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Home My WebLink AboutPermit D98-0316 - SOUTHCENTER MALL - SOUTHCENTER MALL - GENE JUAREZ SALON AND SPA - TENANT IMPROVEMENTD98 -0316 1070 Southcenter Mall Gene Juarez Salon And Spa • . „ JOWri 01;cupancv: TORE Occupan0 Gruyp: M4B CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD SUITE 100 TUKWILA. WASHINGTON .9518a THIS CERTIFICATE ISSUERSUANT TO THE. REOUIREMENTSSECTION 109 OF THE UNIFORM BUILDING CODE. AVTHE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE yIJI-01-10fAktph oRbINAmoui OFL: BUILDING _ _ CONSTRUCTION OR ALL FIRE CODES:- FOWJHE FOLLOWING: • , • .. Occup*t.% GENtJUAREZ SALOW:•-ANDSRA • Bui1ding•Adds's:A070 SOUTHCENTR MALL - • ' ,..',:':',.,'. ...!.'' .., ' '': . • .-',::,!'-,', - \ • • .,- parrqel It ,,.• „„,.....•• No:' -0316 Suit 6- 2 .:... Occupant toad,: Type of, 66'st: •,"1 • • f,;,:;"-, • CREA A,A104 SALON AND SPA. ' TENANT IMPROVEMENT TO EXISTINGTENANT-SP'ACE L224 1 t- ATE THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED:::, PREMISES City of Tukwila C Parcel No: 262304 -9004 Address: 1070 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: II -N Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: OCCUPANT CONTACT CONTRACTOR .0 South: .0 Sewer: N/A Slopes: N Contractor License No: WILCOC *19400 Permit Center Authorized Signature:_ Signatu Print Na DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Streams: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Status: Issued: Expires: (206) 431 -3670 D98 -0316 ISSUED 11/05/1998 05/04/1999 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 GENE JUAREZ SALON AND SPA 1070 SOUTHCENTER MALL, TUKWILA WA 98188 GEORGE SELKIRK 118 N 35 ST, #205, SEATTLE WA 98103 WILCOX CONSTRUCTION INC 123 4TH AV N, EDMONDS WA 98020 ***************************************************** * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT TO EXISTING TENANT SPACE TO CREATE A NEW SALON AND SPA. ********************************************* * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 1,500,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: Size(in) .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 12,270.19 ****************************************** k*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: 206 - 634 -0177 Phone: 425 - 774 -4185 End Time: Fill: 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 not. 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 sign for and obtain this development per Date: i) ^ C * 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 days from the last inspection. CITY OF TUKWILA ( � Address: 1070 S0UTHCENTER MALL permit NV::Dg8-0316 Suite: Tenant: . Status ISSUED Type: DEVPERM Applied: 09/15/1998 Parcel #: 262304-9004 Issued: ]]/85/1998 ^*******a*+****a***x^********°+x**********+*++x***********+*+w+*******+**+ Permft Conditions: . '` l' No changes will be made to the plans unless approved by the : Architect or Engineer ilding Division. Z' Plumbing permits th h tle_K\na County Department - � ft� `Pi ' be Inspected by that j `| o��:c� , ��?uding ' all �ao '/�'�. . � '- (296-4722). '` - � ' ' � ' 3. Electrical it }{ �e bt n d State U Work WilT:be i: t hai �/ 4�' All the Cftk/of 5' C a stru ` 6' A i q grid d• |1 At f1 required eo meet Lo � � ' ~ r. 7' P i !l att �� |1 grid c be |atera^ ~ -' .—y fnsulations h e perfbrmariteatfigtheredif. 9' Allons,trv,ction to be done in nt n xtn appr planSand of the UnffM:Buildino Code 0:997 ii.;: Ed' -amended, Uniform ''~°,°. '~a ` ~d^' ^`~��` ^~'t -' and t S E C d (l99/` l0' Validttk of Permi, t The issuariCe of plans iff d s t rue . n of any o o i prsions 'of, � e ] ldrMg' oode pif ariVY , other ordtnance nf' the juri diCttOn, No permit p 'ng tn . give authu it v Or yi�late ^ cancel ; be proviSior)this code shall bev ^ �� l l . There shall be nn v f^ Mi §�a he final inspection hu� ila Building Inspector, `� ��_�� '� - • 12' VENTILATION IS REQUIRED F0QALL AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 13' THE GENE JUAREZ PERMIT IS BEING ISSUED WITH THE UNDERSTAND- ING THAT THERE IS A EXIT ISSUE RELATED T0 THE REAR EXITS THROUGH THE ADJOINING MALLS COVERED LOADING AREA. THE ISSUES MUST BE RESOLVED BY SOUTHCENTER MALL BEFORE THE GENE JUAREZ SPACE MAY BE OCCUPIED. REVIEW FILE FOR SPECIFICS, 11/4/98, Project Name/Tenant: #t JUAl si tq J t sPPP Existing use: p Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: I. r M(c.w6i1 Site Address: 1070 Souttf Cf9WtX MAIL V i VD . City State /Zip: S OUTTV trtgr lL- r 4g Z 1U klAA tll- REM S Tax Parcel Number: 002304 Property Owner: pui E- sifittysS 6143)a Phone: Zoo - 7,4(•- o 423 Street Address: 64; SoU MCzfNiM 'NKWtLA City State /Zip: 91 Fax #: Contractor: (Pt L l tnJ4 uCT 1 VN 1 1146 • Phone: Tap 774 `f t 63 Street Address: 6-0m, S 12 - OK it/E" N . Su►9E- 1 wl- City State /Zip: 1%07. Fax #: Phone: Ze& 0177 t Architect: 5c1.pilLj. Mt& rgGTs Street Address: City State /Zip: 11 ,j - 3S ST• ?,DS Setern_ INA- £$fQ3 Fax #: 20(.- G4 e4-01b7 Engineer: P 4 - S ( 9 - 1 S11 r 1 4 i - E , PIKTv o N /iL • Phone: Zoe - G 7 z - 4 Sa o , , Street Address: t Lo Joi47 S r. 5E1 1 v14- City State /Zip: *4 Fax #: Contact Person: 6001 S 4t-1 f - SE'[ llr4Z -a+11 - Phone: 1,e&-044 - Dl 77 Fax #: let"- Sv3 - 0/417 Street Address: City State /Zip: l (1) IJ . 3 cis` S%. uls C li77Li wli-g0163 Description of work to be done: 1 M `1Z6 i4 .. Existing use: p Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail Cl Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office in School /College /University ® Other t)T'1 5) f' P Will there be a change of use? ❑ yes 71 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes gl no 11 � Existing fire protection features: cm sprinklers ® automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 115' existing Area of Construction: (sq. ft.) $ y 7 5' Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Si no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUPWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk Cl Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): Size(s): Size(s): ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous 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. Dale application accepted: 7,5 Date application expires: Appl taken by: (Initials) i4. PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: Project Number: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: BUILDING OWNER OR A.lJTHQRIZED AGENT: Signature: (, i / C ,,, ( Date: / .15^ --C6 / Print name: 6 ',� c (1 l • :S�`Z- =1 /` v& Phone: .6 4 .0) . 7 Fax #: -zok - 4 -04,7 Address lI c /lJ, .� 5 F' 5T. If 2,61c- City /Sta iZi / i4.-jr l 15/ O 3 ❑ ❑ Vicinity Map showing location of site ALL COMMF►; C'f '' '!ILTI -FA Y TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ /ALL' DRAWIN e'S Td 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 ..... ..•.tip'. , ;' ;, • ❑ ❑ Metro: Non - Residential Sewer UseN•Certification if there is achange.iri the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include': ❑ ❑ Site Plan (including existing fire hydrant locations) .1.. North arrow and scale .. . 2. • Properly lines, 'dimensions, setbacks, names of adjacent Toads, any Proposed'or existing'easement$ 3. Parking Analysis of existing and proposed capacity; prdposed..stalls with dimensions • , - 4. Location of driveways, parking, loading & service areas 5: Recycle•cell ctiori 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 topogralihy.at 2' intervals•extending 5' beyond property's boundaries 8. Idehtify location of sensitive area slopes 20% or greater ; wetlands, watercoursest 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.whjch 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) 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 ❑ ❑ 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. ❑ ❑ 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 tine 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 201 Smith Tower, 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 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. CI'P1RMIT.DOC 1 /29/97 buy . OF TUKWILA WV' • . :.• • TRANSNIf RANSMIT Number: R9706862 Amount: : 7 :11./05/98„ Payment Method: CHECK, Notation: WILCOX cpt1Sn3Orr Xnit DLH • Permit No: D98-0316 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 262304-9004 Site Addr ess: 1070 SOUTHCENTER MALL Total Fees:, 12.270.19 This Payment 7 . Total ALL Pmts.: 12 Bal ance : .00 Account; o'cie Description Amount 000/322 9� 1 „ ,,. BUILDING - NONfi,ES 7,432/75 000/386,904 ''' STATE BUILDING SURCHARGE . 4.50 • 7508 . i1/06 9711 TOTAL 1438.25 • • •!. * 4—A ikqe vtqc * * 8' le 40—.% * * it ?VA: * * 11.4 i•;*-* .fir * ' CITY OF 'TUKWILA.; WA TRANSMIT •A• * * * *, * ./c * * * 4—k A: * vte * .1;* .144 * Or —A toc . TRANSMIT Numberi:R.9700832,*mount: H*4 0.9/1549S Payment. Method: CHECK Notation :SELKIRK ARCHITEC Perniit Nor.D9B-0316 Type: DEVPERM DEVELOPMENI.PESMIT : Site 'Address: 1070 'SOUTHCENTER: MALL . Total.:Feee: This Payment.' 4 Total ALL Pirits..... - ' . , 1 4 . .. ! 831 - ::,..94:.. : . Balance: .. '.:704382 _ . , ************ :.:•.. Account Cede ' Description (00/3!4,5,1139: PLAN CHECK 7 NONRES -:, ' , ,4' .." . , . .5792 0916. 9717 TOT4L 4831.94 .• „ Prolt: , Type i o417tclig e.. A l r *ZO 5C4Vt /114.■ Date cal : • 4 1- Ai Special instructions. 206 16' "Z?&P 5 r.- e r7 i 634M Date , • - - " / a.m. "1:iiir,!•144: Relita gcmeelvt. 730 /Irv\ Ph INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 M r - Approved per applicable codes. • (206)431-3670 Corrections required prior to approval. COMM 7 $4740 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soutlicenter Blvd., Suite 100, Call to schedule reinspection. [Receipt No: Date: '":1: COMMENTS: ,.,.7 .5 7 E pe7 PteiV/o(1_5 A76 7 # • , ,. 12 tC.‘12:... ( p 5 /0 /6 (.,•' f" 4 pe-4/ A c".5 Cc / ,45 ..e..0 eil,&6 - re--, - f Pe7giew-ef - Ate'S 7 • 119,47(10,44972446- r"-k , 791 ec),/, oo>44...,frttr ,V. / 1--1):43 1/.4t le i i /-e--r De 5 - /6,41 oei i ,*13ifgaigrwel-- Ok. 7V Oc-c_ciPci DO4 k kv* Prfet _-- •--; LA--ckt\__QA Type q pection: 1 M ikel4Ar /I/ Date called :2 /c/ c7 Special in;t4Ictipns: .....- .- 3 t.)G■--"i • fl ' .. • Date wanted: J. /z5" Ctni" P.m. Requester: ---‘'''Ac' ( \ -.1) ( Phone: 1 Insp INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. • IQ PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: 6 0 $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ?. ` , • • 1 I COMMENTS. -e A 7b ens (-1(*c - Type In/n: l tic j c w Date ca 11,1 iq (co A 0<6;;. %••■-•' ei-A,/,.;(_ __, - //0 - P.m. &;t 0642 - - •(/We ■V'r - / ' ■°' g ( 197-v,c 7r. "---e ,,ic f 7Z' Paiae L4/,4f T . 7 .2-,044,0 aevav-- L 14, e, 'EX- (7 /XI 2gifigaggg 129-7, d ' :4t,' 411 Y't) ,41i P/dy 49 or-401/01 71 HA . 4 - 7 — 0,6 Ar 4441 coxgn,19--P-- Proje -t A, P"- 7L-1- ,,e.A - Type In/n: l tic j c w Date ca 11,1 iq (co S ecial instructions: : Date wapgr P.m. mt(r: Phone C 2 A011 2-43 - 1(0/010 INSPECTION RECORD Retain a copy with permit INSPECTION r . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Insp E Approved per applicable codes. Corrections required prior to approval. Date. PERMIT NO. (206)431-3670 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. Receipt No: Date: COMA . /14601,- '' (A 4 „ fr,-;er-v-r- 64.0--"ei ,c(or atre6W-7 4 eckiehe- DC 7X-sfe reitiS poolz 15 14--e-fbi,o4ieE. /A-ekr l'er/(7,4 1 7Vt-A• Rote. $44 alr 4 4,4 0 5! " / (C.C figAgelt 6cv/6 4 149- X f tvW,-) , ' , 6 , -/ i.e.. d.._ :e__•• _ 707 /11(00:04,tikt4 e. - .5 C1 P Atg-A73 /.c' 67(4 4 Veil ter") <C4014:1 t ee . /A-eSo°Z-4-77e2Ai 04e-- *-, 4? 7 e1T0 Project: Type of I.spection: Address: (070 ' 5 , Ce, 0 0 I 172,AL Date called: Special instructions: ....- --,-- -t. Date war 5 a.m. P.m. Requester: Phone: • s•-•v• 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 Approved per applicable codes. de erZOrrections required prior to approval. $47 O REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P 'e` ctt'1L2- 5frA. o Ins ec tior� -1 I .L'l' 16 6 h mai 1 Date called - 2-9 7 Special instructions: Date w d 3, g 9 a 1. Requesm ^ x / ; 9 3 . 7 6(°6 INSPECTION NO. proved per applicable codes. INSPECTION RECORD Retain a copy with permit } t4q PERMIT NO. CITY OF TUKWILA BUILDING DIVISION y� 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - „ (206)431 -3670 COMMENTS: Corrections required prior to approval. $47.60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Proje -.05 Y'e 2 Type of G C(_ Addres ;b � 0 5 c '�^ 4 Y`'' 4 Date called: 7_1 a \ g et ` Special instructions: D w t 3 �1 � ��Q ...„Ti. P.m. Requester: Phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Pc-631(Q PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: / 4e -/ 5,?0ie 7 Sr" ,44 r4 ,Cfarr *fa $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 9 A--0 3fb PERMIT NO. (206)431 -3670 l3 J ✓ -eZ Ct 11169 &r( M I Special instructions: �ffGl Requester• A *(9 at4 -76(06 TYPMee ec f ( eI if Date cal ( Vt Date zto 9 9 c;a...) .m./ proved per applicable codes. n Corrections required prior to approval. COMMENTS: El $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: : Pro' ct: ^-" v`� Type of i spec j i (r orb (a.,i? A A S /� Date caattt��d: // , , / S ecial instructions: Date wan � a.m. Requ Phone No.: INSPECTION RECORD Retain a' copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 COMMENTS: (krL t1r77 67AIL) 44 140 , f'30 Inista Igo [4-f 14-Z.. Date: / Z 4 , i pproved per applicable codes. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206) 431 -3670 Corrections required prior to approval. P •ject: Type • ins•e i• AINkto. _I `Ill / Date cailedj Z pecial instructions: . late wante.: 13 91 a.m. R qu�� r: Phone N - 2 I n tole INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: ii� 107 litl� � t r ;. ,Z6, -- X(0 •'..— _ 17/ ' �i/7� Date: Inspecto r [ $42,00 INSPECTION FEE REQUIRED. Prior to spection, fee must • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prof `-'7 / e Typ prn: Address: 670— SG 41 .41e, Date called: Special instructions: Date wanted: l3 a.m. p. Requester g, Phone No.: • •, �4 c INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Date / 999, • F $42. S REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1 •'� INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Corrections required prior to approval. Date: Pro'ect: �� Type ofin e tione A /040 -- ' cC' l li Date called: Special instructions: Date wanted: /3/99 a.m. p.m. Reque ey�� ( Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. WICorrections required prior to approval. COMMENTS: MIT1 $4 0 0 REINSPECTION FEE REQUIRED. Prior ti inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date; Pr. 'e,t: / „ r j�V , Type • 'nspection: ■ / 1 A._4....' .. AO. . s: O de & A Ii/...r Date call : dZ i a Al Specia instruction -. „ " , Date want-. • ``--, a.m. Requesfttp5ey Phone 'A- 41 l 1 0?e `t0° . 1 1� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 I (206) 431 -3670 Approved per applicable codes. 'C'orrections required prior to approval. COMMENTS: ,/ (34 (4.__ Dat al 9 ' G' $ .00 EINSPECTION FEE REQUIRED. Prior to inspedtlon,.fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 981 S PERMIT NO. (206) 431 -3670 Project: Address: 1010 h iv i Special instructions: Type of ins action LIA Date called: b ate' wanted: Requester: A Phone No.: 26&-2. • - 77 Co A pproved per applicable codes. COMMENTS: ��c. toss r6ci` >s /;e6) , (o 26 ,dor 097,f4/1-.7X Corrections required prior t� approval. $4-/i0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ■ Pr'f t: /- A G AL /W ��t Type of inspection ,e,�) -i pr 1 w., I1 ' -( . ; .. A A r s: ylit.ax Date calla Special instructions: Date ��n��: � • � .: • a m�. Requester: ri Q x Phone' No.: 206 -2 1 1.3-74•G 4 • t". INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 8 - 0 3 / 6, PERMIT NO. (206) 431 -3670 Corrections required prior to approval: COMMENTS: (nive fir %G4-t> /. /1 Inspect/ AT/ 1 , lar $42.'st REINSPECTION FEE - MIRED. Prior to i spection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule,relnspection. Receipt No.: Date: Prf �-ct: rx . . Q v Typ f inspection:: Allqivt-c (.1 il vutti I. • :. e ss• ' = '• to cal ed: Special instructions: • Date want d�/ /r (( .m. Phone Y y w INSPECTION RECORD Retain a copy with permit KJ 6 — U 3 1p PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,. Tukwila, WA 98188 COMMENTS: proved per applicable codes. !�!= m *X SGT ,4 - Pt/a4Vg . 445 6 - r (206) 431 -3670 Corrections required prior to approval. 1 I Li Inspect° Aviriri ; .il num $42.00 RE I SPECTION FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: COMMENTS: 4 (. /6t/,56-b se 0- fit." 1-A6 Are.V. (0 Address: 5C MALL- - 77a 71 , 61/7-179 /7f /L/e77 , /s. Date wanted: J 2 l7 - J S fiZf t o-s pA- - a -/6/9 ,4<'y /o / __t_' /74t? 4f /AV 6ia Cccc -- I , -07r 7 ? ,zz,7 " Pr ject: �, ttLI .. Vf\CEa Type of inspection: E,U18 Address: 5C MALL- Date called: f 2- 17 -96 Special instructions: Date wanted: J 2 l7 - a.m. p.m. Requester: PAx t3Loo.r- 4 Qv 1ST Phone No.: Ir Y; .,:yy. , - ;_�i.• ,- Y<. 'PTV∎ '•Zz.r:i6 rrii' l ^... • rui. t; -4-!. s «' . < e''A 'ver Frr " INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981881, (206) 431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit rrections required prior to approval. Inspec (Wm Dat Z Fl $42.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro �� IK ?ee TYP ► i (./l�', �i�- Addr 5 70 - y, ebAr -mt.. � to called: Date wanted: f 2 �9E� J a.m. p.m. Special instructions: Requester: Phone No.: f, INSPECTION NO. COMMENTS: Inspe INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 No7X5 . i fi,Z(6 - 4 6/1,e5 'A /. Date /Z 8 -a310 PERMIT NO. (206) 431 -3670 Approved per applicable codes. orrections required prior to approval. At° A--"Xedaw4e__ ei/Lir , e -mss 4 I $42.00 REINSPECTION FEE REQUIRED. Prior to in ectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: AI ./ -1-z / - Ad r C 11 74, t. C'7 --- 5. . 1,`' c . Date called:l (3 I -t. .,Cg©T . — .77 YO Special instructions: .i `� ,6,(f/A76 z; ,/X M 7 re ' a f )- 7 -1 /.(-f o7 9 7V '3 '##4 Pho a No • ( ?as 1 `1 r to �' r ' ,c.fa F4/47 L ZGJ6 w /t-C t�6- / ,l..c's. et(- z/b / / --('' 7c gt -�r s ceNt<s S ii6.4A77eb A-41D , ,0..egiv . - 0 / l /Acett -- Ee' , > t •#Z ____z_n_i_L__ 1 i Pr ct: 7 T e of ition• -{fir - n spec f in cu.�h oA Ad r C ` Date called:l (3 I -t. Special instructions: .i `� Date wanted: ., f 7 Requeste Pho a No • ( ?as 1 `1 r to �' r rg" t - .. �, y,... .. t ' LM.`' N SF "�rte..ea'..r�•e•r .c`fi?Im � 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Datp� t PERMIT NO. (206) 431 -3670 Approved per applicable codes. orrections required prior to approval. $42 ' %0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: COMMENTS: 3 0 .5e-6 f t o-r/3 A-407 ''Gr5 Address: 1 0 S. C ei�.+t 0 Cc —..e CS 9 /L( 037 $ e--,19'G lit . 51,( 7 (o P _ cT / _ _ ..� ______/" Phone No.: . 4 (--4 7? 0il -- itU t/c '1:- . . 4 pi'e-*-e, se ., j4 447 A/4 A/47V A..(Ot "i/ S4 A9 2o/ - l/�'�l /,¢T2 /o A .i- �- ` A li �� I F C.�: L.sn_LA___ .---1 Pr J c _ C� rte. rt rE' Z _ --)( I yr Type o inspection: 0(-- i I Address: 1 0 S. C ei�.+t 0 Date called: \ -2- i t 0 `r Special instructions: Date wante l 5A- Reques e Phone No.: . F ..7.1 77.. w �ca:.J , • '+'+rStt?r:...:..Y l`t`i .T ;`e"r" r i- 'w«".d • .^c'x CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .� INSPECTISN NO. Inspe INSPECTION RECORD Retain a copy with permit Approved per applicable codes. eCorrections required prior to approval. Sit Date: ( , U31L' PERMIT NO. (206) 431 -3670 Fis $42.06' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS • --" StZ .7M-Pik tt- 3 Fte4.-Ar,.6,e-rf, - --- 544(r 420( P.-CC CO' ri Pete- 6-AfC • • M • ,A._7 6 1... 6 x 1 ,4A, c _e_s (), V4/1-7 "e l e%,,,i i tt A 304- 01C fe--6.-FF:_f_zt e1-) (0,1 is.( Atalr a-41.% 4,477,1/44 4,1-456e 0 SI/ md ii-itra.f all A i c-7 _ ,4 ,,,-./4 0 l Pe 4-e4 s icr-A.. / ,t(077.,#/i_ Phone No..p_ aq; ... ... 7 uto to Project: Gene. -- re.. Type of inspectiPii: - r - wi.vin m ki Address: , /00 S ctihah4f4 el4a1 i Date called: i Special instructions: Date wanted: r2/ y y. .... (i ... 5 Requester: Phone No..p_ aq; ... ... 7 uto to Fr-7, 1-77, x57 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 !,!• - !,... es. (206) 431-3670 Approved per applicable codes. h.porrections required prior to approval. $42.00 EINSPECTION FEE REQUIRED. Prior to spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Typ of inspect! 5 Jt- e�fl.{ n_/ . c ('_ calls Q ~ Addril 0 0 S 1 *M 1e 9 ?E CM t -r- o kt rre- Date wapp • /J � O (� a.m. p.m. Request r: WIUOn Phon� 0) 243"7664 SEE. -. , t or -#/ --- Yj'} epatztEs=9 roe 0 ,407 A. gd e ..... - " (0C (?