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HomeMy WebLinkAboutPermit D99-0404 - ITT - Walls• ITT City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature:_ WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 271600 -0070 Address: 12720 GATEWAY DR Un: 100 Suite No: Location: Category: AOFF Type: DEVPERM Zoning: C /LI Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: PRECIBI151C2 DEVELOPMENT PERMIT t (206) 431 -3670 Permit No: Status: Issued: Expires: D99 -0404 ISSUED 01/06/2000 07/04/2000 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERED .0 South: .0 East: .0 West: .0 Sewer: SEPTIC Slopes: Y Streams: OCCUPANT ITT Phone: 12720 GATEWAY DR, TUKWILA, WA 98188 OWNER KAISER GATEWAY ASSOC C/O BEDFORD PROPERTIES, 12870 INTERURBAN AVE S, SEATTLE WA 98168 CONTACT GREGG PERCICH Phone: 206- 624 -3210 603 STEWART ST #707, SEATTLE, WA. 98101 CONTRACTOR PRECISION BUILDERS INC Phone: 206 878 -2948 PO BOX 98609, DES MOINES WA 981980609 * ** * * ** * * * * * * * * * * * ** * * *** ** ** ****************** A*** * ** ** * ** * * *A* * * *A*A * *** **** **** * k Permit Description: TENANT IMPROVEMENT INCLUDING DEMO WALLS & ADDING NEW WALLS. ***************************************************** ** *** * * * ** * * * * * * * ** ** * * ** * * ** ** Construction Valuation: $ 120,000.00 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: End Time: Land Altering: N Cut: Fill: 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 ***************************************************** * * * * * ** * ** *** ** ***A****** * * **** TOTAL DEVELOPMENT PERMIT FEES: $ 1,828.99 ************************************************* ** ** ** * ** * ** * * * * * *** * * ** * * ** * ** Permit Center Authorized Signature:_ Date:H I hereby certify that I have read and examined t is 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 it. Print Name: / L61212! ..6LL,4e4L 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 Permit No; 699- 0404 Address: 12720 GATEWAY DR Un: Suite, Tenant Status: ISSUED DCVPEPM Applied: 11/09/1999 Parcel #: Issued: 01/06/2000 'k k k *: * * * * * **•k * **-k* ** *k **•k * * ** k'k * * ** ** *** * *** k*•k**•k•k k k*** *`k**** k k* k*** k***•k Permit Conditions: r. 1 .. ;.o changes will be made to the plans unless approved by the Engineer .and the Tukwila Bu lding Division. All permits, inspection ; re,cor•ds, and:: approved plans shall be available at the 7-ab s i"te prior to the start :of any con - struction. Thesedocument 4 are to be ..maintained and avai 1- able until final inspection approval is granted E lectr�i ca1, per ts shatl be obtained: thr.ough`the Washington State Division of Labor and. Industries and 1 He electrical work will `'be inspected by that agency :(248-6610) ;, Plumbing : per,mits sh l l" be obtained through' the Seattle King County 'Count■ii of Public ; Heal th,. Plumbing will -be :inspectedby that agency, including all gas piping (296 4722). . A11i'mecha0cal -work shall be 'under separate permit issued by 'the City of7 Tukwila .. AWConst.ruction to, be done: in 'Conformance with approved plans and requirements 'Of the Uniform ;Building Code (1997 Edition) amended, Me,chanlea1`Code (1997 Edition) • ) , and;Washington. State • Energy' (1997: Edi'.tion) . • Vali d i ty;,,of Permit. . The' , , of a permit or approval, a p la n s, spe.cifica'ti;ons, and: shall not be con - strued to be a permit „fo,r.-, or4 an .approval ..of, any violation: o:f any t f the prov.'i s i ons of the ` -building Code or of any other ordinance of, the jurisdiction.. No permit presuming t give author i;ty'to ,violate or cancel : the provisions of this - .code.,•,s�hal:l : be valid. Project Name/Tenant: 1 TT' Existing use: DI Retail El Restaurant El Multi- family El Warehouse ❑ Hospital ❑ Church El Manufacturing El Motel /Hotel 34 Office ❑ School /College /University El Other Value of Constructs ? j Zv DDO Site Address: City State /Zip: i2Lte 61i, kM oziv' It mt.& WA Tax Parcel Number: ''1.l I loo - 0010.00 r: K Property Owner: J.. �U-W t 2:12: Existing fire protection features: A sprinklers ❑ automatic fire alarm El none El other (specify) Phone: WO- 2.4.1- o% v It Street Address: na∎wei naive is IDS 4f City State /Zip: 'Nob Fax #: Leto. �t r Wit Con 1) 1%6 Ml/45D Phone: Street Address: City State /Zip: Fax #: Architect' T A''�{1 ' U Phone: n w CO (lot, WO SL10 Street A dress: Cit State /Zip: X03 s air A,r• fan / A u4 ° � ' A Il Fax #: Stab ret4 tL4'% Engineer: e tc ,- t4 \V , Phone: Z v P 5 1 Street Address: �0 ! tjllGbD (,�A Afli �l y 2dc City State/Zip: i�t i Fax #: �y 2d[1• :j • 111# A Cont t f oratteit+ Phone: WI, CO 32A b Street Address: Cit St ate /Zip: s at% t 2 r 4: Iho, ' ' - 1 tot Fax #: zoco WA 3 Description of work to be done: l .tr 1M I.OUSSh ►[]"' . LernD WaAk S c ckdl ne cA) voaA t , Existing use: DI Retail El Restaurant El Multi- family El Warehouse ❑ Hospital ❑ Church El Manufacturing El Motel /Hotel 34 Office ❑ School /College /University El Other Proposed use: ❑ Retail El Restaurant El Multi- family El Warehouse El Hospital El Church El Manufacturing El Motel /Hotel Office El School /College /University ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? El yes A no Existing fire protection features: A sprinklers ❑ automatic fire alarm El none El other (specify) Building Square Feet: CA 1St) existing Area of Construction: (sq. ft.) 1 oo Will there be storage of flammable /combustible hazardous material in the building? El yes gl no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Date al V pli alto cep , * Date ap atiorotaclires: r • ; Applic ! dr}.yken by: (Initials) CITY OF 'KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 CTPlRMIT.DOC 1/29/97 FOR STAFF USE ONLY Project Number: PermitiNumberI, 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 determined by the Public Works Department) Commercial / Multi - Family Tenant Improvement / Alteration Permit Application El Channelization /Striping El Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Landscape Irrigation El Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only El Water Meter /Permanent 8 Size(s): El Water Meter Temp # Size(s): Est. quantity: gal El Miscellaneous El Flood Control Zone ❑ Hauling Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Schedule: PLEASE SIGN BACK OF APPLICATION FORM BUILDING O NER OR AUTHORIZE AGENT: Signature: f1�l� , ■ � [tit/ ∎ .. Date: / . c /,1 �� . Print name: 1� V ' tl4� TTuna, Phone: 20 (Q 3Llo Fax 4 F tbou (e2/4 #2,2741 Address - I Cit /State /Zi 1 y G-,FAim i) WA %ltll &D 3 vl o Ait r 61 ALL COMMERCIAUMULTI -FA MIL ENANT IMPROVEMENT/ALTERMION PERMIT APPLICATIONS MuST tar SUBMITTED WITH THE FOLLO G: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ • ❑ Complete Legal Description Meg, /O ❑ Itletros Nd)t- Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Forrn•H;1,3).•Business Declaration required,(Formtir ;10 }.l • :;' j ;, :; ' .T;•f, �. �, -•+ Four (4) sets of working drawings (five(5) sets for structural work), whi.•//•' ** '�{�{ inc(t(de :. �.. to-j: r, n ❑ ❑ Site Plan'(inadir existing fire hydrant location(s) North arrpW •' ;�.