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HomeMy WebLinkAboutPermit D99-0372 - Costco - Remodel BakeryCostco Wholesale City of TukwilaC Parcel No: 252304 -9063 Address: 1160 SAXON DR Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: BARCLDCO25P7 .0 South: Sewer: Slopes: DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: (206) 431 -3670 D99 -0372 ISSUED 11/03/1999 05/01/2000 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERED .0 East: .0 West: .0 TUKWILA Y Streams: OCCUPANT COSTCO WHOLESALE Phone: 1160 SAXON DR. TUKWILA, WA 98188 OWNER SADE PAUL +ELEANOR 585 POINT SAN PEDRO RD, SAN RAFAEL CA 94901 CONTACT ZEMICHAEL GEBREKRISTOSE Phone: 425 -602 -4908 11820 NORTHUP WY; #E300, BELLEVUE, WA 98005 CONTRACTOR BARCLAY DEAN CONST SRVCS INC Phone: 206 -682 -3223 4623 7 AV S, SEATTLE WA 98108 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: REMODEL EXISTING BAKERY. ******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 1 i Construction Valuation: $ 23,000.00 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 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * TOTAL DEVELOPMENT PERMIT FEES: $ 603.86 *********** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * *% * * * * * * * *** * * * * * * * * * * * ** * * * * * * ** * ** * * * * ** Permit Center Authorized Signature: / /.404 1 Date 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 permit. Signature: 7� 1�1 Date: 113159 Print Name: 21jCJk L_ -" Ekialad 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. 1160 SAXON DR 'CITY OF ;:TUKWiLA' 'Address: `;Suite;: • :Tenant: .Type: 'DEVPERM.` Parcel #: 252304 -9063 D99 -0372 Status: ISSUED. Applied: 10/13/1999. Issued: ` 11/03/1999 *•A * *A•* *A**A t * *A * *A* : * * *AA &A* ** ***A **A *A-A-A•A *A'AA A AAA * *A* *A'A•A*A*AAA AA 'AAA Pe rmit Conditions: 1. No changes w i l l be made to the plans unless approved by the Engineer and the Tukwila Building Division. :All permits, inspection 'records, .: and., approved plans shall ; be available at the ,iob`s'ite prior to the start `of any con- struction. These : document =.are to „be maintained and a v a i l - :able, until final inspection ;:approval is granted Electrical, permits ; shall be obtained through the Washington State Di v.ision of Labor and, Industries and ,all e l ectr~i ca l work will inspected by that agency (248-6630). Plumbing 'permi,ts "shall be obtained through the' Seattle -King CountyDepartment of Public Health. Plumbing; will be ;inspected by that , : agency including all gas piping ;All mechani'cal work shall be under separate permit issued b the City, of`: Tukwila All construction to be. done in conformance with approved plans and requirements of the Uniform Building Code. (1997 Edition) as .amended., Uniform Mechanical Code (1997 Edition and Washington State Energy' ,.Code (1997 Edition) . Vali'd i ty Permit. The issuance of a permit or approve plans, specificat ions `and`ccmputat'ions shall not be con -` strued to be a permit for,` or an approval of, any viol ation of anv 'of ; ;the-provisions of the building code or of any ..: other ordinance of the jurisdiction. No permit presuming to ' give authority to violate or cancel the provisions of this code, _,;Shall : ; be v a l i d . Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls - attached to ceiling grid must be braced if over eight (8) feet in length. Project Name/Tenant: COSTCo t✓I4 -554 Value of Construction: 4. z3 000. °= Site Address: City State /Zi : J / (�O SA ,KbA) DIME* E* 7 i 111l I A qtr A g B l t8 Tax P ����!!� �`i �y3 " / Property Owner: .,_., (I G f E L EA Iv ore S''A D E Phone: Street Address: City State /Zip: Fax #: Contractor: eivk)GL -r Pc -A-NI Phone: /1 206 62- 3 zz_5 Street Address: City State /Zip: 96 7 A E 56 0" ( / S &AT'T , WA 9:✓slog Fax #: / Z06 �2 27 � l / Architect: Mvtv WV `7' ,�fi2c. ( CTS Phone: (_z 4 l' ©44 Street Address: City State /Zip: /l 02 NOR r8 OP tU'A -r "tE3oo /3/ VU IVA yi3C0 Fax #: (12..). 82Z- z{1 0 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person:. ZEMfGNQCL- GEI�REIKf2l Phone: ( 1 4). 5) 6 - Street Address: City State /Zip: 1107 -o m rrluP co�`r, 63cv elt/v, of 6 10(905 Fax #: (4j t32a 41 Qescription of work to be done: 7 ( eR MoDE"- OF AN EVIST 1AY sES .6A Y ,24 Co.STCo ?V tU,(.A STb1Ze Existing use: ® Retail ❑ Restaurant in Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /university ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /University ❑ Other Will there be a change of use? ❑ yes J1 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes IN no Existing fire protection features: 7.1 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: No, 61•-56 existing Area of Construction: (sq. ft.) 5810 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKIAC,A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Nun1[i0i. '' = PermivNumtieri -'` :ommercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT: REQUEST. FOR PUBLIC WORKS; SITE /CIVIL PLAN REVIEW OF THE FOLLOWING :; (Additional reviews maybe determined by the Public Works Department): . ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)il: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer it: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent It ❑ Water Meter Temp it ❑ Miscellaneous Street Use Size(s): Size(s): Size(s): ❑ Water Main Extension 0 Deduct Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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 lime for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appfi 'on aJ d:q Date a ptiorr,p Appllca;6by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CrPERMIT.DOC 1/29/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: e_E-nl is -(A-I~"7 rfit v)pC- KP. t STb3E Phone: Q2S -_ € 22.... .. 040. City /State /Zip Fax #: 4 2,, 22'4I f5ELGruoei 0/4 ` o005 Address 11 g1 Lo /d Ditty ix (,t,' A7, , 1 r _3vv I vtit , of ALL COMMERCIAUMULTI-MMILY TENANT IMPROVEMENT / RATION PERMIT APPLICATIONS II/MT BE SUBMITTED WITH THE FO OWING: 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 ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 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. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. El ❑ 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. CTPERMIT.DOC 1 /29/97 . - }. �. ..: S''?�.}jnr'i iiK' ;; " >.t� jA.ali''r'.j�fi ±i'�, ":t�:, : z.• i4: i.NrS • P rE *..A'drktk7i.)■h * *kkAk * 4 dr kA A *fir' * ,4t4h* .l•kksti *:kk4,�E * *hk*A4k •A*t.k *k • CITY or TUKWILAa. Wh': .. 7 D, IR ANS M1:1 . ,4`..4 ok ; b # ;1 1e'h 4 lc kit k e4.1t * :E ;t h k 4 :4' • A :4,k. #.fir. A * .. A * :1 k ii :1 :4-:4 'A :4 s4.•k 2V 4c •k k : •h h * l .4 :4.:4 4c . ic' •A ^w * * :1• ra.mat 3,T thtniber M .N_9Ei 025 .:'fmuunt r 23 :.5() 03/2310P' 1 i:53 'Pa�,+''nei,fi i4eZhodii. CH CIi• • {4Qtation.'' 