. ter sect. aachorage. 2.8 KICK, AND Bl1Mpy.RS A. Outside perimeter of kiosk the lock is 41/a" x4 tr4" DAL TILE (Black). B. Inside perimeter ofkiosk is 4 174" x 4 1/4"DALTILE (Black). C. onside perimeter of kiosk is lined just above ride with 1 1/2" of solid surface WHITE Gibraltar SolidSurface to protect casewndnnrom17a71 cleaaiagngtipe,eq D. Scal all joints (grout). PART 3 - EXRCOTION 3.1 INSTALLATION A Quality Standard: liotall woodwork to comply with AWI Section 1700. B. Install all case workpWmb, level, true, and straight althea distortions. Shim as required with shims r neeclnl Iadall to atolerance of U8 inckto 8'-0" for plumb and level with no variations in flaahinecs of adjoining surfaces. Cabinets shall be installed without distortion so that Mom and drawers fit openings properly and accurately aligned All door hardware shall be adjusted on site and lockiight Shall be applied to caning screws to relate long term alignment Installation shall be tally sba takz slier rums shall tortes Mali and completed before Mall opening the next day. Phone, Elrouical, Plumbing, shall take place at5:00am the momiag before ep wing followed by inspectianStromTer nakip, & Board of Health 3.2 ADJUSTMENTS AND CLEANING A. Allman floor areas shall be cleaned .Bea removal of cxisung KTQSK. Angie emeots shat be with mall maintenance. B.' All adjustments to equipment or cabinets shall be madobefore any insp .:ions. C. All NEW Kiosk Components shall bedewed and polichedby installation crew. D. All OLD Kiosk components shall be disposed of in a deaa and neat manner by installation C. crew.' DIVISION 7 - JOINT SEALANTS GENERAL A Provide Joint sealant for applications that have beenpoduced and installed to establish and maintain airtight continuos seals, that are water mistant, and cause no staining or deterioration ofloml substrates. B. Seal all counter joiois, equipment without legs, and all seams adjjeiuingpartitions so that a mnananc oral nmeenfe ans. fools. N.alrh rwievinlarinne DIVISION 9 - FINISHES 1.1 EXTRA MATERIALS A Deliver airs materials to Owner, packaged with protective covering for storage, clearly ides iOed 1.2 INSTALLATION, GENERAL A, Comply with parts of ANSI series Included under "America National Standard Speci&cations far the Installation of Ceramic Tirlo" that apply to type of setting and grouting materials and methods as applicable. B. Leave finished inualla.ioa tree of crac chipped tie unbounded tile. C. Provide and maintain conditions that ensure that file is without damage or deterioration. 1.3 MATEIUALS - A Flooring of KIOSK shag be the existing Mall floor. Protect Mall flooring against scratching or chipping when moving equipmem or kiosk components. B. Provide and Install the as per drawing specifications. • 1, 2 3/8" x 2 3/F' WHITE DAL TILE Accents 2.2 3/8" it 2 3/8" RED CORIAN cut and sanded to match the DAL format. C. Location of file pater, (see drawings). 1.1 1.2 A B. C. D. E. F. SITE LINES All signs shall be fabricated by PRO SIGNS INC. of Downingtown. AB Sign sum r:nr;ng shall be to DAL codes and (wilt in a quality manner. AS specifications of signs are located on Method drawings. Installation of all si will gas be completed by PRO SIGNS INC. All Menu Eaaeds are supplied 6y MAINSTREET MENU SYSTEMS. ( see details on supplied drawings from manufacturer. Engineering: All drawdnA have been inspected by sigh manufacturer and the designer. AR ...have been taken for safety and have planed for funny aeaienma e, durability and