•r• • �?(?'; �• er g �f ?;; ;' A 2. Property lines, dimensions, setbacks, names of adjacent roads, any props ,ed p; e4gsttctp easgrrapnts 3. Parking Analysis of existing and proposed capacity; proposed stalls withclitheis oris 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) '6., oca ion and screening of outdoor storage (change of use dt�t 1, ', r" ''• ''' \ �• !. 7 :2'' ' 7. 'limits of clearing /grading with existing and proposed topography at 2' irrtervals 5' beyond property's ', J. bo..,undaries . • • .."A " : , • . 1 8.' Identify location of sensitive area slopes '20% or greater, wetlands, watercourses and their buffers (change of •,,.•�,� ;o't21y�; •..,;••; '' ; .'• . • ;';'t► , • , • /.: •t 9. " Identify location and size of existing, trees that are in sensitive areas rid buffej1 Ml9 18,45.Q40), of 1hose,•identify 11y.size and speCI Nhich•afe to grid save' " � •). • ' 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterjo'r chagtee '.of use only)' 13. Location,and.gross floor area of existinggtruct} are.with dimpoftons end setbadk, ' .' ,;, r• ' , 2: ' "Lowesf finished floor elevation (if in flood controf'zone) • 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- ❑ ❑ 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 matetials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details :,details of sprinkler hangers, specifically penetrations iructure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating suOply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. C'!'PE■MIT.DOC 1 /29/97 - "," - ,;;• - '") 7 * * *•" *,fir * *.tiA46* * *. * *4`** *11'4 * 5 k**#kit * * *ttd.4 * * +41,1\1% * *A *n H or ;ruKwILia. �Ir c Y Ct -0�-(C -� rfzr�r�s►�x r .Ait•k.k.Al 9ck4k.k• ** *4Aiti,h�..Ak*�t ***+4* V*** fi*** �I•*e ��t*4•. A,* *.t*is**►t•si�t•�h1.•kA.kikk*4• f12F?i� "l4 T.r t1urub?r,a R9800213 . A�no�.�n�`: 1. 11.0..25. :01 /016/00 13:44. Paw'nneltt .h thocl : Cl;Et. K Mc:tat i on: P.KULI A CFI3 1 EC F U R 1•LII fi t Nerd • 099-0404 .. 1'v'pe. CC'. PER M.. .•DEVI:•I..rlPMEMT TEA N1T' ;PcirOil i2L.: 271t,00...: ?0 5it;'e Hddrr:s�:;. 1.�'7:!t? Gta {'EYtF3`r DP. St: Fl : Un: 100. Ta.t«1 Fees: 1.828.99 TIh•i is Pdvment 1.110.'25 Total ALL Pints: 1.820.99 HaIccnce: .00 ** *•* *A *k *A * * *k•Akh•A4** AAA*** AA kAk: tk• kAtkk. kkkktlkkk:k:kAkk*Ak•4k.tk4*AkE Account Code t}eec:r i pt i an (m VT' 1t 000/32:!.100 U U tLI ?X110 1dCNlt•E5""` 1.10b.75 000/306.904 STN1 E fil.11;I..t)J NO ,iURCFIANUL 4.'00 0271 01.107 9717• • TOTAL 410.25 ^e` ,t'S.;n: -:s v,r fry.•a'...'.1..; 1, 'Ai,Gcj:,;. II1.. •. ..t.N:. � ?i Pit vm ent.. 718. e Akkk 4 7t::1; kA • :k41F*4 4.:*i.k•k k4 ' k44 A hA . * kk*: 4A 4A* A4:*:k•A *tr:A *,OF: :. C 1 1 G, f 1 l l: l�I ] L f� r I� Nt rl �i :A A�kA* X44; :4'•..kkk;A�rA•khkAh4,..,*•k'>M• * 744• b.* 74' A�iC'. Ah *.k71kI.k:A.A:4:k:h;l.k.�.k4•k: khi*�; � 4 1p0NS4IT' i u nb ;00i83 ':inicur1 i1. f1. 74 1.1 .O')/99 i X41 Pit meet tlethnd: CJ1LG1( 1401;;- tine:: PUB i '111 'f'L13 • 1 t loo . '1)./.pc 0E9 HERM 0EVEL:tPIiG:td'C PERMIT I' � ce -! i�ld: 271GOt' 0( 7O 5 - te.�Rdr.1re.s!w 12720 tGATE1W(Y 012 81;M t'1c Una, } I• 100 ' o �l 1 e e (� .i M ,1:,828.99 L. Prnt 716.74 13Ftlanger, . A110.25 . '40:0* *** *r*A * *v4 tAA * *'A v.*** * ;Vit* A**** k* 74*tiA>A•o4*01,k * *. * **A*** *A**** **.Ale • • Ificcnrt.nt: C act .e lie5c :ri1)t;1on 000/345,,,.f .130 PLAN : - G CG.I( -- t'10IIRL Amount 718.74 0693 11/10 /710 TOTAL 718.74 Prp .. � Type o section, r es/rs: Air A Date Dat. Dat all /� /o - Speci I instructions /-- wanted: 3 I r 7 �� 0 a.m. ( Requester: / 11/ Phone: 6 -396 —/ xareww.usr'rema INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ap proved per applicable codes. I (206)431 -3670 Corrections required prior to approval. COMMENTS: 07e,e6677I716 'von_ # cp (,c4 eQt F�1,e„ it/AL Inspe ,4/i I Daleq-4 Receipt No: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ITT Type of Inspsstion: , tl.inCt t Address: Date called: aqii.ifOo Date wanted 10115100 a.M. Special instructions. 3 t C be.f-e-e-e . t ek/t, Requester: Phone: a , _ Ub--.46 tr .Xper.* • • El Approved per applicable codes. 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 COMMENTS: 1) )0 ri Q7z- coAl Aetz.,4(,diA 2// hi /(" 3 -- ; S (72, ,s /1 A'4,a% Inspector' Date: Corrections required prior to approval. El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of�+l `J ti•X . _ ,/ � : I --fC /� do , c�3 Date called: 03/0 Date wanted: a.m. t/J /� /l.N P.m. Special instructions: pQnasc cael • Requester,; , .2... 249,;4--..), . ,-.1,;',9-% "7,4egeeed 4.7 ' P j- i d l ,e,--0.1 e h,, X1' - 1 ).3.- 7 -, 9 d4 fl e,� 2 c' 97Q 9 J "ii s kft• '7 // ALIMII_ / A I 41 ,i; ' 4.40(.4/ ed d 4 /sue.. - � I ���/ . ✓ .IG�► : I • -rte - Project: �I Type of�+l `J ti•X . _ Address: Ic 7(:20 eCtgOfe 6 Date called: 03/0 Date wanted: a.m. t/J /� /l.N P.m. Special instructions: pQnasc cael • Requester,; , Phone: n - 3c?6r 15 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERk4IT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior Yo approval. 0 $47.00 REINSPECTION S EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: - to schedule reinspection. Receipt No: Date: Project: Type of I spection: �'.' d(ti Address: Date called: 1 oO Special instructions: u Date wanted: a.m. 4- ,Q„ Requester: TN a Yri n Pho ,`7c A601O INSPECT ON NO. CITY OF TUKWILA BUILDING DIVISION i .. 6300 Southcenter Blvd, #100, Tukwila, WA 981881 '1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: E] $47.00 REINSPECT! C1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. PERMIT NO. (206)431 -3670 P i T ie of InspW io t radu A d ess: r� 0 oia-e Dr' Date c I d:a 1/00 Special instructions: . Date wanted: ' / m r /4 / a. a) �m Requester: Phone: 30& 3W isa $ t INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. • PERMIT NO. t (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i 4, PAM D $47.00 REINSPECTIO AEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No: Date: } ect: . Pro .-.. ' A. \ T a of ns ectio : e t �s�% - O(�tC Address: I0'?rQ (7(c e(A'&t Date called: 4- 08=tOj Special instructions: .I' / 'f C4) < Date wanted: c.•09- 00 a.m._ , Requester: `---\ . Phone: 40(0 2)q 16_P3 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. (206)431 -3670 Corrections required prior to approval. COMMENTS: 0(�./ ,� Z ag4( C • Inspector: Date: n-, -rl -tea El $47.00 REINSPECTION -REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project-; - ) ..._ A�td�ess: c _ Special instructions: # IOC) I< Approved per applicable codes. a of Inspection: Date cal ed: - - pc) Date wanted: Requeste Phone: r)(r, . fi t ( l 6p.6 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTI SST E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ins r7*i"`L "t"Y #���`'� � `� ;Project Address Sprinklers: .