'ALE {IULLIV'AN': ' Init... tLEi • • 'cr uiit i461 ;i}4 037"_ _ 'Cv I E ►JPEIU { . .DEVELOPMENT PERKIT • Parcel ,:i c -::5 2304 r)O,; . .{ii,te Addr'e0rW. 60H'S •: at tprO4 BAKERY.:: CQb�,I •fees;, ti', ? ?i J i,' y • ::'3,.50 'Total ALL Pm1is ' 74 ;36 U a l ancd � .00 • A** ikk sf .**'*.*** A. * * * * *.4l1A** *A* *•h * * *k * ** *4vAl *•do4 * *r4 *'4k*k•h * * * * * * * fi4 * Accu.unk Cade . Amous'v: 000 3'4`;. E JQ PLAN CHECK iltlNEt fi 2 LSO 2829 03/23 9717 TOTAL 70.50 <.tl l•} h•+ •*Ithl *:4fi•h ' k1 : l * � h; l• k. l*: shS:s, * *.s+t4•:th }.*!.h.lk%. *'. *:1:l: kA C)T;'.CIF 1'ONi1l.A i�!N � ` O *+1* /lc*l 4 k•/C 4 . , i* * h IAA�S:IA.k *l � * .A..1 �� A A . Air * . • tit .,th:lh : s t . k d1 thl; ri :t�tA.k: ;lk s .l,ks. $ : {•sA 11?AAi'i�,MI T iruin„ €r: -'14 ROQ'..jO 1ific;ut t 47.00 02!j04i ?v 0�a :I r '� r w 't virle ..:' i4efif��1d CASH tdo 4,a•t i on:: t J Lr. l(i35!:I•I r t�iF ?lI:R P€ i m i.t I4o : I 0.372 . .fvat� t.:.DEVPLhi4 I'�Euri OPI41 :144 PLIIiIr P.cr Ltr I •. Nci ,52 t , 0 ; t 5 t'h.e; t difi&Csc : ' 11. 8A I)rt L ct t:..•,z, t i c;,ri a :BAKERY 4f .00 1' i'<<I 41..t. Ptii,tsar . i..ir:t.�I� *��i :ttikstd; IIii1nticnE ' .4() i:d'I Ai *A*** .tAA*A**4 *A k A.A * * A. **'A•Tt 0c(1o4nt I ode ()( .cpi:U";; i on : 001)/Y34!;.030 j .;:- , ra.3o a t.t.�� �: r L.ftN C1,.:CI( -• NOt4RES 47.()0 1185 02/04 971.7 TOTAL •47.00 , �4f.:� ; � ✓. t `f :': ' •pf� ?�S;y ..+ 5: .: e ✓ y Y,r7jdr'c7 :" C;0;; 86 **'* MA* itA* k i4'• A• A.*•* d• O *44 *Tar**:44•k 4•kA. *•Ak4A* s1 h h* *d r. **:4ar*** *•A A.'4* : A cx 0,u)t. t',QJe 1)esc i p1; i qt1 AinOiin:- Ou0/ 122.1.0 BUILDING' - •MUt'IPE8 i3 ,..94. 1001 3.15:1330 PI_At•t. •CHI::1; It •- IdI ES 23 6 . 1.1 000/286..104 "'f 0 E: BUILDING SURCHARGE, 4'. 10 r r t**4**'**44A 44 4.}1)1rk 4 4kA4.!k• k*.. k9 rA •kc•kF* *±*,kk:t4kA:t.44444•4 :4 ! t.* ;t .0E 0t :t` A' - k.:4 *.•A *..h :4.7F k 4 .k :t. k �S ? Ir +V * * k ,k A cT# * 4 N. 4 •a * , 4 k •ti•:L. •k 4' •A ' +• :•k •. ;t tik. k ^ 3 t:A11,5 r R.9,80:0180 tl mu4iri t; 9 49.55. i i 03 %99 (fir? f ,. zt1i:`'SMer L;K' t��w•k 01 14Lt1 _tVtaUWY ARt:i1 TI:. I t w. 1. 11 P 4t:wit:', or, D99-0372 rvuet t E.VPI=kM DEVELOPMENT PERMIT Pair'c:el Na: 252304- 9063 f3 .te 'Address: . :1160 SAXON : t)tI' 0521 11/04 971.7 TOTAL 349.55 :**:**t4h ' * *IV**y4 *4sk1 * * 44 i. sk' ** 4*IN * * *d; *. '•k*•P k t. * b****•*#stxi3•.1k ' > t .CTY l3f rlj1 3411 Ft', OA' . ►RAN All' t a 4 ** 4,', ' + t * •A-:sk 4, * s l -i•4. i , k *.* x / . ,i k st.rt** 4rt ro t s k * * • i t * A !s st * . * A• •L * * $ k d,* off•!,' fi ;k * * 4 -,k 4 **Y . , r.R . A11914'11' t1u'.Inhtt : R1Bf>U.1bf :idinag a , 254..31 ,1U; 1'3r99' t? (1'j;.." Pa■rlr~rtt.'" tie thcick. C3.1L'CK Ilu,tat iots: 3iUl:titn4NV F'Ikt;HI *1C. • :.11.11 ii: 1.'1.14: Per".nrit, j4ct, C)99' -.. 172 .'. 1 v ae: I'LVPF.;Phi QE.V EL l:!PIWNT : PE. I tillT ' 1' al-cre1 :1iQ a 25230 rl0.b3 S "i t e • f i dtii r r T4 .::1:16,0 S Ia Y CI I4 1'41 i,otal 1 v...s r; (?3 f3u. 1 hi i P „��mc r {i 25.31.: l'otaL ALL Pmts itin arrcne *d* * * * *d>t *s(•.*Ai*1 *:3*it.4 * * * **s4s% *st *stskdst' **sl *ek* *sk * :kk * *** **Pk..4t Account E.nd : Des er 1 p I on/tilt: 000/322.100 13UIL.().116 -''.`!'[fi ICE 254,31 7921 10/15 9717 TOTAL. 254.31 Project: e 05.7ito (jbm of In U Address: 1! //ZPO SaK 09 )'.' Special instructions: Date ant -d: a.m. //' p.m. Req - er: / 0 Phone: a • .proved per a plicable .ro Corrections re COMMENTS: 9/ Fiy74. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r ic - -0.3qA PERMIT NO. (206)431-3 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ct - co T , l � to` t e V T r� Inspection: �Yi'N lv dr /� �� S�x�r t Date called: CO_ 13 — Special instructions : - Date wanted: n (n " 1l4 OV ` m p.m. es r: o Phone: c —6 1 ( 4 ( t"1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Ei)vd, #100, Tukwila, WA 98188 V Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: F n„p M & c/) t�E4 g r MAMA- �.t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: } P � C7 T C / :flclitt sb 5 07, / - Date called: Special instructions: Date 47 0 (``"� .m. R r Phon e. INSPECTION RECORD Retain a copy with permit INSPECTIOON N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter' Blvd; #1Q0, Tukwila, WA 98188 Approved per applicable codes. Receipt No: L.l. !:141 1 ..semlel M Nyl1Y1WW1' .' PERMIT NO. :. (206)431 -3670 ' (See 41 z" otJ //a) 776,„ Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • } Project: 6 / Vr-t7 Type of Inspection: te.41.2ti Address: Date called: Special instructions: Date wanted: 7,... a.m. ,4 Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. COMMENTS: tiA HS 41- cr 7 Approved per applicable codes. 0 Corrections required prior to approval. ir V • El $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Inspectio : Address: // 0 iSZ Date ca e Special instructions: Date wanted: ...9 ��7�') Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. gCorrections required prior to approval. COMMENTS: 47z- tr,e a� LZ.? l`p� Date: $47,00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: p S �r . - . ...r � iC r e C e 7 e 1 (9 - , #( Cif-S/) 14. * CS c S /76 FtV444 ( , - 1, - 1/S- 7U (s f s t wr/ ,4e -po& of /'/m s6.. = Special instructions: Date w a n t • Requester: Phone: Project Type of Inspection: A � °�93: �� �, ( d rob '" cprr7LC1 /�.1 Date called: Special instructions: Date w a n t ---t-/- ,�y� a.m. 4- c. D p.m. Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a ,....coonteaostaarnoaaasoaancsanarraattiatorallinVergiOaneatiMPPV1i1.1 '. PERMI O. (206)431 -3670 Approved per applicable codes. fl Corrections required prior to approval. [Receipt No: Date: 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: J Type of Inspection: r ........... , Address)/( . a- Date called Special instructions: Date wanted: a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 fl Approved per applicable codes. -t, INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 COMMENTS: /evil p-191 Vet* / ,i)ed / 4-6 Pi2/X1 J42 y), earn Corrections required prior to approval. 4111 „b. w .1311. $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: City of Tukwila Fire Department Project Name (5 I Address Uf ), 3 5 /Y(,, if Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Needs shift inspection Authorized Signature FINALAPP.FRM '....�±^-- ,r- ..,M•. i37" .'Mk ' ••7Cfir ;b`T' . 0.+4 ..4. ,a TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule 7 Approved without correction notice Approved with correction notice issued John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. 