/,c.. t? 0- A 11 Projec u Typ of inspect! 5 Jt- e�fl.{ n_/ . c ('_ calls Q ~ Addril 0 0 S 1 *M 1e Special instructionQs: p �e ot.41 a.r- d � . 1:00 , p a), 5 1k Date wapp • /J � O (� a.m. p.m. Request r: WIUOn Phon� 0) 243"7664 2.X) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Appro ed per applicable codes. [c orrections required prior to approval. I I $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: -Y l IIIr r-.e. 7 Type of inspection: C�� ( / 1 Address pt,f ate called: Special instructions: ,r / 01. -1 '' Date wanted: a.m. p.m. Requester: Phone No.: '::..�+�' ;. R, �„" �' �", ..�,..r;"�- '�49�"'J!r!?^'�,��'r :;?k�� :"�` � • :?k , ',•"�'y.�iv; 3 : %r 1 �: i�'x"1�' r r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ved per applicable codes. Corrections required prior to approval. COMMENTS: w oiarr " a,4 yC rrr r'!/Vs"' $42.00 R INSPECTION FEE REQUIRED. Prior to i pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: —,. � ^,^� •,yen Project Name Address /o70 C 1,170; / Authori 'tignatur ( -- City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4-- tit ►2 Retail current inspection schedule Needs shift inspection Approved without correction notice )( Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: 1� Monitor: Pre -Fire: r Permits: FINALAPP.FRM Rev. 2/19/98 Permit N Thomas P. Keefe, Fire Chief q - 03/6 ;2'. Date John W Rants, Mayor Suite • T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • T February 3, 1999 Cert No. 9810 -33 Attention: Dave Larson CASCADE TESTING LABORATORY, INC. TESTING A INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND: (425) 623 -9500 KIRKLAND. WASHINGTON 98034 FAX: (425) 823-2203 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Reference: Gene Juarez Salon Southcenter Mall Permit No. D98 -0316 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports are enclosed with this letter. 1. Reinforced concrete cast in place for slab -on -grade 2. Structural steel inspection for welding and structural steel bolting on two new beams All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 02 -03 -99 and is number 098462. Respectfully, CASC E TESTING LABORATORY, INC. Ddhnis H. Stack President Enclosures: Field & Cylinder Reports SEATTLE: (206) 525 -6700 EVERETT: (425) 259 -0617 t FEB 0 5 1999 COMM! Ri1: Y (425) 823 -9800 EVERETT `(425) 259 -0817 KIRKLAND, WASHINGTON 98034, TO: ATTN• (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY STR.STIWELDING — OTHER STR.ST /BOLTING CONCRETE/MASONRY MIX NO. SUPPLIER SLUMP (INCHES) AIR CONTENT ( %) DAT� ' r P ECT —, en e. a} C.! Q 2 L ATIO ct cce. q -• BLDG. PERMIT NO. WEATHER CE NO - 3 OWNER TEMP. AT AT AM PM ENGINEER o ft-- ARCHITECT CONTRACT R \� C oX �S�( c,�•� ti (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — BEAMS (4) N (AREAS) SJ s � o < DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SPECIMENS CAST SEE CYLINDER REPORT NO _ YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE REMARKS* s Q, '∎ c.. --)tAk;f\)) ct„.X \o S ic . v., " C) Q w`S �Co 0.CC \Go COPIES TO: /0 LL' a w FIELD REPOT K7‘ INSPECTOR: SIGNED: PREVIOUS REPORT No. 2 Y■.e....D Qk� -�, 4 \ No. o%1 eC N. ■` CASCADE TESTING LABORATORY, INC. TESTING & INSPECTICN / ENGINEERS PREVIOUS 0 9 8 4 6 2 12919 N.E. 126TH PLACE REPORT No, No. KIRKLAND. WA$HINOTON 9E03A (A25) 823.9$00 EVERETT (425) 259-0917 DATE," ' '' G\ 1 R A CT ^ 1 CEfj�. / 0 - 3. TO: E ..,r \,e7 TI` C„ c€- \ `` BLDG. PERMIT NO. / cy :. ' o IG7 OWNER WEATHER TEMP, AT AM AT PM ENGINEER ,.,. Q ATTN: ARCHITECT CONTRACT R \ C a}. GI\ 5�ca c.-C.. e\-.., (2) INSPECTION PERFORMED _ RESTEEUCONCRETE RESTEEL ONLY RESTEEIJMA$ONRY STR.STIWELDING — OTHER IL STR.ST/ OLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS — SLAB AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS BEAMS — L OCATION (AREAS) SJ C� G✓� b Nei...) `c) %\- �^_Nt, e4 IS) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (PC) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT (!o) SEE CYLINDER REPORT NO , A YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. a.CC • • c F lo �� c, �S ` v� • REMARKS' COPIES TO r.Q,..D \\ . ♦� • .... — tR4��. FIELD REPO' "7" INSPECTOR: SIGNED: - DATE: TESTED FOR: POI IW0•1N , ir eo Environmental Gtec/lnical 1 I . !i Construction Consulting • Engin..ring • Testing JIM CARLSON METRO KING CO. 11911 E. MARGINAL WAY S. TUKWILA, WA 98168 January 29, 1999 DB /ld cc: 1- Client; 1 -City of Tukwila REMARKS: INSPECTOR: D. Blisserd (FR1234) REPORT OF INSPECTION ACTIVITIES PROJECT: Report faxed to Bill Barsoum at 206 - 684 -1379. REPORTS AMY NOT BE REPROOUCED, EXCEPT IN FUU.. WITHOUT WRITTEN PERM160ION OY PROFESSIONAL SERVICE. INDUSTRIES. INC. REVISION #1 OUR REPORT NO.: 712 - 80149 - 12 F E r= 1 9 1999 4yj`it LOPNitt -N DEDUCTED SOLID FACIL. #C73180C 11911 E. MARGINAL WAY S. A representative of PSI arrived at the above referenced project to perform the following inspections: 1. Bolt Inspection: Bill Barsoum of Metro was unable to provide structure manufacturer's erection drawings. He gave me a verbal to inspect for snug tight condition and said he would provide a fax verifying this statement. Upon inspection all connections had less than snug tight conditions. Bill Barsoum requested the inspector to tighten all 3/4" bolted connections. Completed work. All 3/4" A325 bolts are in snug tight condition. 2. Bill Barsoum of Metro stated that beams at mid - height condition were to be welded. Inspection showed 1/4" fillet weld all around at each beam end. The beam at high -bay was not welded, four bolt connections only. An engineer's revision was requested. WABO certification for the welder is required. Report will be in conformance upon receipt of the engineer's revision and WABO certifications. Re- lly submitted, ROFESSONAL SERVICE INDUSTRIES, INC. m Yaghmaie, P.E. Department Manager Information To Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282.0666 • Fax 206/282.0710 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 90 0 G // -6-47 11-3 7 4 leiz. AM PM Io is-o 4.610 q 9 o -- ■ z- 9 CONTRACTOR /6, 7 3m 5'9 7.X.) A, 9 0 / Z- U4 /(o G 7 o DATE / /-6 -�'�' CERT. NO. 9 dy0-33 SLUMP ASTM C -143 PROJECT J /, 'lip-, S [1'L LOCATION / /� l/Uy , A- A, /12-p i ...co - / �, ca ,...,A c%.,A CEMENT FACTOR BLDG. PERMIT NO. ( OWNER CONC AIR WEAVER 'f.--4 G, .it TEMP. AT AT AM PM ENGINEER TOTAL ARCHITECT CONTRACTOR TRUCK SAMPLED 057 C f TRUCK TICKET NO.f✓ Y Cf 76 E MIX NO 3 L' .% TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR WATER 2 G 7 /'41 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 57 FA. / y1 / 4j4,,.i,s, ,, WATER 2 G 7 /'41 TOTAL TO THE FOLLOWING WAS NOTED: PRODUCERS: CONCRETE CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 14251 823.9800 EVERETT (A25) 259.0817 Lk/ r TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE I - ? TEST METHOD 440 ATTN. FIELD TEST DATA AIR TEST METHOD: ID PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 COMPRESSIVE STRENGTH CYASTM C -1231 1L �' ❑ ASTM C -617 0-6 INSPECTOR: COPIES TO • ///7 /414 REPO e) Y74- REPORT No. AEA ADMIX CAC12 % . DESIGN STRENGTH PLACEMENT AREA & NOTES s.--5 `4 (-4 7 s— /a- 34652 SAMPLING IN ACCORDANCE WITH APPLICABLE CODES & SPECS "3 I CEMENT � /� CU. YARDS PLACED LG� +J C/ 3 SIGNED' LIP CASCADE TESTING LABORATORY, INC. 4 TESTING & INSPECTION / ENGINEERS PREVIOUS C 7 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND. WASHINGTON 96034 (425) 823.9800 E VERETT (425) 259-0817 DATE /i - G 'Ci CERT. NO. C? /G - .34 /' TO: C l-J r / `O >• PRO;EFT .,(Ly, fit. I Cia, LOCATION ( ]` A'( T v /3 e, ‘-• �•c r Ai r �r � /v /( B DG. PERMIT NO. / ncao3AL, OWNER WEATHER ..Z TEMP. AT AM AT PM ENGINEER ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING — OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS SLAB 0 _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — ) / ( LOCATION (AREAS) s 4 4.1 /ore '/Ts( 1 5 "'7 S' �L 64 - 1 - , X } V /' 2 / , 5 - 1 - , - 2 - 4e ?C(f 1 , CONCRETE/MASONRY MIX NO. 3 `L' DESIGN STRENGTH (f'c) .� 4.)p SUPPLIER /_ fr)^0 3/ r TOTAL CU. YD. PLACED C-7, 0 SLUMP (INCHES) ( SPECIMENS CAST `"C' A /1 AIR CONTENT ( %) SEE CYLINDER REPORT NO. 3 yE L- Y ES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ — REMARKS: 4- 1///3 1. (-- •ta f} / COPIES TO: 6?/ INSPECTOR: FIELD REPORT SIGNED: I CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 4 / // c' ? // 2- 7 E X /z ARCHITECT I o40Sb 3 6 SO 4- r%S / :3 - l5�.050 5 5 ZO A r l l' / =3 9 d' 1.5'0 35'0 g3 z0 I; DATE Sr� P U ZIT CERT. NO. cr 4../11 PROJE . 0a ✓'ems '--C YIELD BLDG. PERMIT NO. TEMP. ASTM C -1064 WEATHER ..." TEMP. 6 C AT / / I /U4M AT PM ENGINEER CA. ARCHITECT 0767 9/ CONTRACTOR 6:p TRUCK SAMPLED 5 TRUCK TICKET NO. 6) 2 7 MIX NO 6.0 TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR if/ c 6 CA. WATER 0767 9/ , 6:p 6 BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT J 7 7 FA. /"6 ' 23‘4" / Way /J s c- . 3c. l , r7p_,/ / _ CA. WATER 0767 9/ , TOTAL T TO "`i/ (607; ATTN• THE FOLLOWING WAS NOTED: SAMPLE P/U DATE AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear PLACEMENT AREA & NOTES CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (42S) 823.9800 EVERETT 1425) 259.0817 FIELD TEST DATA COMPRESSIVE STRENGTH TEST METHOD Co CEMENT FIELD REPORT No. ISKSTM C -1231 ❑ ASTM C -617 INSPECTO COPIES TO .' L C . — 42// SIGNED s / Gt iA + `d/ i n r" '7 / - 4 , 5 SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS CU. YARDS PLACED PRODUCERS: CONCRETE ; 1 47 '1° AEA ADMIX. CAC12 % -- DESIGN STRENGTH .3 v C v L.iCir'C� S 34650 ■ L CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS i I� ? 0 PREVIOUS v ! 4 12919 N.E. 126TH PLACE REPORT No. No KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259.0817 DATE / �- _� CERT. NO. q.cr /v - 33 / To W I ft t7 PnlECT LOCATION T T6 / henry Y , .Sc .., R c.a.. r BLDG. PE MIT NO. ll / / OWNER WEATHER i /7,-'11 TEMP. AT AM AT PM ENGINEER ATTN ARCH TECT / \--'el/ I 4._ 1 4 t, CONTRACTOR (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS ( SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS — — — (4' )� /. ( ,S am) < G 1, f h, � LOCATION (AREAS) 1; ��,,,1 ^ / 1 � r1 c(f C / �' / � t /,,/ ( 1 v. , j y 94 4 0 ; y s - y. , 7 S— J 6 e ....., S i ,r S / 62 . Y f 42 S r 1 ; CONCRETEIMASONRY MIX NO. 3 2-L) DESIGN STRENGTH (Pc) 3 G,, c _ ,/ SUPPLIER ZC:� S �n TOTAL CU. YD. PLACED - // SLUMP (INCHES) � SPECIMENS CAST ` 1s I e / Z - t AIR CONTENT ( %) '� f/ - SEE CYLINDER REPORT NO • A CO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS COPIES TO: vl. / /// ' , ( /l,v -h 4 ,,, (cL 1) 4 -')i , h • C) /` ,,� S 7 7 v CYI '7 /6'141 G / 't Gtr 44 f 7 J 43 J -/' u)f INSPECTOR: sJ r71 FIELD REPORT SIGNED: 4' PETERSON ;,JTREHLE 1 /IARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE. WASHINGTON 98109 OrFrcE (206) 622 -4580 / FAx (206) 622 -0422 L ■ OFF)1G 6:ADDLE 11PI'AcirN1 z0 /z0 'd .�N oF zzbOZZ990z 'ON Xdd ^ 8 _ S3 Qt? __. 1.14 S a LL...' r 1:ctugitkL ' Pegi 1 P. ONI'WSd Wd ib:z0 BOJ, 86- 90 -21dd TO: `, c OCR rA.4.0 COMPANY: FAX NUMBER 4 /5/ l 6.< PHONE NUMBER: RE: WILCG CONSTRUCTItN INC. 6 C11c ?ar►i,1 - 1 - D RV- O 3/6 0URGENT ❑ FOR REVIEW FACSIMILE TRANSMITTAL SHEET L131 5 b 7' FROM: JEFF EKSTROM DATE: TOTAL NO. OF PAGES INCLUDING COVER: 02 WILCOX PHONE NUMBER: 425 -774 -4185 WILCOX FAX NUMBER: 425 - 774 -4187 JEFF EKSTROM FAX NUMBER: 425 - 774 -1204 0 PLEASE COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE l P. -e 1,4L71 W4-71, ��✓� v -e � w21,,J�f - rr i 0.9--/ - 7! 3t) 4,4 123 4TH AVE N. EDMONDS, WASHINGTON - Yet, Post -IC Fax Note 7671 _ f0J0 2./9i7 loapvs� S' From 1, c sft k-><0' Tb 46 Sf M - comm. co. Phone • A _1 M _ • Phone r t 6 . 6 ,- D /101 Fax R Fax 0 A 01/15/1996 21 :57 2066346i67' SELKIRK ARCHITECTS /18 N 3511150441, *205 t attle. WA 98103 T 206 634 0177 F 206 634 0167 DATE: 11/2/98 TO: FIRM: FROM: nswgIttelAwWakr4i an PAGES SENT: 3 (including this transmittal) PROJECT: Southcenter Salon & Spa SUBJECT: Water tank support design and details COMMENTS: Please review the enclosed design for landlord approval. These details will be included in the "record set" forwarded to the landlord later this week. Thank you. CC: Deb Zeil, Richard E. Jacobs Group Jeff Ekstrom Wilcox Construction Alan Johnson ABKJ Geordie Selkirk FACSIMILE TRANSMITTAL SELKIRK ' ANCH1ILei' ' FAX #: 206- 340 -2266 SELKIRK ARCHITECTS r U oc fb (So V61 C PETER f rETERSON •)TREHLE 1 ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STIIE!T. SEATTLE. WA3HINoTON 98109 OrPICE (206) 522.4580 / P..x (206) 622.0422 L. ZO /ZO 'd CLIP L-4 :r • OF LELk. I - L.t14.c : %)a L H 1 I +' 4 / ' I STt. I ��LEG `U E:. IJ .wl. e.-: .1 oiS7 -; • (PP; • ZZtOZZ9902 '0N XU CN I ''aSd Rd OZ : ZO I Nd 86- 0£-,100 • / 177b L1 . J LUO0JmUlut �I rETERSON JTREHLE £ 6.4RT1NSON, INC. CONSULTING ENGINEERS 920 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622. / FAX (206) 622 -0422 EO/ I0 'd 00ZE9902 'ON Xdd ON!'WSa Nd , ! d S6 -0£ -100 Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. tO 0 All Other Roofs • times 100 equals / WA Opaque Walls 2' / 1 2 4 7 Below Grade Walls Concrete/Masonry Option A) / j/-- Floors Over Unconditioned Space WA c 11. 3 1 6 - 0 /1•- Slabs -on -Grade l f\ 41. Radiant Floors h) // Maximum U- factors Opaque Doors OM- Vertical Glazing i p Overhead Glazing i 4' D Maximum SHGC (or SC) Vertical/Overhead Glazing r 1,0 Space Heat Type ❑ Electric resistance II other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical & overhd) divided by Gross Exterior Wall Area • times 100 equals % Glazing (/Q - 2' / 1 X 1 00 = / tS ./- - -` Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Conerete/M9sonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address / r^ � ' J (4e&re N - / J _, ! �� `'C- �.�""C Date ej /) I /? For Building Department Use • Applicant Name: /V e -0 w 1P x , I rt, , 1 I C ■ Applicant Address: /4)(5_, N r_ 7 Uatr. --.) le-i WA c 11. 3 1 6 - Applicant Phone: ? 0 b . 7 6 b rct rd l 1994 Washin ton State Nonresidential Ener Code Com • liance Form • Envelope Summary • Climate Zon' ENV -SUM 1994 Washington State Nonres dental Energy Code Compliance Forms Project Description Compliance Option CI Prescnptive Component Performance. CI ENVSTD CI Systems (See Decision Flow art (over) for qualifications) Analysis Seml- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' N /ls 'Refer to Section 1310 for qualifications and requirements Notes: WelS D ❑ New Building ❑ Addition Alteration ❑ Change of Use Maximum SHGC (or SC) April. 1994 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC a 9.0 BtWR'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) N/4 U- factor CITY OF TuKwu S EP 1 5 1998 PERMIT CENTER H -1 All insulation installed' Opaque Walls R -11 Masonry walls (mt) U-0 19 Masonry walls (other) U -0 25 Below grade walls (eat) R -10 Below grade walls (othr) R -11 Roofs over attics R•30 other roofs R•21 Floors over uncond sp R •19 Slabs-on-grade R -10 Radiant floors R -10 Opaque doors U•0 60 Glazing Catena Met) Glazing Vert OH Area % U U SHGC 00.15% 090 1.45 100 15-20% 0.75 140 100 20-30% 0.60 130 0 65 30-40% 050 1 25 0 45 All Insulation Installed Opaque Walls R•19 Masonry walls (int) U-0 19 Masonry walls (other) U -0.25 Below grade walls (eat) R -10 Below grade walls (othr) R -19 Roofs over attics R•38 I other roofs R •30 Floors over uncond R•30 Slabs-on-grade P.10 Radiant floors R -10 Opaque doors U -0.60 Grazing Criteria Met? Glazing Vert. OH Area % U U SHGC 00.20% 0 40 080 100 All Insulation Installed 7 Opaque Walls R -19 Below grade walls (est) R -10 Below grade walls (othr) R -19 Roofs over attics R•38 All other roofs R•30 Floors over uncond R -30 Slabs-on-grade R.10 Radiant floors R•10 Opaque doors U -0 .60 Glazing Criteria Met" Glazing Vert OH Area % U U SHGC 00-20% 0 40 060 1.00 Envelope Summary Jack) Climate Zon . `1 ENV -SUM 1994 Washington State Nonresidential Energy Code Comp lance Fors Decision Flowchart for Prescriptive Option 1302 Space Heat Type: For the purpose of determining building envelope requirements. the follownng two categories comprise all space heating types Other All other space heating systems including gas, solid fuel, oil. and propane space heating systems and those systems listed in the exception to electric resistance (continued at right) <40% • Glazing') 'no yes '1 All Insulation Installed? [Opaque Walls R.11 I Below grade walls (ext) P -10 I Below grade walls (otter) R -11 'Roofs over attics R•30 ) All other roofs R•21 Floors over uncond sp. R -19 ! Slabs-on•grade R -10 IRadiantfloors R•10 "Opaque doors U-0 60 yes All • Masonry walls P -11 — 9 0 -Wall Criteria OK'I gtsulatlono ' no (below) yes Glazing Criteria Mete Glazing Vert. OH Area % U U SHGC 00-15% 090 1 45 1.00 t 15-20% 0 75 140 100 20-30% 060 130 0 65 30-40% 050 1 25 0 45 no Iyes 1994 Washin on State Nonresidential Ener• Cod ..om liance Form no' Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. <25% no 'Glazing? ' I Yes no Electric ' . Resistance no Heat Yes Prescriptive Path Allowed Component Performance or Systems Analysis Required Area weighted HC: divide total of (HC x area) by Total Area (N 4 ) / O Electric Resistance: Space heating systems which use electric resistance elements as the pnmary heating system including baseboard, radiant. and forced air units where the total electric resistance heat capacity exceeds 1 0 MR of the gross conditioned floor area Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems • <20% • ••Glazing: - ' no yes no V • Masonry • All ' all Criteria OK? .-f —•, walls R•19 yes (below) no •msulabon? • 'no , � yes no •••q\azin9 . ? • yes no Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Area (sf) 1r HC x Area 'If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. t April, 1994 1 i Project Address / _ �� V Z't'�Z a /. 5 (An iA �� L � Date I I \ j Space Heat Type Electric resistance r old . All other For Building Department U Glazing Area as % gross exterior wall area 3 7 -7-% Concrete/Masonry Option Yes ? Notes If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors SHGC and Glazing % will be different than shown below Refer to Table 13 -1 for correct values Building Component List components by assembly ID 8 page # Proposed UA U- factor x Area IA) = UA (U x A) Target UA U- factor x Area IA1 = UA (U x A) 6utzel0 lepipaq U= 4 Plan ID U= Plan ID. U= Plan ID U= Plan ID U= Plan ID U= elan ID U= ' Plan ID. A '�La ' • O 51. -Z.. / 1 l? • 11 ' c.2.-2, ',34&7 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 (075 >20 -30% not allowed 0.60 >30 -40%. not allowed (0.5� (see Table 13-1 for Conc/Masonry values) Overhead Glazing U=i45PlanID U= Plan ID U= Plan ID' U= Plan ID' U= Plan ID U= Plan ID U= Plan ID rap, i 2 ` q c ' 1 f 1 11 6. �i (,id c Iq 1 -Je31.. co Glazing % Electric Resist. 0 -15% 0.80 >15 -20% 0.80 >20 -30% not allowed >30-40% not allowed (see Table 13 -1 for Conc/Masonry Other Heating 1.45 .40 1.30 1.25 values) Opaque Doors U= Plan ID: U= Plan ID: U= Plan ID f 1 1«'" t`i /p- • /• /n Electric Resist. Other Heating 0.60 0.60 Roofs Over R= Plan ID: R= Plan ID: R= Plan ID �� N /� r jA- Electric Resist. Other Heating 0.031 0.036 slooa 13410 R= 1,0 Plan ID R= Plan ID: R= Plan ID: f„,.)0 e- r+ • ' 07 40 �.,. -- t 43 T 8 (3 4'0 Electric Resist. Other Heating 0.034 0.050 . Opaque Walls' R =2f Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID' R= Plan ID: R= Plan ID' R= Plan ID' X2.0 1 I !7� - l 4 ?j 1 b• ' _ ( . W 1 _1 '' r/ 4 �� j / Electric Resist. Ordinary 0.062 Metal stud 0.11 Conc(int) 0.19 Conc(oth) 0.25 Other Heating 0.14 0.14 0.19 0.25 — � Below Grade Walls R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: i kVA N / P' N i Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.1 4 dg puooun ian0 s.100! R= Plan ID: R= Plan ID' R= Plan ID: R= Plan ID. A1' 1vr I "/A-- �� Electric Resist. Other Heating 0.029 0.056 aper6 - uo-gelg R= Plan ID: R= Plan ID' R= Plan ID: R= Plan ID: "" .-r•" ....,._ Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) For CMU walls, indicate core insulation material. For compliance: q Totals! ? ! ,r► of I G� Totals! toe? f Q I ' / S. 1994 Washln ton State Nonresidential Ener Code Com•liance Form • • Envelope UA Calcul 'ons Climate Zone ENV -UA '994 Wasring :or St are 'ror ' E ^ergy Cooe Compliance Forms April '994 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1 OG= 2: OG= 3' VG= 4. 