� Fire Alarm: Hood & Duct: P/ Halon: /•./ Monitor: Pre -Fire: 4/ Permits: Authorized Signature (_INALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT. FINAL APPROVAL FORM , 72o 6 41401.1 ) e , Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued 6- T-A) 5/ 2, John W. Rants, Mayor Thomas P. Keefe, Fire Chief Name I 7 T Suite # 3� / D to Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 375 11/09/99 10:11 FAX 2065226698 NORTHWEST ° GATEWAY CORPORATE z CENTER BLDG. 7 CONTENTS: ITT TECHNICAL INSTITUTE TI) TUKWIL.A, WA STRUCTURAL CALCULATIONS November 9, 1999 ENW Project No. 87095007 Code: 1997 UBC ENGINEERS NORTHWEST, INC. P.S. • STRUCTURAL ENGINEERS 8169 WOODLAWN AVENUE N. E. SEATTLE, WA 96115 (206) 625-7660 FAX (206) 5221698 .4001/004 RECEIVED OITY•OF TUKWILA NOV 09 1999 PERMIT CENTER ',EXPIRES 7/28/ I?O ROOF SUPPORTED FOLDING PARTITION 1- 3 �1q -040 -I o f 11/09/99 10:11 FAX 2065226698 ENGINEERS NW 4UU1 /UU4 ENGINEERS-- NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX *(206) 522 - 6698 Joel No. SUBJECT • JOB NAME G "19Y CO gran Are r'A/tk. .Tr Qt o C J4OO F 10 Pr1tt 6.0 FOLo/ vt P19Arl /I ; ,€ a7. L/& : 70 1 , _tr Tom' Jr. 37 2.2k 7 G✓r` .i /,.. Z71 r ,Cf > R•,w � so/re W« •/ /•.. : 1ft If „4f ivr K= ?i° ROOF Ot. r /Z / .if 41. 7.s f rL _ 37 10'4 1,ivrt : 1010 INArt,Eo 197 a A orA eE ,r 7.IJ r.!• worts; CAJ( LOAD : f�1 c $ J c 0.77 cJ U 0.77 (70) s ryiaf • KJE Co PIP 6, /mac . CAIE 0 loc /a6 PA2T/r/0At ri (go)(27) PArtr,rioa « CTRAcri ro C AJE : ('A E1cr £r+oEO v / n '10 . DATE //- r - ' SHEET / OF - L BY • , I . . . . • • \ ..I ., = Co ( ?F Y) = No rt. P = lo ( y) = 2 ya e 6o (y) (Z• t../ re. - :7 (.t): z.uy ptf ti rv►Jr ro.t'.e � /�i�:� o. .r (rotr) s /2S'y l' Pia Ars J/ I N €K IHg4 FOIL /'1aM(cN•r/fyA"AIt `I ElG.f L7 ' ENGINEERS NW ( Il1003/004 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 11/09/99 10:11 FAX 2065226698 Joe No. SUBJECT JOB NAME A r EivAy CAIE Q s NFA L 14ro CAt E (D 39 h9+1' .fir' rz rarer/ r /oM rorr /'1 FCr.a/ = V2pY2. /64 C /'1a (ha t y 4•"-. o GAJF(,I o k 140 ty0 1yo Lys .Zz 1 1 _ Zo Y /.1E DATE SHEET Z OF BY ?. L. VV., 11/09/99 10:11 FAX 2065226698 rr '{ \. ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 • SEATTLE, WA 98115 - (206)525-7560 - FAX (206) 522 -6698 JOB No. JOB NAME CA F_ l'✓A SUBJECT xeer J- rz rAicr,r16a 11A /N Ili, r/+aRr /«OJI/`1Fr1S) JEJ /G /`lA .rarroMf Cad!! P\. E'\ (Md. S —? P r rl = n,Yi (I.23-) = tail L3 %Zx % x /8 Fl = o . ( A, = 3.7,() y,67 k,. << 2z 1,.: .� 972 t • a7 ENGINEERS. NW �...,. Fi = 0. F M _ o .zv (/.t k' 3.7f A' ti 2i5. oc L )C2h r y = 6,30 (it) C3 Kr. o k 1f1C AO IQ.JUU4 /UU4 DATE SHEET • OF 3 BY T. L, W6 xis Sr Project Info Project Address t to *awl olus Date I , q `� I . For Building Departm l .A • .p cant 'ame: 14�� i •tW Au Gmr • .p can • . • ress: e imi AA • in7 Applicant Phone: VA, (a4 MAO Location (floor /room no.) Occupancy Description Allowed Watts per ft2 " Area in ft Allowed x Area ( l.onh et,Ass \ n 5 J • ;5 )totA A e M1 1114i 2 ° 1,2 to 2 -, f +u�f 1 1� 02 qi Ci r tad Pro ALWatts °lax not exceed Total Allowe Watts for Interior Dotal Proposed Watts Maximum Allowed Lighting Wattage (Exterior) i-(0 j6 12101 It AD)) 2 L P) Location (floor /room no.) Fixture Description Number of Fixtures Watts! Fixture Watts Proposed rk ' tioo!(K 1 . -4 Prb befear SCA 02 M1 1114i 2 ° 1,2 to 2 -, f +u�f 1 1� 02 qi Ci r tad Pro ALWatts °lax not exceed Total Allowe Watts for Interior Dotal Proposed Watts Maximum Allowed Lighting Wattage (Exterior) i-(0 j6 12101 It AD)) 2 L P) Y.14 IF Allowed Watts x ft (or x If) Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Covered Parking 1,1A 0.2 W /ft 6 RECEIVED iff -O i U I .•, Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft2 NOV n 9 199 Bldg. (by facade) 0.25 W/ft PERMIT CENT Bldg. (by perim) IV 7.5 W/if Note: for building exterior, choose either the facade area or the perimeter method. bu not both) Total Allowed Watts Location MA Fixture Description Number of Fixtures Watts! Fixture Watts Proposed qi Ci r Lighting Summary LTG -SUM Project Description Compliance Option 0 Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) Q New Building 0 Addition , g Alteration o No changes are being made to the lighting Maximum Allowed Lighting Wattage (Interior) ess than 60% of the fixtures are new, and installed lighting wattage is not being increased rom fable 1 b -1 (over) - document aA exceptions on torm LT G- Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) otal Allowed watts otal t'roposea watts may not exceed Total Allowed watts for Exterior otal Proposed Watts 6A 1)99 0 oLl Space Heat Type 0 Electric resistance c ., r , All 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 lectronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals %Glazing rACV 'q[. No C yz x100= "1111 V Concret as0 Option Y •••Y P yes eck here if using this option and If project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic 114 ,L Witf &X HT All Other Roofs Applicant Name: f $ A L, •iItT ! ✓l , u G a p FU Applicant Address : 6203 zi.V�'G-J37 4 11O �Nf Applicant Phone: 7.n u i 02.4 ?,2,140 Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade `/ w Radiant Floors Maximum U- factors Opaque Doors a, 'll``1I , AS Vertical Glazing Overhead Glazing _ Maximum HGO (or SC) VeiticaVOverhead Glazing I Project Info Project Address 1 212 O o " tiswi • olio) vl G r Date n Q Qg1 114 ,L Witf For Building department Use • Applicant Name: f $ A L, •iItT ! ✓l , u G a p FU Applicant Address : 6203 zi.V�'G-J37 4 11O �Nf Applicant Phone: 7.n u i 02.4 ?,2,140 Envelope Summary Climate Zone 1 ENV -SUM 1994 ashington late Norms • . ntlai nergy ode ompi once orm Project Description I ❑ New Building Addition Alteration 0 Change of Use Compliance Option P rescriptive o Component Performance (S Decision Flowchart (over) for qualifications) ENVSTD 0 Systems Analysis Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' .1 Notes: 'Refer to Section 1310 for qualifications and requirements 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 2 9.0 Btu/ft°•'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) art` NO P U- factor RECEIVED OF V a 9 1999 C 41MIT cn -oqoq .... 1r.'.bS�w.. ,..z. r.;;iu: s .• SI i�.r:r `Z M..i±..,l..r'%' �.t au �ikL,- .f,�';§.3 r5:r:a3� t;,•r;�r. ,�ys,'u"cpv3. ul z. DEPARTMENTS: %lying Di o Public Works 9 /N M6. 0-7 TIVITY NUMBER: D99 -0404 PROJECT: NAME: ITT Original Plan Submittal Response to Correction Letter # DATE: 1 -25 -2000 Response to Incomplete Letter: # . XX Revision .# 1 After Permit Is Issued Complete \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved n � Fire Prevention M z -( Structura Incomplete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Approved Approved with Conditions Planning Division .. �-Ki tei,` �i1' �i.-.' S�'h'9:.,,:. "�.K,• ✓t��.?.� ;.I`r'/.,t, .R.:.. Permit Coordinator TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required CORRECTION DETERMINATION: DUE DATE C DUE DATE: 1-27-2000 Not Applicable ri Comments: n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2 -24 -2000 Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) LI REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 -0404 DATE:. 11 -9 -99 PROJECT' NAME: ITT XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # - Revision # After Permit Is Issued DEPARTMENTS: Building Division Auk, Public Works III ILSM 11- (2- Complete Comments: \PRROUTE.DOC 5/99 ERMIT COORD COPY' PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: :` ��''%?