't77-J3 Date Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57$4439 1(x/22/99 FRI 12:25 FAX 2 I . .. October 21'99 Thank you ARCHITEC MULVANJ'1Y ARCHITECTS 11820 Nort aup Way, #E 300 Bellevue, Washington 98005 (425) 822 -(:444 - (425) 822 -4129 FAX Contact: ZE michael Gebrekristose MULVANNY ARCHITECTS PLAN CORRECTION (D99 -0372) P.t.,_!t COSTCO WHOLESALE BAKERY REMODEL 1160 Saxon Drive — Tukwila, WA 98188 MA# 93 -044E CI OF';1UKWILA — DEPARTMENT OF PUBLIC WORKS Date: Sept.:mber 21,1999 Plan Revile wer: Joanna Spencer RECEIVED OCT 221999 PUBLIC KS The reference numbers listed below are related to the CITY OF TUKWILA Department of Public Woi ks (Application Number D99- 0372). 1. Re: Is i he waste from the bakery going through the grease intercepter. If it is not, it should and you wi U be asked to modify your plans to route the waste line through a grease interceptor. Answer: The waste from bakery is connected to existing grease interceptor. Two revised sketches are attached for clarification. NMP, TREIA.ROB SYSWIL.MP/ROJP.t fSTOSTC019)WJ- o4/tSwDo lACortcspondcnco\PIAn Rcvkw Laua.doa MU Lvenr Y ARCHITECTS P.S. 1 820 Northup Way, # E -300 (425) 822 -04 4 FAX (425) 822 -4129 Bellevue, Washington 98005 Q001 10/22/99 FRI 12:26 FAX 2 PLAN CORRECTION (D99 -0372) COSTCO WHOLESALE BAKERY REMODEL 1160 Saxon Drive — Tukwila, WA 98188 MA# 93 -044E MULVfU)flY ,A'. CNITECTS P.S. (425) 822 -0444 FAX (425) 822.4129 MULVANNY ARCHITECTS 11820 Northup Way, # E-300 Rellevne, Washington 98005 j 003 10/22/99 FRI 12:25 FAX 2 PLAN CORRECTION (D99 -0372) I '.1 "1' COSTCO WHOLESALE BAKERY REMODEL 1160 Saxon Drive — Tukwila, WA 98188 MA# 93 -044E MULV41111Y ,12CH1TECTS P.S. (425) 822 -0444 FAX (425) 822-4129 1r - .7.1 MULVANNY ARCHITECTS f }r, 11= it.-.. F . r1-' h . 1 i _ E J i.I] 1:::. .- k 0 1 [1•-:".i L ,-" 4 r 1 •.. 0 11820 Northup Way, # E -300 Bellevue, Washington 98005 a 002 September 23, 1999 Pedro Castro 1160 Saxon Road Tukwila, WA 98188 RE: Costco Wholesale 1160 Saxon Road Tukwila, WA 98188 Dear Mr. Castro: We have approved the plans for your food service establishment. Your establishment has been assigned the following business identification number (BID #16338). Please use this BID# in all future contact with us. Before you open you need to schedule a pre - operational inspection by the Health Depar'mcni Although your application for a food service establishment permit from Public Health Seattle -King County will be approved during this inspection, you may need to obtain additional permits or approvals from other agencies. It is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals. Operating the establishment without these required permits or approvals may subject you to legal action by the appropriate agencies. If you open without health inspection, you may be closed. Once your plumbing permit has been finalized, contact me at (206) 205 -1903 to schedule the pre.. operational inspection. Failed pre- operational inspections will require a $100.00 fee for a repeat inspection. Be sure all other business inspections are done (plumbing, building, etc.) before you call for your Health Department inspection. Sincerely, tbxA 1 Mike Milbach Plans Examiner MM:nm City of Seattle King County Paul Schell, Mayor Ron Sims, Executive Seattle -King County Department of Public Health Alonzo L. Plough, Ph.D., MPH, Director pgO!MtD et't l of TUKWILA OCR' 1 3 1999 PERMIT CENTER Vici--051a Alder Square Environusenial Health Serviceh 1404 Central Ave. S., Suite 101 Kent, Washington 98032 (206) 296.4708 or 296 -4666 FAX (206) 296 -0163 'Printed on Recycled Paper SEATTLE KING CO HEALTH DEPT ruLDER SQUARE 08/30/99 5:01PN 600A#$543 PLAN REV ITEMS CHECK $205.00 6 rzQ. ss: 1/6? '4XCW ,'otP (if different): IQ •& Phone #: $205.00 • Ownership Information ablishmertt Manager /Ope'•atof (if known): MX/4d • Pt7TT Jo/l Name of Owner (if partnership, list names of all partners): • Name Address Phone i i • 12 Request D Other G4617W. (¢25) 00Z- X9/7 PEND - Pending permit. ' Date: _ - _ ` - • _ Sanitarian: Elapsed Time of Plan Review: _ • hr. , • REASON: TYPE: ' 4' 0. Consultation 5 Q Plan Review . . PLAN REVIEW RECE.,, /EU • AUG 3 0 1999 . ALDER SOU 20X0 57 s " one • 0 Establishment Information 1: • Permit Period: P- Permanent / S- Seasonal X- Exempt. 2. Permit Term: P- Permanent • 3. District: 1 -North 2- Central 3 -Alder •Square 5- Northshore • 9 -Meat . 4. Status: ACTV - Active; existing permit active, remodel, no permit class change - Enter . • . •inspection data only. . • ' ACTV- Active; existing permit active, remodel, change in permit class Needs . • District follow -up for new permit class. PLAN - Pre - planning permit (following plan review - New establishment) 5. Permit Type: FOOD; • MEAT, POOL 9. Multiple Permits /Addresses: Yves • No RECEIVED • INAC - Inctive permit (closed pending sale or other reason). c*rvo ' rUKWILA 6. Business Class: (see list on back) • ..... O C T i .3 ..1999 • 7. • Seating Capacity /Checkout Stands: 8. Governmental Code: (see list on back) •• 10. List former name . of business, if •any• PEANUT CENTER • • Computer Information Inspection Program: P- Permanent Food T- Temporary Food M -Meat S- Swimming Pools /Spas Business I.D. #: • • • 3a RESULTS: 4 • Approved 5 . 0 Disapproved • 6 0 Pending . 7 0 Other C C I n �,(: .'.: y'ii :.i �"::Yt' F'+ � 'iYa +' -i J`; r:x/y:y. _ ..ip {� vP'tt^p�: ,, ?:i^.: '+!•Mi: = ,"'�' }�i�, +.iaYi .' - :4,. .n.'.r ;� "irf�;.::- o.�i'.� ,....:zFz's ,.cs,.S... S.'„i.'(. ,..,.n`:.�. �..,.;C ?:�dF:,.,,,..5 ii�ii!z i i�.`....... ,,...u,..v..A... c:h.�.. n. _•.T.......t„S'•'r $ r, r._� ._ ,.. . ,...._. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0372 DATE: 3 -29 -2000 PROJECT NAME: COSTCO BAKERY SITE ADDRESS 1160 SAXON DRIVE Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision #3__ After Permit Is Issued DEPARTMENTS: B il Division IR Fire Prevention 3.30 - OD Vt. 3^3p -co P� ^Z' Works Structural T / NlI.+�-3o DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: n REVIEWER'S INITIALS: Planning Division mil. 3 - N5, ao Permit Coordinator DUE DATE:3 -30 -2000 Incomplete n Not Applicable Approved with Conditions TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4 -27 -2000 Approved d Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) _ DATE: s ia+:. yy,'ti#f} m! , . 4 �r'�n�� .....r.: ;.t�;..1.�Hi.t .5 � . � t . • � , 3 } � 4 a< i` t '..?� ..;a�;�,,.... ,.i 1 �-,+' JIKl t , < < .... 'j;' "i 4 � 'k F. .:, �.. ,a; it . -.. �,: ,,,.: P.h� �a: .7�; *y- la:.fa �' = e.�;:.7. S. }:e_ti '.. };,:-- 'l.;�' S'v .k ,u. :l,�ii,�,x. },d �aco.l. +.x... :•. ° + »•, ,.,� s �.i .