accem. NOTE: a ALL SIGNS UUEADERS'.AND MENU BOARDS ARE DESIGNED TO RETAIN ALl SITE TINES IN MALL AREA. I ' RESPECT OF AIL OTHER BUSINESSES IN AREA LOCATIONS. Refer to equipment schedule for installation and requirements efeepen nt. Install afire extinguishers as required... (size determined by Township) SECTION 10100 SANITARY ACCESSORIES 1.I MATERIALS AND INSTALLATION A Soap dispenser and towel dispenser .ball be famished and installed by b r.d soak can B. Model numbers and Manetaelaees =located on equipment list. C. ALLCOMPOENTS, 3 COMPARTMENT SINK, RAND SINK, AND MOP SINICARE NSF APPROVED. '.. D. All equipment has been made moveable for cleaning behind. and underneath also for service. DIVISION ll - EQUIPMENT SECTION 11400 -FOOD SERVICE FQIIIPMENT F02 CI ry n� JAN ? PE. ... Mrs. Fields Original Cookies, Inc. 2855 East Cottonwood Pkwy. Suite 11400 Salt Lake City, Utah 84121 801.736.5600 REVISIONS: PRETZEL TIME SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK SPECIFICATIONS S.2 EQUIPMENT SCHEDULE EQUIPMENT FOR KIOSK NUM ON DESCRIPTION MANUFACTURER MODEL SUPPLIED BY INSTALLED BY: DIMENSIONS REMARKS & PLUMBING COMMENTS ////// J////// //i r 100 1 MIXER W/ HOOK HOBART A -20D UNITED JFS 19.125"W x 20.375 "L x 30.375 "H UNDER COUNTER 110 1 ICE MAKER MANITOWOC 0- MODEL 5 -280 UNITED JFS 30"W x 24.5 "D x 16.5 "H .5" COLD WATER SUPPLY / .75" DRAIN 115 1 ICE STORAGE BIN UNITED JFS 30W x 34'D x38"H .75" DRAIN 120 130 2 1 ELECTRIC OVEN REFRIGERATOR (UNDER COUNTER) BLODGETT TRUE C7SSINGLE TUC-27 UNITED UNITED JFS JFS 30.25W x 26.25" x 251/16 °H 27.25W x 30 "D x 34 "H NO VENTING NECESSARY (35 1 FREEZER (UNDER COUNTER) TRUE TUC -27 -F UNITED JFS 27.25"W x 301D x 34 "H - 140 1 LIQUID WARMER APW -WYOTT HFW -1!2 SIZE W/DRAIN UNITED JFS 12,5"W x 15.0 "D x 8.312 "H NO DRAIN NECESSARY 145 1 LIQUID WARMER (COUNTER TOP) WELLS LLW -1220 UNITED JFS 14.62514 x 22.625"D x 9 7/16"H 150 1 POST-MX COKE USA 1522 DROP -IN COKE COKE 1UW x 23 "D x 1,1 20" U/C ICE BIN .375" COLD WATER SUPPLY t .75' DRAM 155 1 BAG 'N' BOX COKE USA - COKE COKE - - 180 1 BIB RACK COKE USA IC 44235 COKE COKE 28W x 16 "D x 39.25"H - 170 180 3 1 CUP DISPENSER ICEE - 2 FLAVOR SAN JAMAR CORNEUUS C241DC EZ -FIT FCB V4 PLUS UNITED ICEE JFS ICES 6.8751NA. X22"L 19.25"W x 31 "D x 36.5"H - .5" COLD WATER SUPPLY / NO DRAIN 190 1 LEMON DRINK DISPENSER - - CLIENT JFS 12° DIA.24 "H - 200 210 1 1 SMOOTHIE BAR TOPPINGS BAR DUKE DUKE - D- 36- HCTU -TCBY CLIENT CLIENT JFS JFS 36Wx31 "Dx36'H 36W x 31 "D x 38 "H - - 220 1 PRETZEL DISPLAY CABINET ROUNDUP DCH-32 W/PAN ADAPTER UNITED JFS 42.063W x 30.251) x2225"H Non- RefiSerated - HUMIDIFIED CASE 230 240 2 1 ECR DRY TOPPING DRAWER SHARP (CUSTOM) ER -A570 - CLIENT JFS CLIENT JFS - 40W x 24 "Dx7"H - PULLOUT DRAWER W/ PAN INSERTS 250 255 1 1 3 COMP SINK HAND SINK ATLANTIC EQUIPMENT CO. ADVANCE/FABCO CUSTOM - NSF DI -1 -10 W/ GOOSE NECK JFS JFS PLUMBER PLUMBER 20.5W x 60 °L x 12 "D 11°W X 17 "L X 10 "D .5° HOT /COLD SYPPLY W! 1.5° DRAIN .5" HO /COLD SYPPLY W/ 1.5° DRAIN 260 1 WATER FILTER FOR ICE MAKER EVERPURE 9324-01 JFS PLUMBER - .5" COLD WATER SUPPLY / NO DRAIN 270 280 1 1 SAFE FIRE EXTINGUISHER GARDALL SENTRY /ANSUL CV -1311 SY -1014 JFS JFS JFS JFS 14.75W X 16.25 "D X 13 "H - ELECTRONIC .'