$` Ss \'t:; "'��.:°:�!':'�i:E�'.'.� , C:.`,$' ict; i;; �;_,.... 0 ; 1 q ,., � ,,, s : v..,..:"; d�" k' �?;" SS. xL :���;ti7riY.s"..':,+'"M„+••x'v:': Y�£":alif;:rrrtt^p+r+rn'izR.n.. �(Z Fire Preventi Plan rr5g Division AUX, 111Y ff g9 Structural Permit Coordinator DETERMINATIONV OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-16-99 Incomplete n Not Applicable TUES /THURS ROUT1 G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 12 -14-99 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved El Approved with Conditions [1 Not Approved (attach comments) DATE: Revision No. Date I Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: . Revision • No.. Date Received Staff Initials Date Issued '''Staff Initials Summary of Revision: Summary of Revision: o re DC" / '. [ -. H-es q 07 MD V) rc -array n - Received By: X l - Revision No. • ' Date Received Staff Initials Date Issued Staff Initials Summary of Revision: • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: Imo PERA NO:. D Site Address: Ia1 D 3 Dr. - -- Original Issue Date: I•(D•D000 REVISION LOG • (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: I (please print) ' (please print) please print please prin Date: l ' 2 S ° ° ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑' Revision # ( after Permit is Issued Project Name: / TT Project Address: 121 '-D 444TwA ALIVE. Contact Person: 4046 f "cum Summary of Revision: City of Tukwila rJ4 xe•t csJ 7 Sheet Number(s): 4 - - A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [" Entered in Sierra on 1 ' DS r John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Plan Check/Permit Number: 171 ? — o o T Phone Number: ( G) 6?- q - 32 J o WALL /2A- t9c-A77 '4.s Li7 jL) or" "14 IAN 2. 5 2004 rstaER 06/29/99 MOO Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 r I City of Tukwila Fire Department Fire Department Review Control #D99 -0404 (512) Re: ITT - 12720 Gateway Drive Dear Sir: November 18, 1999 John W. Rants, Mayor 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 Maintain fire extinguisher coverage throughout. 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 si ?n 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) 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 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) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 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. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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 John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page. number The Tukwila Fire Prevention Bureau City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Kind of Fixture Fixture Units No. of Fixtures Total fixture Units Public Private Public Private Bathtubs and/or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 (p Co Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 4 so Water closet tank 5 3 Water closet, flush valve 10 6 S 3o Non- ,.esidential Sewer Use Cerhrication (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) 11 , ► ,�- _ Owner's Name Property Tax ID # 2l ( 6'0 0 Oc'l b b (Last, First. Middle Initial) Property Legal Address: Building Name (if applicable) 1%I.0& Subdivision Name Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street X21 ZO erATEANkut Nt ( tE. Address GG,, City, State, Zip �k.(4 11A WA ' LL V Owner's Phone Number (2'O l/) 2.-4 t - ( 3 or Property Contact Phone # l ) Owner's Mailing Address: (if different from above) City or Sewer District 1211-0 A WAi Di2uUv $1.0c Date of Connection cl r i i l . . i 6 MLA T o I ( ' 2 . , Side Sewer Permit # KING COUNTY A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1058 (Rev. 11196) 20 2. 0 RCE White - King County r�s B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) C. Total Residential Customer Equivalents: (add A & B) A B 187 RCE OLIog CITY OF TIUKWILA NO V - 9 1999 PERMIT CENTER RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ Representative Date Yellow - Local Sewer Agency Pink - Sewer Customer Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 .° " 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 , 0 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 ' Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 41 40 Water closet tank 5 3 30 Water closet, flush valve 10 6 6 KING COUNTY Subdivision Name 1058 (Rev. 11/96) { Non -1 esidential Sewer Use Certir cation (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the' King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 664 -1740. (Please print or type) Owner's Name flAtussierf Property Legal Address: (Last, First, Middle Initial) Subdiv. # Block # Property Street 1 2120 4 A- T/_WA` 'PR • Address ' 4 &M 4 1814 S City, State, Zip Owner's Phone Number (Za(o) Z'/ / • /10 3 Owner's Mailing Address: (if different from above) ! 2720 4'A7 L)4y peivE 70 /o s647TLE &A 98lG R A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units 6 6 Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 215 White – King County Lot # 7 RCE Kin County: ul�e rs a, , . 41 thly ;Aate +:4, ontlh „Due - D99-0 4 0-4 Property Tax ID # 271 6o0 0o70 o L Building Name (if applicable) 13(_D4 7 Party to be Billed (if different from owner) — Party's Mailing Address: (if different from property address) or Property Contact Phone # ( City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) • Type of Facility/Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 C. Total Residential Customer Equivalents: (add A & B) A B Date Print Name of Owne Representative RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner CAA Representative 1 ?rCJLCI L 1.e2)1 sow Yellow – Local Sewer Agency Plnk – Sewer Customer RCE esi ,„� : is.. ia �. qyt+: y;�rl�tlF W �s .ybt ., (•wy. -� ;I i� 5 ��y .:`41 r 1" R Y r+�. leN, I625.1152.1 X1181471. F6254g52 -(I01I (X/97) • A. � �;. "i c.'. +`?3rd �t4vr+ 0:>;"ie h ?�'.{r l ; 'i�..� S4 r'� ' Y• �..��.IV 4 1 yi I)I,PAR'I'MEN'1' ( )I; LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LA R AS CONST CONT GENERAL REGIST . # . EXP . DATE CCO1 PRECIBI151C2 01 /19/2000 EFFECTIVE DATE, '.02/22/1985 PRECISION BUILDERS INC PO BOX 98609 DES MOINES WA 98198 -0609 Do An I)isplay.CcllilicaIc REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 PRECIBI151C2 01/19/2000 EFFECTIVE DATE • . 02/22/1985 PRECISION BUILDERS INC PO BOX 98609 DES MOINES WA 98198 -0609 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Rcnio■c And Sigh Identification Card Before Placing In Billfold 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WIN NAILING SCHEDULE OF UBC 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALLS, CEILINGS AND FLOORS (IF REQUIRED) 6. PROVIDE METAL NAIL STOPPERS TO COVER HOLES IN STUDS WHERE NAILS COULD PUNCTURE PLUMBING AND WIRING 1. MAINTAIN 3' MIN CLEARANCE BETWEEN CEILING FIXTURES AND INSULATION N. ALL WOOD COMING N CONTACT W/ CONC. SHALL BE PRESSURE TREATED (DECAY RESISTANT). W CONTRACTOR DESIGNED ELECTRICAL. SUBMIT TO BUILDING DEPARTMENT AS DEFERRED SUBMITTAL FOR PERMIT. 