�s.. )��1�' � ws. x•�..,Yt. u.H,k�G f,�C.tF DEPARTMENTS: Buildin Division 4 -0 Public Works Y'N1(+1+II I)OC Yf) Approved d PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP x n TUES /THURS ROUTING: Please Route Structural Review Required CORRECTION DETERMINATION: Approved U Approved with Conditions REVIEWER'S INITIALS: No further Review Required ACTIVITY NUMBER: D99 - 0372 DATE: 3 -3 -2000 PROJECT NAME: COSTCO TUKWILA BAKERY SITE ADDRESS: 1160 SAXON DRIVE Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # XX Revision # 2 After Permit Is Issued Fire, Prevention jg Planning Division - '1-ov Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-7-2000 Complete Incomplete n Not Applicable Comments: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4 -4 -2000 n n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ..�,. . r .,..F . • .�,:, :y � ,. •r...; ,. : t ...h, 'M }y z i e . -��: e� °'.7 n`: `.,''d��'� YJi ..i .:�rh � f �.Y '�rHS :. ; R ; . i:;tt .�.. ;.ksi,3 . .�I 1 ir.> �( ? $rtr.• ... ��rr.. ,.t ... le .vu ... r?i.,.�tl .. :�� 4..t. .y' r{�cr .iF. >.., r.. r '.:1 nrrt... <. a.3i1. r'..�.. w..♦ .i....r :.lu r. ..... i��< l r..,.. CTIVITY NUMBER: D99 -0372 DATE: 1 -26 -2000 PROJECTNAME: COSTCO TUKWILA BAKERY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: I�ex1 Building Divisi ABC. (- Pu, bJj� VYnrks . l'Z't DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fi Incomplete n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved I PERMIT COORp COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Z Fire Prevention Vi Kt Structural n L Penn ng Division I- 2 -0 Permit Coordinator DUE DATE DUE DATE: 1 -27 -2000 Not Applicable n No further Review Required n DUE DATE 2 -24 -2000 Not Approved (attach comments) n Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUT[.DOC 5/99 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 25Yi: •Xs Approved with Conditions '.�1, ''•^:�:'N'cey` "., S' r. 4:;-.. F. PS^,.' QS' 5,,..•, 7tfi! Z) S„ �rgS" 1.- 11 �'?: `.'.'e:�?:gn�°x7,�33;.,? {t� t7 Qxrn t' Ccx9 PLAN REVIEW /ROUTING SLIP ACTIVITY .NUMBER: D99 - 0372 DATE: 10 -13 -99 PROJECT NAME:. COSTCO - BAKERY REMODEL X Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _ Revision #: After Permit Is Issued DEPARTMENTS: pp fev ti Buii Division k Fire ention V Planning Division X1 /tuJ/ 10. -i1 G (0 - 22 4/1. Public Works Structural n Yh ,P lo - 2z-q'i to - «-q7 Permit Coordinator St DUE DATE: 10-19-99 Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 11-16-99 Not Approved (attach comments) PI REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: Revision No. . Date Received Staff Initials Date Issued Staff Initials 1111E11111111MR InBEINNEIL E I I Summary of Revision: e .e MP v isi - a ___Ii_ . 3i1-3 --- 3 /1 - I .... AN . - Received By:wmgerig _Animism Revision No. Date Received Staff Initials Date Issued Staff Initials . . I I Summary of Revision: I Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials I I I Summary of Revision: Received By: PROJECT NAME: U - 1 - 041; la Site Address: 11 lop SeiX0 Y 01-- Revision • No. Date Received - 441 IvpOO I - Zia• Summary of Revision: Qc S -40 REVISION LOG Staff Initials PERk I NO:. D Original Issue Date: I I-3- Date Issued tleet _l___LA.7. 3. -00 I U3 DI.1) A3.1j AS. Received By: S. ri (please print) Staff Initials Recei d By: (-)441.. nI(LvA, (please print) ' (please print) please print) (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials A-2- -z-oo I Z1 I FA- 2.3-00 I =1:.• Summary of Revision: Eu- cnciect clCcoosti cal c el I Lu Sci q ci&a.■ I • 04 cid eck tmtet...7 ■ Sheet Number(s): 4/.1 , E - 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by � MIX) City of Tukwila. • Department of Community Development Entered in Sierra on' 30.- C) John W. Mayor:. Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail fad etc. Date: / // 2 '7, elo Plan Check/Permit Number: . T - 6 8 702 I ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # y "' Revision # after Permit is Issued Project Name: CD S4 C O 7j A iG Al 5.4Xelef /Pe h'1 o Project Address: //60 Yok z)/P /V( Contact Person: 441C/Met G9/e"t/ Phone Number. (As-) 6421- (g 7f Summary of Revision: A ! - AMU s467 - 6V6 ttt Pl r�iV #16 3- NEW S/trt 7 - LE/01T7Ath° M- 3 - N li.► SitgEr= /Gv1118M1 &a1/ /IVAC P4'st E -1 - N I 6 V 1 J : 1) $11 - E j- RECEIVED CITY OF TUI <WILA G4 r) 9 t2 ..;c1or1 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: "Mal 2 # 2 O 00 Plan Check/Perniit Number: - 0 37a ❑ Response to Incomplete Letter # ❑ Response to C • rrection Letter # ❑ Revision # City of Tukwila Department of Community Development Steve Lancaster, Director after Permit is Issued Project Name: Costao 7 wlC.. 44 61ke y Project Address: //6.0 x4•11 aftve Contact Person: /4 6e *set. 6i , w1 John W.- Rants, Mayor Phone Number:C A s 602 a 7i Summary of Revision: (X7Eit/ 6O ,10ovu317C14 . ad'ih '/6 2.) ,qV /Seb r /ISCiA 4 74'/L a) Amer s4 /e ze "Gem g b Sheet Number(s): A 3./ , AS:/, Al. / "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 3 -3- Dzoo 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Date: Project Name: City of Tukwila 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, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # R. Revision # after Permit is Issued Plan Check/Permit Number:Pf' d 31 C oto 77) ON/<✓ e'y Project Address: // bD $AXON Z)leI V e Contact Person: ! l 1 t POI et Cow Phone Number Sheet Number(s): ,g,5 A/Orin 4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: j- El/ Entered in Sierra on I-- gI4) John W Rants, Mayor q PCONIVED OW ow YUKWTLA JAN 2 6 2000 Summary of Revision: TS -! 1E INDEX aP ASPA*/ /A/ I`6 $ 7 -Z - V I$& / / t� y < I • / G4A � Dl , - R61// Sep EXTENT O ' Dffht oL/77oN PERMIT CENTER 1 43.1 - ,4 DDva 11/ 4' SW eB T #11.l - lt6k /J 'O PL©o2 PG AN Rb/t CL 6 PLAv, poo,Q Sate!. AS 2 - ,9DD ea Nf seer 49.1 - Abt A 1)6T4Iib S.2 Abb 'IJ StlE6T 44•2 - ,A pDe"b SACET 06/29/99 4300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0372 (512) Re: Costco - bakery remodel - 1160 Saxon Drive October 21, 1999 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 siTa 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) Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) A wet chemical portable fire extinguisher having a minimum rating of 2A:1B:C:K shall be installed within 30 feet of commerical food heat - processing equipment, as measured along an unobstructed path of travel. All new automatic fire- extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 2. 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) 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) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 57$4439 City of Tukwila Fire Department Page number 3 Thomas P. Keefe, Fire Chief 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) 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57$4404 • Fax (206) 5754439 City of TuktiVila•-• . . • John W. Rants, Mayor Thomas P. Keefe, Rre Chief Page, number Yours truly, CC: Fire Department TFD file ncd • The Tukwila Fire Preantion Bureau 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 maybe necessary depending on i 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) 575.4439 Post -It' Fax Note • 7671 oaa • qa gr ' To rr JJ ,, c° `°'"` l rA ilaa bib c°` S Phone M V I PhotN 2010 LA 2 7 3 �?