5: 6: Vertical Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Vertical Glazing Plan ID Plan ID Plan ID Plan ID Plan ID Plan ID _ Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20-30% not allowed 0.65 >30 -40% not allowed' 0.45 (see Table 13-1 for Conc /Masonry values) 'Note Manufacturer's SC may be used in lieu of SHGC Totals For compliance. Totals' f Overhead Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing Plan ID Plan ID - Plan ID Plan ID Plan ID Plan ID Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13-1 for Conc/Masonry values) 'Note Manufacturer's SC may be used in lieu of SHGC Totals' For compliance: I Totals' f • • • Envelope SHGC Calc, ations Climate Zone 1 ENV -SHGC 1994 JVasi Slate Nonresweniat Energy Code Compirance corms Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 7 Roofs over Attics Other Roofs Walls) 1994 Washin to State Nonresidential Ener Code . •.m•liance Form 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls X Max Glazing Area (Table 13-1) o 8 lesser (circle) 7: ■ Proposed Opaque Area 4: 5: Proposed Opaque Area + 1 6: 100 18: 1: 2: Proposed VG Area 1 3: Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining 2: Target VG Area Proposed OG Area Target OG Area Total Ta get OG Area (sum #10 « #11) Maximum Target Glazing Area 7 lesser (circle) 8: 10: 11: 12: Target VG Area 1 9: 19. Target Opaque Area 13: 14: Target Opaque Area 115: Note. If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. April 1994 Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Target values 9, 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above. Project Info Project Address / €.4„ue d1/1. L L jj, C � Date / , /L ;) H/1 1k- r(, !. -e) I SA'1f7Y"' For Building Department Use 1'7 I Open Parking /Af .V.? t (, 1 Applicant Name. ,c-7 ` v. ✓ 4 Ij 1/G e , 5 Applicant Address j J /.,,) + �"L r .� � ' e-r-1 i o 1 1� b ` 7 Applicant Phone -4 ,r . r y ` '/ -.7 '') }/ vi0,) LA - c, tx, c, G A TU 0 - 7 ` I / Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in R' Allowed x Area H/1 1k- r(, !. -e) I SA'1f7Y"' S /1 1'7 I Open Parking /Af .V.? t 0.2 W /ft Outdoor Areas (-L i_:U&)O' 0.2 W /R2 Bldg. (by facade) 0.25 W /ft Bldg (by perm) }/ vi0,) LA - c, tx, c, G A TU 0 - 7 ` I / 7,5 W/If C ita L, . —/ cV Note for building exterior, choose either the facade area or the penmeter method, but not both) ( 7 Total Mowed Watts 720 •• From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts (71 57, Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed HA1 f3 Ste-•' -�i• � ' 2 3 . 2 Open Parking /Af .V.? t 0.2 W /ft Outdoor Areas (-L i_:U&)O' 0.2 W /R2 Bldg. (by facade) 0.25 W /ft Bldg (by perm) }/ vi0,) LA - c, tx, c, G A TU 0 - 7 ` I / 7,5 W/If C ita L, . —/ cV Note for building exterior, choose either the facade area or the penmeter method, but not both) ( 7 Total Mowed Watts 720 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Ii i; Location Descnption Allowed Watts per ft or per If Area in 11 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking % y\. \tih Kt 0.2 W/R I S Open Parking 0.2 W /ft Outdoor Areas 0.2 W /R2 Bldg. (by facade) 0.25 W /ft Bldg (by perm) }/ vi0,) LA - c, tx, c, G A TU 0 - 7 ` I / 7,5 W/If C ita L, . —/ cV Note for building exterior, choose either the facade area or the penmeter method, but not both) ( 7 Total Mowed Watts 720 Location Fixture Descnption Number of Fixtures Watts/ Fixture Watts Proposed G' V p) 2 I % y\. \tih Kt I S Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts K12, 2 1994 Washin ' n State NonreFidential Ener Co Come fiance Form Lighting Summary LTG -SUM '994'A asnmgton State Nonresidential Energy Coae Compliance Forms April 1994 Project Description ❑ New Building ❑ Addition p .A Iteration ( • Compliance Option Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans ) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Use' LPA' (Wife) Use' LPA' (Wif Painting, welding, carpentry. machine shops 2.3 Police and fire stations 1 2 - Barger shops, beauty shops 2 Atria (atnums) 1 Hotel banquet/conference /exhibition hall' 4 2 Assembly spaces ° , auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias. fast food establishments 1.5 Retail A 1 Factones, workshops, handling areas 1 5 Retail 8 Retail banking 1.5 Gas stations, auto repair shops 1 5 Locker and/or shower facilities 0.8 Institutions 1 5 Warehouses'', storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1 5 Parking garages s.. Set '°n isa' Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Comtmon Areas Only' Schools buildings, school classrooms, day care centers 1 35 Common area, comdors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) "' 1.2 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers Other Qualification Checklist Note. If occupancy type is 'Other" and fixture answer is checked. the number or fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified. do LPA Calculations Lighting Fixtures. ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1 Fixtures are fluorescent. non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps.are 5 -50 Watts, and 4 Ballasts are electronic ballasts t Lighting Summary (back) LTG -SUM 1994 Washin•to tate Nonresidential Ener• Code ; - -r1 lance Form 1 994 Washington State Nonresidential Energy•Code Compliance Forms Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 I In cases in wtlieh a use is not mentioned specifically. the ( 'nit Power Allowance shall be determined by the building official. This determination shall he based upon the most comparable use specified in the table. See Section 1512 for exempt areas. tt. For the tire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. y April The watts per square fool may be increased. by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3 Watts per square blot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. I•or all other spaces. such as seating and common areas, use the (.nit Light Power Allowance for assembly. 5 Watts per square foot ot'room may be increased by two percent per foot of ceiling height above nine feet. fi. Includes pump area under canopy. 7 In cases in which a lighting plan is submitted for only a portion o!'a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 1).80 watts per square foot shall be used for the common areas. which may include elevator space. lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 1994 For indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. Ill. For both Retail A and Retail 13. light for tree- standing display. building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminarics arc exempt. 4 Retail H allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. I I. Provided that a floor plan. indicating rack location and height. is submitted, the square footage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance, as the tloor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting Permit Ptak . y Checklist LTG -CHK +994 Wasnington State Energy Code Comobance orms • ., ADM 1994 • Project Address / t- 0-,14,1,-, (Date • 1 l , 7 Q / C1 1 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code (circle one) Section C omponent • Information Required . Location on Plans Budding Department . Notes al LIGHTIN .CONTR LS. Section 151 yes no n,a. 1513.1 Local control /access Schedule with type, indicate locations (JJt yes no n a. 1513.2 Area controls Maximum limit per switch 1513 3 Daylight zone control Schedule with type and features, indicate locations es no. n.a vertical glazing • Indicate vertical glazing on plans � L N/ A-. es, no n.a. overhead glazing Indicate overhead glazing on plans yes no ma. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes ' no n.a. (a) timer w/backup Indicate location yes no n.a. (b) photocell. • ' Indicate location • 1513.6 Inter. auto shut -off Indicate location • yes no n.a. 1513.6,1 (a) - occup. sensors • Schedule with type and locations yes no.. n.a. 1513.6.2 (b) auto. switches • Schedule with type and features (back -up, override capability);• .. Indicate size of zone on plans e5 L, tC� HTINGIRATTA E (Sections 1520 -22 or 1530 -32) es no Lighting Sum. Form Completed and attached. v • -, • ' Schedule with fixture types. ' A lj L lamps: ballasts. watts per fixture 4ttiie' ELEC RI MOTORS (Section 1511) "4__- yes no mat . jElec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm. efficiency .. 1994 Washington State Nonresidential Energy Code Compliance Form, f is circled for any question, provide explanation: 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Permit Plans :hecklist 1994 Washington State Energy Code Compliance Forms LTG -CHK April. 1991 Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit; to personnel•occupying or using the space. • Exceptions: The following lighting controls may be centralized in remote locations: . 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be .. • , .. controlled from a single switch or, automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent.A master control may be installed provided -the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. . Exceptions: 1. Industrial or manufacturing process areas, as may be required . • for production. 2. Areas less than five percent of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in . Chapter 12. both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut-off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a.combination of timer and photocell. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater.. than 25,000 ft and all school classrooms shall be equipped with separate .. automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor; time switch, or other device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be continuously illuminated: or illuminated in a manner requiring manual operation of the lighting. • Emergency lighting systems. . Switching for industrial or manufacturing process facilities as may be required for production. . 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area no more than 30 minutes after the area has been vacated. "1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types 'per week and incorporate an automatic holiday *shut -off feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program `+ . back -up capabiities which prevent the loss of program and time settings.. • for at least 10 hours, if power is interrupted. 'Automatic time switches shall incorporate an over -ride switching device which:.. a. is readily accessible; b. Is located so that a person using the device can see the lights ". ? ' or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. • allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5 percent of footprint for footprints over 100,000 ft whichever is greater. CASCADE 1 TESTING 11 February 3, 1999 Cert No. 9810 -33 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Gene Juarez Salon Southcenter Mall. Permit No:D98-03 t1k-e.„- Do#inis H. Stack President LAB TEL No.4258232203 CASCADE TESTING LABORATORY, INC. TESTING 6. INSPECTION / ENOINSCRS 1 co 16 N.E. 128TH PLACE KIRKLAND: (423) 923 -9TiW KIRKLAND. WASHINGTON 69034 FAX: (429) 823.2203 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports are enclosed with this letter. 1. Reinforced concrete cast in place for slab -on -grade 2. Structural steel inspection for welding and structural steel bolting on two new beams All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 02 -03 -99 and is number 098462. Respectfully, CASC E TESTING LABORATORY, INC. )4,1 Enclosures: Field & Cylinder Reports Feb 3,99 13 :26 No.005 P.02 ,r--s SEATTLE: (205) 525.e /LA.5 EVERETT: (425) 259.0917 12-11 -1998 4:09PM. FROM WILCOX CONST INC 206 243 7680 15311H 21b► a3a31Si93a NOZ N�HSV dO 3IYls )4 I)(3S IH 39x039 SS99 OW3W GN3 '.zo Iv • 'oIZBo uonDas Uopeograads Jed sa6en6 pus rats plus qd 'salon 6ulgwnld pus mimeses ..6unq unt.6tigioddris suolkllsd u16u!>he4 'Aw 'ius Jo p000!Ild •1'd ap!*d. :wewo3sis 6u1a0110l . 041 Om sluawn3Op !OP ate! 9 •J.QW$AON ay1 ul painusgnc uaaq soli IOU S' • el° N two 'ON sums zaunt woo 1104 aluuo8 uo!;arulsuo0 Xo?IM wa Mot :00 dulgwnld puv mums* jol 8upImp6 :au 966 L'91. JSQwookl :sle0 1oalu3iv *piles gime :woi *pain 1O AI!3 Jopedsul 6uIW0n9 :01 mumenos.'eds lira uowe zwQnr au. wfGNV OIM w S1�a „J :14” YI3 P. 3 191U DOt L110 Pip 9021 iu /k6 YAt 0 10 4 1 ib1N 'A MS N All 116 N iii) Szr&, 020 5 . 3 a11r, PA 9010 1 2116 634 0177 F206 631 0167 V 'd 13ELKIRK ARC (I �`eCTS MEMORANDUM Gene Juarez Salon and Spa, Soulhcanter To: Building Inspector City of Tukwila From: George Selkirk, Architect Date: December 10,1998 Re: Wall insulation exposed to plenums CC: Jeff Ekstrom Wilcox Construction Bonnie Hill Gene Juarez Salons It Is acceptable to °cap off' the wall sound insulation with plenum rated duct liner to seal the top of the stud cavity. END MEMO - c is 09(P 089L En 90i; ONI ,LSNOO X001 IM W02id Wd60 9 866l-- 1F dNJfrh /Veil.! Sewd•. w4 Miro T 206 6J1 0177 x•'2066110167 'd w9: MEMORANDUM Gene Juarez Salon end Spa, Southoen er To: Building inspectoi City of Tukwila • From; George Selkirk, Architect Date; December 16.1998 Re: Curved gypsum board ceiling suspension system CC: Jeff Ekstrom Wilcox Construction Bonnie Mill Gene Juarez Salons According to ASTM standard C 764 Installation of Steel Framing Members to Receive Screw- Attached Gypsum Boar as referenced In specification sect ion 09210, it is acceptable to substitute Merced channel struts in lieu of hanger wire. Hanger wirs is the minimum standard system, therefore that is the suspension system indicated in the details 1/A304 and 2/A304. END MEMO osoo 089L S'GZ 90Z ONI 1SNOO XOO1IM WObd Wd60; V 866 -1 l —Z l' ' Dear Mr. Griffin: Mr. Duane Griffin, Building Official City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Very truly yours, S. Michael Coe Vice President JUAREZ SALONS As the applicant for the Gene Juarez Salons permit, I understand that any work done under this permit will be done at our own risk. I further understand that final approval will not be given until Southcenter Mall obtains a building permit and completes the work to mitigate exiting issues from this and other adjoining tenant spaces. Corporate Office: • 1661 Eut 0Iivd way • Scathe, wesninptor • 98102 206/323.7773 • FAX 206/3291739 October 11, 1998 Mr.George Selkirk Selkirk Architects 118 North 35th Street, #205 Seattle, Washington 98103 Dear Mr. Selkirk: City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0316 Gene Juarez Salon & Spa 1070 Southcenter Mall This letter is to inform you of corrections that must be addressed before your application for 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 Buildind Division. At this time the Public Works Department, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. 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 accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0316 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 DATE: October 8, 1998 PROJECT NAME: Gene Juarez Salon & Spa PLAN CHECK NO: D98 -0316 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670 if you have questions regarding the following comments. 1. The calculated occupant load of this tenant space indicates that at least two means of egress must be made available to the occupants of this tenant space. A means of egress (by code definition) is composed of an exit access, the exit, and the exit discharge. Each of the means of egress components must show compliance with the requirements of UBC Chapter 10. The following comments refer to a review of each of the components: EXIT ACCESS: The proposed space plan requires access to exits through adjoining rooms, in all cases. Rooms with a cumulative occupant load of less than 10 may access exits through more than one intervening room. At the point where the cumulative occupant load of 10 is reached (in travel through adjoining rooms) the occupant shall not travel through more than one additional room to arrive at an exterior exit door, exit enclosure, exit passageway, or a horizontal exit. Rooms 113, 121, 122, 201, 210 are rooms that do not meet this exit access requirement. Corridors serving as a portion of an exit access in a means of egress system shall have walls and ceilings constructed of materials approved for one hour fire resistive construction. Since this cannot be considered office space there are no exceptions to this requirement. Those areas designated as hallways must comply with all requirements of UBC 1004.3.4 through 1004.3.4.4. EXIT DISCHARGE: The exit discharge that begins at door 292A includes the existing corridor along the North side of the tenant space and the exit passageway which is labeled "Existing Courtyard" on the plan. Since there is a roof over the subject area and this serves as the exit discharge for the Gene Juarez space and several other tenant spaces it must comply with the current code requirements for an exit passageway in order to be considered as a legal means of egress component for the Gene Juarez tenant space. If the exit passageway cannot be made to comply with the code requirements then an alternate second means of egress must be developed for the Gene Juarez tenant space. Note: The following references: UBC Section 1005.3.4.1, UFC Article 12 Section 1203, Section 1103.3.2.3, Section 1103.3.2.6 and Section 3504.3. apply to the existing exit passageway. End / Initial review. TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS SEP -14 -98 MON 03:45 PM PSM, INC ETI'iRSON .... TREHLE i i ARTINSON, INC. CONSULTING ENGINEERS September 14, 1998 George Selkirk Selkirk Architects 118 N 35th St Ste 301 Seattle, WA 98103 RE: Gene Juarez Salon at SouthCenter Mall Dear George; The planned renovation of the old Fabriciand space to be made into a beauty salon and spa will require extensive addition of underfloor plumbing. In order to gain access to the space below the floor slab it will be necessary to cut openings through the existing slab. These holes are to be located so as to cause minimal distress to the slab and shall be restored to their present load carrying capacity, as detailed on the attached drawings. It is noted that in its present condition the floor slab is not level and sags approximately two (2) inches between the pile supports. The ground below the slab, on which the slab was cast, has settled away from and is no longer in contact with the bottom of the slab. Most likely, the slab has been in this position for many years. It is relatively common for floor slabs of this type of construction to sag over time due to creep and to loss of support. The slab, in my opinion, still maintains its structural integrity and load carrying capacity for which it was designed and is sufficient to support the loads of a new leveling surface plus the weight of new partitions and other salon apparatus. Further settlement of the slab is not anticipated and repair after installation of plumbing will provide adequate structural capacity for return to a retail facility should the need arise in the future. Should you have a s C. Peter '• , P. ., S.E. P121aoso peig.oko er questions regarding this matter, please feel free to call. 820 JOHN STREET PSM7WOLFF.NET.COM SEATTLE WASHINGTON 98109.5129 FAX NO. 2066220422 P.01/01 An,GS C. I ' l TaMSON Sr1.vt:N C. S•ra,+.n,.v. RONALD E. MA KT,NtON • RECEIVED CITY OFTLJK M PHONE 206 2- MO 1998 Fax 206-€22-0422 ENTER r c DEPARTMENTS: Building Division Public Works Routed by Staff REVIEWERS INITIALS: \PR•ROUTE.D 6/98 REVIEWERS INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D98 -0316 DATE: 10 -22 -98 PROJECT NAME: GENE JUAREZ SALON AND SPA Original Plan Submittal Response to Correction Letter # 1. Response to Incomplete. Letter Revision # :. After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Complete ✓ Incomplete Comments: 6 ComitAlbt45 CyG I/kee TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWERS INITIALS: :� -: %' w i ❑ (if routed by staff, make copy to master file and enter into Sierra) Thurs) DUE DATE: 10 - 27 - 98 C c� Not Applicable ❑ vrAt ccl ova Q ioo �. ttT talk b'lVn1KSe C0 G1 Co No further Review Required ❑ DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 11 - 24 - 98 Not Approved (attach comments) DATE: 10 DUE DATE: CORRECTION DETERMINATION: Approved _ Approved with Conditions Not Approved (attach comments) ❑ Rs13 DATE: O, K L tL V114Cc "Fr-A-0 "ReLAR t) A4 - t c e ,(‘ ACTIVITY NUMBER: D98 -0316 PROJECT NAME: GENE JUAREZ SALON AND SPA DATE: 12 -18 -98 - 't: Original Plan Submittal Response to Correction Letter # A')( Revision # j After Permit Is Issued Response to Incomplete Letter Build' Division r t -5/011 Pu lic Works ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Comments. TUES /THURS ROUTING: \PR.ROUTE,DOC 6/98 F*twf Cc4 cfri PLAN REVIEW /ROUTI G SLIP Fire Prevention Structural Incomplete Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division ❑ Perm it DUE DATE: 12 -22 -98 Not Applicable ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 - 19 - 99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: PROJECT NAME: Original Plan Submittal, Response to Correction Letter # D98 -0316 DATE: 10 -22 -98 GENE JUAREZ'SALON AND SPA Response to Incomplete Letter Revision # . After Permit-Is Issued DEPARTMENTS: I ing Div i n t DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 -27 -98 Complete Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: \PR•ROUTE.DOC W98 evefti. PLA�REVIEW /T SLIP Fi e PY eve tion , � 6 Structura PlanningDivision Permit Coordinator Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -24 -98 Approved ❑ Approved with Conditions El Not Approved (attach comments) El REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ri REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98 -0316 PROJECT NAME: GENE JUAREZ SALON AND SPA XX Original Plan Submittal Response to Correction Letter # DATE: 9 -15 -98 Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Complete \PR•ROUTE.DOC 6/98 PLA "N��EWIR TUES /THURS ROUTING: Please Route Fire P vention tructural h DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete Comments: Routed by Staff ❑ (if routed by staff, make-copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions E Coe*oc (p4e4'l REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ SLIP Planing g Division Permit Coordinator DUE DATE: G I 19"1/ Not Applicable ❑ No further Review Required REVIEWERS INITIALS: DATE: DUE DATE: /0"1 Not Approved (attach comments) ❑ (011-cii)- KaP DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: REVISION SUBMITTAL DATE: f? PLAN CHECK/PERMIT NUMBER: DO D 3l. PROJECT NAME: PROJECT ADDRESS: CONTACT PERSON: REVISION SUMMARY: o 0071 - EGI'71J1A1 S , /ke- ��zu2 6j' C�1'lililGGLy✓/�T / -77P w/,o w f vNJ /f- 7A)/ cf 43 ()L SHEET NUMBER(S) A7-0( 4 .30 4t "Cloud" or highlight all areas of rev and date revisions. y ROP T C IT lLA DEC 18 1998 PERMIT CENTER SUBMITTED TO: CITY USE ONLY CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 S'A-toi,y (fir i- %f k- cSr PHONE: 7d b - 6 3 6 3/19/96 BE"JSO O.� CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, .Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: /0- 'I Z it PLAN CHECK/PERMIT NUMBER: Ch 8-0310 PROJECT NAME: etene iuct(ez 5&or Sps c__? PROJECT ADDRESS: r • Asa t I , ' I CONTACT PERSON: 6'Rke PHONE: 20(0 - 4034 - of 77 REVISION SUMMARY: ft-A7 1 LSL OIJS pt --rte pL 6 6 , 4444%m to-43 e l ( t r A - 11; 65 < t z - E - V 1 $ l O N S P D $ - t 4 S l 13 I tI /ol kNn 1,10 1,4 P,' - EtJ �R lu6lnln Dl' `o �r"1 proe Pn°N15-11 icrb . 6 b 1 SGT' Mc I SSOE 1 J S U N le656WC141 IN roe t i t , m , c s m o t / p ) T- W ITh- f , St rnbCri o opt - i4i7115tle.. r'e -OK4 tztutitAn (Z )j . A 1V3 /(203 W'fr2Os SHEET NUMBER(S) t � Z vl k l O I 00t,h3D' 0 k4AI "Cloud" or highlight all areas revi and date revisions. RECEIVED OITY OF TUKWILA OCT 22 1998 SUBMITTED TO: PERMIT CENTER CITY USE ONLY Bldg. Planning Fire Public ;Works 3/19/96 Fire Department Review Control #D98-0316 (512) Re: Gene Juarez Salon and Spa - 1070 Southcenter Mall Dear Sir: City of Tukwila Fire Department September 23, 1998 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 , feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fav (206) 5754439 (1. City of Tukwila Fire Department Page number 2 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Thomas P. Keefe, Fire Chief Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 C City of Tukwila Fire Department Page number 3 Thomas P. Keefe, Fire Chief exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) Exit doors serving exit enclosures and exit passageways shall be maintained self- closing or shall be automatic 'closing by actuation of a smoke detector. All hold open devices shall be listed for the intended purpose and shall close or release the fire assembly to the closed position in the event of a power failure. (UBC 1005.3.3.5, 1005.3.4.4) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 4 Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Thomas P. Keefe, Fire Chief All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual,, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 5 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) S75 4404 o : Fax; (206) 5754439 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED ' AS PROVIDED BY. LAW AS CONST CONT GENERAL REGISTRATI .. CC ;' *1 COC 94Q0'12/01/1998 EFFECTIVE�'DAT /1881 WILCOX CONSTRUCTION INC 123 4TH AVE EDMONDS WA 98020 GENE JUAREZ Salon and Spa SOUTHCENTER PRICING SET NO. 1 OCTOBER 16, 1998 SELKIRK ARCHITECTS JUDY DAVISON INTERIOR DESIGN 118 North 35th Street Suite 205 Seattle, Washington 98103 Tel: 206-634 -0177 Fax: 206- 634 -0167 1155 19th Avenue East Seattle, Washington. 98112 Tel-. 206 -323 -3354 Fax: 206 - 328 -1829 WOMAN ONOTIMEI �o G gD oNS OF A ? Dta.L. "lF w"Ola k - 4 2' I lJ CY-r-dP&CY 1P IllS 3pgc tS 5O$SFLT TO TOE EXIT 155O'G AI i IFE MALL COVER 1 LADInOb APAA r REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT UILDNG DIVISION. APPROVAL OF WILL REQUIRE a NSW KAN s ME 'i MO N M INCLUDE .00,0.1. KAN n PE "T 'r - ' MOCHAN AL S• PLUMG;NG =AL GAS P;PS';" CPTY OELECTF TUK\ "'A BUILDING' Dt Pem t* No. PILE COPY arnissiond c-, not authorize the NW ticn I : ::_y code or mamma Mmtpt of c_. .,L_ctef5 cop./ of app ^ Allkd r lEOM Y OF TONWILA PNN00VED NOV 4 1998 nd NUI CU B JIBING O 9 I)IL1WiN(: SUBMISSION 14 REVIEW CHECKLIST. .` TENANT'S SUBMISSION CHECKLIST TENANTS drawing submission must include four (4) sets of black fee (preferably) or We lore printr, PRELIMINARY CONCEPT: WORKING DRAWINGS: ❑ Storefront Elevation (with sign) Working Drawings must be ❑ Storefront Section(s) submitted in the following order. U Details at Neutral Pier(s) ❑ LANDLORD'S TTG -01 Sheet ❑ Details at LANDLORD'S Soffit ❑ Architectural ❑ Floor Plan ❑ Electrical ❑ Reflected Ceiling Plan ❑ LANDLORD'S TIE Sheer( ❑ Interior Elevations ❑ Plumbing ❑ Longitudinal Section ❑ HVAC U Material sample Board ❑ LANDLORD'S TTM Sheet(s) ❑ Photo of Similar store ❑ (other drawings) LANDLORD'S REVIEW CHECKLIST APPROVED APPROVED REVISE DRAWING FOR CONSTRUCTION (INCLUDE WITH RESUBMIT RESUBMISSION) PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC NO ITTS: RESUBMISSION& TENANT shall resubnitctawings within ten (IO)days.Alres bmisslo sshalbeCOMPLETEsetsorth f o u r (4) sets of Mack lie (prefaraay) or blue line prints. SIGN This revewdues notinclude final approval of TENANFSsign. Nor to fabrication &installation of TENANTS ego, TENANTS sign fabricator (sign company) shall subm(tthree(3) sew of shop drawings toLANOLORD for approval. CNANGESOnce approved byLANDLORD,no changes shall be made in TENANTS Drawings exceptupon User RIM written consent of the LANDLORD. AS- GUILTS: Within thirty (30) days after the opening of the Premises. TENANT shall submita complete set of as-built drawkugs to LANDLORD. BUILDING PERMIT INFORMATION In order to obtain a building Permit (nom the City of Seattle, the following procedure will he required: Ap plications for building permits are submitted to the Senor of Community iOe,dcgment. Upon receipt. plans are routed to the City's plan checker and if appropriate to the e Department Planning Division. and F ublic Works Depart - ;;nt. the following documents are required: 1. A completed building permit application form. 2 Two (2) copes of working drawings. to include. but not limited to. the Following: Site plan h Overall building plan o Floor plan of TENANT space d Constriction details 3 Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188,Tel: 206/431.3670 ■ MOD N RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to See81e -Keg County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296-4787 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or Tong County Food Code. Fora copy of the FoodCodo contact your District Office. SPRINKLER DRWG. REQUIRiiMENT Peer to the fabrication of TENANTS sprinkler system. TENANT', sprinkler contractor shall submit seven (7) Hue line prints of shop drawings to the following for approval: Factory Mutual District Office The Transcoastal Skyline Tower, Suite 700 10900 NE 4th Street Bellevue, WA 98004,Tel: 206/454 -3931 Upon approval TENANT shall forward four (4) sets of black lot (preferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Coordinator for LANDLORDS approval and records as required In Exhibit C. UEILLIV COMPANIES be SERVICES Contact the following utility company representatives for Information concerning local installation requirements, application for seMce. billing procedures. etc.: Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455-5120 ■. 1 :AS SERA ICI Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464-1999 Installation: Tel: 800/999-4964 • "111151I0NF SF: RVIf.L U.S. West Communication P.O. Box 12480 Seattle, WA 98191.0001, Tel: 206/346.8500 ■ IVATERSERW City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188,Tel: 206/433-1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORDS approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 206/464-0441 EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577.0585 • Si RUT TRAL II 0012 1 \fi \Cf:R ABJK Engineering 220 West Harrison Seattle, WA, Tel: 206/285-1185 • SPRINFil.it (ON 1 R'.( IOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012,Tel: 481 -7669 p11ECONSTRUCTION MEEiiNG A minimum of five (5) days prier to starting construction. the CONTRACTOR shad contact the SHOPPING CENTER OFFICE to arrange a PreoonstnocUon Meeting. Attendees should include at least the GENERAL CONTRACTOR Superintendent and mayor Sub- contractors to be used in the construction At the Recostnxticn Meeting the GENERAL CONTRACTOR shall provide the Wowing- ❑ Bolding Perr it A co o f each of the Local and State Building permits ❑ Workers Compensation Certificate. ❑ Insurance Certificate - - The Certificate of Insurance should be in the minimum amount of $2000.000 in the aggregate. $1.000.000 each occurrence and should reflect the following as' Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC ❑ Performance. Labor and Material bond as required. ❑ Sub - contractors List - setting forth the name. address and telephone numbers of Tenants General Contractor and Sub- contractors. • ((INSTIIU( I ION TIE ('1151 I TheCONTRACTORwamrequied to provide a $1500company check. certified dvdeornlaleyorderpayable to: Southcenter Joint Venture Please have your Federal La number ready and available. . The deposit or any portion thereof may be tippl by the LANDLORD as a reimbursement for materials Issued to or services perfumed dnxtly for the CONTRACTOR including LANIRORDs correction of punch list items not corrected by the CONTRACTOR (see mew).The DEPOSITOR agrees such depositorajpartion thereof without prejudice to any other remedy which LANDLORD may have.may be applied as a reim- bursement to the LANDLORO for materials issued to and /or far services performed directly for TENANTS CONTRACTOR (which services may Include the correction of punch list items and/or for the repair/replacementof property damaged by TENANTS CONTRACTOR). The depositor any then remaining balance thereof (less a l.5% administration fee) will be returned to the DEPOSITOR without interest. within thirty (30)days after thecornpletion of TENANT'S construction obligations as required in the LEASE ON -SITE DOCUMENTATION The CONTRACTOR will keep the folowng documents on -site during construction: ❑ Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORDS approval comments Into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. ❑ A compete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORDS stamp of approval. ❑ A copy of the Letter of Authorization for Access (issued bymal representative atffu- castmcual Meeting) ❑ LANDLORDS Construction Manual Issued to CONTRACTOR at the Reconstruction Meeting. CONSIRUCIION REQUIREMENTS The following Rules govern construction on LANDLORDS property. All references to - CONTRACTOR shall meal the GENERAL CONTRACTORor the TENANT If acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center. if appropriate. • ASIIIS1(1S II k 11111ALS - In the sentTENANrS construction encounters ajasbestos containing materials (ACM). TENANT shall Immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORDS Representative at the Shopping Center to resuirn ho.veeprecee4 Thu lrstaiaeon of arymatenals that contain asbestos K strictly prolrbited. D%-0316 • S51111NL (051111 IONS It sha'l be TENANTS responsblfty to veriyat existing construction and equpuent and sutjxt to LANDLORDS nntten approval to pygrode or replace same to co npty with tie more strirgen t of 1) gommg brderg caries. 2) tie Fed end Occupation W 5afetya , d Health Act(05HA) and regrlatiors preRAgated thereunder. 3) al laws. adiurcee and peg, W tors of applicable State.aty and local health departments and utility companies. 4) the requirements of LANDLORDS fro and cas` ltyirESeror5) the provisions of the lease.Ag costs shag be at TENANT'S expense. • l'R1111:1:1 ION (II I'RI II'IR 1 V The CONTRACTOR shat be responsible for protecfing the LANDLORD'S and aryother party's property from damage. Use of fuel operated engines inside the Mall aid /or space vts rot be permitted - • I1RI. 1.51 lNf,CISTII:RS The CONTRACTOR shall provide adequate fire exthvposhers within the premises. tagged for date of inspection, while under construction ■ SITE Al T INS 1i PARKING Specific areas will be designated byte LANDLORD Imparting. The CONTRACTOR shell be respmsbe to ensure that all construction employees working In the premises use thedesg- nated pa rkmg areas. There nAl be ne crostruct1on tralers alloyed on the property Parking w8 notbe paMttedm any of the driveways, fire lanes and truck docks for temporary loading and ulbadng.asapprwedbytttLANDLORD • DEI.IVFIty IIl MM: ILRTAlS The CONTRACTOR steal be responsible tocoadi hate all material deliveries to the premises. whether for construction fix W ring or merchandising Al detveries shall be made through the rear door of the premises either via the adjacent service corridor or truck dock area Contact the LANDLORD prior to the delivery of material and equipment which are Leo large to enter through the rear door of the Premises. Any such items are to be delivered during NON - Shopping Center hours. P0reae therels no rear door toavvennapace.aldetvaies. trash re o✓al, etc. must be coordoated behae wafter Mal operating hours. accordkg to LANDLORDS drectlon. NO exceptions. • WORK ARIT,A fi SI(lRAGC The CONTRACTORS work area ova be restricted to the Tenant's leased premises. servleeand fire corridors and truck docks shall be keptdearof al materials.equipment. debris and trash atall Gores. • NI LWtl 1 N AITIII HOURS IS 11RK The CONTRACTOR must receive the par permission of the LANDLORD for work afternomal working hours. • LANDLORD INSPT(11ONS The Tenants carstructcnwmtrwebeitservedpenocalyby the LANDLORD eovedythat the workln being consVuctedas set forth In the Te an is Lease. Tenan t Manual. Typical Tenant Drawings. Landlord approved TenantvnWngnard LANDLORDS Construction Manual • SA1 The CONTRACTOR steal be responsible to ensure that all work is performed In accordance with OSHA standards. The LAND- LORD may. nitlnsrtanyiaWtytherefe-e. seop work that is in vitiation of OSHA standards*. which may. in the Landlord's opinion, cause s joyorharm to persasor property. CONTRACTOR mustcbtane writteg from the Mall office prior to ay'ho t• hvak (et wddrg. soldering. torch -work. etc.). It shal m the duty and responstli ty of the CONTRACTOR performing any cutting or welding to comply with the safety provisions of the National Fire Protection Association's National Rretedes pertaki ng tosuoh work and theCONTRAC- TORshall be responsible for al damages resulting from a failure to so comply. Temporary electric power mil be made accessible forthose Tenants where permanent power Isrotyet available. Where permanent power is available. it Is the responsibility of the CONTRACTOR teprovide thenecenseyegdpment to supply the electrical power needed for construction. Pemanentpovrershoulmaxatalredassoon as possible. Contact the LANDLORD for coordna5onof temporary water service • U 111,11 V (. iIANCFIfVIT1 CONTRACTOR shall be responsible for changeover of utilities to CONTRACTORand/or TENANT Account as soon as possible. • IHfPUHARV 1 OI L I It mil be the responsialtyof theCONTRACTORTe adequate tolet fawttes for alenployees the premises. The slvppr4 center twetfaee eswinot be avaaake for contractors use unless specifically authalvnd by the LANDLORD The location for a terrrporay pr take type the t fealty must be approved I y tie LANDLORD pia tots placement. • 1 ENI'ORARY 11:1 HRH ..1OE Ria rtobegmbngaryrnnstn tbttheC(ITRACTORSIo 0 te pa ybarrftade is 1st Ted at the Starefront(see CAiggee yarns Manager for ba ntadeda,mgsartIdetals)Wnoea barn.' dehasbeel erected by LANDlOR000hg pre-formed pands th tANRORD steal extend t e:barricade past the ease tie to accommo- date the statfrmt work. The barricade slal not beeaw-ded unta staehant work actualybegis .shS nacra..mably obstnt mar t alfe.and shall rotbe more [Ian fumrfeet (4) past the sterefrent l ease b,e Al barricades shall te extended or castmcted doing I non-operating hues of the shoppeg caner. Nobanicazes shal be removed o tfiseneneedwitlort express written casentofthe LANDI.ORD.Ajbarncaderenoed wirleut prier consent wet be reconstructed by the LANDLORD et the WlOIRACTORSapeimx ■ t AINSI RT.( :I ION Slt,N %1:E The CONTRACIORSnotalwmvd toprstaycanpajnamea sign en the tempaay barricade. The CONTRACTORShall post all slgnageas bed ly meei representative forp,lecsafeyorgee alwamwt} • BELOW CRAM. COISI RC :TIDA Prior *beginning aybelowgradecastntmnaduMeslab coniredspacestheContractormust ❑ Prior to Locating floor Penetrations. Tenant's Contractornmstseare LANDLORD'S Structural floor eegteeersapproval. see address this sheet ❑ Meet hazardous confined space requbentente. ❑ Inform LANDLORD of the work to be undertaken and receive approval of sane. O Submit ALL construction materials proposed for under slab installation to LANDLORDS representative forapprovai. Once the approvals have been received and wider slab can- structlon comperes theCONfRACTORmstphoto,gaph the installation in detaO. both in progress and once corn- plated. and submit copies of all photographs toLAf4X.4R0 Any 0dow Grade construction mistbe inspected bytANO- LORDpnortobakfa'ng. • CONCRPIT Concrete ntstbesawsut orome-draed (nojack- hawner:gor breaking of canaete 5 pen otted) SecurerstructuraHbormgkmia nmg all floorwat Priorapprwal mstmobtailed fn. LANDLORD prior topm' etratingajstructualorstructu Ayre'dauduncrete. i SPRAY I SISIP11. Spraying of finishes orpah2mstorfybedore'Mal WAG and adjacent Tenant HMG systemsarc ttdown protected to avoid Contamination. • IN I LNRL I'IIII\ Of L 1111111 The CONTRACTORmustreceivm thetAM)LORDSappw leastthree(3)daysp+atoa ytv.dfk.aantoutagservices tatmaytempomrfynta npT000hsmYataotilert rants ortheshopprgcenter. • NOISY (111'1I MA 11115 The LANDLORD has estabashed working hours Om the contractor may perfmn - nesf cast uctm(iesavartig. core drlling, - Hite type fastauagrs.etu)Camtacttme LANDLORD for restricted hws.IANRDRDresenesthaede right to request tatCONTRACTORresdmdleayattkloas deemed dsrupth e w restricted pars. • [RASH Iii. SION S1. h OL 111'11 I H1 Trash Removal- Al trash will mconfixdto the pre isesamd removed atthe end of each daybytheCONTRACTOR .Aj trash found in theservicecoridas .adgacmetmamuiw. and /or otherpulilcareasw8be rowed bytheLANDLORD and deducted from theCONTRACTORSdeposItabaed to the TENANT. The location of theCONIRACTOR9ebrftterMmettanird by the LANDLORD. LANDLORD'S dumpsters;r""scanpautas are not lobe used by CONTRACTOR • lr'RI \kl l Till S 1/01N TheCOFITRACttR SrT se* 7e l.AND,LY�5 pnaapporal at leant two (ZIahnr ere •esetrg todan theshopprg cEresrrine•system. rinshapirgcantospnrXerr rsTne we be felt drained o 90 systems wit he charged a'd aoa o tonal 1.4 5-. the CON - TRACfOR'rauesrc De for each tmeth FANJ0raJP5ut e°.esfum+;da'ncdrrslut down teracoorrmolatem a-d testingrectianmrts. • 1111111 l: I:L 11 11111. 51111101/ 118711 The CONTRACTORwill nctbealCwed wpe:et ate the roof or adjustormo rythe LANC.ORLS erring,. spsen. frrtares. uilpes.SA rltr&egrapn'9t rfas&teswisre.it LORDS neprms written notes -t ad wa m dere by the e Lal6(oRDS an`¢mal cmL`acto (or LAaa71DRTr5 de3<pee) at the CONRACTORS OPERA' INC WHILE. It1.511)DEI.ING In addition toarryp'tnr ratrmtw.taeframing mfesappfyto stares remaining epmdsag rarodl g. • PRL1.u111 RI 1 1105 141: 115r, For tomnremadirgopendrrgcasrnvSon The St ore Mara to &cuss p(a , skr uieremcdettr. espanof rereddardreracee safabJSsues_ • 11:1101111 ail. TheCONTP. ALmRwilbereigIedtosd :e4Selrcrostr.,craon in phases adpoRdeapasfegba ecadtrpier'i reera gwine thebarfndew&mpfacod. i 11.