10. CONTRACTOR DESIGNED MECHANICAL. SUBMIT TO BUILDING DEPARTMENT AS DEFERRED SUBMITTAL FOR PERMIT. IL SERVICE WATER PIPES TO BE INSULATED TO 111N. R:8 IN UNHEATED SPACES. 12. METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. 13. BATT INSULATION SHALL HAVE ALL TEARS AND JOINTS SEALED WITH TAPE 14. WALLS TO BE FIRESTOPPED PER LEG. SECTION 108 15, ALL INTERIOR WALLS ATTACHED TO EXISTING SUSPENDED CEILING SYSTEM TO MEET THE REQ'S OF UBC SECTION 16115 AND UBC STANDARD 25215 16. F ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERROR OR INCONSISTENCIES BEFORE PROCEEDING WIN NE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. PROJECT STANDARDS 2. EE4184ff6 A FL•a 2 3 GENERAL NOTES THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON NE JOB SITE, SECTION 106.42 UBC A DOORS: 30xFULL HEIGHT TO MATCH EXIST. 1 -3/4' THK SOLID CORE W/ HARD WOOD EDGE, BUILDING STANDARD. STAINED TO MATCH EXIST. B. FRAMES: HARD WOOD DOOR FRAMES. STAINED TO MATCH EXIST, 20 MIN RATING AS INDICATED ON PLAN AND PER DETAILS C. HARDWARE 1. INTERIOR DOOR HARDWARE TO MATCH BUILDING STANDARDS PASSAGE LEVER AND PRIVACY LEVERS AS INDICATED PER PLAN 2. ALL HARDWARE USED IN ACCESSIBLE BUILDINGS AND FACILITIES SHALL CONFORM TO THE REQUIREMENTS PER 'WASHINGTON STATE RULES AND REGULATIONS FOR BARRIER FREE DESIGN, FOURTH ADDITION 3. ONLY ENTRY DOORS INTO TENANTS PREMISES SHALL INCLUDE KEYING MECHANISMS. ALL OTHER DOORS SHALL BE PROJECT STANDARD PASS THROUGH HARDWARE. SUBMIT KEYING SCHEDULE TO OWNER FOR APPROVAL PRIOR TO FABRICATION (PROVIDE LOCKSETS PER PLAN) 4. HARDWARE ON EXISTING DOORS NOT COMPLYING WITH ACCESSIBILITY CODES WILL BE CHANGED TO LEVER TYPE HARDWARE PER 'WASH. STATE RULES 4 REGULATIONS FOR BARRIER FREE DESIGN' 5. HINGES TO BE 4 -I/2' X 4 -12' 55 BUTTS ON CORRIDOR DOORS AND 6. CLOSERS TO BE GUIDING STANDARD. LOCATE AS NOTED ON PLANS. 1 ALL DOOR STOPS TO BE FLOOR MOUNTED. CARPETING, CONFERENCE ROOM - J 4 J PRODUCTS ITT COST OF 5460 PER YARD CARPETING, OFFICES 4 CLASSROOMS - J 4 J PRODUCTS ITT COST OF 11325 PER YARD ITT WILL SELECT CARPET AND PROVIDE CONTRACTOR ORDERING INFORMATION SUBMIT FOR APPROVAL. CARPETING, STUDENT CORR AREAS: MATCH EXISTING. SUBMIT TO ITT FOR APPROVAL. 3. PATCH REP FLOOR AS REQUIERED TO RECEIVE NEW FLOORING • 4. JANITORIAL ROOM TO BE ARMSTRONG VINYL COMPOSTION TILES - EXCELON TILE IMPERIAL TEXTURE 125x12'x1/8'. COLOR TO BE 51901 TAUPE. 5. BASE: TO BE 4' FLEXCO. COLOR:26 FAUX APPLY AT ALL CARPETED 4 VCT AREAS. B. WALL TREATMENT I. STUDENT -USE CORRIDORS SHALL HAVE TYPE II VINYL. SPEC TO FOLLOW. 2. ACCENT WALLS IN CONFERENCE ROOM TO BE FABRIC (POLYOLOTHAN) AT ATT COST OF 11100 PER LIP YARD. ITT TO SELECT MATERIAL AND PROVIDE GEN INFORMATION. BALANCE OF WALLS TO BE PAINTED WITH TWO (2) COATS DEVOE VELOUR INTERIOR SEMI- GLOSS. 4. NOTE CORRIDOR WALLS TO SE CONSTRUCTED OF 16 GUAGE METAL STUDS PLACED 12' O.C. WITH 5/8' TYPE 'X' GWB EACH SIDE. 5. PROVIDE METAL CORNERS IN CORRIDORS TO MATCH EXISTING, VERIFY EXACT LOCATION WITH TENANT PRIOR TO INSTALLATION. A. UNITE DRY-MARKER BOARDS OR CHALKBOARDS ARE TO BE PROVIDED ON THE WALLS CLASSROOMS AND CONFERENCE ROOMS IN LOCATIONS NOTED ON THE DRUGS. ( PROVIDED BY ITT AND INSTALLED BY CONTRACTOR TWO 4'x8' PANEL PER CLASSROOM 3 AND ONE PANEL FOR CONFEREECE '.OM AS INDICATED ON PL 1. SOUND ROOFING MEASURES SHALL BE TAKEN TO - DUCE OR ELIMIATE THE T NSMISSION OF NOISE TO ADJOINING ROOMS OR HALLWAYS IN ALL NEW WALLS. PROVIDE SOUND BATT INSUL. IN WALLS AND A MIN OF 2' -0' OP INSUL. ON THE CEILING TILES PARALLEL TO THE NEW WALLS. 8. RESTROOM WALLS ARE TO BE 45(4' HIGH CLOSS CERAMIC TILE, ON ALL EXPOSED WALLS TO CEILING HEIGHT. MATCH RESTROOMS ON FIRST FLOOR 9. RESTROOM FLOOR TILE IS TO BE SLIP - RESISTANT (NON - GLAZED) CERAMIC TILE TO MATCH RESTROOMS ON FIRST FLOOR CEILING C. I. 2x4 EXIST. CEILING TILES AND GRID TO REMAIN. PATCH OR REPLACE ALL DAMAGED TILES 4 GRIDS PRIOR TO OCCUPANCY 2. RESTROOM CEILING WILL HAVE HARD LID CONSTRUCTED OF GWB, SMOOTH PAINTED FINISH TO MATCH CEILINGS OF EXISTING RESTROOMS. I1. CONTRACTOR SHALL VERIFY CONDITIONS OF EXISTING SUBSTRATE TO RECEIVE NEW FINISHES AND SHALL BE RESPONSIBLE FOR PREPARING THEM TO RECEIVE NEW FINISHES. I8. TYPICAL DETAILS OR BUILDING STANDARD SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 19. 20. 21 WORK RELATED TO THIS TENANT IMPROVEMENT REQUIRING COORDINATION AND MODIFICATION TO THE EXISTING CONSTRUCTION SHALL BE INCLUDED IN THIS PROJECT BY THE GENERAL CONTRACTOR FOR BIDDING AND CONTRACTUAL AGREEMENT. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SPOON ON PLANS ELEVATIONS, SECTIIONS AND DETAILS, ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 22, FIRE EXTINGUISHERS SHALL BE PROVIDED PER NEPA M0, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 23. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, SO AS TO RESULT IN A FLAME SPREAD RATING OF AT LEAST CLASS III FOR GENERAL AREAS AND CLASS II FOR EXITWAYS. DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQ'D. 24. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 25. BIDDER DESIGN WORK TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. 26. ALL NEW DOORS MD DOOR TRIM TO MATCH EXISTING IN TYPE, FINISH, AND HARDWARE, REUSE EXISTING DOORS ON SITE WHERE POSSIBLE. 21, PENETRATION) IN WALLS REQUIRING PROTECTED OPENINGS ARE TO BE FIRESTOPPED PER UBC SECTION 109 25. CLEAN AND REPAIR AS REQUIRED ALL WINDOW BLINDS IN TENANT SPACE. 2W REPLACE ALL DAMAGED ACOUSTICAL CEILING TILE AS REQUIRED IN EXISTING CEILING GRID. 30, COORDINATE WITH TENANT FOR LOCATION OF ELECTRICAL, MECHANICAL, AND PLUMBING. 3. Llatriga A. GENERAL: 2' BY 4' THREE TUBE LAY -IN FLUORESCENT LIGHT FIXTURES WITH PARABOLIC LENS 4 ELECTRONIC BALLASTS TO COMPLY W/ LIGHTING 4 SWITCHING REQ. OF ENERGY CODE 4 LOCAL REGULATIONS (NOT TO EXCEED 12 WATTS PER SF FOR OFFICES AND 135 WATTS PER SF FOR CLASSROOMS). SWITCHES FOR LIGHTING WILL BE KEPT AT A MIN. 15 F.C. AT DESK TOP. B. C. D. LIGHT LENSES: PARABOLIC TO MATCH BUILDING STANDARDS. LAMPS: T -8 LOW WATT TYPE LAMPS RECESSED CAN LIGHTS: COMPACT FLUORESCENT. (IF APPLICABLE) E. ALL CLASSROOMS WILL HAVE ZONE LIGHTING TO PERMIT LIGHTING THE FRONT 4 REAR OF EACH CLASSROOM INDEPENDENTLY. THE CONFERENCE ROOM AND RECEPTION AREA ARE TO BE PROVIDED W/ FLUORESCENT LIGHTING AS WELL AS DIMMER - CONTROLLED SPOTLIGHTS, OPERATING INDEPENDENTLY OF EACH OTHER 4. Q4BMEEKC A CUSTOM BUILT CABINETS AS DETAILED ON DRAWINGS. B. PLASTIC LAMINATE FINISH ON ALL EXTERIOR FACES. WHITE LOW - PRESSURE LAMINATE/MELAMINE INSIDE WITH 4' WIRE POLE HANDLES. E E EC1 CA A. CONTRACTOR DESIGNED ELECTRICAL. CONTRACTOR TO SUBMIT TO THE OWNER FOR APPROVAL PRIOR TO SUBMITTING TO THE BUILDING DEPARTMENT FOR PERMIT. B. GENERAL: TWO (2) DUPELX OUTLETS AND ONE MUD RING W/ POLE MIN. PER OFFICE. ONE (I) DEDICATED DUPLEX AT THE PHONE BOARD AND TWO (21 DEDICATED DUPLEX OUTLETS IN THE KITCHEN AREA EXHAUST FANS WILL BE PROVIDED FOR RESTROOMS PER CODE. HARDWIRED LIGHTS, NVAC STRIKES AND PERMITS ARE AL50 INCLUDED. C. ANY CIRCUIT BREAKER BOXES LOCATED IN OFFICE OR CLASSROOM AREAS SHALL BE FLUSH MOUNTED TYPE. D. ALL CLASSROOMS SHALL BE ON IT'S OWN SEPARATE CIRCUIT. E. OFFICE, CONFERENCE, LOBBY