� "axe ' 1. NoL5 hx# 2410 f113• 11121 Post-it' Fax Not. 7871 1I l sP I To 14 ,, [ C 'fir � '.. Phone 1L. axM FO25- 0.5 2-0nn itiV)7) NOV-02-1999 .10:52 BP DEAN CONSTRUC1 ON Pte• . q -03'7 Mtge, o1s4 Ithuttct Coro DEPARTMENT OF LABOR AND DUSTRIES REGISTERED AS PROVIDED,BY LAW AS CONST CONT GENERAL •'REGIST.. # 'EXP. DATE CCO1 .•BARCLDCO25P7 12/31/1999. EFFECTIVE DATE• 10/27 /1998 BARCLAY DEAN CONST SRVCS INC 4623 7TH AVE S SEATTLE WA 98108 -1719 Dctach And Display Certificate x � P. 01/01 TOTAL P.01 t ` NAG; Special IKsplekto, re ..li foe 4 :al . E BAKERY REMODEL P.. 1160 SAXON DRIVE TUKWI WA 98188 VICINITY MAP LEGAL DESCRIPTION GENERAL NOTES INDEX OF DMWINGS SITE '3, BLDG. STATISTICS I - 40 SW 27th St PARCEL A: That patron of Government Lot I of Section 55 and tovermnent Lot I of Section 56 and A 2& Al Lot 6 A S ec t ion 25 ari th por of the southeast q uarte r of the southeast quarter of S ection 26, all M Township 23 North, Range 4 East, WM., In King County, Washington described as follows: Begvnhg at the northeast carter of said 6wemment At I of Section 35; thence south 01°19'01° west along the east the of Government Lot I oP said Section 35 a distance of 8238 feet to the true point of beghnhg; !once north 88 °0.6'21' west a dlstolce of 16724 Teak; thence north 01 °5139' east a Aston.. 8355 feet; thence north 0I °47'24• east a distance of 515.60 feat; ar'9 I^9 thence Meng, ante to the M hat a radius of 300 .00 fe et, on arc south 6 et of 49,43 Fe through central angle of 18 °59'26 "; thence south 88°13'31° east a d t of 72322 feet; theme south 01.417, Kest a distance of 471.67 feet to the west magh of ...lanes Christensen Rood; thence south 30 °2421" west along said west margin a Astonce of 60.08 feet; thence south 015221° west along sAd west margin a dstance of 174.08 Peet; thence north 88 °0621' west a Astor. of 52622 feet to the true point of beginning. TOAETFER WITH a permanent old hrevac role non-exclusive easement over the fallowing descrbed SO foot strip of land, commencing atthe east line of Andover Perk East, Proceeding easterly to the east the oP the grantee, (Parcel A) property, said SO faok ',PIA' lard It dascrlbed as foll That potion of the southeast quarter of the 'southeast quaker of Section 26 and Covert.. Lot 8 oP 5eckbn 25 all In Township 23 North, Range 4 East, N WM, the I . Clty of Tukwila, King County, Washi gton, desorbed as follows: I eogtnt g ark the southeast corner of sold southeast quarter of the southeast quarter of Section 76; ,thence north 87°4408 °west along the south' lines of sold southeast gLOtu oP the southeast quarter of Section feet; 26 a distance of 16fi45 f thence north 01 east a dbtoce oP 51560 Peet; thence along a curve to the rl jnt having a radius of 300.00 feet, an arc Aster. of 99,43 feet through a central oigie of 18 °59'26" to the true point of begin -Cg; thence north' 69251" west a dbtmra of 257,41 Peet to the easterly margin of Andover Pak East; th ence along sold easterly margin along a 616-4 to the right the center oP which bow south 71 °29'01• east having a radius of 270.00 Peet, ol arc distance aF 20.33 feet to point of revers cove; a Hence slag a ar CI For the raft having a radius of 350.00 feat, on ac distance of 11.46 feat; thence so 01. east a d stanc of 970.63 Feet; thence so. uA 01°47'29' 171 west a dstace of TOAD feet to the northeast tamer of the above desalted parcel; thence north 667123r west along the north the of the throve described parcel a distance of 12322 feet to FIELD VERncMTON AND COORDINA710PL L SURVEY DIMENSIONS: DIMEN510N5 OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS, Tt ARCHITECT BEARS fro RESPONSIBILTY FOR ACCURACY OF SAME. 2, E7C1571. UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIC7N OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES, EXIST' S HOHtlJ HAVE BEEN OSTA.,,, FROM AVAILABLE RECORDS AND ARE SHDrei FOR CONVENIE k THE CONTRACTOR SHALL BE REPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SFK SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXIST]. UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY, CONTRACTOR SHALL CONSULT THE MAKIN. LL S FOR EQUIPMENT THROUGH SLABS, S NS WALLA, , CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABI.TS,INET5, AAND EQUIPMEENT AND SW THE 51W� AND LOCATIONS WITH SUBCONTRACTORS. 4, MAINTAIN STORE OPERATION DURING SELECTIVE DEMOLITION 5, MAINTAIN UTILITIES, COMMUNICATION AND SECURITY DURING THE DEMOLITION PROCESS, 6. ALL SASV.46ID MATISRIAL is THE POSSESION OF THE ONPJEii , 7 , PR O VI DE TEHPORARY CLO PAARE FOR A OPE OF Ti. AIIDINe EXTERIOR I COORDINATE w EUILDIN6 5C 1 , DINB7510Nra I I. co Nor SCALE D. DRAWt155 TO OBTAIN Dime.0.. WRTTIEN DIMPc5ION5 GOVBRN USE AoLDAL FIEL D FEASRE IFY TUTS, NOT THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, I 2, DIMEL510N5 ARE TO THE: - CENTERLINE OF COLUMNS OR 6RID - COTIMR-INEOF OPENLY - CENTERLI. C7F PARTITIOFL -FACE OF CONCRETE OR MASONRY (NOMINAL) - FACE OF FINISH AT XI EXTERIOR . WALLS -FACE OF FINISH AT EXISTING FINISH 60VERC11N6 M THDRRY REGf11Rl384I5I - 5 TUKWI P STRANGLER IR S. 34th 5t d a a y Isk A a MINKLER BLVD I 5 160th St SAXON DR OR1LLA T l / / . the true point a beginning. PARCEL IA That potion pf Government Lot i In Section 55, Township 23 North, Range 4 East, WM., In the City of Tukwila, King County, Washhgton, Unsaid as follows: Beginning at the northeast corner of said Government Lot 1 of Section 35; thence south 0I °1461" west along the east line of sold 6overrmort Lot a distance of 8238 feet; thence north 88 °08'21" west a distance of 16724 feet to the true point of beginning; thence continuing north 88 °0621" west a Aston. A 253A0 feet to to east line oP AMover Park East; thence north 01 °5154' east along sold east line a distance of 48.00 feet; thence south 88°08'21° east a distance of 25300 feet to the west the of Parcel •A °; thence south 01 °5199' west along sold west the a distance of 48.00 feat to the true point of beginning, PARCEL Cr That portion A Government Lot I, In Section 35, Township 23 North, Range 4 East, WM., In King County, Washington, described as Poliows: the northeast comer of said government Lot I, thence north 87 ° 4408• west along the north the thereof 166.45 feet to the centolhe of C,MST. P Beginning at tIve south easement; 6 en. sou RAW thence 5.59° west slog .0 centerline ' thence north 88 °0821• west 253.00 0 feat to , te trva ppint oht of beginning of the desolptbn; 