(0 1111 k Y. 11 H 1100 H1 1tIRK. TheCONTRACTOR nnstraxwcprdapereistoroitfe LANDLORD fereerkaftonornral.avtirogh. rs. In adrtkn,tfaStaz Ma,ageradtheOMIRACT Rmist prepare faradindkatewF¢G•caSeaa tgrOtncoa services nneded- TheL.MIOLORDeletber 6r de eewltyaf theCONIRALTOR5ortemiEtraiNTSproperey. ■ 1 In addition to theO.SlfAsafetystaMad wrtasced aslytrwetaeManagelradOONTRACTORrmsc observe thefakwek¢ ❑ flmuhle a wafture of a far foot (4) barricade arwd all construction areas. - O Apply plastic sheetierg from the barvade tap to tie retrgsoaston6inomdfstamdrelated damage to nercha x,cstomersadt* pubra droll areas. ❑Verify that a9awtitrao'stools.ladders ariloose construction stgples are aateftfeestomers ad spwTdoy. drddrm reach ❑ VmTydatayaaMai denting fg!lt&t res.rmdlals. eta are wel wf tt o the confines of the barricaded and plastic Sheeted meas. ❑ Verify that the store has dewnsrred its stock properlyso to remain open fort ar,6s oadst7 accommodate deg fire emte through both the pea and the front of the storm ❑ /Mere isaystwefrmtremadel gmp:ed. thin CONIRACTCYZiw1 be req ired barrfrade the above details. 01'0 \ING ill I RL111SliS ❑ CertaYatearOmQancat llseCCNTRAGTORsiral providetheLANOUND withacopy ofteOcagawyhammt ❑ Gerbifrd Team AF Balance Report ❑ Punch Usk Upmoue lawefmsOnatlorandiWORTOepeing .ter CONIRACTORshaare mttatteiANAMPcondcta& cbseratimasteowq eapmdristTeper*es ilmaowed toopenfortarainessenty atter theLANOOPyhasraeveda copioftinOcarpanoiPanttandthepunchistiternslunebeen satsfactortYCOo petM 1 -bI1\ RilA1.lIS 1. :1JIM ACI IS TheCONfRARORwabereg ardtosubnwtthefolowkg ftamsattteerdor the construction (fonsareavalable from the WaatORD ❑ M afTYtal notarized - Graeral Contractors Affidavit and Fial Wawerof Lim'. ❑ The orfgfnal signed and notarized 'Subcontractor's Affdaft and Waiver ofLien' foreach contractor. CONTACT INFORMATION I IN,1N "IBS A11(.111114 I fLt�tKK A -UVt rec-TS eoNrw�/'F CLab4RIWK °°ton li b N• 35 Sr. sully 7,05 SePnlTk Lail- 16 1o3 r 126- bad-01'1'I is-fo ?d-a4T WJ BN 6oJI'f8R1/J19 (1L6E if COW Hrd`R1 Otis - bbl ADDREsS SY. SffkrruE ISA 1 le TOL-`)bfrq cur 51.111. ON Al I F OYVJS J Southcenter Mall 633 Southcenter Seattle, WA 98188.2888 Tel: 206/246.0423 Fax: 206(244 -8607 11 5 1\ I ( 001(l/IN 110lt M ZIEl- Tel : 440/892. 738 7 The Richard E Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 441454122 Tel: 440/8714800 Fax:440/892-2308 THIS AREA FOR LANDLORD USE ONLY... NOTE: DRAWINGS WITH I IN THE LOWER PJGHTHAND CORNERARE APPROVED BY LANDLORD LANDLORDS approval of TENANTS Drawings in contingent upon TENANTS canpaance with LANDLORDS comments and shall not be construed so as to had LANDLORD liable for either the architectural aM engineering design of the Premises or the accuracy of the hfmnatkncontanedin TENANTS Drawingn .5hgAA arise betweena Reef TENANTS Drawings and the Lease, the applicable porflan(s)of the Lease shall mdetenNnative. LANDLORDS approval of TENANTS DrawhngswIl inno way alte:anedor waive the requirements orcriteria of the tease. a N k - 15 ID 1111141'1111111 , �o� gvPftO tIQV 41990 g, SLUNG DIVISIO SOUTHCENTI TYPICAL TENANT GUIDELINES TTG -01 4.12. UNiT NUMBER E94C- JO z 5 , FJa' THIS SHEET MUST BE1- INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES. HAVING JURISDICTION AND BIDDING CON- TRACTORS The Richard E. Jacobs Group REVISION DATE DRAWN Br: flArf SOLE: W SEDBY: oanummn WrE. c R ECEIVED m or Tuwwlu onxwion NOME, OCT `t % 1993 PERMIT CENTER SOUTHCENTEO MALL ABBREVIATIONS BUILDING CODE INFORMATION & And 4. Angle HORIZ. Horizon :a 6 at 1NSUL. Insulati, o Centerline MFR. Monufact,e Round MAX. Maximur, • Plate MECO'. Mechanize Square feet MIN Minimum ACOUST. Acoustical MISC. Misce:lcneeus ALUM. Aluminum N/A Not App APPROX. Approximate N'-I... Net .0 Contract ARCH. Architectural N. T.S. Not to Scale BLDG. Building NO. Number CLR Clear O.C. On Center CLG Ceiling P.LAM. Plastic Laminate COL. Column R= Radius CONC. Concrete RENE Reinforcing C.J. Control Joint REOD. Required CMU Conc. Masonry Unit P.O. Rough Opening CONY. Continuous SIM. Similar DEPT. Department SPEC. Specifications DIA. Diameter SO. Square DWG. Drawing S.S. Stoinlesss Steel EA. Each STD. Standard ELEC. Electrical STRUCT_ Structural EL. Elevation TEL Telephone EQ. Equal T &G Tongue and Groove EQUIP. Equipment TIP_ Typical FT. Feet UL Underwriters Lob. F.T. Fire Treated U.N.O. Unless Noted Otherwise F.E.C. Fire Extinguisher Cab. V.I.F. Verify in Field F.D. Floor Drain W.C. Water Closet FT Foot W/ With FTG. Footing W/0 Without GALV. Galvanized GYP. BD. Gypsum Wallboard HT. Height H.M. Hollow Metal SYMBOLS V I IitiliG�ilitil XREF9 SP -1, BR0R2234 PLOT DATE: 10/16/98 SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN BUILDING SECTION DIRECTION VIEWED DETAIL IDENTIFICATION SHEET WHERE SECTION IS DRAWN DIRECTION VIEWED INTERIOR ELEVATION SHEET WHERE SECTION IS DRAWN A REVISION NUMBER MATERIAL INDICATIONS WOOD BLK'G OR SHIM WOOD CONTINUOUS PLYWOOD 1 I 1 MDT. I))J -'2 FINISHED WOOD INSULATION BATT INSULATION RIGID FIRESAFING STEEL V /L/ CMU L, SHEET METAL 1 HOLLOW METAL ALUMINUM GYPSUM BOARD GLAZING ....�................�. CARPET I: •tu ACOUSTICAL CEILING PANEL ZONING TOTAL T.J. AREA BUILDING HEIGHT OCCUPANCY GROUP CONSTRUCTION TYPE FIRE PROTECTION APPLICABLE CODES 1997 Edition 1997 Edition 1997 Edition 1997 Edition Latest Edition 1997 1997 Latest Edition Latest Edition Uniform Building Code (UBC) Uniform Plumbing Code (UPC) Uniform Mechanical Code (UMC) Uniform Fire Code (UFC) National Fire Codes (NEC NFPA) Washington State Energy Code Chapter 13: Section1320— Prescriptive Building Envelope Option Table 13 -1: Building Envelope Requirements for Climate Zone 1 National Electric Code (NFPA 70) WAC 296 -46 Safety Standards NFPA 101 Life Safety Code Americans with Disabilities Act Washington State Regulations for Barrier Free Facilities or Design ( State Amendment replaces UBC Chapter 11 in its entirety). Washington Industrial Safety and Health Act Chap 296 -24 WAC, Chap 296 -155 WAC, Chap 296 -62 WAC Special Inspections Structural Steel Reinforcing Structural Welding Special Inspections by Otto Rosneuu PCB 8,975 SF 1 STORY B li—N AUTOMATIC SPRINKL -R SYSTEM PROVIDED Permits from other agencies Electrical Permits and Inspections Plumbing Permits and Inspections Public Pools/ Spas and food service facilities Fire Protection system Environmental Issues There are no sensitive area concerns associated with this project. Fire Department— Construction Information Automatic fire sprinklers, audible and visual devices, and o minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with NFDA #13, #72, and ADA requirements. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshall for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. Portable fire extinguishers will be required in finished buildings per NFPA #10. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Dept.'s. UBC CHAPTER 10 Adequate addressing is required. Fire Dept. will assign all new addresses. Number sizes will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. Designated Fire Lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. Special Fire Dept. permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting. etc. Signoge— Building Identification signs— Displays Individual businesses in a planned shopping center(mall) shall be limited to wall mounted signs. The total allowed signage for any building face shall be equal to 6% of the exposed building face area on which the signs are to be placed, up to a maximum of 500 square feet. Each business is permitteed a maximum of four signs with not more than one sign for any particular business allowed on any one exposed building face. No one sign shall contain more than 50% of the allowable sign area, unless approved as o type 2 decision. Applicants for sign permits will be required to document the area of the exposed building faceon which the sign is to be placed, total allowed sign area for that face, area of any existing signs, and area of the proposed sign. ALL SIGNAGE TO BE APPROVED BY THE LANDLORD. OCCUPANCY CALCULATION TOTAL T.I. AREA ALLOWABLE OCCUPANCY 30 SF / PERSON ACTUAL OCCUPANT LOAD REQUIRED EXITS REQUIRED EXIT WIDTH FIXTURE CALCULATION UBC CHAPTER 9 TOTAL GROUP B AREA TOTAL GROUP B OCCUPANCY 200 SF / PERSON MALE OCCUPANCY REQUIRED FIXTURES REQUIRED LAVATORIES FIXTURES PROVIDED LAVATORIES PROVIDED FEMALE OCCUPANCY REQUIRED FIXTURES REQUIRED LAVATORIES FIXTURES PROVIDED LAVATORIES PROVIDED 23 2 1 2 2 23 2 1 2 3 8,975 SF 299 160 +/— 2 32 INCHES PROJECT INFORMATION PROJECT LOCATION •G,JT -t l.-R MALL fP" — TENANT C-ENE j_,APEZ SALONS U SPAS WAY SEATTh.E. WA 98102 206 - 32.3 -77 3 ARCHITECT SEtJXIlPK ARCHITECTS 1T8 N. 35TH ST., >,1_. _ 205 SEMI'. WA 98103 206 -634 -0177 INTERIOR DESIGN JUDY DA1T'.SQ4A 1155 19TH AVE EAST SEATTLE, WA 98112 206- 323 -3354 9,875 SF 45.0 STRUCTURAL ENGINEERING PEIFAASON SRTRELi'9_E LIARTINSON, INC. 820 JOHN STR'TRT SEATTLE, WA 98109 206- 622 -4580 GENERAL CONTRACTOR WILCOX CONSTRUCTION INC. 123— 4TH AVE. NORTH, SUITE 1 SEATTLE, WA 98020 206- 774 -4185 ARCHITECTURAL CONSULTANT MARK VON WALTER ASSOCIATES 1916 PIKE PLACE LOFT 221 SEATrv2'E, WA 98101 253 - 728 -8807 TENANT PLAN N.T.S. LIST OF DRAWINGS ARCHITECTURAL A101 GENERAL NOTES AND SITE PLAN - -- KEY SITE PLAN A102 TECHNICAL SPECIFICATIONS A103 DOOR SCHEDULE /DETAILS A201 FLOOR CONSTRUCTION PLAN 0202 ENLARGED PLANS A203 ENLARGED PLANS: CUTTING AND TECHNICAL A204 ENLARGED PLANS; STAFF, DISPENSARY AND SPA A205 ENLARGED PLANS: RETAIL, SPA, MANICURE AND PEDICURE A211 FINISH PLAN A221 FIXTURE PLAN 00 A222 FURNITURE PLAN A231 REFLECTED CEILING CONSTRUCTION PLAN A232 VAULT PLAN A301 BUILDING SECTIONS A302 BUILDING SECTIONS * ELEVATIONS/ WALL SECTIONS A304 STRUCTURAL DETAILS 0401 NTERIOR ELEVATIONS * *A402 NTERIOR ELEVATIONS * *A403 NTERIOR ELEVATIONS **A404 NTERIOR ELEVATIONS **A405 NTERIOR ELEVATIONS **A406 NTERIOR ELEVATIONS **A501 NTERIOR DETAILS * *A502 NTERIOR DETAILS A601 FIXTURE DETAILS : TECHNICAL A602 FIXTURE DETAILS : CUTTING A603 FIXTURE DETAILS: MANICURE AND PEDICURE A604 FIXTURE DETAILS : SKIN CARE, MASSAGE, VICHY A605 FIXTURE DETAILS : MAKE UP A606 FIXTURE DETAILS : DISPENSARY, COLOR A607 FIXTURE DETAILS : STAFF, OFFICES **0608 FIXTURE DETAILS : CHECK IN, CHECK OUT * *A609 FIXTURE DETAILS : RETAIL * *A610 FIXTURE DETAILS VANITIES, CHANGING 00 A611 FIXTURE DETAILS : SPA GENERAL, LOCKERS 0 *0612 FIXTURE DETAILS : MISCELLANEOUS DENOTES DRAWING TO BE INCLUDED IN PRICING SET #2 ELECTRICAL El POWER /COMMUNICATIONS PLAN E2 LIGHTING PLAN MECHANICAL M101 HVAC LEGENDS AND SCHEDULES M201 HVAC FLOOR AND ROOF PLAN P101 PLUMBING LEGENDS AND SCHEDULES P201 PLUMBING WASTE AND VENT PLAN P202 PLUMBING DOMESTIC AND GAS PLAN JCPENNEY roru .oe S .ssr=. CtSV O1 9 ED P PPR NON 4 199 e 110M GONtSl0 "i GENE JUAREZ Salon and Spa Southcenter TUKWILA WASHINGTON SHEET TITLE GENERAL NOTES/ KEY PLAN PRICING SET NO. 1 OCTOBER 16, 1996 SELKIRK ARCHITECTS 116 North 35th Sheet Suite 205 Scales, weshinaton 98103 roc zoo.n34.nm Far 2086340187 JUDY DAVISON INTERIOR DESIGN 115519th Avenue East Seer., W.hington 98112 Td: 200.323.3354 .m206-328-1829 N REGISTERED ARCHITF GEOR E H. SELKIRK STATE OF WASHINGTON A101 PHASE DATE REVISIONS SHEET NO. city or OCT221993 PERMIT CENTER SECTION 03300 CAST -IN -PLACE CONCRETE A. $10 or pro visions of he bow 0.9 coda m , rifsetbt 6a and atm4s exact as ate see 1. A0 301 1 Sped0ptbn0 for Structural Concrete for B.8 04. 2. 3 M 1 311 4Recammended Practice for Concrete npecibn4. 4. AC 304 4Remn,ende2 Practice for Me®ub4 Mktg Troup 09 and 010309 Conepte4. B. Concrete: SWCturd Slab, ab -m -Grade, Banc CNUmn Wis 0 psi ee PP MYR C9. 2. Footings Curbs. S0e.0.. 3000 pel C. 1 dra VarriaMns from plumb at columns, 021..Le, 2100 not exceed 1/8 idea in one foot 1/4 PM N 2. i0alNt00. or ono Inch over the height from grade shall not eexc. +1/8 inch Pr 0oal. 11/4 b. In ten feet 3. n or Pas alai not wry more Pon + 1/15 *sh pr 0001 or 1/8 Mph n to fart Slob n e - , by v.. c pod. U a21dw mwbchrr� MP MP 010 port. dohs to 0 e texture and seal. Tres. flash dabs for watsrprootra dad sett erDeese! an Ettl Exterior Concrete Xemy .Wasted flash. Sark Isla Imge Boa 1Y. Other Concrete Maeda. p. Nan -Shrink (rout Ame pt eM Nu r eturs a�a Products Stmdrd Dry MI Pro,. Mora . Master b. m bane group wed structural Enter 153 may be used a .trip concealed 1eodons' only. c. t pock l . between . dlaMi hard s t - n-pbce m m.. (moot co m . mut P. tightly. wt fah. 2 Replete: PVC extrusions 0/Footles Tp* P or appro. aqua with Jnyl r.-n 103030 MP 3. Watered.. tantrum. PVC ribbed type 81 x 3/18 4 Myise 86-316 or .7190 by Oroµ Burke, n -Hydro or approved equal. A Dovetail Mab2r Sates MlvmMed 24 9 066 steel (except were 20 gage le noted) by Gateway or approved Cud. with 9.1. face an. M anemia. stb0fl. 5. g for Concrete gle Concrete Stairs Cast alm61m wM abr.. aw6atd02 surface 34 aide by a gostrolpy 84 Ian than treed Man G. Perform work employing enamel Bpeciazed In Pe foes.. hoes.. Mang end RPM. M H. each ordinate of concrete work he Work f06 5,0001 07192 UOEMA9 VAPOR RETARDER. SECTION 05120 STRUCTURAL STEEL 0. Codes and Stmdares. COMM MUe spas 810954 and 2. 4 050, ?Code ecfied. for he DMan, Fa2atbns and Erection M Structural 5s. for Playas 11040119 the Commentary, B. Rallea Shapes: AST4 A 35 or as noted en Ons.gs C. Belts ASM A325, r 0 noted co the Anchor D. Anch BOP ASTM A 307, or m as noted he Bangs E. FuMP mill .t reports on al matega Weber 9ualiBmtlon regu.rnente she be pr 16C SePon 2200. G. Shp paint M materials not baled in concrete. ACTION 05500 METAL FABRICARONS A Structural Design As part of he 000 of Pb Section. B. Meld falMNO Caa include Hems made fens Pon ond std aimed, plates, bars, stops, tubes, pipes and C .dm and Panda. Comply structured Conlyy PP th steel . of . 0iewfig ..anpede0 ebrerfisny dordsand 0000A001C 45.d0 fr ..52.971, 4 949, Man, me D :..f Sts. for Badnge% InduMg he Manmentary on . ASL SpstlllHen 2 �N 41peolOmBDesign one for. D of G d -Im Steel SM.. Members/. 3. WE ..aural Wel. Code - Sfetl4. D. Nmleh Marts and wMOri:g deride PM mud .. In concrete or masonry Ina mawy fr a Ia tan of mlecd.anss metal work Corm. dellve, 100 ohr work to mid debt'. E. Shp Assembly Preassemble item In shop to greatest extent ywsde to minimize Beal spicing and osse bly �ea ossern 00 nits onMO2 nem., for sipping me holding HnitaUw. Clearly mark units F. Fabricate for MBA A 36 ahp mime n, steel ems her appropriate mated. 921a6a M exted0 and at items n or G. h m blO n$ a he wale 0 09 0 0 0 ds n! B4O elrb.00*010 0 24 h 60000 141 a bcdlaneoue feel tan. 1. Overhead toilet parta. frame. 2 Ladder. and ships ladders 0040, one Steel eMa or retail corner gm. 6. Other mleoffiem030 slur t items en m ndlevlss) SECTION 06100 ROUGH CARPENTRY A. B. ( Lumber. 000 m0 Coast Region Douglas P.P. s Fir unless otherwise IndbOlea. Mere framing ond blocking 4C011 Treated i% epmed at compl.co, l lr stmt ono in1. matMdl Mhmt p,0 gl c. Yp Mmpy wHh Product weat her No o Prodae e101or fpm .hefe p .ape - ad t wnl 0. Permanently exposed d to hs soar at . canpstia. PrOdde fumed Poop. ;Tr A -Grade Pas ue ago- S a ee Sr Structural. Pres h s. DOMng - m O 0601 Drawl.. Drawl.. I. 00etive e Mod tact and exposed 1. Piers the in-ground 0 .01 exposed at completion, ,00. .OI. 010 AMPS LP-44 con ed at w In volatile petpetroleum W?Geffen? a approved ma. with plat stomp concealed at 2. Mara wet I nt0 0 mmae, p020e /MB LP -22 waterborne salt preeeaa.a (Chemenie gr Woman Process. 3. Mere embedded in rooMg, pmdde trwt02 plpu4IS as epeffMed 4. A er Apply two brush cools of sane preva0ve used in original treatment to mm or cot edges or p rfaaa of preservative treated lumber. as approve, SECTON 08400 ARCHITECTURAL WOODWORK A 1. .Ork I See scope e e * 2.070d in 210,09e. 0. C41^Ply Consct w Construct 101 standards esta6l.ed by MI Architectural Woodwork Oua110* Staub . and Wide Specification. for ?Prem.? Grade. 2 Plastla Laminate: Cmply 1h OPuSwlb lm Na ch 1D 34 by the National Manufacture. Association (NEPA) for he 6410.4$: a. Horizontal and Vert. Surbre NEM* Genera- PUrpoee Type nominal 0.050 Nor Pinkness. b. Odom and Galore and textures w11 be seal m selected fro Neon. 3. Casework: Conform t0 4M0111y Standee., Section 400. Caaen 0.710 0. 9102 Mr 00 400.1: m a. n 739 tO 000,059100. 2. Exposed Portions: Pb,U0 laminate Nish in Woe as selected 3. Semi - exposed Portions 000. re): Wass melamine. E. Case hardware Apply In he shop and 0«.005 before MNh2g. Relmlal hardware after Mal M11410 �oe.fl Trim 909* Except m ohxwles nap., RnM expoaea yy etc 10 P011M•a 004'05 2 P Pre B tyya 5/00 inch diamelx.. n. nominal al length. 838. 3. Hinges: Concealed to allowing 175 degrees of door e.g. Mm one hinge Or Zeal pelf - loing; Zen 1500/151 mees or 009. 4. Bawer . 500,0 15016. 0W 9 far 16 Insh lengh, full .1,0.10 bps Grant 555 or sham by 0144 1pe 0 1305, P.0. Spa. 1F -H -111. 5. 9401? 010100015 K d V 00000000,2. Olh 100 600401., 0004lme 0760. 8. Locke (0010 0730 492 dike, r as n P. Op Flnishin9: FaclOry fnieh Interior Premium 0000.2,2110.0(0101 Woodwork softly catalysed dear lacquer. C. TECHNICAL SPECIFICATIONS 1REFS: 04042234 PLOT DATE: 10/16/98 SECTION 03100 CONCRETE FORYWOM A Co. ono 50000.40 UM60 oPerwee shown r meshed, deelgv enrebw0, 01.60. motto., 000 Conaete aulum 0,0 101 .01 mage4 fr Omcl�tt t0, Caiv Fvmwat.101 tee Amenee1 B. Design Criterk: 1. Conform to AM 347. CM. 1, 4Detlgn9l Chapter 2. Mcostn .m ma Choate 3, PPM. d Formwork?. 2:001 C Malerrsyeoo0: Cann..+. to labia for form dealt, n APA Form v 315. T'd-'ang saewv� 1. Rot Caurete Surfaces Pm. at Completion: 3/4 in. PS 1, Tope 1 con01 km t. m grade 2. Qpnm Cenrete F . .Ok Fam s160 regales ?A? 5090116/1 r ai Mm by Bans or at0 D. boa 610. designed to • prevent form defec 0, and to 00000!0 ear6cr pm p moved to E at 3016.000. p0010. recessed precast 46,01000 form tie PPM. Corner _ eye 3/4 n . 190 Pam. a .Dab 0noom. .n 01 4$ or Summing Weight of Greets POm1 100ro Piero 109 at Ico1 14 days re 91001$ 00,0101.01 Osgn .bo' S, is area 2 ARr he e . rt e ngth r has 6ee 0b pace M 1 00? 5 4aya r mwe le 0000 nodhe0 Tor 00aenl 0f required • 6Prted Don four hex. G oar.. - - a. 4x0 net Omen SEC,. 03200 CONCRETE REINFORCEMENT 9. Comply forceme t Aso 0005 Gee 6o 00 as kr..10. . E . Pro ether r m Prated F. 001049 Electrode AS101 233 1 m l ETD SP. O. 000400001 Provide full-0400 engineering deportment d .9 oa P.. t 00 Pod in accord 000 AN Manual of Standard Practice. H. mane %0ordure4 mei.. 2b9 soppy %a, Certif.. of OuaiFimUm hen indepen 200. 0 firm misled by y Architect he Architect ct Pe ect a paid by e for 0.510.Utbn of 402100atiw 6,44 from naependent PPM .12. b0 ee by Be A,0170 mE pcid by Me Contractor. SECTION 07150 BITUMINOUS DAIWRJ"ING A Mess (0440..Proomg: Nomfbrea cold app. 00 a.., .EF time T Amp d. 0 04 bclure emean- Hamra. Cr r Givrila S �y to a� em 404 r co concrete .ter dU sea 141i roc. brick a moss Bea. Ora. At - 006 005 0Ctorts opt.. apply 0!1600 S1M- Ideated. . 901 . 0 .5 n aihoft de promote. 9 mote bl 6 or Mopeg 1. . rote M 1.0 4d Pe to oee a 0iform dry flan ro 000 t 1 60 1 pen 1/ n 18 M hide H mm� 4. moatk seA ? da4moofn9 mat. by trm mm ang the rb at a .09 per h. leY m A b produce Pas P01 15 oduce UM. dry m no bm. 0 1/16 MI 2 bay m a bda made concrete fwne0ttm mats 3. laminae at footi:4 m 000440meee by he manufacturer. CTOx 07192 UNDERAAB VAPOR RETARDER • Ameg. Manufacture. and Prod. R. Inst. under m interior dabs on male 0recon * by th framracssr. A CD Cong, Mb the requirements WC C Chapter th 900 00 53. P.a. the i ohoo of 1 69 a 0 M C BranY.et n,60 Pro4de Pere Intro. I. mmuf for swing pbt. M 911 or 830. as Indeed dr.. 2 Acceptable Manufacturer 014 rocket. Dora /Co n9g Fesespa 0 Mono Spread ...Bon Botts+ D. P.netes NulMbn Bela Grade T� A 10.o arstrength . 0% ° m ea n comply (0 2. A table Ymu?x� n F /P 00Ctc Bum ®m Yldmled x Stye. Bond 000/1fi1OOtfe. E Seim ....Mg) Mutation: USG 41M1amafl.. as tested for 3 - mar bonier b0aeon flan and mterior 15* 0 and. curtain lmum Planer.allsro . fr P3 e Mps old p � mb tkelim � F. lee4 101/2 Miscellaneous Mateflde 1. M 0 004 substrate Ass rm mmn B fa used by he ir001kn momchrr for Pe type of mM and Pao... Miir. Brand Pak-Cips4 may be d MB M.. om 2. Vapor banter where separate from P.P. SN.v.R 4Py0 -1000 6254. 