AND CORRIDOR AREAS SHALL HAVE A MINIMUM ONE DUPLEX OUT PER 85 SQUARE FEET. F. TWO DEDICATED 20 AMP CIRCUITS SHALL BE PROVIDED FOR PHOTOCOPIERS. G. IN THE EVENT LOCAL CODE REQ EXCEED THE ABOVE SPEC. THEN THE LOCAL CODES SHALL SUPERRCEDE THE ABOVE SPEC. a /Ara A. CONTRACTOR DESIGNED HVAC. CONTRACTOR TO SUBMIT TO THE OUNER FOR APPROVAL PRIOR TO SUBMITTING TO THE BUILDING DEPARTMENT FOR PERMIT. B. '10 DEGREES F DRYBULB TEMPERATURE IN WINTER WITH RELATIVE HUMIDITY RANGE WITHIN 25 TO 50% C. 16 DEGREES F DRYBULB TEMPERATURE IN SUMMER WITH RELATIVE HUMIDITY RANGE WITHIN 50 TO 55% D. OPERATIONAL FROM 1:00 AM. TO 11:00 P11. MONDAY THROUGH FRIDAY. E. SEPARATE EXHAUST SYSTME IN ALL LAB AREAS F. ALL THERMOSTATS TO BE EQUIPPED WITH LOCKING COVERS_ G. SYSTEM IS CAPABLE OF COOLING DURING WINTER SYMBOLS PER STANDARDS UNLESS OTHERWISE NOTED. EXISTING WALLS TO REMAIN. PATCH AS REQUIRED AT DEMO LOCATIONS. NEW 3 -1/2' MIL STUD AT 16' OC WITH 5/5' TYPE 'X' GWB EA SIDE W/ SOUND BATT INSULATION. PAINTING PER PROJECT STANDARD. NEW 3 -12' 16 GA STUDS AT 12' OC W/ 5/8' TYPE 'X' GU16 EA SIDE W/ SOUND BATT INSULATION, PAINTED, PER PROJECT STANDARDS (ONE HOUR CORRIDOR) EXIST. WALLS, DOORS, WINDOWS ETC TO BE REMOVED PATCH ADJ. SURFACES AS REQ. FOR NEW WORK O EXISTING TELEPHONE TO REMAIN O NEW TELEPHONE O EXIST DATA LINE WITH NEW PULL STRING O NEW DATA LINE WITH PULL STRING W' NEW DUPLEX OUTLET NEW DUPLEX OUTLET O DETAIL DRAWING NUMBER /= SECTION DRAWING NUMBER ® ILLUMINATED EXIT SIGN. PLACE ABOVE DOOR ONE LIGHT TO BE DIRECT WIRE, ONE LIGHT BATTERY POWERED. OE EXISTING DOOR TO REMAIN. OI 3' -0' WOOD DOOR WITH HARD WOOD FRAME AND PASSAGE SET. HARDWARE TO MATCH BUILDING STANDARDS. 02 3' -0' X T-0' WOOD DOOR WITH WOOD FRAME, PUSH/PULL AND CLOSER HARDWARE TO MATCH BUILDING STANDARDS. 03 3' -0' X T' - WOOD DOOR WITH WOOD FRAME, PASSAGE SET AND CLOSER HARDWARE TO MATCH BUILDING STANDARDS. LEGAL DESCRIPTION PARCEL 6 OF TIKWILA SHORT PLAT 55 -1 -55, RECORDED UNDER AUDITOR'S FILE "8904120811 4. 1. S. SITE & BLDG. STATS TENANT ITT OWNER REP. RJ. HALLISSEY CO., INC. PROJECT ADDRESS 12120 GATEWAY DRIVE TUKWILA, WASHINGTON GOVERNING CODE 1991 UBC ZONE MI INDUSTRIAL PARK TAX PARCEL NUMBER 211600.0010 -06 BUILDING TYPE i. V -N SFRINKLERED OCCUPANCY TYPE B BUILDING AREA 64,158 SF AREA OF WORK 1500 H- SF PARKING UNCHANGED ENERGY INFO. ELECTRIC RESISTANCE HEATING WILL NOT BE ALLOWED IN THIS BUILDING PER NREC R -VALUE OF ALL INSULATION SHALL BE AS FOLLOWS, ALL ROOF AREAS (EXISTING) ALL EXTERIOR WALLS (EXISTING) ALL NEW INSULATION WILL MEET OR EXCEED THESE CRITERIA. 3. ALL FACED BATTS TO BE FACE STAPLED. PROVIDE I' MIN. AIRSPACE ABOVE ALL ROOF INSULATION AND PROVIDE VENTING AT A MIN. RATE OF 1/300 OF AREA VENTILATED. 5. GLAZING AREA CALCULATION: GLAZING AREA UNCHANGED NO OVERHEAD GLAZING) 6. U VALUES FOR EXTERIOR DOORS U =060 MAX SHADING COEFFICIENT FOR GLAZING = 1.00 MAX ALL VAPOR RETARDERS TO BE INSTALLED ON WARM SIDE OF INSUL. REPAIR OR PROVIDE NEW SEALING, CAULKING AND GASKET AS REQ. BY NREC SEE GENERAL NOTES FOR ADDITIONAL INFO. 5. REPLACE ALL DAMAGED WEATHERSTRIPPING. 10. MECH. CONTRACTOR TO INSPECT ALL EXISTING DUCTWORK AND REPLACE DAMAGEDOR MISSING SEALS, CAULKING AND GASKETS. 6" Nate . �/ ✓%N BUILDING PLAN f >rI ngq -OUDu r SCALE I' = 60' _ ■�. �■ DtVA Q FILE COPY uncler;tand that the Plan Check approvals are if+leci to errors and omissions and approval of 1s tine,. noI author, the vco,ahon of any pa , code or ordinance Fecelpt of con. a., tor Scotty of approveu plans ‚‚.V , ,wlcd jet) By 1Ct R E ICIO ' NO, 1 Percich Kroese Johnson Busse MA Architectural Group SPATS F EEICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 04 - 3210 FAX 624 - 3243 W'ENATCHEE OFFICE 272 ROWNG HILLS LANE WENATCHEE, WASHINGTON 98801 (509) 664 -8 - 750 5181 FA% 6fi5 DRAWN GP CHECKED DATE 11 - 11 - 99 SCALE VARIES A -1 OC co E• n j CO 1 4.1 CC CC vc O T W� CC O N � k. JOB NO 99065 FILE: 9965A -1 a DOOR LEGEND: CD 3 ° x FULL HEIGHT TO MATCH EXISTING WI 4 HINGES, CLOSER, LOCKSET AND SMOKE GASKET. 20 MIN. RATED 3 °x FULL HEIGHT TO MATCH EXISTING W/ 4 HINGES, 3 SILENCERS, AND PASSAGE SET 3 °x RILL HEIGHT TO MATCH EXISTING: W/ 4 HINGES, CLOSER, PASSAGE SET AND SMOKE GASKET. 20 MIN. RATED 3°x FULL HEIGHT TO MATCH EXISTING WI 4 HINGES, CLOSER AND PASSAGE SET CD EXISTING DOORS TO REMAIN - CLEAN AND REPAIR AS REQUIRED ® DOOR LEGEND 5/8' GIVE. TYPE 'X' OVER 3 1/2' MTL STUDS, PROVIDE SOUND BATT INSULATION AS INDICATED ON PLAN WINDOW SILL BELOW DREAK ALUMINUM END CAP MATCH ALUM FINISH 1/4' NEOPRENE GASKET ALUMINUM MULLION W/ I' INSUL. GLAZING © PARTITION @ MULLION 5/8' GAB. TYPE 'X' OVER 3 12' MTL STUDS, PROVIDE SOUND BATT INSULATION AS INDICATED ON PLAN ETAL CORNER BEAD AT ALL CORNERS WINDOW SILL BELOW ALUMINUM MULLION W/ I' INSUL. GLAZING ® PARTITION @ MULLION NOTE: OAK TRIM, FRAME 4 DOORS INCLUDING SMOKE SEALS 4 HARDWARE TO BE 20 MIN. LABELED ASSEMBLY DORANSON SYSTEMS INC. OR EQUAL. CEO TEST REPORT 4153 DOOR JAMB ® (�1 5/8' G.SA. BOTH SIDES OVER 3 12' MTL STUDS S 2' -0' O.C. (TYPE 'X' AT RATED WALL) WITH BATT INSULATION WHERE INDICATED ON PLAN 112' OAK JAMB 11/2' x 3/4' OAK STOPS. SOLID CORE DOOR W/ OAK VENEER "EASE EDGES, TYPICAL "HEAD SIMILAR EXISTING BRACING EXISTING MAIN OR CROSS TEE OVIDE SOUND BATT INSUL MIN 2' -0 EA. SIDE OF WALLS. TOP RUNNER (EXPOSED EDGES PAINTED BLACK) 2 T x 1/16 STEELER 023 ASTM A -446 SCREWS S 4' -0' 0. C. BATT INSULATION AS REQUIRED 3 12' METAL STUDS S2'-0' 0. C. MATCH EXISTING DOOR FRAME HEIGHT. NOTE ENTIRE AC.T. CEILING SYSTEM SHALL BE INSTALLED PER UB.C. STANDARD 252 DOOR HEAD DETAIL ® 3' =1' -0' (3 � BRACING EXISTING PARTIAL 2ND FLOOR PLAN SCALE I/8' = 1' -0' EXISTING MAIN OR CROSS TEE PROVIDE SOUND BATT INSUL MIN 2' -0' EA. SIDE OF WALLS. TOP RUNNER (EXPOSED EDGES PAINTED BLACK) 2 1 x YI6 STEELER 023 ASTM A -446 SCREWS s 4' -0' 0. C. BATT INSULATION AS REQUIRED 3 1/2' METAL STUDS ® I' - 6' OC NOTE ENTIRE AC.T. CEILING SYSTEM SHALL BE INSTALLED PER UB.C. STANDARD 252 L FRAMES OR RELITES WWII= KiW �, Y MATCH L OWNER _m10, INN NOTE: PROVIDE WITH 45 MIN RATING IN CORRIDORS. DOOR FRAMES M IF APPROVED B NOTE: OAK TRIM, FRAME 4 DOORS INCLUDING SMOKE SEALS 4 HARDWARE TO BE 20 MIN. LABELED ASSEMBLY DORANSON SYSTEMS INC. OR EQUAL. ICBO TEST REPORT 4153 5/8' G.W.B. BOTH SIDES OVER 3 12' VOL STUDS PER WALL LEGEND O.C. (TYPE 'X' AT RATED WALL) W/ BATT INSUL. WHERE INDICATED ON PLAN. 112' x . OAK JAMB MATCH BLDG. SIDS s EXIST. CORR 11/4' MTL CLIPS e 12' O.C. MAX. ( 6' MAX FROM CORNER AT RATED WALL 4 1/16' GLAZING TAPE BOTH SIDES. B NOTE: CLIPS AND TAPE NOT REQ AT NON RATED CORR 2 112' x 12' OAK STOPS. SOLID CORE DOOR W/ OAK VENEER PER PLAN 1/4' TEMPERED GLASS OR WIRED GLASS, SQUARE PATTERN, AT RATED WALL, "EASE EDGES, TYPICAL "RELITE HEAD SIMILAR ® RELITE HEAD DETAIL Q RELITE & DOOR JAMB 3'.1 -0' 3' =1' -0' (6 � 4' x 8' WHITEBOARD 2 DEDICATED 20 AMP CUIRCUITS 1 205 I CARPET I 211 F CARPET OPPIG CARPET PROVIDE FABRIC ACCENT ON EAST 4 SOUTH WALLS OF CONF. ROOM. CLASSROOM 1 214 I CARPET 2' 0' WIDE FULL HEIGHT RELITE AT COPIERS, COIF., 4 OFFICE 205 IS' - 0' I25 ICARPET CLASSROOMS 214,215,16211 AND 218 TO BE ON SEPERATE CIRCUITS 4 X 8 WHITEBOARDS TYP. (2) PER CLASSROOM FOLDING PARTITION RACK SEE STRUCTURAL DETAIL ON SHEET A -4 I ING PARTITION BY . CENTER IN ROOMS 6 SMOKE VINYL. FULL HEIGHT RELITE ALONG SIDE OF DOOR WITH 20 MIN RATING AND WIRE GLASS TIP. AT EA CLASSROOM. MA WIDTH UP TO 2' -0 MAX. IN51R AREA PLUMBING CHASE AS REQ PER PLUMBING REQ. WORCSTATIONS TO BE PROVIDED BY CONTRACTOR PROVIDE DUPLEX POWER TO EACH STATION. SEE OWNER FOR LAYOUT. 