.OMBINATION & KEY LOCK - 290 1 CO2 TANK RETAINERS (CUSTOM) - JFS JFS - CHAIN W/ HOOK 295 1 CO2 TANKS LOCAL CO2 SUPPLIER - - - - 300 1 30 GAL. HOT WATER HEATER RHEEM EGSP-30 JFS JFS 21 "DIA. X 29.375 "H .5" COLD SUPPLY /1 DRAIN & 2" PAN 310 1 CPU/PRINTER - - CLIENT CLIENT LOCKED CABINET - 320 1 SECURITY SYSTEM CENSC-X MATIC - u...x m JFS LOCKED DRAWER - 340 1 LOAD CENTER SQUARED - JFS JFS 44.25W x 4 °D x 39:75"H 200 AMP SERVICE MENU BOARD & GRAPHICS 400 2 MENU BOARD BY"TCBY" - - CLIENT JFS 21WX30 "H NON- ILLUMINATED 410 420 4 3 POSTER HOLDERS PRETZEL TIME MENU BOARD MARKETING DISPLAY INTER. MAIN STREET MENU SYSTEMS SNAP FRAME A-SIZE (SYSTEM -3 UNITS) JFS JFS JFS JFS 22W X28 "H 18W x 181 57W X 21 "H NON - ILLUMINATED ILLUMINATED 430 1 NEON HEADER LANCASTER SIGN CUSTOM - U/L JFS JFS 66WX18 °H NEON - ILLUMINATED EQUIPMENT FOR STORE ROOM 500 1 REFRIGERATOR (TWO DOOR) TRUE T-49 UNITED JFS 54.125W x 29.5 "D x 83.5 "H 49 CUBIC FEET OF STORAGE 510 3 WIRE SHELVING EAGLE 2448C JFS JFS 48W x24 °Dx74 "H 49 CUBIC FEET OF STORAGE offEE WI0 SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK Prepared For: The Richard E. Jacobs Group, Inc. & Pretzel Time Bruce Harrel - Tenant Coordinator (440) 808 -7550 Mikel Hansen - General Manager of Southcenter Mall (206) 246 -0423 PLAN VIEW SCALE: I/2" = 1' -0" The Fisher eechi tecrs (3I0)(320) 1Y)/ 02.2 (or SUD mac / VAL.c . t IIC �.tv dl uV I ftGJ 55 A PRE- OPENuvi THE KING COUNTY HEALTH G'Pr.nTMENT IT riEQUIRF!T PRi:•; TO OPEitATION. ,-.YLICA(JT PL.K; SET IS REQUIRED TO BE AVAILABLE (efi ( *I tal E Hot water temperature at ha D-Anks not to exceed 1.20 DISH/UTENSIL WASHING Sii UST BE EQUIPPED WITH A MINIMUI OF THREE COMPARTMENTS, ASPACS FOR,SOILED UTENSILS AHEAD OF THE FIRST COMPARTMENT, AND DRAW BOARDS FOR CLEAN UTENSILS: (DRAB op,RfS AT F)1".tl END FFCUMMFNDr' ) DISH UTENSIL WASP :: EQUIPMENT (3- COMPARTMENT SINK OR COMMERCIAL u(SHWASHEN) IS REQUIRED TO BE LARGE ENOUGH TO ACCOMMODATE THE LARGEST ITEM TO BE WASHED ALL EQUIPMENT AND UTENSIL MUST BE IN CONFORMANCE WITH THE CURREN - 7 "T* ''OARDS AND LISTINGS OF THE NATIONAL SANITATION FOUNDATION (NSF) OR APPROVED _ t IVAI P 7, APPR2VED JAN 2 ) toot • Si (;c (031 S " SR to xel }o JAN 2 6;.. Mrs. Fields Original Cookies, Inc. 2855 East Cottonwood Pkwy. Suite #400 Salt Lake City, Utah 84121 801.736.5600 REVISIONS: PRETZEL TIME SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK •� QO a Nan 1" y c ftt D 3 A E GI MAIN FLOOR PLAN & SPECIFICATIONS A4 LJLJ \„\ PLAN VIEW "Ii' ill" 1 I I SCALE: 1/2 = P-0" MATERIAL LIST: A. All Drop Edges - 1.5" Solid Surface WILSONART # 1573-MG Forsty White Mirage B. Counter Tops - Solid Surface: WILSONART # 1573-MG Frosty White Mirage C. Cabinet Face - Laminate: NEVEAMAR # WM 8342-T Amber Pearwood D. Cabinet Interiors - Laminate: WILSONART # 1573-60 Frosty White E. Kick - Ceramic Tile: Florida Tile / Rock Springs / Green Marble look (or sub Black / DALE Tile Ceramic Tile) v=>) LA \T:71_1 Lig Moms lam am. MIIIIINNIPME MINIM losses 141111111111151111••11111111•11 NNE 111111MIMINIII L 4-10) B ) 1 L I_hILL 1 I I T r CO V wr 410) (4o ( EXTERIOR ELEVATION AA SCALE: 1/2” = 1 Li I 1L1 Ell LT Ti SIDE ELEVATION - BB SCALE: 1/2" = 1'-0" P ci4 . JAN 2 6 2001 Mrs. Fields Original Cookies Inc. 2855 East Cottonwood Pkwy. Suite #400 Salt Lake City. Utah 84121 801.736.5600 REVISIONS: PRETZEL TIME SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28-9" 260 SF KIOSK PLAN VIEW EXTERIOR VIEW MATERIAL LIST A _I) GRAPHIC LAYOUT HEADER - NEON BUILT BY: LANCASTER SIGN N ��; y fir' ,�� ,/ 11 1 BUILT BY: MAINSTREET MENU SYSTEMS SNAP FRAME ( POSTER HOLDER) SUPPLIED BY: MARKETING DISPLAY INTERNATIONAL QUANITY 4 2 Not AU sign Comp tints must, J U/L approved 04-99 -105 Prepared Exclusively for: PRETZEL TIME PANEL PACI:KGES