0000N 07600 FLASHING AND SHEET METAL A The . Peen by the details am Mended to estab0dl bask am0Mam mopes old Pg.. PPP 1600 100000Mne. he Centroar .O be reepormW for Ps design M . AMMO one d sM1ese.910 me iM sh meemblee odd may mate M otear m02 .. M aW ad to fie Olds m ind elms. pro al0diianort of Co0000 ed design 0nmepl m slrMwl. B. Gallrbe0 5t. 24 gauge r as 00aeate4 use Mere hay epm02 1. Be0rmn 40110000 910ees.ed *5001 0100)0415 Mh AS001 A 525, MA400 coating d 010000. 2. Shop r u140 ime eft Rm 1.1.1.7 after 0 s oM doming reco mle0 by p 3. Prot. 01mgdl red 0 s. sheur M deed 10040,4 scan conditions faith foam 499 00220 930 NM In Cdr m MCC41 C I. 0 0 Peet 28 gouge ever 28 0049, ( 0 1 8 WO 0. 02mted. prod. annealed ./t Use 22 gauge I (0.031) for a Per 26 0 g P 0 (0A Piny, route Mod soft 0/. Speak. Intended •born flashing use. Eastern M -2 Bend. x epos. a crngetbn. Pop -apply Rustolem Rash System Mh Srfinetdl 108 act Under. 3202 (mpl0a oat aver 24 hare mat). *0d apply fabrm6 stmer Prier . D. P. D. Pfeifle cleats, roof comlr0 fl0 Mx e base flashing. g. 99 r0f po,eb0Bm Bashing. equipment 1 LP 9gba qua MVP. floPIn9 of ter trpdm pe through . throu roof and allwr E Comply .Ih the rr 7OehbO Odds of Nation. Roofing C.a.05, Amod0tiwt SECTION 07900 JOINT SEALERS A At exterior non-Mfflc-beeMg Jai. where one or both of }Pt band surfaces are Carom (mpu.y or concrete), rovide 705 -Gad tpe Moore rubber b=ed, acre -cot non-sag dmbanrk sealant. tempt. W y porous joint surfer. B. e F 5431 P. A: rmarneltled by mamracturs for exterior MP Neb . At Ober exterior non hem brpiO Hide. provide ode- te..me M6r based. mspOL non- so, efespe010 dL c (W m k FS TT- 5- 001540 Class re.mmena02 be maurab0r 4 doefomerkastlmL complying AA FS Tr- S- 0027,, aces A , Type 1 tl f - ley9g mess T Tpe 2 At D. Pon-sag) nt 9 *5G r F fa� for L Um 4900. E Cdon .1 be selected by he Architect. F. prise surfaces as recommended by he molest mmulae0rr, 004 Ins!. book -up rode as expired fee proper 004001 profile SECTION 08100 OETAL DOCKS AND FRAME A FM-Rated ...Cs 1 61.3,0 a firmreWlmee 90.1000000. ie Omen or 0304902 for steel Moons a. frames pa M .-rae r d doepes 00e. Mast.. frameMast.. ad tested 0 4 Pre door amen.* compete Mt 2 vWCI old instal aseera. toempty 1Nh NFPA Pond. No 8k all m hereto specified rquiring 3 POha of Loader label el Poore frosnOd6ewtIMO001eO UL as to doors 0.5ag9r. a. B. Materidc Provide UL loaded does of oat elm. d01 one Pdkatel 1 H,0 -R.ed Steel Sleets 3 *big Ccwnroie quality eaten .teed, pid2. act .e0. 059b. ebb ASH A 569 ald MSS A 568. 2 Cold - Kolbe S etl Sleets Canunrtl9 MN A 565. many =ben steel, ore.. MM MT. A 366 3 Mc . A MA A 528, MI AS I A G-9 D i0 coating ciclass aat ma phho ha quaff. e.t.a Mm of . less than 16 farka..0 M nWb b buN Fabric. m nb etrb was, cmpiMgPP ASTI A 15 tl® after In Boas Bate 004 FosPnerto 301 Y 0 *10 0vds standard units, ma. hot-dip gleam Hens m be C SDpprs Op - pglea Point Ae RUSt -4 01 mw a 00 poL 00104010 m a loose for 2 pante Max Sheets 18 gdvo6.ee for don exterior s, 18 gouge for int020 .ore. 2 o Core s A srmrdard sl rs m nufact rr 75 0, cord m PIOSUo Pon r PoPr tememu 716 eed is 3 Os the tan edge of extrbr does 0 F0 provide meta frames complying PU1 foie.. .1000040 for mnlm0n materials arid • lmclbn requirements Provide meta Danes for 2 0h :Mona the dra.nga Cwl PM. otherwise 000.10, 200.0. and amt op... m ripte es hones ic furra oo e mfor Paid C. r frames frames may b r IS 900 Imo. dm, for flab 50 u m o shoe m PP a stretcher Q O fi hmnu of 14 gouge h1 die glwlbed led ! level agree of 9atnms a. 0 Dorms a . l 1,308 over 4' - 0' wide from at h a 90090 lei 14 Provide d0lBnd 12 Morel stiffener eats of frees for Inntdlallm In masonry E General Inrt ICib Femtrernen. Install metal door and Rohe unl0 end arxeales In a.rdm0 with Pe DIM shop ar00n9p and 6,0ubcture1Pe data, eerpt where more stringent regbemrats are sped. or shown an he 0,0.49, OECTON 08305 ACCESS DOORS A FPe- Rxblanm RWngc BWeras a fes- resistmm damlSmtbn le shown, or for 501-70000 co etructi40 where amass doors ore 41.0d, provide door aeeembly yAh pond d00, frame. hb0 In 0 latch horn mmufa0Wrr 11102 P 6000.070 10 Laboratories, Pe gosh. Mang MOlrbs dex for he rating Ps. B. steel Acmes Dom Fromm s end Fr Uo 1 Acceptable Menufa brat Moor. 2 Fabricate unite of continuous wetted Ns. construction D1-O?I& SECTION 06410 1EMPERED GLASS ENTRANCE DOORS 0. Fabricate materials and components Of 2009 volts to withstand anticipate trofM of 1000 open /dose males per day for the life of the buldn9 .0th normal mantrwnce. B. Mind L.aaeing Fabricate exterior doer and frame units to wihMa,d he end pressure Imdn9 of 20 9.2f. co the gross area of he frames doors, panels and gam actin Inward and dee =Mg outward. C. Comply with remirrnents and 'commendations n applicable 900113.. and standards by KAAMN. AMA and M Including the lista Curtain W., Mndow, 90ehont 910 Entrance Guide Speeificalone Nana. D. Amp/table Manubatur t M PIth009h E Dore Mies 1301 1/2' teapeed gloss Frame None 9 ScOO for goo der aesmbly C Hardware: Floor dose HD-110 pork amiably. H. General z Booe U510� I. General netdlati0 Re0kem00ic Comply 00 0 the Manuf*0Wres epeeolficatIone an wm d remendatbne f0 .tslotion of doors frames J. Set unite plumb, level ard We to Roe. without warp or rack of frame., dope or ponde. Mohr securely In prom. Separate duminum and hr corrodible metal surfaces from warm of corrosion or 01ectrdyM mtbn M points of contact 1h other mark. A. 06 Strdctral design ALUMINUM 0,2 MMyli900 system Is part of he Work of Pis Section. B. Comply with he following require. 1 Comply .Ian standards for seleabn of materials, l2 case.. case.. of comment. Pe. and tMa0I00n /re000n as 0 01 to operable windows ows bY by APIA, N sea AA ndudng 20402 ad CCurtain Wal, Wnd00. ow, Storefront and Entrant. Gube Spep11000 lRmOons Nand by D. resTS 01 9 y P alm t .a the tem. aoee Wen m FYIW . aream mamma. the 0.001 mere raa .b the oh.an m 9 n • w Ma,o$ 0.020 0100 l *, Ge m« E 1ffi1).E 3375 • mew prtlr,Mw 010 wild lox. and Cdr gray (4ST1s E 3544 lionefachres a. Prod. 000000 ikbbm CM a8dlmd. US AM,dmm M Gerd 610.06000 00000 900 Cap. Mb ma.Cr15va4 specofforMorm WJ rmm4e stros for iMt. d arrant= des orb nano. punk 0000 Nat 01 true b Ham m 02 . .aP ce 00000 M h01,n4 nada r Ppda Am. mew. tv n,coaletim 471 a poi. off ar:e. 57171 ahe mmrf2a SECTX. 05710 R. NARDIME A. MombO.m d 3 e KM of bad6a . e Odds am fad an tines, arra se.) fro, ant nfrNr, art M though semen, ray he P detaal es a®ptrN aW L e e mea ere sam y m the w E. asp. A rogr.d hides ...one sags. wax ems been e for t. .oat Nm egad be gars art amN r e 000 m 1 b. emerme3 am F. C Nn BM Pro. ably 1100 1 Man 11. ha �. f 5e types 0 dor0 aylied, and mp0..ales the 990005en. of 610 des old seer torts 0205 0. F.. nerlr Dare US156 2 Exterior Omc U5103 3 Pad Fmke egad to L. MI_ E 1 10da, Inures act Cykades Sr0000 8100 LIM SCfmy 0* Mve 2 Batt Mingo Lomax, 026,05. Sbd.y 3 PW/Pi Las and K. Pfa. TT 4rdlty. 4 Boor peers Sega 1230, 3. LO4 1480 GC 5 Poor gape fiµ 0yu - .600000. 7 Dodoes Mon. Dean 3agmteen 8 911050 by Storefront m6mfmlm° A 0. 09 0 4 B 00 0D ( GLA711 00501024 0 Qae4 CoMp.De ASTIL-, Tem R poor T. 6udIy 53 • Trrgr. 014. Streghea . gees by mwbc5or10 sfa02sd prate bead. mpe0200e5 alter 00002 gat sOMOM0. Corny T T0 ,V14 2 e e Menges d ®� 3 dsr MraZ - Type 0. pass t Kind A (001), E n (5600 sat paMe0 WM • 1mnM5e0 Safety pas Wara2F 0. blaLLO pat Bic 1 Ppm. hrmeBNy oicR M 2 M. at gs mar. by el dry Mr qm4. I AST . ee E 2 campy sb 400 E 773 b pmh Hm600 i p-3 C Sgldads old spf* 1 V rtked ah0 *000 01gnt oat aiUTt news a0 d Ma p . M . k EMS "vo69 mm2 M 6, bra. of goes l s S hags moil 0060 coact taus m say co rm.. igin lose ie 6 al of .m fY of sm.. r . Pet mane cod .oYrSg�[ M a06$La eetl(tai a d e1rfW one 11. 21st h B0 arts elher 2 Protect gas a ompase at f Me w .1. hv0irtq, hshffiden. aed ar.9et o0r Mm d. aWepar a d. a4 3 end other b.. ee e dges em nr s u r. t rsp rnmKrlOrasi' cm 9.601 exp er L Ova aaot : man me tee. t ed d are M a r ax�90rh 1wYapba eeprasv6as4s are. Mamba MCip0 00210 PARW006 A Rented qk specYed eke.. Se. 002•R B. Wok of mgr 5 Yhh app. to cad 4m5y old staid Pm. ma fa M. C Fte Rebfmn ka6hpe 6010 PaBOm syaat den Rs raKmam mfiaR ore InWCisd r maed 1 • Mm 90 d. Meh ma bee t o led mcd amt Pp 9.00 m OetMe % cps.. c.d. eNe1 Wm bee .nd mm . b oamatF itlaie9 LL s sr °^ E = mlmcb Std Fr®bg ASM C 05M I Odd 3 Fib.aO YaA Aois dm. Oml p.a. cease be e. 000 00(0050 *06 ge*d SMdr m sled metk . eeept 0 2 D. 0 0096 5000 - A* Meet' Pate. 50. Gmf Coe 99060.0 drrld. d a fgoug�e shoe .0, 4-1/ bets Soaps eb M. ad depBS 0 Tafm W0 o__0..0_ o, oo ASOF C ik R 3 Romer Y 0, $ mMdSa9 0090 a Ps bam tPam. 1 1eow 675 0ld Aibe90 . Moo Gs ter er .AtN wog Pefdao a 02000 M o. P. per a. tea as regar tY prod. Sec gouge 2 0049,02001 Mate. USG es 4 ®as ArsOml 60*4, r eas*Y Tb Safes topes C Gerd in 40400 b 0a00aem 0 AB/ ASW CM. con. Mm reme! uah rmhes.m mei a 6*0 it be-eedtl ce rsq Wielevc b meet ebiergo0 2 Ca49y ease A0M E 467 R®01ded POM. b Wed. ef OOoO Pargbe of LIgM Fans Type for the Pups of Coemr.g hi Semi Ea..% mo. *hoe maw aeetp. remiema are Ora or SECBOI 56250 WSW BONG A Rtl1M U 1Y0000 00* 00214 Pa6Him e B Caepy eb /A561 moo • APMz� s F*Big 6 or ®pt mOly *R6 reRirmte r 006 e m a psis E 1 Capdfr MB rimedr.m rlhps m rod 0 6,000 by oo*n 2 Ps. 000.55. amavb w pp0cotf0 procedures v.. b0e bra IMPS e b tape of ametrodka Me el dRObs 00050* 41000. r m other. 3 At . deed me. aa0ylib. re0iaamb of m Re Ww�x Wee Sr the LL Odg1 001.800 wrap el 9 09, the asbod. 0. 1* 0. AmtlMbd0 *ens dad Sp P. Pm.. P M.. E 83pvn XmQ S6%i Ddkfa. t ts Ma oe geHIed 1 FC amd Bpi 9rf %aids 9p0e c.f. PP ASN 38 Mb Popes a4raa RNMe to e d* d 5 Sarah and Mm Rog Up b old= end mdse mmie4soh P.. JIM treld22L 1600 Whoa *KAM 2 YahN0- Pabfm0 $9050WS boa 0606 as a sbh9G ( epoxy pact treated 0 tea fe reed moisture. m9iliM Mb ASP CC 8$ USG W/ paw Ambele egpe. 3 Cent. 7.AppBmSS Oder O s menses rllda0a boar boa* see Se* • p00NEe 10. Aabtled Tope K board 100 a 45 re s.m raOO b 62000 . F. lien Awe01e 9156 . aaamfs M.tae region, frr. ppl elite God 49 W 8 0*2 h0 9010 6 4 leer 4 r96*0hd fir . 0000.119 C nam�hsls iub04on M mg.* fa be reeler 0 06 old. to amplbace 004.60 bmet*71901 SECTIM 0931 00045:, A a0l 0 0040 1001 an 9960000 by. do90. *000560 kwdN09 9000 0. Cagy Mb me SNadad 137.1 0 t9alod gads}, 01 few maim* its d lie Caw. lbampa b Ce009 Tie i2fsSV. C. Floor Wm 0. Com Rae 0. W. Tic faMm • RSxro M M- Mko Mae PPP E Curating l BO0 (!pee) YWdmM' fi=b TY Bpt Colon F YrardaMorO Mate. Woba= pivdoy 2W m- g0tdma pdvlmW 2 Concrete 915 r Our Waft. d to. Matt NUd SECTION 09310 ACOUSTICAL CEILINGS (� sees. 7 A Mega 064 amstlm om6d�p b runt WM. hood Submit maned & g...* tom. Woeful and ped*0Bae ono*. by O nnewe engineer moldred lAida Comply an C Orepter 23 m l � 4 bbu l to0 M OaaolO o l0 P 0diutm m aw/eal et H0 Sm. 00 bats. 4,0.6 0.660 as mutes) maws. me bore dr bald ameba separately 0. co1 5 Coaled meal, Sew amen 0041 Web Web 15/15 boa exposed 0w0. 2 Cans. Mb ASM C 635 Sh 3rd madsOMrd s lnhsmea0le Boy! f Ampt.e Proms A08trop 910104, SM. .MVg. 00.4* 1200 Co. • Aomsti 0 Tie TM Tortured panted met mnra fib° 9e. mebm 3 p Aa g t mKmufacfurrc Wg. CAM. USG Sound Trans. .= Close .efficient . to 39. a. 0 Reduction .efficient 05 m 0 0.60, .111 C 423. c. Light Reflectance 035 or =rev ASIM C 523. Men . Sts 3/ 0 24'0 24'. 5 Y Products Armstrong Cuss Classic Step 025 Can meta � systems n omoreax wpb PSN C 636 ma Be NACA me pt a more e.g. re5u'remmis 0e sham or specified. A Pro. e ich F FLOORING cra:9 produced by a en s 0000. ma ed4ng cups o r g fa 0 b 1(00600 cwu.Y.Iq %ev0e 4' Olga a I/O thick rower w. Omen 120 foot ruffs_ 2 Pro. steal base t carpeting. C PM Corm.. T1s Areptade2000106Wrer and Prod. ` 080 P. Pick PVC. sae ca. base Res.. pass B ASTN-84 Dion D. 1 Pre1W_ type act ram of 0 1 0 ore r Mr amend. by mmulec of .9 any mate. ter 160 condel30(. for the natototion. 2 Pro. mlaproef, slabi1v02 type oases. 000 cements. WCDON A N0 09900 PANNING inc... Pont and lenSsh estrfar and btrlor imposed Hans and men.. Woo otherwise :Mooted. B Not h9Naed 1 AUrle Shop thob e/ f meta Kerns an fabricated ricated components are MP. respect. 0 , 0 trades. 1 2 Pre9ldred 0 0*0 Cmp0lments, dead. material and the Wm ore not belu.L 3 Unless otherwise 6266104. painting is not required on surfaces of concealed 4 F maids sud as anodized Sunburn, and dated metes HA not be 5 Do not Colt 00y moving ports of 001010 401 00 aver any empmeit ldo,sO0000,, performance rating. n ahae pates or code - de C to /Mmufa0Wreo As Listed n Wmh044.0 Cam. MCA.. 1989 Spo.catiot O. A 00!04!0 of add.. bb fu:IUhed by he Ra..., adadbd fmm abed rneurxbrs and ehr sources. E Surface palM menufmmuf prepared. Has r ea. sub bate con.. b ...a promertes 1 Concrete, F pant. Lief. Mason mnry ood wiry. Pr. and copy two Ocala pool. lote 2 Exterior Ferro Metals In adatlon to Priming and touch-up. apply two coats F b 3 WI. Work ad Wood.. Apply mamma to bore surfaces act 049000tG with two coats eggshell alkyd ono. .10, effspl'Oo reeler of flea. tone Wars 4 Intervor Srf00. Ryg0 MOP Emmet 02416 1atex relrmat line MP. es arocted and two coats arylk Mee 209 medium tans old 80% light Ms case 5 Wood 0!000 nth Transparent Fin..: Apply for as rewired and two coats car Mod Mish In dull 5420. C Mate egg.. Pa a or }Facetate seer, non anamd under., hen one mat Painting Enamel acrylic Iola undercoat appropriate. l 2 eMred m directed, and two coats acolic labm 3 Epoxy Paatn9 Two component epoxy papmde type, three mat mph.. 45 .s mInInmm dry Om finish P.n. sad color. AT mete surf«µ oppY WY oar manufacture. recommended primer. 4 Pout AppOyc Pcynrto Cco41g - Ptlynyn by Sad=. Probe. ode Wm intana tO, SU.By Stone 55090- 8001 -e08 H. Part ova of *oat per for oboe.. and revision by Desimr bore M. mMO M Wore SECTION 00522 FIRE EXImGDISORS. CABINETS, AND ACCESSORIES container Mk Pesme- naeatrg gauge. for p type, a s 0. Le rated B. and C Pea BC n enameled atd B 1 Extinguisher re rbe ... cabinets mad. for holt. one lie rtmlged:mr spaMed above. Mite baked ortarnel MI gess 2 post door. Provide Me frame, m en d h c ' te 010 ane[ bp. tr. style and stye Placated. Weld 1 Fonts and mild am.. Miter and .n,0 p0Melo of door harm 3 type 40tpNa far mounting cond1Uane indicted 0 . a. p T ep pa T R Ra der frame flu. PP tr. 0. where ap0 N Of sufficient ient dept b. 9601620 surface ne =tea 604.0.. hay Mosel maned a mate m 0011 Wy * °e C Am... Y ,00009,0 00.10d Fee Eaulpmmt. SECTION 101 55 TOILET AND BATH ACCESSORIES %crib P.M calmer. proW06 of recopnhed 006000mrs 000ab1. for 900500kns FM.: Sot 10 .100 PM-Ma sled, ar Ponz maims,. screws me ac0 104 rep.. C Accessories Accept., M00ufacluec Bear. Poke, Bede. unless no. ahrPse 0064 as appro. by Be Arrhnet PInNU Satin $001460 steel, Morn. pia. bras. or 00,0x0. 0. recce. rearm. Pie napkin ass. aspen., ammed total c oal w cover towel N P0ar. mA hand. Orb 00 4 At GENERAL NOTE: SHOULD TENEANT SPECIFICA11ONS CONFLICT WITH LANDLORD'S SPECI- FICATIONS ON SHEETS TTGO1, TTM AND TTE, CONSTRUCTION MANUAL, OR LEASE PROVISIONS OF EXHIBIT C, LANDLORD'S CRITERIA SHALL TAKE PRECEDENCE. GENE JUAREZ Salon and Spa Southcenter TUKWILA WASHINGTON SHEET TITLE TECHNICAL SPEGIRCATIONS JUDY DAVISON PRICING SET NO. 1 GEORGE H. SELKIRK 1 STATE OF WASHINGTON PHASE DATE OCTOBER 15, 1998 REVISIONS SELKIRK ARCHITECTS 118 North 35th Street Suits 205 Seattle. Washington 98103 Tel: 208- 8340177 P.0:200$34 -0167 INTHRIORDFSIGN 11551961 Avenue Her SemM, Washington 98112 Tel 206-323-3154 Fax 206 - 3.1829 SHEET NO. A10 A IT i RECEIVED LA - /- /,, OF NKWI 2 2 1944 PERMIT CENTER DOOR SCHEDULE DOOR NUMBER SEE (W X H) DOOR TOE FINE ME FIRE RATG IDW TIRE CUSS 114E IEEE MUG JAAB COAL PEE9011. DETAL RDW86 100A (2) 3' -0" X 9' -7' E A NR — 194 -1 — — — CUSTOM WD /GLASS DOOR DECAL —NOTE 7 1008 (2) 3' -0" X 9' -7" C A NR _ 154 —i — — — CLEAR GLASS DOORS DECAL —NOTE7 121 4' -0" X 6' -0" G A NR — — — — — JALOUSIE HINGES 130A 3' -0" X 7 -0" A B NR — — — — — 130B 3' - 0" X 7 -0" D B NR — — — — — 131 3' -0" X 7 -O" H B 20 MIN. — — — — — EXIT DEVICE 140 3' -0" X 7 -0" . B A NR — — — — — OBSCURE GLASS 141 3' -0" X 7 -0" A A NR — — — — — 142 3' -0" X 7 -0" A A NR — — — — — 143 3' -0" X 7 -0" A A NR — — — — — 144 (2) 2' -0" X 7 -0" A A NR — — — — — 152 3' -0" X 7 -0" A A NR — — — — — 170 3' -0" X 7 -0" A A NR — — — — — 171 3' -0" X 7 -0" A A NR — — — — — 172 3' -0" X 7 -0" A A NR — — — — — 190 3' -0" X 7 -0" B A MR — — — — — OBSCURE GLASS 200A (2)3' - 0" X 8' -0" C A NR — TM -1 — — — — 200B (2)3' -0" X 8' -O" C A NR — 711-1 — — — — 202 3' -0" X 7' -0" A A NR — — — — — OBSCURE GLASS 203 3' -0" X 7-0" A A NR — — — — — — 210 3' -0" X 7' -0" A A NR — — — — — — 211 3' -0" X 7 -0" A A NR — — — — — 212 3' -0" X 7 -O" A A NR — — — — - 220 3' -0" X 7 -0" Al A NR — — — — — 270 3' -0" X 7' -0" A A NR — — — — — I 271 3' -0" X 7 -0" Fl A NR — 111 -1 — — OBSCURE GLASS 272 3' -0" X 7 -0" Fl A NR — 111-1 — — OBSCURE GLASS 290 3' -0" X 7' -0" B A NR — — — — OBSCURE GLASS 292A 3' -0" X 7' -0" H B 20MIN — — — — EXIT DEVICE 2928 3' -0" X 7 -O" H A 20MIN — — — — EXIT DEVICE 301 3' -0" X 7' -0" A A NR — — — — — 302 3' -0" X 7-0" A A NR — — — — — 303 3' -0" X 7 -0" A A NR — — — I — — - 304 3' -0" X 7 -0" 0.1 A NR — — — — — OBSCURE GLASS 400 3' -6" X 7 -0" H B 20MIN — — — — — — 1. GLASS TYPES: WG -1 — CLEAR, 1/4 WEE GLASS TM -1 — CLEAR, 1/4" RELATED TEMP. GLASS 2. ALL DETAIL REFERENCE NUMBERS REFER TO DETAILS FOUND ON THIS SHEET, A501, UNLESS OTHERESE NOTED 3. HARDWARE GROUPS ARE FOUND IN SPEC. SECTION 08710 4. INTERIOR DOOR OPERATING PRESSURE: 5 IBS., EXTERIOR: &B5. 5. SEE SPEC. SECTION 08710 FOR HARDWARE TYPES. 6. SEE SPEC. SECTION 08800 FOR GLAZING 7. DECAL " THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS" XREFS Sch -Nor, BROR2234 PLOT DATE. 10/16/98 09 $ -U31b DOOR TYPES k VARIES k RAISED PANEL A SOLID CORE WOOD B. SOLED CORE WOOD W/REUGHT C. HERCBLRE GLASS DOORS RAISED PANEL B.1 SOLID CORE METAL W/ RELGHT AT SOLID CORE METAL RAISED PANEL D SOLID CORE WOOD E. CUSTOM ENTRY DOORS GLASS W/ WOOD GRID Fl TEMPERED GLASS FRAME TYPES VARIES DEDIKBa— L ❑E. Ds OD 'rJ ❑ DE •� ❑ ❑BD? ❑ ❑o% ❑4❑ ❑ ❑00 [ A U❑ ' n G ST. STL SALOON H HOLLOW METAL A —HM. B —HM. FLUSH RABBET PROUD RABBET FIXED TRANSOM WOOD GRID GLASS PANEL THRESHOLD(aa EXTERIOR SCALE 3" = VA 7 'V� min hem —I ' X1 9 SILL (a1 WINDOW SCALE r = SEE DOOR SCHEDULE FOR DOOR TYPE FRAME BEYOND —SEE SCHEDULE EXIST. A FINISH AS INDIC ATED — SOUND BATES WHERE INDICATED STEEL STUDS JAMB ANCHOR MIN. 3 PER JAMB H.M. FRAME. G SOLID 0 1 HR. RATED DOOR LOC'S DOOR SILENCERS OR SMOKE SEAL -- SEE SPEC. SEE DOOR SCHEDULE FOR DOOR TYPE PRE CAST EXT. SILL ALUM. WINDOW ASEMBLY WOOD SILL ALUM. STOREFRONT SECTION 5/8" GM VAPOR RETARDER SHIM AS REQ'D. STONE VENEER CONC. BACKER BOARD EXT. GYP. SHEATHING INSUL PER W.S.E.C. STEEL STUDS 5/8" GM TYP. DOOR HEAD SCALE: 3 = 1' -0" VAPIFS PARTITION LEGEND RE:STRUC. H.M. FRAME, GROUT SCUD 0 1 HR. RATED DOOR LOC'S DOOR SILENCERS OR SMOKE SEAL -- SEE SPEC. SEE DOOR SCHEDULE FOR DOOR TYPE SEE DOOR SCHEDULE FOR DOOR TYPE H.M. FRAME BEYOND CARPET (CPT) RESIDENT TRANSITION STRIP TILE FLOORING PER PLAN PRE —CAST JAMB ALUM. ENDOW ASEMBLY ALUM. STOREFRONT SECTION 5/8" GWB VAPOR RETARDER SHIM AS REQ'D. STONE VENEER CONC. BACKER BOARD EXT. GYP. SHEATHING INSUL PER W.S.E.C. 5 SN DS 5 8 GNB Oth EAV) E 4 tg96 NOV g U0.9 1 N Gp1NSIOH GENE JUAREZ Salon and Spa South center TUKWILA WASHINGTON SHEET TITLE DOOR & WINDOW SCHEDULES PHASE PRICING SET NO. 1 DATE OCTOBER 16, 1998 A PCRLAIT REVISICWS (n SELKIRK ARCHITECTS 118 North 350 Street, Salta 200 Seattle, Washington 08103 Tel: 208834.0157 Fax: 208834 -0185 JUDY DAVISON INIERIORDESIGN 115519. Avenue Taal Send, Washington 98112 TA: 206- 3213354 4.x:206- 328.1829 GEORGE H. SELKIRK STATE OF WASHINGTON REVISIONS SHEET NO. A103 RE CEVED ry OF TUKEIA 2iy93 PERMIT CENTER IRIS NOME TOPE MAIM& 0891 LOCAIKN , maw WE MEWL MEN LOCAWN P -1 WATER CLOSET, WALL HUNG V.C. WHITE TYPICAL P -10 SERVICE SINK 24' X 24' - -- DISPENSARY P -2 LAVATORY, UNDERMOUNT V.C. WOMEN'S LOCKERS P -11A LARGE COMMERCIAL WASHER elkiro. 1 4 '' / 7 E �/,�1 I E i s ,,..., r I M REwUN I DISPENSARY P -2A LAVATORY, WALL MOUNT V.C. WATER CLOSETS P -11B SMALL COMMERCIAL WASHER I 1 DISPENSARY P -3A SINK, 11 X 16" OVAL ST.STL BRUSHED S.C./ PEDL/AAANI./VICH P -12 GAS DRYER °° DISPENSARY P -3B SINK, 9" DIAM. ST.STL BRUSHED MAKE UP P -13 SHOWER, MUSHROOM HEAD SHWR1 /SHWR2 P -4 SINK, 17" X 22" RECT. ST.STL BRUSHED COLOR P -13A CUSTOM SWISS SHOWER SHWRI /SHWR2 P -5 FAUCET BRASS CHROME FOOT SOAK P -14 STEAMER TFCHNICAI C1 - _ SHWR1 /SHWR2 P -6 SHAMPOO SINK, SIDE WASH P- �� I NS III I y _. is j ` n . . I 203 (1 $ ° a' N W .. � , 152 1 y�_ � g , ° SHAMPOO - P -15 CUSTOM VICHY SHOWER VICHY P -7 DISHWASHER 1 I r I 272 '. 