203 CARPET RELOCATE EXIST. SHAFT TO HERE I202 CARPET EXISTING ELEC. ROOM EXIST. PAIRED PANEL FOL HUFCOR MODEL 55 215 4 216. COLOR: *2 CARPET ALIGN NEW GM W/ GWB OF JAMB .A :.i: women o menu ( ,f317PG'f1771 P'q . . . .. . .. . . . . . .... ■ •••U•mium••• M7f1Sf171777•EW 111\4.71117717• 1977 J177! 7•rIlf m: ..I IsIn 77r / iu IuI.i 771 9 7S .• I/1U •7• m ill '1l IJ11IEN AI VLIIIW IlUU Ul 1714II111.71/i11 1 7E17E1117.7I1 III7111►I11111717LI 17L' ■EL'.11•f: •71! \7\••1u 1 1o2Ii7\`\1►11I •• \ww•• UI 71 ■ 17 1� i . 1 - oAI 1 IbI71':S ,.........m. ,.........m. m. N 1717111711 PROVIDE HALF HEIGHT VISION PANEL AT THIS DOOR WITS WIRE GLASS. REPLACE DOOR IF REQUIRED. EXIST. ONE HOUR CORRIDOR VERIFY I HR WALL TO MATCH EXISTING OE TILE FLR PER PROJECT STANDARS. TYP. AT EA. RESTROOM FILL IN EXIST. DOOR I RELITE. MATCH EXIST. WALLS EW 4040 RELITE WITH 20 MIN RATING AND WIRE GLASS. HE 40 HEIGHT TO BE T -0' AFF CENT R ON CORRIDOR 'D94 - o404 '1 Johnson Busse Percich Kroese Architectural Group WATT' OFFITF 603 STEW ART STREET SUITE 707 SEA WASHINCT04 98101 (206) 67.4 - J210 FA% 624 - J243 WENATCHFF OFFICE 272 KILNS HILLS LANE HEE, WASHINGTON 98801 15091 6 (509) 664 - 5181 FAX 665-8750 A ARCHITECT OOO4Si''J 1 1, EGG /07.. A 1. TOT! DRAWN GAP CHECKED DATE 17 -11 -99 LU LU O Z o. CC Q N w �� A -2 rEPM1S GtitStE SCALE 1/8" =1' -U" JOB N0, 99065 FILE: 9965A -2 I 0/HI IC WNFV IIV ,L,-.07 , . . I L--MIN I I I I ■■11 ■m■►,I■_�� ���/�■��� ■ ■ I I f! II ►►►►►►►�∎L= > <•.I ■ ►— , I._><_ ►—.• mI ■mI ■i — M ■_■ � I II -- © Tv ,, ■ Ii i — —, ► —■ ►►I I =><. 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MINI MEM VW - - ,, - 7 do---m , \ \ w ■� sass— – D \ ■ ■■ ai ■ ►�/■- CORRIDOR ■1,— . --I momm.....ar ►/ ■1 ------- ■1 1 L>'E y� , • I / ►_/ eaM■ ■ ■1-■ ■ ■- ►- � ■ ■ ►_∎ - ■1 ■►_' ■ ■■ - - ®d I� ■ ■� ■I`i■ . - - - - ■■ T I♦, ■ ■■O �M_ _ _ ∎_.♦∎ ____I____ ■II—/ M ■II♦,./■ la ■!►/ ■ ■!►/ ■ ■ ■ ■►/ ■_ ■ . - ■��M�1►/ ■�� 1 ■■ 1 ■ ■■■ 11{ ■ . � ■ ■■ ■ ■ ■ ■ ■ ■_ ■_ ■_ — _ _________ ■ ■ ■.__M— ■ _ _ 1. . , _— I ■ ■im■ ■ ■_i■ M" ■ ■ ■II ■ ■II■EN■NEM■E1■11151 ■-∎ ■■ �t �t Z ■� t �■ _ ■ ■► ■ ■ ■■ ■► t C i t AIA 04 1 ■ /► t ■• ■:i: _ IM■I ■IIIP■ ■ ■ 1 a a i r. , OA 'L 111 – ...-. .. . ....m: MEM ® WALL DETAIL 3'=I -0' WW1 � I1 FORIM alal © WALL DETAIL 3' =1' -0' TENANT 3' =1' -0' CONTINUE FRAMING TO CONSTRUCTION ABOVE FLOOR PER FINISH SCHEDULE SECURE WALL TO ROOF STRUCTURE ABOVE. SUSP ACT WITH 2'x4' LAY IN PANELS SEE PLAN FOR HEIGHT CEILING LINE PER PLAN 3 IN' METAL STUD WALL W/ Ni B PAINTED SMOOTH FINISH WITH SOPNO BATTS AS REQUIRED. NOTE ENTIRE ACT. CEILING SYSTEM SHALL BE INSTALLED F'ER UB.C. STANDARD 252. GLOB CEILING TAPED AND SANDED WITH PAINTED FIN. TO MATCH WALLS ON 6' MTL CEILING JOISTS 24' OC SEE PLAN FOR CLG. HGT. BRACING MAIN OR CROSS TEE SOUND BATT INSUL. MIN. 2' -0' EA. SIDE OF WALL TOP RUNNER (EXPOSED EDGES PAINTED BLACK) 2 1 x 1/16 FEELER 023 ANON A -446 SCREWS 4' -0' 0. C. SALT INSULATION AS REQUIRED 3 I/2' METAL STUDS 2' -0' 0. C. NOTE ENTIRE ACT. CEILING SYSTEM SHALL BE INSTALLED PER EEL. STANDARD 252 i i �—I -HR RATED WALL CONSTRUCTION, 5/8' GWB TYPE 'X' EACH SIDE OVER 3 -I/2' MTL. STUDS CORRIDOR PROVIDE SEALANT BOTH SIDES OF WALL, TYP. FIRE DAMPER REQUIRED RATED CORRIDOR WALL BASE DETAIL AC.T. SEE SPEC. SOUND BATT INSIIL., SEE SPEC. TENANT 5/8' GWB OVER MTL. STUDS PAINT PER BLDG. STD RUBBER BASE, MATCH BLDG. STD. CARPET PER BLDG. STD COLOR AS SELECT'D BY TENANT PATCH 4 REPAIR FLOOR AS REDD. TO RECEIVE CARPET ® WALL DETAIL 3'.1'-0' SUSPENDED HEADWALL W/ 5/8' TYPE 'X' GEE, (I HOUR) EA SIDE BRACE TO STRUCT. ABOVE. SUSP ACT WITH 2'x4' LAY IN PANELS SEE PLAN FOR HEIGHT CEILING LINE NOTE ENTIRE ACT. CEILING SYSTEM SHALL BE INSTALLED PER UB.C. STANDARD 252. METAL EDGE BEAD AT CORERS. TYP. ( MEM WALL WASH LIGHTING BY LITECONTROL NO. 501024 T8- CU11-IND- 120 -ELE. ITT HAS A NATIONAL ACCOUNT AT WESCO CONTACT DAN DIMS OR JEAN HINTON AT 800- 562 -2426 TYPICAL AT EACH (2 � 5//8' GWB EA SIDE OF METAL STUD FRAMING TO DECK ABOVE. PROVIDE SOUND BATTS SUPPORT MEMBERS PER STRUCTURAL PROVIDE STEEL BEAM PER STRUCTURAL 3/8' 5 THREADED RODS PER STRUCTURAL ACT CEILING PER PLAN. CEILING WEIGHT OPERABLE PARTITION AND TRACK SYSTEM BY PARTITION MFGR SEE PLAN FOR MODEL AND NUMBER NOTE TO B IN•EP 8' FR• TRACK HEAD DETAIL ® CEILING DETAIL I- I/2' =I' -0' I/4' =I' -0' EXISTING CEILING TO REMAIN PATCH OR REPLACE TILES AND GRID AS REQUIRED AFTER DEMO. RELOCATE LIGHTING AS INDICATED. (3� NOT: DESIGN LIGHTING TO MEET WASHINGTON ENERGY CODE REQUIREMENTS NOT TO EXCEED 100' CANDLES OF LIGHT AT WORK SURFACES. REFLECTED CEILING PLAN SCALE I /8' = 1' -0 ' (5 � JOIST THREAD CLG. %5P. WIRE ATTACHMENT CLG. WIRE 2' TYP. 2'x 4' ACOUSTICAL CEILING TILE (ACT) 4 • 12 GA. WIRE BRACE PER UBC 252 STRUCTURAL FRAMING ACT 2 x4 NOTE: ENTIRE ACT SHALL BE INSTALLED PER UBC STANDARD 252 SECTION ® CEILING DETAIL 1/2'=1' -0' (6 PLAN ER VERTICAL SEISMIC STRUT TO MEET UBC STD. 252 4' -0' MIN. Tao% Percich Kroese Johnson Busse Architectural Group SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 272 ROLUNG HILLS LANE HEE, WASHINGTON 98801 )5E9/ 664 664 - 5181 FAX 665 -875D DRAWN GAP CHECKED DATE 11 -8 -99 JOB N0. CC W ()O UJ O0 zt at zt �/R� O V cm SCALE 1/8 " =1' -0" 99065 a0. vE4u�t OE v FILE: 9965A -3 JOIST. PANEL 4' -0' 4' -0' 4 -0' 4 -0' 4'- A -0' MIN. NMI &WA& ASV TM POINT TYPICAL EXIST. 22K1 JOISTS 0 5'- 5 TYPE CONNE CTIGN (5 PLACES) - ANGER RODS *,SWAY BRACING PER SUPPLIER EXIST. CLG. �- 1U6x15 10-0' MAX. TYPE ,B CONNECTION / (I PLACE) EXIST. CONC. W ALL RETR4CT45LE PARTITION ELEVATION GENERAL NOTES NOTES-: V PARTITION WEIGHT NOT TO EXCEED 10pif. 2) PARTITION SUPPORT SHALL BE POSITIONED BETWEEN EXISTING JOISTS AS DIMENSIONED PER DETAILS. 3) PARTITION SHALL BE IN RETRACTED POSITION ONLY AGAINST EXISTING CONCRETE WALL. DO NOT POSITION RETRACTED PANELS BEYOND THE TYPE B CONNECTION SHOWN. A DURABLE METAL SIGN SHOULD BE POSTED ADJACENT TO PARTITION CLEARLY STATING THIS REQUIREMENT. THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1951 EDITION - ASTM'S LATEST EDITION LIVE LOADS ROOF -25 P5F STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH 'AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', AND THE 'CODE OF STANDARD PRACTICE'. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (N.36,000 PSI) HIGH STRENGTH BOLTS ASTH A -325 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE A5TM A -325. CONNECTIONS ARE NON- SLIP CRITICAL AND BOLTS NEED BE TIGHTENED 'SNUG TIGHT' ONLY. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED SOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITS 'SPECIFICATION FOR STRUCTURAL JOINTS USING 4511M A325 OR 4490 BOLTS' (11/1385). ALL WELDING TO CONFORM WITH AWN DI.1 'STRUCTURAL WELDING CODE - STEEL'. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 10 KSI. CONCRETE EXPANSION ANCHORS - 'HILTI KWIK BOLTS' - INSTALL IN ACCORDANCE WITH ICSO REPORT NO.4621 . INSPECTIONS INSPECTIONS ARE TO BE PER USG CHAPTER 11 AND ARE TO SE BY AN INDEPENDENT TESTING LAB. CONC. EXPANSION ANCHORS S DRILLED IN DOWELS: COPY OF ICBO REPORT FOR ANCHORS USED MUST BE AVAILABLE AT THE JOB SITE. VERIFY ANCHOR INSTALLATION IS IN ACCORDANCE WITH REPORT. WELDING: PER AW5, SECTION 6. VISUAL INSPECTION 15 REQUIRED FOR ALL FIELD WELDS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. EXIST. PC PANEL E Vix5'xl' -0' w/ 2-30 HILTI KWIK BOLTS ®9'oc EMBED 4' IN EXIST. PNL. TYPE C CONNECTION 3/4' = I' -0' m4' =1' -0 `TYPE C CONNECTION (I PLACE) ST VVv FLOOR AT ALL WALLS TO BE DEMOLISHED, REMOVE ELECT. TELEPHONE ETC. TO THE NEAREST JUNCTION BOX OR PANAL. ft I I H L-� Tnr RELOCATE I II SINK a CAB. 1 THRI BOLT s & JOIST. (BETWEEN CHORDS) L1 0 0 I I I I J EXIST. SHAFT TO BE RELOCATED TO CORNER OF PLACEMENT OFFICE al if // 1 JOIST PNL. PNT. II // // // // // REMOVE EXIST. CLG // AS REQUIRED FOR // NEW RESTR•OM — FIT ANGLE TIGHT AGAINST WEB MEMBER AS HOUN E 3/16x3'x3' WASHER -VU I I — — — - r �� -1- - � - - \ -I- �I \ I - -�-- 1 .J PARTITION SUPPORT HANGERS PER SUPPLIER TYPE A CONNECTION & EXIST. JOIST ' -2' MIN. 1' -6 MAX. SECTI TYPI 2 GA SECTI TYPI f�lli =S■ JL - JL 1 _ 3x3x TYP. I UNA. 2 GA EXIST RR NO (LOW VF A RELOCATE EXISTING DOOR AND ALARM TO NEW LOCATION BETWEEN ITT SPACE AND THE CURRENT BLDG CORRIDOR TI DEMO PLAN 0 SCALE I /8' = I' -0' & EXIST. JOIST 3/4' . EXIST RR NO WORK A 2 5 %'m A325N SALTS e 2 11 TYP. a2 d QUA H REMOVE PORTION OF EXISTING WALL FOR NEW DOOR, LOCATION PER PLAN 0 9TL. TYPE 5 CONNECTION NOTE: WELD TAB PLATE PER CONNECTION TYPE C ® OPPOSITE END 3/4' . I' -0' 0-4 Dciti alb CD 5, w DRAWN GAP CHECKED FILE: F U Percich Kroese Johnson Busse 04, Architectural Group SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 272 ROLLING HILLS LANE HEE, WASHINGTON 98801 15091 664 664 - 5181 FAX 665 -8750 REGISTERED 1 ANCHITECT 0004879 Efl PEFlCICH 0, A I ON DATE 11 - 11 - 99 SCALE 1/8 " = 1 - F JOB N0. 99065 PE \1A c,0 A-4 pEPtAR C��R CERAMIC TILE WALL FINISH FULL HEIGHT ALL WALLS TO MATCH TILE OF 1ST FLOOR RESTROOMS S PLAM BACKSPLASH BACK 4 SIDES OF COUNTER- TOP. CERAMIC COVED BASE INTEGRAL WITH FLRG. ® MEN'S RESTROOM R ELEV. SOUND ATTENUATION INSULATION FLUORESCENT LIGHT FIXTURE. OPEN CELL PLASTIC PARABOLIC LOUVER- SPECULAR SILVER FINISH (PARACUBE II OR EQUAL). N • WATER RESISTANT GWB (TYP.) PLATE GI. ASS MIRROR FROM BACKS/ LASH TO LOUVER PLASTIC LAMINATE COUNTERTOP 4 4' BACKSPLASH CORE HOLES IN COUNTERTOP FOR FAUCETS IF REQUIRED (SEE SPEC.) SOUND ATTENUATION INSULATION IN EACH WALL (TYP.) PROVIDE BRACE AT EACH END OF COUNTERTOP, INTERMEDIATE BRACE AT CENTER BUT NOT TO EXCEED 3' - S' 00., BRACES TO BE 3/4' PLYWOOD WITH PLASTIC LAMINATE AROUND TO MATCH COUNTERTOP FROVIDE BLOCKING AS REQUIRED SCALD RESISTANT WRAP CERAMIC TILE WALL, SEE SPEC. CERAMIC TILE BASE, SEE SPEC. CERAMIC TILE FLOOR SEE SPEC. CONCRETE FLOOR SLAB PER STRUCTURAL DRAWING. ® RESTROOM SECTION PLAM TOILET PARTITION AND SCREEN. LIGHT SOFFIT ABOVE, SEE DETAIL. M.R B., TEXTURE AND PAI CERAMIC TILE - FULL HEIGHT Pi GLASS MIRROR TO l' -0' AFF. W/ NOT. EDGE AT 40' AFF. MAX, FULL WIDTH. LEVER TYPE FAUCET, TYP. SOAP DISPENSER, TYP. ALL BATHROOM FIXTURES PER SCHEDULE I �/ INSULATE NOT WATER SUPPLY AND DRAIN, TYP. V4' =I' -0' cp SIP WOMEN'S ELEVATION 1 DIA. BRUSHED WA. GRAB BAR RECESSED TOILET SEAT COVER DISPENSER T.P. DISPENSER MIN EXISTING SHAFT TO REMAIN NOTE: HAND TOWEL DISPENSERS, SOAP DISPENSERS, AND TRASH RECEPTACLES SHALL BE PROVIDED AND SHALL BE RECESSED OR SEMI- RECESSED INTO THE WALLS. WOMEN'S RES /ROOMS SHALL ALSO BE EQUIPPED WITH RECESSED OR SEMI - RECESSED NAPKIN DISPENSERS. VERIFY LOCATION WITH OWNER RESTROOM PLAN I' - 0' ALL BATHROOM FIXTURES PER SCHEDULE CERAMIC TILE - FULL HEIGHT ALIGN ■ SIP. w TOP OF ELONGATED RIM TO BE I' -5' MAX. AFF. AT H.C. STALL MEN'S R EST R OO M ELEV. Percich Kroese Johnson Busse 3 EQUAL SPACES FOR URINALS. A PLAM TOILET PARTITION AND SCREEN. LIGHT SOFFIT ABOVE, SEE DETAIL. M.R GlUB., TEXTURE AND PAINT. RECESSED TOILET SEAT COVER DISPENSER cc (4 DIA BRUSHED S5 GRAB BAR T.P. DISPENSER FLUSH VALVE AT H.C. STALL NOT TO EXCEED 44' AFF. F Y SE 1T Architectural Group SEATTLE OFREE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 272 R It HILLS N (509) 6 HEE, WASHINCT ON 98801 (509) 664 - 5167 FAX 665 -8750 (a 1pFO?STR 1ERED� ) 'Y1 00 0 004e79 ' cJ F'EFlC 4',N DRAWN GAP CHECKED DATE 11 - 11 - 99 SCALE 1/4 =1 -0" JOB NO 99065 A -5 FILE: -"Er 1 1 �r J 0 6 at - C )'' is LW CERAMIC TILE WALL FINISH FULL HEIGHT ALL WALLS TO MATCH TILE OF 1ST FLOOR RESTROOMS S PLAM BACKSPLASH BACK 4 SIDES OF COUNTER- TOP. CERAMIC COVED BASE INTEGRAL WITH FLRG. ® MEN'S RESTROOM R ELEV. SOUND ATTENUATION INSULATION FLUORESCENT LIGHT FIXTURE. OPEN CELL PLASTIC PARABOLIC LOUVER- SPECULAR SILVER FINISH (PARACUBE II OR EQUAL). N • WATER RESISTANT GWB (TYP.) PLATE GI. ASS MIRROR FROM BACKS/ LASH TO LOUVER PLASTIC LAMINATE COUNTERTOP 4 4' BACKSPLASH CORE HOLES IN COUNTERTOP FOR FAUCETS IF REQUIRED (SEE SPEC.) SOUND ATTENUATION INSULATION IN EACH WALL (TYP.) PROVIDE BRACE AT EACH END OF COUNTERTOP, INTERMEDIATE BRACE AT CENTER BUT NOT TO EXCEED 3' - S' 00., BRACES TO BE 3/4' PLYWOOD WITH PLASTIC LAMINATE AROUND TO MATCH COUNTERTOP FROVIDE BLOCKING AS REQUIRED SCALD RESISTANT WRAP CERAMIC TILE WALL, SEE SPEC. CERAMIC TILE BASE, SEE SPEC. CERAMIC TILE FLOOR SEE SPEC. CONCRETE FLOOR SLAB PER STRUCTURAL DRAWING. ® RESTROOM SECTION PLAM TOILET PARTITION AND SCREEN. LIGHT SOFFIT ABOVE, SEE DETAIL. M.R B., TEXTURE AND PAI CERAMIC TILE - FULL HEIGHT Pi GLASS MIRROR TO l' -0' AFF. W/ NOT. EDGE AT 40' AFF. MAX, FULL WIDTH. LEVER TYPE FAUCET, TYP. SOAP DISPENSER, TYP. ALL BATHROOM FIXTURES PER SCHEDULE I �/ INSULATE NOT WATER SUPPLY AND DRAIN, TYP. V4' =I' -0' cp SIP WOMEN'S ELEVATION 1 DIA. BRUSHED WA. GRAB BAR RECESSED TOILET SEAT COVER DISPENSER T.P. DISPENSER MIN EXISTING SHAFT TO REMAIN NOTE: HAND TOWEL DISPENSERS, SOAP DISPENSERS, AND TRASH RECEPTACLES SHALL BE PROVIDED AND SHALL BE RECESSED OR SEMI- RECESSED INTO THE WALLS. WOMEN'S RES /ROOMS SHALL ALSO BE EQUIPPED WITH RECESSED OR SEMI - RECESSED NAPKIN DISPENSERS. VERIFY LOCATION WITH OWNER RESTROOM PLAN I' - 0' ALL BATHROOM FIXTURES PER SCHEDULE CERAMIC TILE - FULL HEIGHT ALIGN ■ SIP. w TOP OF ELONGATED RIM TO BE I' -5' MAX. AFF. AT H.C. STALL MEN'S R EST R OO M ELEV. Percich Kroese Johnson Busse 3 EQUAL SPACES FOR URINALS. A PLAM TOILET PARTITION AND SCREEN. LIGHT SOFFIT ABOVE, SEE DETAIL. M.R GlUB., TEXTURE AND PAINT. RECESSED TOILET SEAT COVER DISPENSER cc (4 DIA BRUSHED S5 GRAB BAR T.P. DISPENSER FLUSH VALVE AT H.C. STALL NOT TO EXCEED 44' AFF. F Y SE 1T Architectural Group SEATTLE OFREE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 272 R It HILLS N (509) 6 HEE, WASHINCT ON 98801 (509) 664 - 5167 FAX 665 -8750 (a 1pFO?STR 1ERED� ) 'Y1 00 0 004e79 ' cJ F'EFlC 4',N DRAWN GAP CHECKED DATE 11 - 11 - 99 SCALE 1/4 =1 -0" JOB NO 99065 A -5 FILE: -"Er