MENU BOARD (PRETZEL TIME Nom.. 141998 g,wM Ia YVUIe NY£ln•epProvee pebra proEUCllonwllle —1 m:,,- V°r,•mv'd,� ,..ono E%c r�wiYNe • SUPPLIED BY: CLIENT QUANITY' 2 CROSS SECTION OF UL LISTED OPEN -FACE CHANNEL LETTER 6 INSTALLATION(F /exib /e Conduit &.Electrobits) (1) GLASS POST SUPPORT (2) NEON TUBING (3) .040 ALUMINUM RETURN & BACK (4) FACADE (5) FLEXIBLE CONDUIT * (6) GTO WIRE IN FLEXIBLE CONDUIT (7) ENCLOSED TRANSFORMER BOX (8) TRANSFORMER •(9) ELECTROBITS (10) EXISTING 120 VOLT SERVICE * Also available as PK housing installation I MINZIO M11v0.]m ai eewp. ME,Erie.5NE6ERGFmwP n+M- .1FS Market Services N m., A4m„,13o5 timothy Dope ems 7saa ws ,•]n6nv Y :v:,177. mz MENU BOARD TCBY Pm. , : P r c F-,. E.31, E -Mail: CmxtPmmbM Fran remz¢Pmoa TYPESTYLE Headnpl{tivenm COLOR- &ad., TRIM STYLE MOIIMLYG: ❑F,A,am 4nvgi TRIM COLOR O vg* wm Sramms Hk+tiru Swomar9age a .1 aamka;.- �I o - - pe.e9 o o Os LOGO LAYOUT PRETZEL TIME LOGO STANDARDS The Pretzel Time logo reflects a new design direction for Pretzel Time. The colors m:..ct the freshness of our product and the curves and lines represent the twist and ties of a pretzel: The lettering and pretzel'M' maintain the identity established in the past that will continue to grow with our new look! BASIC STANDARDS The Pretzel Time name must be re jstered (i.e. 0), the °FRESHNESS WITH A TWISTI^'" tagline must be trademarked as shown. If the logo is to be printed in very small type, the tagline should be deleted (the minimum size for the tagline is 1.5 inches wide). The logo must always have the 'swoosh" under Pretzel Time- the marketing department must approve any exceptions. Artwork will be provided from the Pretzel Time Corporate Marketing Department upon request. Color outputs or copies of proposed artwork must be submitted to the Pretzel Time Corporate Marketing Department with a reasonable review time (no less than five business days). To avoid costly changes, do not submit your artwork for printing until you have approval from the Marketing Department ic ke L rfo it xrzEL 1I e. REIANEff WIT A TWISTI° - ON A WHITE OR LIGHT BACKGROUND • Fu9 Color -PMS 349 Green lettering, PMS 465 Camel pretzel °M' outlined in green and "swoosh ". • With or without - FRESHNESS WITH A TWIST," tagline (green). AGAINST A DARK BACKGROUND PMS 349 Green or Black: • One Color- PMS 465 Camel letters with a white pretzel •M' (not outlined in black). • With or without "FRESHNESS WITH A TWISTI`"" tagline (camel). A IX azu 0111/111 ASH A TWIST, White and PMS 465 Camel on black • White lettering with PMS 465 Camel pretzel "M' and "Swoosh" • With or without 'FRESHNESS WITH A TWISTI"'" tagline (white). QiETZ T(s fIEfIINEff WITH A MWlfTl° BLACK & WHITE • Black lettering and "Swoosh" with white pretzel "M" outlined in black. • With or ithout "FRESHNESS WITH A TWISTI'"" tagline. INCORRECT USES: • Coldrs other than the approved PMS colors (i.e. PMS 465, 349, Black, and White). • Alternate typefaces. • Logo (with the tagline) too Small to mad. PMS 349 PMS 465 0 le 2. 