0 c 41 (2) i t DISPENSARY /STAFF P -16 - 2 151 7P 9n I ° � I 19 P -8 ICE MAKER L� ... DISPENSARY P -17 PERSONAL SHOWER /ADA EXISTING COURTYAR LEASE DIMENSIO SHWR2 P -9 SINK, 22" X 22" RECT. ST.STL BRUSHED DIPENSARY, STAFF P -18 HOSE BIBB STOREFRONT 2 6 - Q 7 ^ . , � , tl m ar -6' AID SDf fAD3F. SlplE GA90:15 48 .1 0 . — EASE _ _ LEASE DIMEN•ION —1 \ B667NMMAAOHBV]CE SHOP 001ING 08M. MMUS TO MMI I HR WILL TYP E AT O W 0 0 0 FEW .•.AN / . ODW 'IR ROG.- S62 ASO _ - -- - -- REM -- ENSHIG WALLS m - r 1 � I - 9 swam elkiro. 1 4 '' / 7 E �/,�1 I E i s ,,..., r I M REwUN I I P SA 1 zz : °z r{ P15 292 _ — 130(3) `:/ - j Il f lI R E m MI I 1 � � j P-B P-9 P-J - mm � ©� I �� ' °° eue t 12, �� I I * O ti 11 O ! r O * l ■■ t" �a , = I � I' � ° S I i l _ ° 1 OM "1 12 2 (6) . - ` Y3 � , I B- -P� ' 210 (2) 0 ID Ti ■'� EXISTING JCPENNE racomm. draAl 212 ( I_ _ DIXI 21, (2 } ) , O - 1 " Mi t ,. STAGGERED m S\: 4 zm — - -_� STUDS 1 • ( D.O.B. s. . 40 (4) I 142 , 024 WAIT, �/ { IA 1 I G) il '. P. R 'Cl TFCHNICAI C1 - _ 121 (16) oa 1 / P- �� I NS III I y _. is j ` n . . I 203 (1 $ ° a' N W .. � , 152 1 y�_ � g , ° I . . f , fa •) 9 t 17 { / I © 0 /SHARP I / � 114 4 O■.1 1 I r I 272 '. 0 c 41 (2) i t I) 'I'. i - r - 2 151 7P 9n I ° � I 19 I O �l= 1 N 1 L� ... EXISTING COURTYAR LEASE DIMENSIO F ® � ' O �iAL ' a. 19 T .- 104 (30) 1.____ �� t . � 1� — 4- gem= CUTTING 111 26 TI ) I � I � J 44=t* A i - - I, r � ' a. = °' 7 fox SOAK O P-5 P -N P 5 103 EXISTING I - _ � _ S" 11 ■' �� _ , -� 161 „ m 1 aa< Y®I ..:P,' I ! .L CLEANERS _ — i O _ -.. � ) . , : 1 3 ositz U ' O .. 303 (1) 304 (2) 'o �,_ 1 162 1 ° 1; II I ,: 11 160 ■■ ' art s∎ O O F, : O 1EZ100 - ■.i.mm MORE I arm 12 X VY' 7- , 302 (0 3.4 3010 -Id I ' � _,E - �I I::1 101 too 5 ) I! (4' -3A 300( •: f. 2)I FI 9300 3L - in (( �_ _ ' � :I FI TRINE � NFL_ — I en P-18 I 1 AI I C 95' LEASE DI FNSION 8" STUDS O 2A RESIUENT CHANNEL O 2B PLAN LEGEND PARTITION LEGEND DATA ON SHEET A201 PLAN NOTES PARTITION 1/a VARIES 3 5 6 M STUDS 0 16" O.C. SEE NOTE 15 FOR BACKING REGRETS FINISHED FLOOR STANDARD FULL PARTITION NOT TO SCALE 7 O to y 3/8 T VARIES Y 2' -0" M ESIUENT CHANIIEL 0 24 O.C. 1/2" ING F.T. FOR PLY CASEWORK AS REVD 16 GA STUDS O 4B O DO RESILIENT�I CHANNEL O 6A RESILIENT- - CHANNEL BOTH SIDES 0 8A 1 HR. 2 HR. ARE RATING 4 O —Q PARTITION TYPE ® EXIT SIGN BOTTOM OF STRUCTURE SEE NOTE 16 ABOVE CEILING WHERE OCCURS B.O. STRUCTURE BRACE TO 6.0. BOVE STRUCTURE SEE NOTE 16 A (, MI6HE0 C EIUNG WHERE OCCURS S / 9 D A VE BO 5945 SIDE 5 - ` S D 0 16 O.C. SEE NOTE 14 FOR BACKING REOM'TS 6" MT . STUDS 0 4A FINISHED FLOOR ONE SIDE R/C PARTITION NOT TO SCALE MIN. TO LET WALL NOT TO SCALE LOW WALL NOT TO SCALE %REFS: 600- SCH -WAL PLOT DATE: 12/18/98 SOUND ATTENUATION BOTTOM OF STRUCTURE SEE NOTE 16 ABOVE FINISHED CEILING WHERE OCCURS S SU111C 4 A B TTENUATING BATT $EE NOTES 9 10 ABOVEA A. SIDE FINISH SCHEDULE /A211 FOR FINISH 3 5/8 MTI. STUDS O 16" O.C. SEE NOTE 14 FOR BACKING 503015 FI FLOOR DOOR IDENTIFICATION ROOM IDENTIFICATION T ROOM NAMF -- LCOIUNG DOOR 101 OCCUPANT LOAD —DOOR NUMBER ROOM NUMBER (RELATES TO ROOM NUMBER) 4 TIP UNLESS DIM. OTHERYASE DATA ON SHEET A102 & A103 0 SMOKE DETECTOR EXHAUST FAN 1. SEE SHEET A102 FOR TECHNICAL SPECIFICATIONS. 2. SEE SHEET 0103 FOR DOOR SCHEDULE AND DOOR FRAME DETAILS. 3. SEE SHEET 211 FOR FINISHES. 4. SEE FL=T 0221 FOR CABINET FIXTURE LAYOUT. 232 FOR VAULT PLAN AND WALLS TO BOTTOM OF STRUCTURE 6. ALL PARTITIONS TYPE 2, UNLESS OTHERWISE NOTED 7. DIMENSIONS ARE TO FACE OF STUD WALLS, U.N.O. SEE SHEETS A203, A204, A205 FOR PARTITION DIMENSIONS 8. DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING. 9. PROMDE MOISTURE RESISTANT GYP. BOARD ON WALLS ADJACENT TO PLUMBING FIXTURES. 10. PROVIDE CONCRETE BACKER BOARD ON WALLS RECEIVING FILE OR STONE TILE, SEE FINISH SCHEDULE ON A211 11. SMOKE DETECTORS TO BE HOT WIRED WITHOUT A DISCONNECTING SNITCH, WITH BATTERY BACKUP. 12. SEE OW FOR PARTITION TYPES CE TO HAVE UL USING AN INSTALLED PER UANUFACTURER'S RECOMMENDATIONS. CEIU A ALL MOUNTED ILLUM , A I , T SIG, S TO HA • A F T BA 15. PROMDE F.T. PLYWOOD OR SHT. MIL BACKING IN PARTITIONS SUPPORTING WALL HUNG CASEWORK AND PLUMBING FIXTURES. ALL STUD DN 09210, SHEET 0102. 16. DO NOT F WELD OR SHOOT FASTENERS INTO LANDLORD'S STRUCRE- IMRE CLAMP OR THROUGH BOLT ONLY. PROVIDE PLENUM RATED DUCT UNER TO SEAL SOUND BATTS FROM PLENUM WHERE REQUIRED SIDE SEE NOTES 9 & 10 ABOVE AND Fl SCHEDULE 211 FOR FINISH SEE PLAN FOR SOUND ATTENUATING BATS PROVIDE PLENUM RATED DUCT LINER TO SEAL SOUND BATTS FROM PLENUM WHERE REQUIRED 5/8° GYPSUM BOARD SEE NOTES 9 & 10 ABOVE AND FINISH SCHEDULE /A211 FOR FINISH 3 5/8" MR. STUDS 0 16" O.C. SEE NOTE 14 FOR BACKING REOMETS FINISHED FLOOR RESIUENT CF:ANNEL O EU 6' STUDS O 1A 16 GA STUDS 0 18 VARIES MCE 7 -0° MIN SHT. MTL BACKING FOR CASEWORK AS REED 16 GA STUDS 0 3B mm© ' VARIES 2E MIN, ESIUENT CHANNEL 0 24 O.C. 1/2" F.T. PLY BACKING FOR CASEWORRK AS REOD 16 GA STUDS O 58 RESIUENT CHANNEL 0 7A 7 0 )6 1 7/13'1 VARIES - TAI RANG IN DECK FLUTES 1A BOTTOM OF ROOF DECK SEE NOTE 16 ABOVE FINISHED CEIUNG WHERE OCCURS (1) LID. 5/8 GYPSUM BOARD E . SIDE SEE NOTES 9 & 1D ABOVE AND FINISH SCHEDULE /A211 FOR FINISH SEE PLAN FOR SOUND ATTEN BATT LOCATIONI 3 5/8 MTL STUDS O 16" S.C. SEE NOTE 14 FOR BACKING REGRETS CONTINUOUS SEALANT FINISHED FLOOR NOT TO SCALE 7 l / 4° • /8 NOT TO SCALE 7 O A 3/8 HR. RATED PARTITION NOT TO SCALE B.O. STRUCTURE 1 ABOVE BRACE TO 0. STRUCTURE SEE NOTE 11JIISHED CEIUNG WHERE OCCURS T i-/2 '1TLYR. 5/8" GYPSUM BOARD ES SIDE SEE NOTES 9 & 10 ABOVE ABS SEE PLAN FOR SOUND ATTENUATING BATS PROVIDE PLENUM RATED DUCT LINER TO SEAL SOUND BATTS FROM PLENUM WHERE REQUIRED 16 O.C. SEE NOTE 14 FOR BACKING REOM 6 MIL STUDS 0 3A FINISHED FLOOR STANDARD PARTITION B.O. STRUCTURE BRAC NOT T E O 16 E 8.0. AB STRUCTURE SEE MISHED CEIUNG WHERE OCCURS EE (1) E NO LEO. TES 5/8" 9 & GYP10 SUM ABO VE AN BOARD D EA. SIDE S II (�L I I 3 58 TL STUDS OI6'O.C. ICJ FI 6NISHE M D FLOOR STU FOR O 5 ACKING REOM'TS -> TWO SIDE R/C PARTITION NOT TO SCALE FINISHED CEILING WHERE OCCURS (1) LYR. 5 /B" GYPSUM BOARD SEE NOTES 9 & 10 ABOVE ABS FINISH SCHEDULE /A211 FOR FINISH 3 5/8" MTL STUDS O 16" O.C. SEE NOTE 14 FOR BACKING REGRETS EXISTING STUDS /WALL FINISHED FLOOR FURRING PARTITION GENERAL NOTE PROVIDE EXIT PATHWAY LIGHT PATH EMERGENCY SUPPLY BY MEANS OF BATTERY BACK -OP PER U.B.C. 1003.2.9.2 X SEE PLAN FOR SOUND ATTENUATING BATS PROVIDE PLENUM RATED DUCT ANER TO. SEAL SOUND BATTS FROM PLENUM WHERE REQUIRED PLUMBING FIXTURE LEGEND 52) (53 Y OF TUNW LA APPROVED DEC 39199, AS NO BUILDING D GENE JUAREZ Salon and Spa JUDY DAVISON Southcenter TUKWILA WASHINGTON SHEET TITLE FLOOR LAYOUT PLAN PHASE CONSTRUCTION SET NOVEMBER 6, 1998 PERMIT REVISION DECEMBER 18, 1998 SELKIRK ARCHITECTS 118 N04133507 Street, Sulfa 205 SeaO*, WeeRlnQron 98103 Tel: 205- 8340177 Fax: 206 834-0187 INTERIOR DESIGN 1155190 Avenue East SnWe, W.,hA4,oe 98112 TeL 206323-3354 Fax: 206 -328 -1829 REGISTERED ARCHITECT GEO'GE H. SELKIRK STOIC OF WASHINGTON N 1) 036 A201 REVISION NO. 1 DATE REVISIONS SHEET NO. 01998 SFIKIRK ARCHITECTS SIDE WALL 27" MI SOAP DISH O ACCESS. SHOWER SCALE: 1/4° = MIN. MIN. O TYP. SINK COUNTER ELEVATION SCALE: 1/4" = %REFS: FP- 1,IL -1, 86282234 PLOT DATE: 10/16/98 GRAB BAR GRAB BAR SANITARY NAPKIN DISPOSAL TOILET TISSUE DISPENSER SEAT COVER DISPENSER BACK WALL MIRROR CERAMIC TILE PER PLAN H/C ACCESS. PAPER TOWEL DISPENSER/ WASTE RECEP.- RECESSED URINAL PARTITION TOILET PARTITION ADJUSTABLE HAND HELD SHO. HEAD ON FLEXIBLE HOSE CONTROLS ON SIDE WALL REACHABLE FR/ SEAT GRAB BAR OLD DOWN SEAT O TYP. RESTROOM ELEVATION SCALE: I/4 = 1' -0 O BATHROOM ACCESSORIES- CRMCAL DIMENSIONS A202 SCALE: 1/4• = 1. -0' GRAB BAR SANITARY NAPKIN DISPOSAL TOILET TISSUE DISPENSER CONDOM DISPENSER OR SANITARY NAPKIN DISPENSER HAND DRYER PIPE PROTECTION 4 ENLARGED PLAN - WOMENS LOCKER RM 202/ W.G. 4 Amt SCALE: 1/4- O ENLARGED PLAN - EXIT CHANG81G RM # 180 AYG@ SCALE 1/4" - O ENLARGED PLAN - W.C.1/ RM 170 SCALE: 1/4 = 1' -0" G 2 ENLARGED PLAN - W.C. 2/ RM. 171 Af02 SCALE: 1/4- = 1' -0° O ENLARGED PLAN - W.C. S/ RM 172 AA04 SCALE: 1/4 = P -o° ociOW p p P RO I E tol 4 199 BJILDING DIVISION GENE JUAREZ Salon and Spa JUDY DAVISON Southcenter TUKWILA WASHINGTON SHEET TITLE ENLARGED PLANS REGISTERED ARCHITECT GEORG H. S STATE OF WASH 6635 PHASE PRICING SET NO. 1 DATE OCTOBER 16, 1990 REVISIONS SELKIRK ARCHITECTS 118 North 3511 Sheol, Sulfa 205 Seattle, Washington 98103 Tel: 20&8340171 Far 20&8340187 8NEERIOR DESIGN 1155 19th Avevae East Snack, Washington 98112 Tat 206-323 -3354 Fax 206- 328 -1829 SHEET NO REFEIVEO A202 . '2 2 1993 /; / /// � / /! "/ EQ. 3' -0" { 3' -0" EQ. SIDE WALL 27" MI SOAP DISH O ACCESS. SHOWER SCALE: 1/4° = MIN. MIN. O TYP. SINK COUNTER ELEVATION SCALE: 1/4" = %REFS: FP- 1,IL -1, 86282234 PLOT DATE: 10/16/98 GRAB BAR GRAB BAR SANITARY NAPKIN DISPOSAL TOILET TISSUE DISPENSER SEAT COVER DISPENSER BACK WALL MIRROR CERAMIC TILE PER PLAN H/C ACCESS. PAPER TOWEL DISPENSER/ WASTE RECEP.- RECESSED URINAL PARTITION TOILET PARTITION ADJUSTABLE HAND HELD SHO. HEAD ON FLEXIBLE HOSE CONTROLS ON SIDE WALL REACHABLE FR/ SEAT GRAB BAR OLD DOWN SEAT O TYP. RESTROOM ELEVATION SCALE: I/4 = 1' -0 O BATHROOM ACCESSORIES- CRMCAL DIMENSIONS A202 SCALE: 1/4• = 1. -0' GRAB BAR SANITARY NAPKIN DISPOSAL TOILET TISSUE DISPENSER CONDOM DISPENSER OR SANITARY NAPKIN DISPENSER HAND DRYER PIPE PROTECTION 4 ENLARGED PLAN - WOMENS LOCKER RM 202/ W.G. 4 Amt SCALE: 1/4- O ENLARGED PLAN - EXIT CHANG81G RM # 180 AYG@ SCALE 1/4" - O ENLARGED PLAN - W.C.1/ RM 170 SCALE: 1/4 = 1' -0" G 2 ENLARGED PLAN - W.C. 2/ RM. 171 Af02 SCALE: 1/4- = 1' -0° O ENLARGED PLAN - W.C. S/ RM 172 AA04 SCALE: 1/4 = P -o° ociOW p p P RO I E tol 4 199 BJILDING DIVISION GENE JUAREZ Salon and Spa JUDY DAVISON Southcenter TUKWILA WASHINGTON SHEET TITLE ENLARGED PLANS REGISTERED ARCHITECT GEORG H. S STATE OF WASH 6635 PHASE PRICING SET NO. 1 DATE OCTOBER 16, 1990 REVISIONS SELKIRK ARCHITECTS 118 North 3511 Sheol, Sulfa 205 Seattle, Washington 98103 Tel: 20&8340171 Far 20&8340187 8NEERIOR DESIGN 1155 19th Avevae East Snack, Washington 98112 Tat 206-323 -3354 Fax 206- 328 -1829 SHEET NO REFEIVEO A202 . '2 2 1993 LAN LEGEND 4RTITION LEGEND 1 HR. 2 HR. FIRE RATING DATA ON SHEET A201 PLAN NOTES LEFT FP -1, LEND -FP, 300M2234 PLOT DATE: 10/16/98 —Q PARTITION TYPE ® EXIT SIGN DOOR IDENTIFICATION ROOM IDENTIFICATION I 0 102 COUNG DOOR DOOR NUMBER (RELATES TO ROOM NUMBER) 4- TIP UNLESS DIM. OTHERWISE DATA ON SHEET A102 & A103 SHORE DETECTOR a EXHAUST FAN ROTH NAME 101 ROOM NUMBER 1. SEE SHEET A102 FOR TECHNICAL SPECIFICATIONS. 2. SEE SHEET A103 FOR DOOR AND FINISH SCHEDULES. 3. SEE SHEET 211 FOR FINISHES. 4. SEE SHEET A221 FOR FURNITURE LAYOUT. 5. SEE A 232 FOR VAULT PLAN MID WALL TO BOTTOM OF STRUCTURE. 6. ALL PARTITIONS TYPE 2, UNLESS OTHERWISE NOTED 7. DIMENSIONS ARE TO FACE OF STUD WALLS, OR FACE OF CMU WALLS U.N.O. 6. DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING. 9. PROVIDE MOISTURE RESISTANT GYP. BOARD ON SIDES OF ALL BATHROOMS 10. PROVIDE CONCRETE BACKER BOARD ON SIDES OF ALL SHOWERS 11. SMOKE DETECTORS TO BE HOT WIRED WITHOUT A DISCONNECTNG SWITCH, WITH BATTERY BACKUP. 12. SEE BELOW FOR PARTITION TYPES 13. FIREPLACES TO HALE UL USTING AN INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 14. CEILING/WALL MOUNTED ILLUMINATED EXIT SIGNS TO HAVE BATTERY BACK –UP. 15. PROVIDE 16 GA STUDS IN PARTITIONS SUPPORTING WALL HUNG CASEWOIBI AND PLUMBING FIXTURES. DG1--obl& ENLARGED FLOOR PLAN: TECHNICAL SCALE: 1/4" = 1' -0" ENLARGED FLOOR PLAN: CUTTING 03 SCALE: 1/4" = 1'-0" 13,111DING DIVISION GENE JUAREZ Salon and Spa Southcenter TUKWILA WASHINGTON SHEET TITLE EPSARGED PLANS PRICING SET NO. 1 OCTOBER 15, 1MB SELKIRK ARCHITECTS 118 North 3580 Sheet, Butte 205 00010 , Washington 98103 Tat 206-034.0177 F. 208-834-0187 JUDY DAVISON INTERIOR DESIGN 1155 19717,396=e Eau Seattle, Washington 98112 Te1:206. 329.3354 Fa= 205 - 328 -1829 66 REGISTERED ARCHITECT A203 PHASE DATE REVISIONS SHEET NO. CITY OF TUKKWILA OCT 2 21990 PERMIT CENTER R II - LJ p I 1÷ tb' - "ICI I 11 _l___ 13' I I l F *1 -2' tr -1 �� –n P� / � 3 -0 10' -12 J9. y_ ` - �IgqqqqI��S5II �L _ ® I u J p r 3 0" I 122 " U g T7 –61" ] ao S–.0 li 4 e; I -0 " 4 � – D" 1 ' -6 j 9. ' luirtammo Lll I i �_ - - - r -1 3- -= , � I� / TFL?#NrAi \ � 1 7. r _ 121 N. N. N. 17-0' II — 123 7 2 \ ---J- \ IJP1 v H H �L I 1— TECH, I o n I I f H I III f11- -try 1 I LAN LEGEND 4RTITION LEGEND 1 HR. 2 HR. FIRE RATING DATA ON SHEET A201 PLAN NOTES LEFT FP -1, LEND -FP, 300M2234 PLOT DATE: 10/16/98 —Q PARTITION TYPE ® EXIT SIGN DOOR IDENTIFICATION ROOM IDENTIFICATION I 0 102 COUNG DOOR DOOR NUMBER (RELATES TO ROOM NUMBER) 4- TIP UNLESS DIM. OTHERWISE DATA ON SHEET A102 & A103 SHORE DETECTOR a EXHAUST FAN ROTH NAME 101 ROOM NUMBER 1. SEE SHEET A102 FOR TECHNICAL SPECIFICATIONS. 2. SEE SHEET A103 FOR DOOR AND FINISH SCHEDULES. 3. SEE SHEET 211 FOR FINISHES. 4. SEE SHEET A221 FOR FURNITURE LAYOUT. 5. SEE A 232 FOR VAULT PLAN MID WALL TO BOTTOM OF STRUCTURE. 6. ALL PARTITIONS TYPE 2, UNLESS OTHERWISE NOTED 7. DIMENSIONS ARE TO FACE OF STUD WALLS, OR FACE OF CMU WALLS U.N.O. 6. DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING. 9. PROVIDE MOISTURE RESISTANT GYP. BOARD ON SIDES OF ALL BATHROOMS 10. PROVIDE CONCRETE BACKER BOARD ON SIDES OF ALL SHOWERS 11. SMOKE DETECTORS TO BE HOT WIRED WITHOUT A DISCONNECTNG SWITCH, WITH BATTERY BACKUP. 12. SEE BELOW FOR PARTITION TYPES 13. FIREPLACES TO HALE UL USTING AN INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 14. CEILING/WALL MOUNTED ILLUMINATED EXIT SIGNS TO HAVE BATTERY BACK –UP. 15. PROVIDE 16 GA STUDS IN PARTITIONS SUPPORTING WALL HUNG CASEWOIBI AND PLUMBING FIXTURES. DG1--obl& ENLARGED FLOOR PLAN: TECHNICAL SCALE: 1/4" = 1' -0" ENLARGED FLOOR PLAN: CUTTING 03 SCALE: 1/4" = 1'-0" 13,111DING DIVISION GENE JUAREZ Salon and Spa Southcenter TUKWILA WASHINGTON SHEET TITLE EPSARGED PLANS PRICING SET NO. 1 OCTOBER 15, 1MB SELKIRK ARCHITECTS 118 North 3580 Sheet, Butte 205 00010 , Washington 98103 Tat 206-034.0177 F. 208-834-0187 JUDY DAVISON INTERIOR DESIGN 1155 19717,396=e Eau Seattle, Washington 98112 Te1:206. 329.3354 Fa= 205 - 328 -1829 66 REGISTERED ARCHITECT A203 PHASE DATE REVISIONS SHEET NO. CITY OF TUKKWILA OCT 2 21990 PERMIT CENTER TREFS FP -1, LINO -FP, 86002234 PLOT DATE 10/16/98 PLAN LEGEND PART111ON LEGEND 1 HR. 2 HR. ERE RATING DATA ON SHEET A201 — € PARTITION TYPE • EXIT SIGN PLAN NOTES DOOR IDENTIFICATION ROOM IDENTIFICATION 102 ROOM NAME 1 IT LCOUNG DOOR 101 ( DCGUPANT LOAD � DOOR NUMBER ROOM NUMBER TO ROOM NUMBER) B ROOM BER) 4° TOP UNLESS DIM. OTHERWISE DATA ON SHEET A102 & 0103 O SMOKE DETECTOR • EXHAUST FAN SEE SHEET 0102 FOR TECHNICAL SPECIFICATIONS. 1. SEE SHEET A103 FOR DOOR AND FINISH SCHEDULES. 2. SEE SHEET 211 FOR FINISHES. 3. SEE SHEET A221 FOR FURNITURE LAYOUT. 4 . SEE A 232 FOR VAULT PLAN AND WALL TO BOTTOM OF STRUCTURE S. ALL PARTITIONS TYPE 2, UNLESS OTHERWISE NOTED 6. DIMENSIONS ARE TO FACE OF STUD WALLS, OR FACE OF CMU WALLS U.N.O. 7 . DOOR DIMENSIONS ARE TO CENTERUNE OF OPENING. U. PROVIDE MOISTURE RESISTANT GYP. BOARD ON WAILS OF ALL BATHROOMS. VO. PROVIDE CONCRETE BACKER BOARD ON WALLS RECEIVING TILE OR STONE TILE SEE FINISH SCHEDULE ON 0211 11. SMOKE DETECTORS TO BE HOT MIRED WITHOUT A DISCONNECTING SWITCH, WITH BATTERY BACKUP. 12. SEE BELOW FOR PARTITION TYPES 13. FIREPLACES TO HAVE UL USRNG AN INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 14. CEIUNG /WALL MOUNTED ILLUMINATED EXIT SIGNS TO HAVE BATTERY BACK —UP. 15. PROVIDE 16 GA STUDS IN PARTITIONS SUPPORTING WALL HUNG CASEWORK AND PLUMBING FIXTURES. AU. STUD SIZE AND GUAGE PER SPECIFICATION SECTION 09210, SHEET A102. 16. DO NOT ATTACH TO ROOF DECK IN ANY WAY. DO NOT OHIO OR SHOOT FASTENERS INTO LANDLORD'S STRIICTIIRF— WRF CS AMR OR THR00 054 ROI T OM Y. D9 8-oa� 131131 _216K 201 I ENLARGED FLOOR PLAN: SPA AND STAFF AREA SCALE: 1/4" = 1' -0" GENE JUAREZ Salon and Spa Southcen ter TUKWILA WASHINGTON SHEET TITLE ENLARGED PLANS PHASE PRICING SET NO. 1 GEORGE H. SELKIRK STATE OF WASHINGTON DATE OCTOBER 16, 1998 REVISIONS SELKIRK ARCHITECTS 1100010 3.510 Street, Suite 205 Seattle, Weehln9Mn 08103 Tel: 205 -034-0177 Fax 208-1340167 JUDY DAVISON INTERIOR DESIGN 1155 19th Avenue East Seattle, Washington 98112 TeL 2063233354 Fax 206 - 328-1829 SHEET NO. RECOVER WI A2O4OCDm OF U A 1vo D1v15 1 oN T 2 'L 1993 B J D PERMIT CENTER PLAN LEGEND PARTITION LEGEND 1 HR. 2 HR. FIRE RATMG DATA ON SHEET A201 PLAN NOTES XREFS: FP-1, LAND -FP, 88082234 PLOT DATE 10/16/98 DOOR IDENTIFICATION ROOM IDENTIFICATION 102 o.. COILING DOOR BOON NUMBER ROOM NUMBER) B TO ROOM BER) 4' TYP UNLESS DIM. OTHERWISE DATA ON SHEET A102 & A1113 --0e PARTITION TYPE 0 SMOKE DETECTOR EXIT SIGN ® EXHAUST FAN ROOM NAME 101 ( OCCUPANT LOAD ROOM NUMBER SEE SHEET A102 FOR TECHNICAL SPECIFICATIONS. 1. SEE SHEET A103 FOR DOOR AND FINISH SCHEDULES 2. SEE SHEET 211 FOR FINISHES. 3. SEE SHEET A221 FOR FURNITURE LAYOUT. 4. SEE A 232 FOR VAULT PLAN AND WALL TO BOTTOM OF STRUCTURE 5. ALL PARTITIONS TYPE 2, UNLESS OTHERWISE NOTED S. DIMENSIONS ARE TO FACE OF STUD WALLS, OR FACE OF MU WALLS U.N.O. Z. DOOR DIMENSIONS ARE TO CENTERUNE OF OPENING. B• PROVIDE MOISTURE RESISTANT GYP. BOARD ON WALLS OF ALL BATHROOMS 90. PROVIDE CONCRETE BACKER BOARD ON WALLS RECYVNG TAE OR STONE TILL SEE FINISH SCHEDULE ON 0211 11. SMOKE DETECTORS TO BE HOT WIRED WITHOUT A DISCONNECTING SYATPL. WITU BATTERY BACKUP. 12. SEE BELOW FOR PARTITION TYPES 13. FIREPLACES TO HAVE UL LUSTING AN INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 14. CEILING /WALL MOUNTED ILLUMINATED EXIT SONS TO HAW BATTERY BACK—UP. 15. PROVIDE 16 GA STUDS IN PARTITIONS SUPPORTING WALL HUNG CASEWTMK AND PLUMBING FIXTURES. ALL STUD SIZE AND GUAGE PER SPECIFICATION SECTION 09210, SHEET 0102. 16. DO NOT ATTACH TO ROOF DECK IN ANY WAY. DO NOT MELD OR SHOOT FASTENERS INTO LANDLORD'S STRUCTURE — BARE CLAMP OR THROUGH BOLT ONLY. his -o316 ALIGN ENLARGED FLOOR PLAN SCALE: 1/4" =1' -0" 50 51 GENE JUAREZ Salon and Spa Southcen ter TUKWILA WASHINGTON SHEET TITLE ENLARGED PLANS PRICING SET NO. 1 SELKIRK ARCHITECTS 118 North 35th Stoat Suite 200 Seattle, Washington 98103 TeC 206 -634-0177 Fax: 208-834-0187 JUDY DAVISON OCTOBER 16, 1998 INTERIOADOSIGN 1155 19th Aeauc East SnNG WaaFwgoe 98112 TN: 2063233354 Far 206328-1829 5 REGISTERED I ARCHITE T PHASE DATE REVISIONS 01 04 TONED NppRO NON 4 1998 SHEET NO. A RECEIVED '•J UT \IISION A20 nYR FNN4WtA gJILO1NG 1CT 2 2 7983 PERMIT CENTER RO014 NUMBER ROOM NNE RAW BASE iMIS 01010 RENNJ6 N S E 0 100 VESTIBULE CPT1 MT. -- -- -- ST5 VPi 101 RECEPTION ST1 PLB -- -- WI -- VP 102 CHECK IN ST1 PLB VP2 -- -- -- W1 103 CHECK OUT ST1 PLB -- W2 -- -- W1 104 RETAIL ST1 PLB W1 Wt Wi Wl W1 110 CUTTING ENTRY ST2 PLO W1 W1 WI Wi PT T1 ACCENT DROPS 111 CUTTING VT1 WD2 PT PT PT PT VP1 WW2 0 EAST WALL 112 SHAMPOO VT1 RB1 PL PL GL PT PT WW1 0 WEST WALL 113 SHAMPOO VT1 RB1 PL PL CL PT PT WAR 0 WEST WALL 114 SHAMPOO Vii RBI PT GL PL PL PT WWI 0 NORTH WALL 120 TECH- ENTRY ST2 PLO W1 Wi W7 Wi PT Ti ACCENT DROPS 121 TECHNICAL VTI WD2 PT PT PT PT W1 WW3 0 N,E,S WALLS 122 SHAMPOO VT1 R81 PL PL PT PT -- WWI ® E,W WALL 123 WAITING VT1 WD2 PT PT PT WC1 W7 130 DISPENSARY SV1 RB2 PT PT PT PT ACT 131 COLOR VT1 RB2 PT PT PL PL ACT 140 STAFF CPT2 RB2 PT PT PT PT ACT 141 OFFICE CPT2 RB2 PT PT PT PT ACT 142 MANAGER CPT2 RB2 PT PT PT PT ACT 143 BOOKING CPT2 RB2 PT PT PT PT ACT 144 SERVER All RB2 PT PT PT PT ACT 150 MAKE -UP ST1 RBI PT PT PT PT PT 151 OUTWAX ST1 RB1 PT PT PT PT PT 152 INWAX BB1 WD1 WC2 WC2 WC2 WC2 PT CROWN MOLD 160 CHANGE ST1 PLO PT PT PT PT -- 161 COATS ST1 PLB PT PT PT PT -- 162 EXIT CHANGE ST1 PLB PT PT PT PT PT 170 WC -1 ST3 WD2 WC3 WC3 WC3 WC3 PT 171 WC -2 ST2 WD2 WC3 WC3 WC3 WC3 PT 172 WC -3 ST2 WD2 WC3 WC3 WC3 WC3 PT 190 HALLWAY CPT2 RB2 PT PT PT PT ACT 200 SPA ENTRY ST2 PLB WI W1 WI W1 WI T1 ACCENT DROPS 201 FOOT SOAK ST2 PLB VP2 VP2 VP2 W2 W1 ST3 BORDER 202 WOMEN'S LOCKERS ST2 WD2 PT PT PT PT -- 203 D.O.B. BB1 WDl W2 W2 VP2 WC2 PT CROWN MOLD 204 CH7 ST2 WD2 PT PT PT PT PT 210 MASSAGE B81 WIT WC2 WC2 WC2 WC2 PT /ACT CROWN MOLD 211 SKIN CARE BB1 4.01 WC2 WC2 WC2 WC2 PT /ACT CROWN MOLD 212 SKIN CARE BB1 WD1 WC2 WC2 WC2 WC2 PT /ACT CROWN MOLD 220 ACHY ST4 ST4 ST4 ST4 ST4 ST4 T2 T3 ACCENT ® N,S,E,W 270 WC -4 ST2 11,D2 PT PT PT PT PT 271 SHW -1 ST2 ST2 ST2 ST2 ST2 ST2 ST2 272 SHW -2 ST2 ST2 ST2 ST2 ST2 ST2 ST2 290 HALLWAY ST2 PLB W1 WI W1 API WI ST3 BORDER 291 HALLWAY ST2 PLB API W1 W1 API W1 ST3 BORDER 292 COR -1 CPT2 RB2 PT PT PT PT ACT 300 MANICURE VT1 WD2 PT PT PT PT W7 WW2 10 N,S,E,W WALL 301 PEDICURE BB2 WD1 WC1 WC1 WC1 WC1 PT CROWN MOLD 302 PEDICURE BB2 WD1 WC1 WCI WC1 WC1 PT CROWN MOLD 303 PEDICURE BB2 WIT WC1 WC1 WC1 WC1 PT CROWN MOLD 304 MANICURE VT1 PLB PT -- -- PT PT FINISH SCHEDULE MATERIAL NOTES ST1 STONE TILE 18" X 18" "SOLE" TRAVERTINE, UNFILLED PRATT & LARSON 425 -882 -0707 ATTN: KATHY BLAKELY ST2 STONE ALE 12" X 12" "AMBER GOLD" SLATE, GUAGED PRATT & LARSON ST3 STONE TILE 6" X 6" "GIALLO" MARBLE, TUMBLED PRATT & LARSON ST4 STONE TILE 6" X 6" L.A. FOSSIL, TUMBLED PRATT & LARSON ST5 PRECAST CONCRETE COURSED ASHLAR RUN'S BOND "LIMESTONE" XXX XXX- XXX-Xxxx ATTN: XXX CPT1 WALK OFF CARPET SPEC PER REDMOND CPT2 FORTUNE CONTRACT STYLE: TALISMAN COLOR: 4270 PATINA ASSOCIATED WAREHOUSE 206 -763 -2536 ATTN: ROBBIE SPANNER /REFS PP -1, SCH-FIN, /6262234 PLOT DATE 10/16/98 BB1 BAMBOO STRIP FLOORING PLYBOO PARQUET 3' -0 1/4" X 3 5/8" COLOR: NATURAL ASSOCIATED WAREHOUSE BB2 BAMBOO STRIP FLOORING COLOR: DARK ASSOCIATED WAREHOUSE VT1 VINYL TILE 12" X 12 AMTICO CN34 ASSOCIATED WAREHOUSE DEX -O -TEX UNDERLAYMENT ACOUSTI -FL-1 /2" 253 - 383 -9790 SV SHEET VINYL LONSEAL GALVANIZED SERIES ASSOCIATED WAREHOUSE TI FEATURE TILE 3 X 3 OCEANA GLASS BRONZE #WT 310 WESTERN TILE & MARBLE 425- 643 -1380 ATTN: TOM CARTER T2 CERAMIC TILE 2X2 T3 RECYCLED GLASS TILE 2X2 W1 VENEER PLASTER HAND TROWELED TEXTURE W2 VENEER PLASTER SIMULATED ENCAUS WC1 VINYL WALL COVERING COLOR /PATTERN 1 WC2 VINYL WALL COVERING COLOR /PATTERN 2 WC3 VINYL WALL COVERING COLOR /PATTERN 3 WW1 GLASS WAINSCOT BACK PAINTED WW2 PREFINISHED WAINSCOT ACOUSTICAL , FINISH 1 WW3 PREFINISHED WAINSCOT ACOUSTICAL, FINISH 2 PT PAINTED GYPSUM WALLBOARD PL PLASTIC LAMINATE BACKSPLASH PLO PLASTIC LAMINATE BASE WD1 PAINTED WOOD BASE WD2 VENEER WOOD BASE RB1 6" RUBBER BASE RB2 4" RUBBER BASE GL GLASS PANELS ACT ACOUSTICAL CEILING ALE CONCEALED SPLINE O 0 0 l DDS -o3�� 0 �tlpIIgV611l9 ■11101 ®ll WEBER I mimmunimasummzu 12,2.." EWEEEITVIIIIIESEENEEMEI IhJmmrll 111' et !._i" �1,1t1 ® 1n1t�r�>onrrmum. _Ii mumisa maimmirror�r ilm nNNlmo:1N11111:Pr 11 MMINEMm1111111111111.m11111 7111..1144 4 I ,J, 000 1)r m� � •R�• 11NN11T.9•■1■1NI I MEM 1mN1111111N1■I I ^-' - r M1> . - - -- - JIIREEE MENEMNNN1 NN11 •-•-'-� ! x9, ��!11m!m1111m111111 1111NnNe1■1 1 - - "- qutam mEm mm1 wm-Ka 7171 mini rl ��m 1" � 11.7111.:11. � w 1 n 11 © m. � m l ...71 ... 