6 thence south 86 °08'21' east 716.00 feet: thence south 86 °25'18• west 211.5 feet; Menus south 57 °4351' west 25 feet to a point from which the true rohk of beginning bears north 1°51' 34" east; thence north 1°5159• east to the true point of beginning, GENERAL D NOTES PROJECT DIRECTORY ,. FIELD VERIFICATION AND OOORDINATIOW I. CONTRACTOR SHALL 1.111E AT PERFORM ALL DEMOLITION WORK REQUIRED TO ACCOMODATE NEW WORK, 2, CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED DURN5 DEMOLITION WORK AND UNTIL NEW WORK 15 IN PLACE 5, UNLESS DETAILED OR SCHEDULED OTHERWIESE, ALL AREAS AFFECTED BY DEMOLITION WORK SHALL BE PATCHED AND /OR REPAIRED TO MATCH EXISTING ADJACENT SURFACES AND FINISH. REPAIR AFFECTED AREAS AS REQUIRED TO RECEIVE NEW WORK 4, PROTECT ADJACENT SWAGES NOT SCHEDULED FOR DEMOLITION 5, CONTRACTOR TO VERIFY ACCURACY AND EXTENT OF CONDITIONS FR10R TO BIDDINO DEMOLITION WORK SHOWN ON T. MAHN.. b. COORDINATE WITH OWIER THE SALVAGING OF ANY MATERIAL. - ONUER LOSTCO WI4OLESALE 449 LAKE VE DRI I.AQUAN, WA 98027 ph - (425) - 6704' ARCHITECT rtLVAPXY PARSERS 1IP 11820 NORTFUP WAY; *E300 m I FAE, WA 98005 ph. (42) 822 -0444 PROJECT MANAGER ZEMICHAEL- 6 E IJRAL EJ6IF�5 NORTHWEST STRUCT ENGINEER 68.ce. hJ0DLA1^S4 AVE. PE NGINE SEATTLE, WA 98115 ph, (206)525-1560 MECHANICAL TE INC. ENGINEER 14900 INTERURBAN AVE. A TUKWILA, WA 981.68 ph. C206)241-2012 ELECTRICAL TIEING. ENGINEER 14900 INTERURBAN AVE S. TUKWILA, WA 98168 ph, (206) 241 -2012 FIRE SPRINKLER T.VA. ENGINEER 220 GIMO DEL RIO SOUTH SAN D1350, CA 92108 ph. (6197 246366.6 PORATION REFRIGE HUSSMANN CORPORATION 72721ST AVE. SOUTH SEATTLE, WA 98108 ph ( J LOCAL CONTACT: OLIN CAJNNINSHAM ENER TRAN COMPANY MANAGEMENT 2021 152ND AVE FE REDMOND, WA 98052 ph, 25) 643 -4310 (4 9 9 - 0 3 7 2 SCOPE OF WORK ABBREVIATIONS LEGEND OF SYMBOLS INTERIOR TENANT IMPROVEMENT 1..1. RENOVATION AND EXPANSION OF THE BAKERY AREA. - --^--- S ARD FILE COPT' �R��/7EQUIRF r�0 MECF ' O ITS n / \ un s[a d tin t [I e Pla Che L a d aPDK of Et_ECTRICN. l lees[ [o z s nd LMS9NG [ ?`[ n of o V .p; pL :, Vl y does nn, au'Kh Ce ft VI of v �` tl • ,[ cede or c d n. Anowledyed. ��, CFV" PIPINQ I n d; fo sreD of dPOrov ,y -t GF TIJKVJLLP. �/ 1 Ci' . i °,J;LOL� 1G DLVLSHCt'L AC.055 ACW5TICAL EXP. EXPANSION MA. MANHOLE 5C. 50LID CORE ADJ ADJETABLE, ADJACENT EXT, EXTERIOR MIN MINIMUM SHT SHEET ALUM ALUMINUM FD. FLOOR DRAIN MISC. MISCELLANEOUS SIM. SIMILAR .NOD. ANODIZED FON, FOUNDATION M.0. MASONRY OPENING SIC. APPLIED 4 INSTALLED BY APPROX APPROXIMATE FF FACTORY FINISH MR i:A00NORTH FHs FLAAD SCREW MULL, MULLIa G , EJILDIN6 OCK IN SA,IC, SUPPLIED BY OWNER OCK R T INSTALLED BY CON TRACTOR BM. BEAM F,RP.P. FIBER REINFORCED PLASTIC NOM, NOMINAL SPECD. SPECIFIED ROT, BOTTOM PAM.) N.T.S. NOT TO SCALE 5Q, SQUARE BTW BETWEEN F16. FOOTING OA OVERALL 55. SERVICE SINK, SANITARY SEWER CB CATCH BASIN 6A. GAUGE O.G, ON CENTER SST STAINLESS STEEL L.I. CAST IRON GALV, GALVANIZED 014. OVERHEAD STD, STANDARD C.,. CAST IN P L LACE 6, GALVANIZED IRON OP6. OPENING STL STEEL CL. i, 3.MEY LINE, CLEAR, 6, GYPSUM LATH 4 PLASTER 0, OPPOSITE STRUCT. STRUCTURE, STRIKTURAL CL6. CEILING 6W13 6YFAA4 WALLBOARD, PIN PARTITION ASP. SUSF'EENDEO L CONCRETE MASONRY UNIT GYPSUM BOARD PERP. P�EPPENDICU.AR 525, SYSTEM cr. COL. COLUMN HA HOSE BIBS. PL PLATE, PROPERTY LINE T TREAD, TOP CO.. CONCRETE H.C. HANDICAPPED RAS/AM. PLASTIC LAMINATE TSB TOP 6 BOTTOM CONT. CONTINUOUS UM. HOLLOW METAL PLYWD. PLYWOOD TEL. TELEPHONE CONSTR CONSTRKTION NOR. HORIZONTAL P.C. PWMBING TEMP, TEMPERED CENTR CONTRACTOR HT, HEIGHT P.. PANEL, PAkELIN6 T86 TONG 6 GROOVE. C.T, CERAMIC TILE 11712. HEATER PR PAIR TG. TEM.., 6..5 DAL DOUBLE INS, INSULATION PROD. PROJECT TYP, TYPICAL DAL DTL I;: LOALnusrl DF. IN L LONG, NS,LEENGTGT H VALVE UB DS, LAM, LAMINATE, LAMINATED PT, POINT V.CsrEm DR.. LP. LINEAR FOOT, LINEAL FOOT Q.T. QUARRY TILE VERT. VERTICAL EA LI LIQUID QTR QUARTER W/ SYSTEM LTMT. LIGHT WEIGHT R RADIUS W/ x TION 6 we. MASONRY RD, ROOF DRAIN h®. WOOD E_EV. FINISH ELEVATION ELEVATOR MBS, METAL BUILDING SUPPLIER RECD. RECEIVED RPI WATERPRF ELEC. AL L. ELECTRIC MECH. MECHANICAL REF. REFRIGERATOR RESISTANT MEZZANINE REINF, REINFORCI WEIGHT YARD DRAIN METAL REVD. REQUIRED WELDED WIRE MESHI MANUFACNRM6 R0, ROUGH OPING hELDED WIRE FABRIC 1" DIMENSION INCANDESCENT CM crPSw BOARD ARROW DOOR MARK LIGHT F 1 XTURES - DETAIL IL IDEHT IFICATION 1 SHEET WHERE DRAWN WALL SECT ION L DENTIFICATION DETAIL ET WHERE OMAN BUILD 1 NG SECTION bum L IDENTIFICATION O WINDOW MARK SCREEN /LOUVER MARK ROOM MARK - Ifft. --ROOM NeER O COLUMN GRID wwoxRr y, W TED CONCRETE i F CEILING M h _� I _ LU in aR Y � �- - Sm T D. OF .[y vEl TRWTURE, T wALL �"H QE D IXe - GRADE ELEVAT I ON ® RECESSm PusrER a urx N EW CR FINISH G.DE snick WA CAC OR d'��-- �_IX1ST1 GRADE FLU ORESCENT Q' LIGHT F I %TURES ® P I ® NON. PaiEE " T 141 (-7 REVISION m �, nmlurlw - W ® SUPPLY DIFFUSER SPR 1 NKLER M A I N ExxAUST as xaao ,___, _ _ PROPERTY LINE HETLFN REG isms FENCE SPEAKER = N° BLOCKING 05 G V _ D Pe nrI1. Ito. L�gJC � /`y1 � LS, f t` P�� WATER -"��_ ' �2-7 ✓ I ` s J -. or I O SHE ET .HERE DAWN s�OxE DETECT. FINISHED 11000 TI LE /� DETAIL IDENTo WHERE SPINKHE.p WOTROL / EXI STING 71 uwlNw T TTII HEAD 1st FL, OR DATUM POINT / CONTOURS ii1 EI Fs / - SALE M U LVA4,11F A R C H I T E C T S , / ARCHITECT: JERRY O. LEE RECEIVED CRY OF TUKWILA PERMIT LEN ` E 08/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT, PERMIT 11/30/99 SUBMIT FOR BID 12/27/99 CONSTRUCTION DRAWINGS 01/25/00 Q CONSTRUCTION REVISIONS PROJECT NUMBER: 93 -044E PROJECT MANAGER: ZEMICHAELG DRAWING DATE: 8/27/99 DRAWING FILENAME: 3044Ets1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 98188 BAKERY REMODEL TITLE SHEET TS -1 PLOT DATE: 8/27/99 0 0 0 0 0 0 10 20' 40' gram AREA INCA-LIVED WITHR-1500FE OF NOM SEE SFEET A-5.1 FOR ENI,ReE17 FLAN_ L it "I dr. :if di dr dr ri di di dr: d d 'Ed KEY FLOOR PLAN 80' kt.01r2M11„010kAI NORTH — , r "T I I i-J i J t p r --' , g : = 0 0 CD 0 0 0 ® 0 ® 1 )99-0372 COSTCO WNOLESLE MULVANY ARCHITECTS BELLEVUE SEAME BOMAN. ARCHITECT: JERRY Q. LEE 08/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 12/27/99 01/25/00 I CAM& 1, PERMIT CENTEF COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 98188 TS-2 PLOT DATE: 8/27/99 SUBMIT FOR BID CONSTRUCTION DRAWINGS CONSTRUCTION REVISIONS PROJECT NUMBER: 93-044E PROJECT MANAGER: EMICHAEL G DRAWING DATE: 6-3C-99 DRAWING FILENAME: 3044ETS-2 BAKERY REMODEL KEY FLOOR PLAN -.11•1•M 0 ✓ REMOVE EXIST. WALLS, ABINETS, AND DOOR 24 RELOCATE TOBACCO RACKS AND ENCLOB.RE E XISTING STL. PI PE LOWMN -- JL___ TUBE COLU N EXISITN6 BAKERY BOX OBAKERY DEMOLITION PLAN ®PARTIAL ROOF PLAN NDRTM 1 RELOCATE NAND SINK GAP FUNS. ATE O MIXERS RES.IN�� I I I PIPE Cd1T7N - -REVUE BOLLARD Sp ToTOASF� IN TO P.EMAIN NE. :INC.