1 ZO Y �,1nji RECEIVED CITY OF TURwILA JAN 26 2 001 PERMIT CENTER Mrs. Fields Original Cookies, Inc. 2855 East Cottonwood Pkwy. Suite #400 Salt Lake City, Utah 84121 801.736.5600 REVISIONS: PRETZEL TIME SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK SIGN SHOP DETAIL & GRAPHICS G -1 FIXTURE CONNECTION SCHEDULE MARK DESCRIPTION CW HW IW SAN GW VENT P -1 HAND SINK (ITEM 255) 14" 14" — 3" — 2" P -2 3 COMPARTMENT SINL (ITEM 250) (2) le (2) Y" — — 2" 2" P -3 ICEE MACHINE (ITEM 180) Vz" — — — — — P -4 WATER FILTER (ITEM 260) 1/2" — — — — — P -5 ICE MAKER (ITEM 110) lh" (FW) — 4 — — — P-6 POST MIX (ITEM 150) — P -7 ELECTRIC WATER HEATER (ITEM 300) 44" 3 - - - - PLUMBING GENERAL NOTES A. FIELD VERIFY EXACT LOCATIONS OF ALL UTILITY SERVICES AND CONNECTIONS. MODIFY DESIGN AS REQUIRED TO MATCH ACTUAL FIELD CONDITIONS. B. ALL PLUMBING SHALL BE CONCEALED UNLESS NOTED TO BE EXPOSED. PLUMBING SHALL BE INSTALLED AS HIGH AS POSSIBLE AND WITHIN THE JOIST SPACE MERE EVER POSSIBLE. C. THIS CONTRACT SHALL INCLUDE ALL CONNECTIONS (WATER, SANITARY, VENT, ETC.) REWIRED BY AIL FIXTURES AND EQUIPMENT FOR THE PROJECT WHETHER SUPPUED BY THIS CONTRACTOR OR NOT. ALL RWG: 04 SHALL BE AS REQUIRED BY THE SPECIFIC EQUIPMENTS REQUIREMENTS. OBTAIN ALL ROUGH —IN AND CONNECTION INFORMATION FROM OWNER'S EQUIPMENT AND FIXTURE SUPPLIERS SOME PIECES OF EQUIPMENT MAY REQUIRE MULTIPLE CONNECTIONS OF A SINGLE SERVICE, CONTRACTOR SHALL PROVIDE BRANCH PIPING TO ALL CONNECTIONS ON EQUIPMENT. ALL WATER CONNECTIONS TO EQUIPMENT AND FIXTURES SHALL HAVE STOPS AT THE WALL OR FLOOR AS REQUIRED. EACH PIECE OF EQUIPMENTS GAS CONNECTION SHALL HAVE ITS OWN SHUT OFF VALVE. PROVIDE ALL REQUIRED P—TRAPS, ETC. AND VENT PIPING FOR EQUIPMENT DIRECTLY CONNECTED TO THE SANITARY SYSTEM. D. COORDINATE LOCATION AND ELEVATION OF PLUMBING WITH ALL DUCTWORK, LIGHT FIXTURES AND OTHER CHUNG BUILT —IN FIXTURES E. COORDINATE ALL DOMESTIC WATER BRANCH CONNECTION SIZES AND HEIGHT REQUIREMENTS WITH THE KITCHEN EQUIPMENT PROVIDER, TIE REFRIGERATED CASE PROVIDER AND THE FREEZER & COOLER PROVIDER. INCLUDE THE COORDINATION OF ALL LOCATIONS OF FLOOR DRAINS, HUB DRAINS FLOOR SINKS, AND FUNNEL DRAINS NTH THE ARCHITECTURAL DRAWINGS. PLUMBING LEGEND CW COP CLEANOUT PLUG FFD FUNNEL FLOOR DRAIN FW FILTERED WATER GW GREASE WASTE DOMESTIC COLD WATER HW DOMESTIC HOT WATER IW INDIRECT WASTE SAN SANITARY V VENT TYP TYPICAL — CW— DOMESTIC COLD WATER PIPING —HW— DOMESTIC HOT WATER PIPING —GW— GREASE WASTE — SAN — SANITARY PIPING pd VALVE --tit— CHECK VALVE � I UNION cc DRAIN .� PIPE DOWN PIPE UP B CONNECT TO EXISTING P -7 PIPING SCHEMATIC SCALE: NONE 5-- EXISTING ALONG WALL GENERAL NOTES: * All plumbing lines for kiosk plumbing system must be routed with in kiosk . cabinetry and connected to a single sanitary sewer stub within the kiosk. * Water heater must be in 2" high Drip Pan with a drain to a safe waste. * DO NOT ATTACH /ANCHOR ANYTHING TO THE MALL FLOOR * THERE IS ONLY PENETRATIONS FOR ELECTRICAL SERVICE STUB, COLD WATER STUB AND SANITARY SEWER S— P - -SAN— EXISTING ALONG WALL—' J� J 3 U I Yz" (ROUTE TIGHT TO- BOTTOM OF COUNTER) EXISTING LOCATED IN TRENCH BELOW FLOOR 2" AIR ADMITTANCE VALVE EXISTING LOCATED IN TRENCH BELOW FLOOR I'll' �1�11 \ 11 11 F 11 SAN — JOSEM #4900, 6.25" DEEP, 8.5" x 8.25' SQUARE PROVIDE WITH 4' DEEP SEAL TRAP 2" (ROUTE TIGHT TO BOTTOM OF COUNTER) PITCH 0 1% RAISE LEGS OF ICE MACHINE AS REQUIRED FOR PROPER INDIRECT DRAINAGE INTO HUB DRAIN. IW W lh" CW UP ALONG WALL TO P - EXTEND FROM p -4 TO SERVE (ROUTE IN CHASE) 3' (ROUTE IN CHASE) pp� mimw■Imm. WATER PPIIG PLAN SCALE: 1/2' = 1 -0" 2.2 SANITARY STACK DIAGRAM e-7„ SCALE: NONE AIR ADMITTANCE VALVE r 0 1?1 - pRow,OE 136ice —c Jaw PQeveluTeras �T SODA MACH /NE, /CE MA4Acg/2 g. ASREQu /,e6D $Y cm of TLt KLJ/GA " (ROUTE IN CHASE) P-7 — GREASE TRAP— JOSEM #60104 15 GPM AND 30 POUNDS GREASE CAPACITY, 2" CONNECTIONS, AND AIR CONTROL VALVE. EEO JOSEM #7E2, ROUND STRAINER WITH ROUND FUNNEL. PROVIDE WITH 4" DEEP SEAL