1 � -_ . ■ ® 1. X 11 1111 Il .lwr 11 11 �I 1 .1 �A _ Hr-i. 1 • I U .. U UI 71L•�1.I111 / ,_„ ■■11 :ila l111m11 11 "milli rril11 11 mmmm 7�1N11 - P ' -'..--'' - N s lii = 1111♦i1111♦im - -•' :111111 'a1111■1N11 1.":1 1m 11�' t�'r _ ..111111111 ii= .-- 71111111'3 •7111 - 1 111♦ 01 1�L �u�-•�- �m- 1 - �a! a!F!x X11 .1111 ■ ■ ■ ■ 0 1 E INEMBEMEMINE .No ■��■ ■ ■ ■� 111 1m1111111.IE111111111E. 1i1111m111. m1111111111111 111..1111.1.. E1111111111111 m1 ENIM 111..11 .11111 1111111111111111 1 ��111 11111111111111 J1111 r111.I 1r111Rm1 TE ■fi 1 111.1111111111 MM S1 • 111111m11111rm1 J1R11..S II EMMELIEE •••aPn I _ _ luLlu....I.�� - ��11 ► � 4 7nz. GENE 3UAREZ Salon and Spa Southcenter TUKWLA WASHINGTON SHEET TITLE FLOOR/WALL FINISH PLAN PHASE PRICING SET NO. 1 DATE OCTOBER 16. 1998 REVISIONS SELKIRK ARCHITECTS 118 North nth Street, Suite 205 See18e. Weahinglon 98103 Tel: 206-834.0177 Fax 201-830.0167 JUDY DAVISON INTERIORDESIGN 1155 19th Avenue East Seavle, Washington 98112 TA 206-323.3354 Far 204- 328-1829 0035 REGISTERED ARCHITECT SHEET NO. CITY OF -8211 OCT 2 2 1s PERMIT CENTER REFLECTED CEILING PLAN LEGEND FIXTURE /ACCESSORY LEGEND FIXTURE TYPE LAMP TYPE QUANTITY TOTAL WATTS A o RECESSED DOWNUGHT (1) PL T26W 12 312 UGHTOUER 8065/7126 B m RECESSED ADJUSTABLE DOWNLIGHT (1) PAR38 SOW 80 4000 UGHTOUER CAA6P38D C 0 WET LABEL DOWNUGHT (2) PL T13W 4 104 HALO IRIS 5/32T LUNA D to RECESSED WALL WASHER PL T26W 13 338 UGHTOUER 8086/7226 E o1 WALL MOUNTED FIXTURE PAR 20 SOW 24 1200 TBS F a TRACK LIGHT FIXTURE PAR 30 12 600 JUNO V691BL G 0 - PENDANT MOUNTED UGHT FIXTURE MR16 508 60 3000 NIEDHARDT 301P H c UPPER SOFFIT UGHT 32W T8 29 2610 UTHONIA S RAPID START J 04 MAKEUP LIGHT (2) F25T 450 RON REZEK 401 K El LAY -IN FLUORESCENT UGHT FIXTURE (2) F40BX 21 1680 FOCAL POINT L o HEAT LAMP (2) INFRARED 75W 3 450 BROAN 163 M E7 SOFFIT MOUNTED UPUGHT FIXTURE 32W T8 15 2250 EWPTIPAR 301 N =___. UNDERCOUNTER FLUORESCENT F13T5 4 26 338 NUUTE THIN UNE P 0-1 SHAMPOO UGHT A19 -75W 6 450 NESSEN NAW32 -CP R -0- RETAIL DISPLAY UGHT WSEC EXEMPT 14 TECH UGHTING MO -AFRO S 4 INCANDESCENT UP UGHT - -- 4 TBS WSEC TOTAL WATTS SUMMARY BEAUTY SHOP WATTS ALLOWED WATTS PROPOSED 2W X 8975 SF 17950 W 17782 W MATERIAL LEGEND X - 'E =" STEEL /BRONZE TRELLIS - - - -- WALLS TO STRUCTURE XREF9 CP -I, 86062254 PLOT DATE. 10 /16/98 ® EXIT UGHT EXIT UGHT MODEL GYP.BD. /VENEER PLASTER 2' X 2' ACOUSTICAL CEILING TILE AND GRID SKYLIGHT WOOD GRATE t' 0 31b n O iI Irai MIMILEEEEM fig$ 1 M immiNal UMS IMMIKaratEl MX= MEM . 00 • ©II®s IESt�i NUM uuiu I�Ii Iil•it ICE ON II!-I P!I MINIM mum U IU F %!r°/A IMIIMMW■ WAR. EMEM 0r©®©0© 11i�T� S GENE JUAREZ Salon and Spa Southcen ter TUKWILA WASHINGTON SHEET TITLE LOWER CEILING PLAN PHASE PRICING SET NO. 1 GEORGE H. SELKIRK STATE OF WASHINGTON DATE OCTOBER 16, 1998 REVISIONS SELKIRK ARC HITE CTS 118 North 351118144 SYIt. 205 Seattle, Washington 98103 ref: 206-834 -0177 Fax: 256834-0167 JUDY DAVISON INTERIOR DESIGN 115519th Avenue East 8nele, WaIhingnn 98112 Tot 206323 -3354 Pss 216. 328-1829 SHEET NO. Err O A2 PERMIT CENTER REFLECTED CEILING PLAN LEGEND FIXTURE /ACCESSORY LEGEND FIXTURE TYPE A o RECESSED DOWNUGHT B m RECESSED ADJUSTABLE DOWNLIGHT C m WET LABEL DOWNUGHT D ® RECESSED WALL WASHER E Oi WALL MOUNTED FIXTURE F c- TRACK LIGHT FIXTURE G 4- PENDANT MOUNTED LIGHT FIXTURE H C UPPER SOFFIT LIGHT J a MAKEUP UGHT K LAY -IN FLUORESCENT UGHT FIXTURE L o HEAT LAMP M 0 SOFFIT MOUNTED UPUGHT FIXTURE N == = UNDERCOUNTER FLUORESCENT P o1 SHAMPOO UGHT R - RETAIL DISPLAY LIGHT S Q INCANDESCENT UP UGHT IE EXIT UGHT WSEC TOTAL WATTS SUMMARY MATERIAL LEGEND I■■I O lt x °8 6 6 110900 GYP.BD. /VENEER PLASTER 2 X 2 ACOUSTICAL CEILING TILE AND GRID SKYLIGHT -- E_ - ° - STEEL/BRONZE TREWS WOOD GRATE - - - -- WALLS TO STRUCTURE %REFS: CP -1, BR022234 PLOT DATE: 10/16/98 LAMP TYPE QUANTITY (1) PL T26W 12 LIGHTOLIER 8065/7126 (1) PAR38 5014 80 LIEH1OLIER CAA6P3BD (2) PL T13W 4 HALO WIT 5/32T LUNA PL T26W UGHTOUER 8086/7226 PAR 20 50W IRS PAR 30 JUNO V691BL MR16 50W NIEOHARDT 301P 32W T8 29 UTHONIA S RAPID START (2) F25T RON REEK 401 (2) F4OBX FOCAL POINT (2) INFRARED 75W BROAN 163 32W TB EWPTIPAR 301 F13T5 ROUTE THIN LINE 419 -75W NESSEN NAW32 -CP TBS EXIT LIGHT MODEL: 13 24 12 60 9 21 15 26 WSEC EXEMPT 14 TECH UGHTING MO -AERO 4 TOTAL WATTS 312 4000 704 338 1200 600 3000 2610 450 1680 450 2250 338 450 BEAUTY SHOP WATTS ALLOWED WATTS PROPOSED 2W X 8975 SF 17950 W 17782 W D°0-0316 0) GENE JUAREZ Salon and Spa JUDY DAVISON Sou li ice111 er TUKWILA WASHINGTON SHEET TITLE VAULT GERM PLAN PHASE PRICING SET NO. 1 GEORGE H. SELKIRK STATE OF WASHINGTON DATE OCTOBER 16, 1998 REVISIONS SELKIRK ARCHITECTS 118 NoAh 35th Sheet, Saha 205 Seethe, Washington 98103 Tel: 208434.0177 Far 208-834-0187 INTERIOR DESIGN 1 155 19th AvevueC S Seattle, Wa 20 98112 T at: 206- 323 -3339 Pas 265328 -1829 3- 0 ,_ 0 1HG CIVIS SHEET NO. A232 flECEIVEO CITY OF TUKWILA OCi 221993 PERMIT CENTER _ r _ ' 4111116- 0 0 t; 4 - _ B.O. STRUCTURAL IS 4 R= 70' -0 ° T I ` O O O 3'_B" B � DEMISING WALL T MAINTEN'NCE SH • aspo 17' -0 +/- A.F.F. 15-6" +/- A.F.F. B.01 9' -0" A.E.F. F F. B.t. STRUCTURAL DECKING B. STEEL BAR JOISTS m SUSPENDED CEIUNG BUILDING SECTION 1 -1 SCALE: 1/4" = 1' -0" COLOR BUILDING SECTION 2 -2 SCALE: 1/4" = 1' -0" HEAD 0 RETAIL WALL. 8' -0° A.F.F. ADMIN RETAIL CHECK -OUT CHANCE B.O.CANOPY T.0.WALL R= 70' -O" e' —O" AEC L3 CO 000, 40 CUTTING 7 CHECK -IN T.O.BARREL VAULT Rn All EN RECEPTION HEIR VER R =18' 9' B" A. 0 8' 8" +/- ARCADE 14' 8' 0 +/- A.F.F. ' 6" +1 A.F.F. 2" +/- A.F.F. -8 A.F.F. -O AF.F. AE "A E. GENE JUAREZ Salon and Spa Southcenter TUKWILA WASHINGTON SHEET TITLE BUILDING SECTIONS SELKIRK ARCHITECTS 118 Nord, 35th SOaet, Suits 205 Seattle, Washington 98103 Tel: 206. 6340177 Fez 2064340187 JUDY DAVISON INTER1ORDESIGN 1155 19th As nue East Sea,* Washiegton 98112 TA 206-323-3554 Far 206-328.1829 PHASE PRICING SET NO. 1 DATE OCTOBER 16, 1998 REVISIONS SHEET NO. A30 OC1 pECE1VED CITY OF TUKWIIA PERMIT CENTER B.O. STRUCTUR B.O. STEEL BAR IISTS 1 w 111116.4 j m ° A < / � / T.O VAIII T 14 " -9 +/- A.F.F. 3' -0' O O L ' All' . R- 70•_0" _ '= 70 / \ / LT : • •, 11" 4 A.F.F. I= ,M, ■a 9' -8" A.F.F. OPENUTO MAKE-\P Ni OPEN \TO F¢OT SOAK '. EDAM !'WANG OPEN TECHNICAL ONWI S 11V138 //JJ TECHklICAL / �I HANP,00 \ / FOOT SOAK I SPA ENTRY RETAIL SHAMPOO CUTTING %REFS SCI- I,BRDR2234 PLOT DATE ■ 10/16/98 17' -0" +/- A.F.F. 8.0. STRUCTURAL DECKING 15' -6" +/- A.F.F. B B.O. STEEL BAR JOISTS 14' - +/ - A.F.F_ TO VAULT 9' -8" A.F.F F.F +/- A.F.F. 15' -6" +/- A.F.F. 14' -0" +/- A.F.F. 9' -8" A.F.F. F.F SCALE: 1/4" = 1' -0" 0 BUILDING SECTION 3 -3 BUILDING SECTION 4 -4 SCALE: 1/4" = 1' -0" PEDICURE MANICURE I�8 -orb 6' -8 AFT_ CHECK -IN CUTTING 0 (TRANSITION RADIUS) R= 70' -0 9' 8" A.F.F. 8' 6" A.F.F. TD WAI CUTTING 8 TYP S 9' 1 0 9 +/- A A.F.F. A.F.F. 9' -8" A.F.F. GENE JUAREZ Salon and Spa Southcenter TUKWILA WASHINGTON SHEET TITLE BUILDING SECTIONS PHASE PRICING SET NO. 1 DATE OCTOBER 16, 1998 GEORGE H. S ELKIRK STOIC OF WASHINGTON REVISIONS SELKIRK ARCHITECTS 118 North 350, SBeet Suite 205 Seattle, Washington 08103 Tel: 206.8340177 Far. 2068340167 JUDY DAVISON INTERIORDESIGN 1155 196 Avenue Hun Seattle, Washington 98112 Td: 206323 -5354 Fa=206328 -1829 SHEET NO. R ECEIVED A 3o 2I TMr 2N NI 3 PERMIT CENTER %REFS: SCT- 2,00062234 PLOT DATE: I0/16/9A SCALE: 3/16" = 1 -0" STOREFRONT ELEVATION ¶21 a-o3(6 N1FNA0E AREA (64 13228 W FAST. EXT. SOFFIT RE -FINISH W/ LIGHTING RECESS LOW E INSUL SAFETY GLASS TERT. BUTT JOINT EXIST. SIRUCT. SLAB CANOPY BACRSP SIR CERJNG ASSEIIRLY 1 /r GM 0/ SSIP_ CEILING MO 0/ STEEL HANGERS KIT/ TO STEEL WEB JOISTS /GIRDERS ® z WALL SECTION o STOREFRONT SCALE: 1/2" = 1 -0" //lfi f B.O 1LCAN0P� EVER 19Es T.0 FXIST. SI AR cb T.O. EXIST. PARAPET B.O. CORR. DECKING <a R.0 FX. RAR JOISTS OPEN CHANNEL LETTERS CONCEALE) RACEWAY FOR NEON SOUTHCENTER TUKWILA WASHINGTON BUILDING ELEVATIONS WALL SECTIONS SEPTEMBER 14,1998 6635 PERMIT SUBMITTAL 8ELKINKARCHITECTS 118 North 35th Street, Sege 205 Seattle, Washington 98103 055 MB834-0177 Far 2088344167 REGISTERED TLCT GEORGE H. SELKIRK STATE OF WASHINGTON SHEET TITLE PHASE DATE REVISIONS SHEET NO. RE CITY C oci A303 PERM 'MLA uuwlu 2 1943 CENTER L COSMO BRICK PARAPET T T ND "T—'Y- 1.4 -5 I I ONa°e. CEAlED RACEWAY { G E N E E JUAREZ T A R � f l - 5. -t--f- E Z - f— AL0i -�z—s I i{ r I RNO,ROPE I I EXMOOR POS 4 I { . ,l'f r I J I r c.AaRr - - -_ — _ I I I I I I I s PEEL ON lTj:i b F/ 1_ .91_.B • } Y — e \ \t\ _,, e S /\\ $•$,,,,,$ A ; � A MINIM I� I I I q m�frYl MN I EM I I I I f I I 1 1 1 III I I $ — 1 - 7 - 1 - 71 - 7 I I I ii " EN I I I I I I I 6e-0• I 1= r 1 T,P SIGNAGE CALCULATION sGTAGE ARM 35.25 aT 51EREFR00P ARM 2228 W %REFS: SCT- 2,00062234 PLOT DATE: I0/16/9A SCALE: 3/16" = 1 -0" STOREFRONT ELEVATION ¶21 a-o3(6 N1FNA0E AREA (64 13228 W FAST. EXT. SOFFIT RE -FINISH W/ LIGHTING RECESS LOW E INSUL SAFETY GLASS TERT. BUTT JOINT EXIST. SIRUCT. SLAB CANOPY BACRSP SIR CERJNG ASSEIIRLY 1 /r GM 0/ SSIP_ CEILING MO 0/ STEEL HANGERS KIT/ TO STEEL WEB JOISTS /GIRDERS ® z WALL SECTION o STOREFRONT SCALE: 1/2" = 1 -0" //lfi f B.O 1LCAN0P� EVER 19Es T.0 FXIST. SI AR cb T.O. EXIST. PARAPET B.O. CORR. DECKING <a R.0 FX. RAR JOISTS OPEN CHANNEL LETTERS CONCEALE) RACEWAY FOR NEON SOUTHCENTER TUKWILA WASHINGTON BUILDING ELEVATIONS WALL SECTIONS SEPTEMBER 14,1998 6635 PERMIT SUBMITTAL 8ELKINKARCHITECTS 118 North 35th Street, Sege 205 Seattle, Washington 98103 055 MB834-0177 Far 2088344167 REGISTERED TLCT GEORGE H. SELKIRK STATE OF WASHINGTON SHEET TITLE PHASE DATE REVISIONS SHEET NO. RE CITY C oci A303 PERM 'MLA uuwlu 2 1943 CENTER I _ 1 n C L COL. GRID I I TY—O' 10' —U' = 0' - PILE - -- THICP COL. S TRIP MIDDLE STRIP COL STRIP I 1 n I I I I I MIDDLE STRIP COL STRI r - -- I I _J I 1 4 SIDES j � 1 L__J 1 L - 1 J REMOVE & F W/5 "(MIN BE LEVEL W, FIN. SLAB El +11/2 ° ® NO OVERCU7 ALLOWED, UI THOLES FOR ,0 -,01 - - -� 1 1 ' r L COL. GRID I I 1 L 2_J 1 0 L -- I .1 L_ L I _1 J VERT. STRUTS AND CABLE SUPPORTS PER DETAIL 1/ A304 1/2 GWB PXIST. STRUCTURAI ASSEMBLY CORN. METAL DECK 0/ STEEL 14E8 JOISTS/ — SECTION GIRDERS CEILING NOTE INSTALL PER UBC STANDARD 25 -2. SUSPEND LIGHT FIXTURES BY INDEPENDENT WIRE SYSTEM NOTE REFER TO DETAIL 1/A304 FOR STRUCTURAL STANDARDS AND SPECS. WHERE WIRE HANGERS ARE NOT PRACTICAL, IT IS ACCEPTABLE TO SUBSTITUTE BRACED CHANNEL STRUTS PER ASTM STANDARD C754 SCALE 1" = i' -0 SUSPENDED CEILING @ VAULT MAIN RUNNER AT 4' -0 ON CROSS RUNNERS AT 2' -0" OC ONE WAY 111=111=11 =III 11=111=1[1='i — 1= 1! 1 1 1 1 1 " =I 11=111= I '= I II SECTION .1 SLAB OPENING SCALE 1 1/2 = 1' -0 TREF& 89082234 PLOT DATE; 12/18/99 SLAB OPNG'S FOR MECH. ACCES -PLAN SCALE 1/8" = V -0" COLUMN CAP ENED SLAB EPLACE SLAB NEW V. COL'S E CORE TR ANSITIONS lAfrObfb COP. EA. FLUTE OF DEC CRYSTAUTE SKYLIGHT UNIT INSTALL PER MFR. SPECS S.S. FLASH & COUNTER —FLASH CANT STRIP SHAFT FRAMING/ INSUL ROOF TO MATCH EXIST. EXIST. DECK STRUCT. FRAMING TOP CHORD 0 /8 SKYLIGHT CURB 3 04 SCALE 3 " =l' -0' "L 4X X 1/4 CUT VERT LEG & BEAR HORIZ. LEG ON JOIST (LOCATE UNDER RAISED FLUTE OF DECK) SCALE 1 1/2" = 1' -0" EXISI. DECK ROOF OPENING FRAMING 1 2 CEILING NO INSTALL P SUSPEND WIRE SYS SEE NOTE ATTACHM UBC STANDARD 25-2. GHT FIXTURES BY INDEPENDENT 4' -0' ELC. 1:6 UNIT MAIN RUNNERS AT 4' -0" ONE WAY CROSS RUNNERS A CC ONE WAY 4' -0' O.C. 12' -0' O.C. EA. WA ( SUSPENDED CEILING - LATERAL BRA SCALE 1/2" = 1' -0" 8' MA 3/15' 6' -0' MAX.. OP. PITY MAX CUT DECK R CPEN'G. 1/4 X 3 X O" -3" R CORWI. VERT, STUD 0 12" -0 EA. WAY, c—O" WAY FROM 'WAIL 02 HANGER BIKE 04 12' DA_ EMT. PERIJTE FILLER EXIST STRUCTURAL ASSEMBLY CORR. METAL DECK 0/ STEEL WEB JOISTS/ W— SECTION GIRDER 4 ROOF OPENING FRAMING SCALE 1/2" = 1' -0" VINYL TILE FLOOR FINISH SYSTEM FIRE TREATED (ET.) 5/8' T & G PLYWOOD, APA UNDERLAYMENT GRADE F.T. 1 X 4 STRIPS 0 12" O.0 F.T. SHIMS VAPOR BARRIER EXISTING CONC. SLAB PLYWOOD SUBFLOOR SCALE 3 " =l' -0" RAISED CURB AT SKYLIGHT L 4X 3 X 1/4 X6' -2" LENGTH AS REQUIRED CITY OF TUKWILA APPROVED DEC 3 0 1998 AS NOTED BULDIK:3 DIV191CN GENE JUAREZ Salon and Spa JUDY DAVISON Southcenter TUKWILA WASHINGTON SHEET TITLE DETAILS NO1E SEE TENANT C FISINOCRON 8814818. FRONDED BY LANDLORD FOR 540RE INFO. PHASE CONSTRUCTION SET NOVEMBER 6, 1998 A304 DATE REVISIONS PERMIT REVISION DECEMBER 18, 1998 SELKIRK ARCHITECTS 118 North 3511, Street Sidle 205 Seattle, Washington 98103 AL• 208- 834-0177 Far. 206.8340187 NNERIORDFSIGN 115519th Avenue East Sack, Wa,hiogmn 98112 Tel: 206323 -3334 Pam 206 -328 -1029 SHEET NO. REVISION N0. 1, ©1996 SELKIRK ARCHITECTS %REFS FP -I, LEND-FP, 88882234 PLOT BATE: 10/16/98 LOBBY ELEVATION -WEST SCALE: 1/4" = 1' -0" TECHNICAL - 121 -EAST SCALE: 1/4 = P -0" CUTTING -WEST SCALE: 1/4" = 1' -0" EN TO HAMROO /0 / 0 \ / OPEN / TO LO5E8 / TYP. \ / \ / PEN TO HAMPOO /0 / I / I / I 12q5--031b / OPEPY/ TO COMPU I / I / OP TO ALL —190 v v OPEN TO TECHNICA_ A40F O RETAIL -1048 ELEVATION - EAST SCALE: 1/4` = r--O"' FETA1L RET/A LAW SEE A 609 Cifl OF N'I1`NI'.A APPROVE NOV 4 1998 6.1; O NION GENE JUAREZ Salon and Spa Southcenter TUKWILA WASHINGTON SHEET TITLE INTER ELEVATIONS REGISTERED R TECT GEORGE H. SELKIRK STATE OF WASHINGTON PHASE PRICING SET NO. 1 DATE OCTOBER 16, 1996 REVISIONS SELKIRK ARCHITECTS 118 North 35th Smash Suite 205 Seeele, Washington 98103 Tel; 205-834-0177 Far 208 - 8340107 JUDY DAVISON INTERIOR DESIGN 1155 19Th Avenue Ent Stank, Washivgrov 98112 Tc1: 206323-3514 F..204328-1829 SHEET NO. RECEIVEC A 401 °m of ru '9193 OCT 7_ 2 1998 PERMIT CENTER 6j •1 U6 j Bj T 11.6: �.111 110 G 7.9.11 MA 1g V• . - � :1 SB 9V5 bcA i I B _Ijl. K _5 K • Ij 112 5 ' _ 110 G ._ 1 22 3 Ile MI& G s 122 12n 8 128 UL SFTF °00 X59 i0( !I j 1 SNITCHER& '58' (SEE DETER -18S DWG) ELEC RECEPTION 4.1 P34- 8.10.12 MA SET SMS ion 1x B ' B 4 LOCKERS 26F 2a LIGHTING FLOOR PLAN SCALE: I /8" =1-0" D1-o31 P30- 1315.17 NA 99 SITS 4.i1.11 a a al 0 0 0 LORIS BY LANDLORD (IPWA) \. CORRIDOR/ WEPT/ 01414E/ SPA/ CL70ER CUBING CUTTING TECH r NOECT DECK -81 TETN. 0ECK -WT ROEECT NORM SOFFIT SCOOT 120V P34 -1 120. P3A-2 120V P34-7 1201 P3A-6 1261 P34-8 1212 P34-8 120v P31 -11 c d s CU1ING ammo MIYCUE/ 111 CUING 113 NOT SOAK 1142 -1P 901E00 112 914400 120. P34-10 P38-13 120v P3A-12 1202 P34-13 120. P38-14 SINITCHBANK DETAIL HD SCALE 1202 TECH TECH TECH 9W00/ M0 0 500016 ORIFRS 1202 P3A-I6 P 1281 P34-17 M1 1202 P312-18 TYPE ITESCHETKEI LIGHTING FIXTURE SCHEDULE INTBDOR WATTS �BMML UAi A RECESSED COMPACT FLUORESCENT UOWMIGHT. 1112680. 26 6 RECESSED ASUUSTAMS INCANDESCENT DOWMIGI. 11150W PARS& 50 RECESSED COMPACT FLUORESCENT WET LABEL 1211380. 26 OOWNNOHT. D RECESSED COMPACT FLUORSCErt W11WASHEW 11126W PL 26 E WALL MOUNTED INCANDESCENT. 11150W PAR. 50 F LOW VOLTAGE TRACK UGH!. I1150W MR16 50 Per HEAD G PENDANT MOMNIED LOW VOLTAGE FIXTURE. 11150W MR18 50 H INCANDESCENT UPPER SOFFIT WAIL SCONCE 11190W PAINS 90 J WALL MOUNTED MAKEUP LIGHT. 121F2ST 50 K T:2'2-LAMP LAY-01 FLUORESCENT. MIRO. 80 L HEAT LAMP. 12175W 150 INFRARED M SORB MOUNTED METAL HALIDE UHIGHF. 1111508 M.H. 150 N 2•.INDER000NIER RUORM. . I11F13T5 16 NI 3• UNDERCOUNIER FLUORESCENT. 0126W 28 122 s UNDEHCOUNIER FLUORESCENT. 11132W 32 P WALL MOUNTED INCANDESCENT SHAMPOO LIGHT. 11175W A19 75 R RETAIL DISPLAY LIGHT. 75W MAX 75 EXEMPT X EXIT LIGHT. 01 DIRECTIONAL EXIT LIGHT. EWIIVC ELECTRI 11V 539 MAIN STREET, EDMONDS, WA 98020 FM (425) 778 -3711 PHONE (425) 775 -3773 GENE JUAREZ - SOUTHCENTER TUKWILA, WA LIGHTING PLAN ECEIVED CITY g OF TUNWIUT F .CT221323 PERMIT CENTER DESIGNED MSC DRAWN- COP DATE 10/16/98 REV: JOB NO 98046 E2 SYMBOL LEGEND RECEPTACLE CUTLETS CIRCUITING 1® • 6 9 I@ ® ® • 4 O DUPLEX DOUSE DUPLEX cure 56104E SPECIAL PURPOSE FLUSH FLOOR OUTLET Box TELEVISION . mom TELEPHONE/DATA JURCUON BOX 8110 BUM( COVER — WRNG WMCFAEED DI CLG. OR RAE WIRING CONCEALED N FLOOR 4 — R0. OF COIOUCIORS — 868101 CROAT HONE RUN —4 GROUNDING ELECTRODE 00161X10 OUTLETS 0 SURFACE OR PENDANT MOUNTED 0 RECESSED I I SURFACE OR PENNM FLUORESCENT SWOCH OUTLETS LCJ RECESSED FLUORESCENT t-0 FLUORESCENT OPEN STRIP ® EXIT UCAO S 5, S, S. U, SINGLE -POLE DOUBLE -POLE THREE -WAY FOUR -WAY DINLFR 5 PILOT-WHIM Sa REV - OPERATED Sp LOW VOLTAGE S. MASTER 0 PUSIIWOCN WOEMPi10lIS CAT. CIRCUIT AL. ALUIJIMIM CO. CONDON WY W. COPPER N.L. NOR 0GHT AP. DEANER PROOF P4N080IAD5. SWITCHES & EMMERT RDOOBNAL MEANS G ® 6 p1 ©L ®I 4 0 0 CONTROL CENTER SWITCH CIRCUIT BRENER PANEL SWITCHBOARD CR MOTOR 1011016. GIBBET =081m 518TW FUSED BCCYKIECT SORTER WM8. STOWED & DISCONNECT FAK CONNECTION MOMENT CONNECTION MOTOR COMFCDOII TO DEDICATED OUTLET IBC OUTLET MOUNTED FLUSH 8 CABNET OR RECESSED CLOCK OUTLET 0 PORE -TSRU DEVICE 6j •1 U6 j Bj T 11.6: �.111 110 G 7.9.11 MA 1g V• . - � :1 SB 9V5 bcA i I B _Ijl. K _5 K • Ij 112 5 ' _ 110 G ._ 1 22 3 Ile MI& G s 122 12n 8 128 UL SFTF °00 X59 i0( !I j 1 SNITCHER& '58' (SEE DETER -18S DWG) ELEC RECEPTION 4.1 P34- 8.10.12 MA SET SMS ion 1x B ' B 4 LOCKERS 26F 2a LIGHTING FLOOR PLAN SCALE: I /8" =1-0" D1-o31 P30- 1315.17 NA 99 SITS 4.i1.11 a a al 0 0 0 LORIS BY LANDLORD (IPWA) \. CORRIDOR/ WEPT/ 01414E/ SPA/ CL70ER CUBING CUTTING TECH r NOECT DECK -81 TETN. 0ECK -WT ROEECT NORM SOFFIT SCOOT 120V P34 -1 120. P3A-2 120V P34-7 1201 P3A-6 1261 P34-8 1212 P34-8 120v P31 -11 c d s CU1ING ammo MIYCUE/ 111 CUING 113 NOT SOAK 1142 -1P 901E00 112 914400 120. P34-10 P38-13 120v P3A-12 1202 P34-13 120. P38-14 SINITCHBANK DETAIL HD SCALE 1202 TECH TECH TECH 9W00/ M0 0 500016 ORIFRS 1202 P3A-I6 P 1281 P34-17 M1 1202 P312-18 TYPE ITESCHETKEI LIGHTING FIXTURE SCHEDULE INTBDOR WATTS �BMML UAi A RECESSED COMPACT FLUORESCENT UOWMIGHT. 1112680. 26 6 RECESSED ASUUSTAMS INCANDESCENT DOWMIGI. 11150W PARS& 50 RECESSED COMPACT FLUORESCENT WET LABEL 1211380. 26 OOWNNOHT. D RECESSED COMPACT FLUORSCErt W11WASHEW 11126W PL 26 E WALL MOUNTED INCANDESCENT. 11150W PAR. 50 F LOW VOLTAGE TRACK UGH!. I1150W MR16 50 Per HEAD G PENDANT MOMNIED LOW VOLTAGE FIXTURE. 11150W MR18 50 H INCANDESCENT UPPER SOFFIT WAIL SCONCE 11190W PAINS 90 J WALL MOUNTED MAKEUP LIGHT. 121F2ST 50 K T:2'2-LAMP LAY-01 FLUORESCENT. MIRO. 80 L HEAT LAMP. 12175W 150 INFRARED M SORB MOUNTED METAL HALIDE UHIGHF. 1111508 M.H. 150 N 2•.INDER000NIER RUORM. . I11F13T5 16 NI 3• UNDERCOUNIER FLUORESCENT. 0126W 28 122 s UNDEHCOUNIER FLUORESCENT. 11132W 32 P WALL MOUNTED INCANDESCENT SHAMPOO LIGHT. 11175W A19 75 R RETAIL DISPLAY LIGHT. 75W MAX 75 EXEMPT X EXIT LIGHT. 01 DIRECTIONAL EXIT LIGHT. EWIIVC ELECTRI 11V 539 MAIN STREET, EDMONDS, WA 98020 FM (425) 778 -3711 PHONE (425) 775 -3773 GENE JUAREZ - SOUTHCENTER TUKWILA, WA LIGHTING PLAN ECEIVED CITY g OF TUNWIUT F .CT221323 PERMIT CENTER DESIGNED MSC DRAWN- COP DATE 10/16/98 REV: JOB NO 98046 E2