( COOLER EXPANDED BAKERY ._.. _.. ._. ° EXIST. L - - -1 6 TO VLF. I __ COLUMN DISP GASES TO REMA IN RELOCATE OVENS RELOCATE RACK O ISFM TABLE O BABEL TABL! E:XISTIN66 SAW CUT AND REMOVE EXIST CONC. CURS CUT NEM DOOR OMNI. REMOVE COOLER WALL REi OOATE RACK °3 SEVER RELOCATE REV L��r Ll TL EJUSTR76 - SRS TO REMAIN RACK RACKS TE O TE RACK TB LAS CAKE CASE olp NEW 2 Gor RTrIExr SINK CUT AND REMOVE S EXIST CONC. CURB €/ NH39 DOOR° OPBULiS RELOCATE O PASTRY 10'-0° TUD AW CUT AND REMOVE SLAB INSIDE SHADED AREA REMOVE NK GAP B BELOW AND SI M16 SLAB AND /D FLUSH AIR COMPRGrfAR ® TO BE RE1OCATED REMOVE WALL AND DOOR REMOVE WALL OUT NEW DOOR OPEN. REMOVE DOOR, FRAME, AND TRC�9HOLD 11 GUT N W DOOR OFENIN6 � REMOVE BOLLARD OVE FREE ER WALL° CONCRETE CURB ALV CUT AND REMOVE STING SLAB INSIDE AREA REMOVE BOLLARD -o DEMOLITION NOTES O WORK SY H )S`.M1AN 4 ll E.G. TO DISCONNECT ELEGTRIGAL FEED lJ pyD RECONN AT NB^J LOC ATION °s N.I O REMOVE XISTING p.000S. CEILING TILE AND E TRACK ENTIRE 6AKEiRY AREA D99-0372 Cosrco AHOILE AL MU w *1Y A R C H I i E C 1 5 ARCHITECT: JERRY O. LEE ECEIVEC CT' R OF ?UKW I1A PERMIT CENTEF 08/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 SUBMIT FOR BID 12/27/99 CONSTRUCTION DRAWINGS 01/25/00 A CONSTRUCTION REVISIONS PROJECT NUMBER: 93 -044E PROJECT MANAGER: ZEMICHAELG DRAWING DATE: 8 -30 -99 DRAWING FILENAME: 3044E61 -1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 981 B8 BAKERY REMODEL DEMOLITION\ ROOF PLAN D -1.1 PLOT DATE: 8/27/99 9 0 0 [ TT r J TT- - -, 7 TTTTTTT'TTTI i1IIl2 I1IJ F_T T-I-T T TTL [T* 1 L11 HLIJ — TTTTT T-• TITI L11111II11IIJ r( - -I_ I » �_� I J = -sTl ILE -T- F= I L_CT ��L =1= =r I -L= =L1 z1J L L__ =I= - TiIrTI L== L = T =1y LIJ — L - - - C I- ST_I-rl L 7 C I 711[1] _'-- =-1 - 4— T Tl 2-12'22E24—Li rTTTTTTTTTTTI L1111111�111J I I _ ___ rTTTTTTT�TTTI I I rTTTT - T T �rTTT1 rL = J== L = C = _C = L = C == _C = ll1I L1111111i11II LL_ _L- 1_J-- L__- _C_]1111J LTI [TTTTITTTTI . LIJ [1111 L111J Z = =L= Tl _ L_L__C 1�1, LTI 1 =C_J LTI LIJ LC =I=OJ L1J I I, L TTI _- - - 6 . _1 Ll L LJ LJ LTTTTTTTTTTTTTTTTTTTI [11111111111111 LT TTTTTTTTTTTTTTTTTTI L11111111111111111IIJ FTTTITTTTITTTTIITIITI LIIIIIIIIIIIIIIIIiiIIJ TEL _I_ C E L=CI- C- 1__L- _I_� -- C_LJ l LLL_1- - _ IL _ I -1J LEI= C C= _C- I- J -CIIJ I I T ITTTLI T Il rT l TJ [1111111 11IJ L IIII LIJ LIJ L1J LIJ1 Ll [11111111111] [I] LIB LIJ LIJ LIJ LIJ LIJ LTTTTTT T ITTTTI T [T I LTI [ T I [Tl [II r T I [111111 111] LI] LI] LI] LIJ LI] LI] LIJ [TTTTTTT LT] [T LTl [T LTI [Tl rTl [1111111] 111] LIJ] t LIJ LIJ LIJ LIJI LIJ H ▪ H I-- J 0 FLOOR PLAN ' SCALE: I" _ 20' -0° H 1 iJ [1111 TTTTTTTTTTTI LIJ [Tl [11111111171.11111111111] LL1111 1 11] I LTIII LTI LIC=I=�LIIIIIIIIII LIJ LZ IILT_ Z -S -T -1J II FTl L - T_Z -S_ 2 -1 -T_7J LIJ HH HH HH H I—i 0 10' 20' 40' 80' HH F-I- HH HH HH HI—I HH 1 HH HH H-I HH HI= H-1 F-I-I HIu Hu - LIJ NORTH 0 0 cs U UU UU PogoY 'Ly rl L TTI LJ L IIJ rl I H I [TTTTfr1 L1111r] ! H [ Tr II 1 H I H H — II ETI1 LT TTTTTI [11111] !I [ LTTTTT [11111] [ TTTTTI LII11J_ TTTTTI [11111) rlli I II LTTTTT LIIIr1 - LI J I- T r LTIC__L_?_- L_1_J_- L -L_1J 0 o 0 H r ,T-i h- T 1 I II I I I I I II I I o I L -J L III _ - == Z LI? -C-1J = TI C T = L CI =L � C I I LIL 1 _ C =i =CJ I I I I E II LC- I= CC_C__C Z__I__L- __C =2J LC1- I- C-- =- Z__L_1 I- n H u HH HI-11 I HHH HI—II I HH u HFH D49 -0372 0 0 FILE COPY understand that the Flan Check approvals are subject to errors and omissions and approval of plans do -_s not the violation of any adopted code dloo REVISIO\ \Q,3 ��- O37 RECEIVED CRV OFTUKYlILA MAR 2920011 PERMRCENTEP WHOLESALE MULVANNY ARC H I T E C T S BOSTON ARCHITECT: JERRY Q. LEE 3/28100 CONSTRUCTION REVISION PROJECT NUMBER: 93.044cl PROJECT MANAGER: MICHAEL GARNI DRAWING DATE: 8-9 -99 DRAWING FILENAME: 3044DA7 -1A COSTCO WHOLESALE 7160 SAXON ROAD TUKWILA WA 98188 REMODEL FLOOR PLAN E/28/OO 1 J — H A -1s■ `I 4151 F.RP P. WALL / \ / EXISTING 4 COMP. SINK PAN WASHER - ■ 0 11 I 0 H YI �f I� L I �1 I I I � t O O AS PE DLYMER S O INTERIOR ELEVATION SCALE: 1/4 " =1 -O" ° POLYMER FP.P.P. WW 1 . O INTERIOR ELEVATION 3 SCALE :1/4" = I' -O" NEW LIGHT PIXiLRES BY 6L. TO STWJGT. A,3 (TYPJ T BUILT T - 1 S TWS- SCALE :1/4" = 1' -0" EXISTING WALL / BMKLHRY RACKS ANTE �!I OR ELEVAT,' L-NEW FRPP. WALL `6• POLY .R BFEE INTERIOR ELEVATION MIXERS ECtl AL WAIF /-72.111-4 . RELOCATED BAKERY OJENS EdVAL EKISTIN6 STL. Q i1dBE COLUMN �EXISTRG EATERY RACK / TO REMAIN (TIN N NEW 6WB WALL RELOCATED PROOF EOT NEW SI6W6E h / OWNER 62UAL PEW E COMP. SINK .\ EI2JAL AEI-4 HMV SINK E%EiTR16 HOLLAfia I TO RB4AIN�� O INTERIOR ELE SCALE :1/4" = I' -O" D99 -0372 INTERIOR ELEVATION SCALE: I/4 "= I' -O" EXISTING MUER WALL NEW WALL BY WSSMANN WALL WALL LEGEND 6.14.13. WALL F.R.PP. WALL PLYWOOD HU55MAkN WALL REVISION N0. a, GTY OF TUKWILA APPROVED 3,3_0 i3 Dll MAR 2 0 2110 ES�ALE MULVANNY A R C H I T E C T S ., ARCHITECT: JERRY O. LEE ECEIVED cm R of Tu1cW1u MAR 0 3 2000 PERMIT °ENTER 08/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 SUBMIT FOR BID 12/27/99 CONSTRUCTION DRAWINGS 01/25/00 CONSTRUCTION REVISIONS 2/28/00 CONSTRUCTION REVISIONS PROJECT NUMBER: 93 -044E PROJECT MANAGER: MICHAEL GARNI DRAWING DATE: 8.27 -99 DRAWING FILENAME: 3044..1 COSTCO WHOLESALE 1160 SAXON ROAD TU.., WA 98188 BAKERY REMODEL INTERIOR ELEVATIONS A-3.1 PLOT DATE: 8/27/99 DOOR SCHEDULE MARK DOOR FRAME HARDWARE REMARKS WIDTH HEIGHT TYPE THK. LABEL MATERIAL HEAD DTL. JAMB DTL. MATERIAL GEOUi LOCK DTDs mRspas, __Q 3' - O" T'O A 1 3/4 - H. MTL. . _ H. MTL. X HI 4' -0" T -O" HUSSMANN N.I.G. DOOR BY HUSSMANN H2 5' -0' S' -O" HUSSMANN N.I. 0 DOOR BY HUSSMANN H3 4' -0" B' - O" HUSSMANN N.I.G. DOOR BY HUSSMANN H4 PR. 3' -O" T -O" DURAS TLDA PRO`(IDEG BY HUSSMANN INSTALLED BY 6.0. N.I.G. DOOR BY HUSSMANN H5 4' -0" T -O" HUSSMANN O "1 gal 6 &ILK DI 19 • ■ Tn LOCATED HAND 51 NEW HAND SINK PASTRIES LINE B AKERY PEW BA BO y DIVI D20 MUFF, DEPOSITOR ABLE PIE C AES PIE C T FRESCO I t IS 1STING 5 COMP. SIN A N_WASPER �I REM AIN I N CD .DOD) GELATO PrA IA ark NPV H N 1 NE 1 W HAND SINK MIXERS (TYP EXISTING COOLER 20 C OILER • FREEZER 1 102 1 EXPANDED COOLER © I1 6OM�TABLE 20 GT. MIX ER 66 PEW 3 COMP. SINKO7 6° MTL STUD WALL P EW (2) CORP 51 4A �. 