TRAP ROUTE FULL SIZE T & P DRAIN TO EFa These plans have been reviewed by the Public Works Department for conformznce with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Pimal acceptance is subject to field inspection by *te Public Works utilities inspector. USX By: Zivi co( x511' f G- arasE 12-44-P (mu( 07 -25-01 Mrs. Fields Original Cookies. Inc. 2855 East Cottonwood Pkwy. Suite #400 Salt Lake City, Utah 84121 801.736.5600 REVISIONS: PRETZEL TIME SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK PLUMBING PLAN P -1 Dee.. Loa. (C}Cor..Cm6uOtl (8)' +eTdp (F04HAC.R.8.4r(L}4.akan Cep(0}OFCi @2I2 pair Fiends ENERGY M WM EMENT.FMNEL Moon. Feed Meta Wa ...Om M. GB Vdt. QUANTITY. THE GROUND CONDUCTOR SHALL BE 92 FOR MYi Bus Mpee.9 MaaW 20 AMPERE CIRCUITS AND 00 FOR 30 A7'IPERE CIRCUITS. DUPLEX RECEPTACLE 20 AMPERE 51W3LE POLE, 125 200A 200 7004 1207202/ '.. 200&COPPER BY OU4:R SUBSCRIPT '5' INDICATES THE RECEPTLE CCT Beebe Rehm CkaM8nekas Load 0Conedbr. Lostl BnieNr. CCT No. (Remarks) Load Description Walt L1 U L3 Watts Load Deealpdon (Reriwks) N0. 1 300 Oren Ns.1 2/80.0 N\\ 1800.0 Caaeelmoo draet 20/1 2 3 2780.0 \\1\ 380.0 RapWVNo. IOM Not 2011. 4 5 27800 1111 1440.0 CYpwaM, Q1rtmelor. Rung 2W1 8 7 2780.0 \\\\ 980.0 UtdaoanIer RetireEO. 221 8 9 303 _ Oran No.2 2780.0 \ \1 9900 llnabccun Romer 20/1 10 11 2780.0 I% 18120 loenielmr 2091 12 13 30/2 _ Weir Fleeter 7758.0 AA 1920.0 Neer Men eM Menu Bose! 20/1 14 16 2758.0 1111 14820 Mbrer 2091 18 17 20/2 _ Hemel Ms., 14520 111\ 18320 Wens. 202 18 19 14520 \ \ \\ Soere 20/1 20 21 30/2 _ IC. 3000.0 \ \\1 1100.0 Rarob Roogaeb 20/1 22 23 3000.0 0\\\ Ripen 20/1 24 25 20/1 M. 0100 spas 20/1 28 27 20/1 Spero 111\ spas 20/1 29 20/1 apse 101 Mere 20/1 30 Total Load In KW - Phase A 13.91 Total Load In KW- Pbeoo B 14.85 Total L. in KW -Phase C 14.58 Total Load h KW-AIR.. 43.11 E EC'IRICAL SYMBOL LEGEND TYPICAL RECEPTACLE SYMBOL. REFER TO OTHER @2I2 SECTIONS OF THIS SYMBOL LEGEND FOR SPECIFIC RECEPTACLE TYPE. THE TOP NUMBER REFERS TO THE CIRCUIT 03210/ER OF THE BREAKERS) IN THE BRANCH CIRCUIT PANEL WHICH FEED THE RECEPTACLE AND THE SECOND LINE INDICATES THE CONDUCTOR SIZE AND QUANTITY. THE GROUND CONDUCTOR SHALL BE 92 FOR 20 AMPERE CIRCUITS AND 00 FOR 30 A7'IPERE CIRCUITS. DUPLEX RECEPTACLE 20 AMPERE 51W3LE POLE, 125 �5 VOLT RATED, STRAIGHT BLADE. RECEPTACLE SHALL BE MOUNTED IN A SURFACE CAST METAL BOX, OR FLUSH BOX DEVICE COVER PLATE SHALL BE AS SELECTED BY OU4:R SUBSCRIPT '5' INDICATES THE RECEPTLE SHALL BE SURGE PROTECTIVE TYPE. t3 SINGLE RECEPTACLE, 20 AMPERE, TWO POLE, SINGLE PHASE 250 VOLT RATED, WITH GROUND, STRAIGHT BLADE RECEPTACLE SHALL BE MOION1ED IN A SURFACE CAST FETAL BOX OR FLUSH BOX DEVICE COVER PLATE SHALL BE AS SELECTED BY OLLNER SINGLE RECEPTACLE, 30 AMPERE, TWO POLE, SINGLE ■ PHASE 250 VOLT RATED, WITH GROUND, STRAIGHT SLADE RECEPTACLE SHALL BE MOUNTED IN A _ SURFACE CAST METAL BOX OR FLUSH BOX. DEVICE COVER PLATE SHALL BE AS SELECTED BY OUNER ® SINGLE RECEPTACLE; 30 AMPERE, THREE POLE, 250 VOLT THREE PHASE RATED, WITH GROUND, STRAIGHT BLADE RECEPTACLE SHALL BE MOUNTED IN A SUTFACE CAST METAL BOX OR FLUSH BOX DEVICE COVER PLATE SHALL BE AS SELECTED BY OWNER 0/ JUNCTION SOX WITH COVER FOR FINAL. POWER CONNECTION ECTION TO ELECTRICAL LOAD. CONTACTOR. SEE GENERAL NOTE '3 NOTE: CONFIRM LOCATION OF LANDLORDS METER PANEL ON LEVEL BELOW. THE ELECTRICAL CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH LOCAL UTILITY COMPANY FOR NEW METER AND INCLUDE ALL UTILITY CHANGES IN BID COST q lb 29246 I- EXISTING PJLLBOX . RUN 4•3 /0 VIA EXISTING EMPTY 2' CONDUIT AND NEW Y CONDUIT AS REQUIRED BETWEEN THE NEW LOAD CENTER 'F' AND LANDLORDS METER DISTRIBUTION PANEL 292.6 IS 292 G - 13 .m \� PHONE LINE SEE NOTE '6 EI NEW TENANT PANEL 'P' m ■ ■ eeeeeee ■lee El 390 ®1511 14® -340-C 202,G 212+G 1119 (i) 405 PLAN VIEW SCALE: 1/2' = I' -0' 21,23 • 200 o 202,6 29243 HUTYTIS 4/T/E 292.6 100r) („091315 t 2106 1 GENERAL NO9E5: L 00FF01 THE NEMA CONFIGURATION OF THE. RECEPTACLE INSTALLED MTH TIE PLUG INSTALLED ON THE APPLIANCE. 2 THE FOAL CONNECTIONS TO HARD WIRED EQUIPMENT SHALL BE MADE WITH FLEXIBLE LIQUID TIGHT METAL CONDUIT. 3. THE MENU BOARDS AND SIGNS SHALL OE CONTROLLED BY A LOCAL TAE CLOCK. THE TIME CLOG: SHALL OE MOUNTED ADJACENT TO TIE PANELBOARD_ FEED TOILER TO TIME CLOCK FROM THE. CIRCUIT INDICATED. IF ANY LOCAL CIRCUITS ARE USED TO FEED TASK LIGHTOJG N THIS .IOC.{-C THOSE CIRCUITS SHALL ALSO BE FED THROUGH AN ADDITIONAL POLE ON THIS SAME CONTACTOR 4. TFE ELECTRICAL CONTRACTOR SHALL 002010.1 THE MOUNTING HEIGHT FOR ALL WIRING DEVICES. 5. A REMOTEREFRIGERATOR FOR PRODUCT STORAGE IS TO BE LOCATED REMOTE FROM THIS KOISK LOCATON THE ELECTRICAL CONTRACTOR SHALL RN 290 , GNP FROM THE PANEL THROUGH THE FULL BOX AND CONDUIT SYSTEM PRESENTLY EXISTING WHICH WAS ALSO USED TO FEED POWER TO THE PANEL 'P' AND NEW CONDUIT AS REQUIRED TO FEED POWER TO THE REMOTE LOAD. PROVIDE A 20 AMPERE DUPLEX RECEPTACLES LOCATED AS DIRECTED BY THE TENANT: SEE PANEL SCHEDULE FOR CIRCUITING. b. PROVIDE CUTLET BOX FOR TELEPHONE. THE CONDUIT FOR THE TELEPHONE (I' C) SHALL BE ROUTED TO AN AVAILABLE RACEWAY {AILJ ,ANCTION BOX) LOCATION M THE CHASE AREA TO THE REAR OF THE KIOSK ALL TELEPHONE WIRING SHALL BE ARRANGED BY THE TENANT_ ELECTRICAL SPECIFICATION NOTES I) The electrical contractor shall provide all labor, material, equipment, and tools necessary For demolition and removal of existing and the complete Installation of the new electrical work, ready to use as shown 2) The electrical contractor shall not attach to, cover up, or finish against any defective work, or Install In a manner which will prevent proper Installation of the work of other trades. 3) All work Included by the drawings and specifications, together with all material (or equipment) furnished, shall comply wIth the latest published codes and standards listed. a. The National Electrical Code - sometimes referred to hereto as the NEC' - (2FPA -T0). b. National Electrical Safety Code (ANSI -C2) c. All applicable state and local codes. d,. Applicable provlsions of the Occupational Sa Fety and Health Act. 4) Rigid steel conduit shall be used In all exterior locations whIoh call for conduct, unless noted otherwise All Interior conduit shall be EMT unless noted otherwise. All EMT conduit Fittings shall b.: the compression type. 5) When conductors are Installed In a raceway, a green equipment grounding conductor shall be included In each raceway system and shall be scud as shown on the drawings, or If r:,h_ nixed .s, the drawings, then In ace- ':n'ancn with table 250 -55 of the NEC. 61 All conduit shall be securely fastened in All accordance and as directed by the latest edition of the National Electrical Code. 1) Conductors shall be new, WOO - volt, 90c, type THH2l insulation, stranded copper only. MlnSun size shall be 02 ALLO. Other sizes shall be as required by the NEC. Control wiring may be 94 A/A. E Compression type lugs and connectors shall be used for all terminations and splices. 9) The contractor shall exercise due caution. In working on as not to damage that portion of the electrical system that is to remain. 10) Positively no conduit or wire removed shall be reused in the new Installatlon. All material Installed as part of this Job shall be new: 11) All necessary cutting In walls, Floors and other such work 81,111 be neatly and carefully done and the work shall be repaired In an approved and workmanlike manner. No cutting Into the structural parts of the building, which may Impair Its strenth, shall be permitted.. 12) All outdoor equipment shall be rated for NEMA 3R use Including dlscannect switches. 13) Panel schedules shall be revised to Indicate added or deleted loads. Tress panel schedules shall be revised by re- typing the existing schedules, including the changes. 14) New Indoor switches shall be Flush mounted In Finished areas. B) The electrical contractor shall be responsible for the conduit penetrations through the roof to Feed roof mounted equipment. 07-25-01 I Mrs. Fields Original Cookies, Inc. 2855 East Cottonwood Pkwy. Suite /400 Sak Lake City, Utah 84121 801.736.5600 REVISIONS: E - 1 PRL fR SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK ELECTRICAL PLAN & SPECIFICAnoNS SPARE OF ■16 0 f 696 SPARE OF 608 OF 604 0F612 8004 12004 OF 609 0'85100 3208 8V 120(208v 0.5200 0.5300 SWITCH DETAIL 'A' VAULT #67 DE -BERGI E AND REMOVE JOUSTING EIEcnocaI PATEIL • E)•OSED OONDIRT MOVE ENWTIG WRM TO OISTREUTION PANEL. NEW RDDAPP 30 I WEE iOBV DISTRIBUTICN Aids- PEE DETAIL TWO DUE. SETALL 4 AWG WIRE NST•LL lL SINGLE L, MP FIXTURE WTN ASTIT£IRIC F63i BUFF M VOI -NSF RFTN 40 WATT LAMPS, OR SEE DETAL E' E 604 F 612 NG • 61ECTWG:L SE • LOCATION WIEL. COLUMN 14 -X ELECTRIC DETAILS scale: NTS 2■04 7004 300d j 209A �12Y9A - C IOOA F 6604 F 600 .5200 F 6 16 F 600 F60 We 120 LL95300 F 696 ONE -LINE DIAGRAM (TSC J4) (TSC.J4) (4) 500 kcmil / PER PHASE MD NEUTRAL /// FROM VAULT •64. F 604 KENNELLY KEYS (2004 30) F 600 BEN BRIDGE JEWELERS (200A 30) .5200 BOUTIQUE (1004 30) 1165300 PRETZEL TIME (200A 30) 1165100 BOUTIQUE (1004 30) F. 612 SPENCER GIFTS (100A 30) F 605 ATHLETES FOOT (1004 30) F 616 SIMPLY SEATTLE (1004 30) F 696 LENSCRAFTERS (8004 30) METER DISTRIBUTION PANEL PETAL 15 1200A FUSED DISCONNECT SWITCH F 684 ST REMOVE (IT Sb Aatl Aurmaf1 FROM ITSC .l{ TO VAULT •4. WALL (41500 u,11 TRW COPPER NDUCTOR PER FNASE AND N CON ' WIT ' . i' COMOUITS VNLT • 64 TO ITSC JN COOFC,/RATE W/ UTILITY CO. ORASE FOR UTILTT SERVICES TO S R DETA ILS. EE IYIR".. PI-1 FOR DETAL. REMOVE Ex'A•TNG IMLL DU7.ET6 • RARpy' INSTALL ANC COVER. [TOP ALL PLASTERS/ SEARS Y•P fAiDOTi StRO® INTO EA. TEMMTLPACE WORMS—RIO TEL TERMINATE TELE •POSER N EERY YTN IGVC,IlAL PULL EOEE • CONTRACTOR TO PROVIDE UM, SERVICES TO WALL SO ES R135300, WS5200 • umloO. t CILCSGa ELT NOT LRTTED TO ALL 0.008 WM. AND PATCNRG DETAIL WO ELECTRICAL FLOOR PLAN a.R� VS . 1O PULL SORES PER NEf 6FE F PIADE'OF IELVA NEED STEEL FOR ELEC. AC, TEL • F 600 PULL RCS PER NEC SPECFICATIONS MACE OF GALVANIZED STEEL FOR ELEC. NC, TEL SUPPORTED FROM DECK STEEL WITTI WI -STRUT CR EQUAL. IN IN ci oFe R JAN 26 /( PERMIT CEN, oVEM SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA Q' V "JR -0" ?A(1 CF Mrs. Fields Original Cookies, Inc. 2855 East Cottonwood Pkwy. Suite #400 Salt Lake City, Utah 84121 801.736.5600 REVISIONS, PRETZEL TIME SPACE #WB 5300 SOUTHCENTER MALL TUKWILA, WA 9' X 28 -9" 260 SF KIOSK co e 4*' 0 11) pa, E c L o to 4. co I_ ti W EXISTING ELECTRICAL & PLUMBING SERVICE PIP-,