0 EXPANDED STUD WALL PEW CURB (TO MATCH EXISTIP16) O 9 J ()BAKERY FLOOR PLAN O SCALE: I/.5° • 1' -0' SCALE: I /6" c 1'0" 24'- E sn P IPE GOLLMN 24'-0' PEW GEILIN6 AND LIGHT. EXPANDED EX151TNG BAK ERY BA KERY NORTH _ " i WRAPPI TA 62 DECK. OVEN BABEL KETTLE BAKERY 1 100 1 fEW BAKERY RACKS 7,2 11N6 S n. ? CALUM N� MYR ISLAND CAKE yy BY H155MANN Iro.IL) NEW LEIL. W/ EXISTING LISHTINB 124' -2° �EXISTIhG BAKERY RACKS TO REMAIN BAKERY REELECTED CEILING PLAIN � BA6EL TAB DIVIDER � I EXISTING Sn. PIPE COLUMN NNE el LAKE DECORATING � `� LOW FEIGHT WALL • I ShEET ART TABLE PREEEER BY A SLIDING WINDOW BY HUSSMANN RELOCATED BAKERY EQUIPMENT SEE MECHANICAL FOR VENTING I � S - r ro,,ARD GELATO MACHINE 7o REMAIN i _.. INKLER HEADS '. RELOCATE SPRINKLER FEARS SPRINKLER HEADS EXISTING aRB EXISTING FREEZER FREEZER GELATO MACHINE EXISTING EXPANDED COOLER COOLER FREEZER 4' -3 I/2' NEW FREEZER 1`! ICEL. (N.I L) J I EXISTING U EXPANDED FREEZER FREEZER MED AIR BY KOSSMA141 INSTALLED BY 6L. CURB MATCH TINE) (TYP O AIX AIX O 111WIllinP - I ■ -■■■ � - -- = WWi® ■ ■■- mmommulemmuss■immumoloomor imam ■ - ■ ■ ■ ■ ■ ■ ■��i►I s�a��■�■■Is ■a ■sre MINIE=iiiii.11 =1111_■ Iii F-r TZ1 ALIGN EXPANDED .. EX151TNG BAKERY BAKERY AIX 1 2;1T EL. ✓ TIRE ABOVE D99 -0372 DOOR TYPE PE 0 0 lP M TY DESCRIPTION MANUFACNRER MODEL NO. HAND WASH 2 SINK 2 CAMP SINY. I SPCE RACK 6 MIXING TABLE 3 COMP UNIVERSAL SINK sTAINLE55 I 3 COMP SINK BOX 2 OVENS W/ RACKS AAMATIG AIR 2 VENT PACKASE HOOD 2 CANOPIES REVERSE SHEETER PIE STAMP RELOCATED MACHINE ORINK TUNNEL L- SEALER I INSECT LIGHT 140j. 2 XtEGRa. I BAKERY SC ALE 2 HRAP TABLE CAKE DECO. 2 TABLE MAPLETEX TABLE DOUGH _ IVIDER I M,FFIN DEPOSITOR 10 QT MIXER MIXER CART LABEL PRINTER STAINLESS Sn. BACKSPLASH GLAZE SPRAYER PAN WASNER EQUIPMENT LIST WELBILT RELOCATED EXISTING EXISTING 3N2430 -2D24 EXIST!. APPROV. NSF RELOCATED RELOCATED RELOCATED RELOCATED RELOCATED RELOCATED RELOCATED EXISTING Wi50PL RELOCATED RELOCATED RELOCATED RELOCATED RELOCATE, RELOCATED RELOCATED RELOCATE, RELOCATED OCSTI NSF UL RELOCATED RELOCATED suPPLn INSTALL SAIL. SD.I L 5.0,, BAKERY BAKERY SOIL. 5D.1L. SOIL. BAKERY SD.IL SD.IL. BAKERY SOIL. BOIL. SD.IL. SAIL. REMARG HAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY SA.I L AKERY sD.IL. BAKERY SAIL. BAKERY sD.IL. BAKERY SD.IL. BAKERY BAKERY 27°x10'0' SOIL. BAKERY BAKERY CEILING LEGEND .i1 NEW I' X 4' EMERGENCY LIGHT • NEW PENDENT SPRINKLER HEAD • NEW DRY PENDENT SPRINKLER HEAD (1) EXISTING SPRINKLER HEAD RELOCATED SPRINKLER HEAD WALL LEGEND NOTE: NEW GEILINB TILE NEW 2 X 4' FLUORESCENT LIGHT NEW 2 X 4' EMERGENCY LIGHT NEW I' X 4' FLUORE LIGHT EXISTING CONCRETE PANELS TO REMAIN 10/12/99 SUBMIT FOR BLDG. OPT. PERMIT 3 5/6 MTL. STUDS ® I6" O.G. 11/3009 SUBMIT FORBID FINISH PER SCHEDULE C.MU. 01/25/00 CONSTRUCTION EROSIONS EXISTING INTERIOR STUD WALLS HUSSMANN WALL PANELS (NIL) 6" MTL. STUDS I I6" O.G. W/ FINISH EA. SIDE PER SCHEDULE LOW HT. WALL: 3 5/6" PHIL. STUDS • I6" D.G. - FINISH PER SCHEDULE CONTRACTOR TO VERIFY WITH THE SPECIFICATIONS THE THERMAL INSULATION REQUIREMENTS IN THE INTERIOR WALLS. ALL DIMENSIONS ARE FROM EXT. FACE OF OUTSIDE WALLS (GRID/ TO CENTERLINE OF INTERIOR WALLS. NOTES GL PPLY P FLOOR TO EXPANDED TO A GANT AREA. SEE I /A -5.2 6L.' TO PATCH AND FIL EXISTIN F LOOR AREA (HERE R 15 PEGESSARY ® ALL EXISTING WALLS TO BE PAINTED UNLESS OTHERWISE NOTED ▪ GC TO RELOCATE SPRINKLER HEADS AS NOTED El GC TO REUSE Ni 2 X 4' LIGHTING FIXTURES SEE ELECTRICAL FOR DETAIL CITY Of TUKWILA APPROVED MAR 2 0 200'/ C ...I % :1R MU LVA �, �Y A R C H I T E C T S , BOSTON TAPE n zv M. W .1.:T ARCHITECT: JERRY O. LEE COSTCO WHOLESALE 1160 SAXON ROAD TUKW9A, WA 98188 A -5.1 PLOT DATE: B/27/99 LIN SrM.IA MAR 913 2000 PEDGT DEMER 08/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 12/27/99 CONSTRUCTION DRAWINGS 2/20/00 CONSTRUCTION REVISIONS PROJECT NUMBER: 93 -044E PROJECT MANAGER: MICHAEL GARNI DRAWING DATE: 8 -30 -99 DRAWING FILENAME: 3044E85 -1 BAKERY REMODEL FLOOR AND CEILING PLAN O PARTIAL FLOOR PLAN EUILT4P MTL. STUDS TO STRUCTURE AEOVE PAINTED f3LACK Crrri SEE STRUCT. 0 ID, APP. / NEW F.RP.P. HALL z z SECTION @ PARALLAM BEAM 1/2" 1 — NBof F.R.FP.14.ALL V - NE14 5 5/5 METAL STUD 016" 14/ PLY kiD ON BOTH SIDES Ano FRPP ON BOTH SIDES. SEE STRL, FOR VERTICAL BPPORT. D99-0372 OF BLULAM BEAM 26," 0 T OF PARALLAM BEAM 011 CEILING lif 4^ 1/25/00 wommenmsmommen■ COSMO """---WHOLF.SALE Mi1010110■•••. MULVAY ARCH ITEC TS SetliM SEAME PORTUND STEMING BOSTON TAIPEI ARCHITECT: JERRY Q. LEE PERMIT CENTEF 08/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 SUBMIT FOR BID 12/27/99 CONSTRUCTION DRAWINGS 01/25/00 CONSTRUCTION REVISIONS PROJECT NUMBER: 93-0414E PROJECT MANAGER: ZEMICHAEL G DRAWING DATE: B-11-99 DRAWING FILENAME: 3044DA5-1 COSTCO WHOLESALE Tal BAKERY REMODEL ENLARGED FLOOR PLAN AND SECTION A5-2 PLOT DATE, 8/27/99 EXIST HENS TOILET PLAN NOTES S RESTROOM DEMOLITION FLAN O SCALE: I/4" = 1,0" NORTH Q 9m , O EXIST. ems CEILING 0 EXIST. LIGHT FIXTURE O PATCH 4 REPAIR EXIST. CEILING AS REG'S ® PATCH N REPAINT WHERE EXIST. PARTITION IS REMOVED ® PROVIDE LIGHT FIXTURE REFLECTED GEILING PLAN O SCALE: 1/4" =1' -0" NORTH 4 DEMOLITION NOTES O REMOVE URINAL AND PARTITION O REMOVE LAVATORY AND ACCESSORIES O3 REMOVE DOOR AND FRAME O REMOVE PARTITION 0 REMOVE AND REINSTALL PAPER TOWEL DISPENSERS O6 REMOVE AND REINSTALL BABY CHANGING STATION O REMOVE SU1.4P PIT COVER O EXIST. ENE. TO REMAIN Oq REMOVE EXIST. 5155 FINISH Io REMOVE EXIST. BASE N 6118 1340° RESTROOM INTERIOR ELEVATIONS ELEVATION KEY NOTES O PAPER TOWEL DISPENSER O BABY CHANSIN6 STATION O3 WALL HUNG LAVATORY O MIRROR O5 P55 CERAMIC TILE TO MATCH EXISTING 00 EXISTING GLRAMI5 TILE OT EXISTING W.G. O PROVIDE NEW W.G. RESTROOM PLAN r =rte O PROVIDE URINAL SCREEN Io PROVIDE W.C. PARTITION R PROVIDE NEW. URINAL (2) @ SOAP DISPENSER (2) 13 EXISTING OPENING NOW. CLOSED NORTH PLAN NOTES 3 5/8" MET. 511D5 ® IN O.G. w/ 5/8" 545 (BOTH 51DE5 - MR -5118 8 INTERIOR SIDE) PROVIDE PARTITION - 3 5/8° METAL STUDS IA' of 5/5 MR GWB 0 W.G. SIDE PROVIDE NEN LAVATORY 13 TOTAL) 0/ MIRROR 4 SOAP DISPENSER PROVIDE NEW WATER CLOSET PROVIDE NEW W.G. STALL TO MATCH EXIST. PROVIDE NEW URINAL (2 TOTAL) PROVIDE NEN URINAL SCREEN PATCH EXISTING PLUMBING WALL AS RESD FOR INSTALLATION OF W.G. PROVIDE 5/8° MR-G1+5 TO INTERIOR FACE OF STUDS. REVD FOR INSTALLATION OF W.G. INHERE SUMP COVER IS REMOVED - FILL SUMP WITH SAND TO HEIGHT WHERE GRAVEL 4 CONS. SLAB CAN BE PROVIDED TO FILL SUMP PIT TO LEVEL TO MATCH ADJ. CONC. - FLOOR GENERAL NOTES 0 WHERE NEN KG 15 INSTALLED, SAW GUT 4 REMOVE EXISTING CONE. SLAB AS REQUIRED FOR SANITARY LINE PRIOR TO REPLACING SLAB I CERAMIC TILE. OB WHERE WALL HMG ACC5051. ARE REMOVED PATCH TILE TO MATCH EXISTING FINISH. G PROVIDE CERAMIC TILE N FLOOR N SALLS (AS NOTED ON INTERIOR ELEVATIONS) TO MATES EXISTING. D99 -0372 3 -21-00 RECEIVED CITYOPTUKWILA MAR 2 4 201-1:: PERMRCENTER WHOLESALE MU LVANNY A R C H I T E C T ' 3/28/00 PROJECT NUMBER: PROJECT MANAGER: DRAWING DATE: DRAWING FILENAME: PLOT DATE: 3/2 CONSTRUCTION REVISION COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 98188 :EMODE MENS TOILET PLANS & ELEVATIONS A -5.3 93 -044E MICHAEL GARNI 8 -30 -99 3044Ed1 -1 GUARD POST AT INTERIOR ()GUARD SCALE, 1 -1/J'4 I'-0. PARALLEL. TO .055 TEE- PARALLEL TO MAIN RUNNER TEE, 12 GA. WIRE 0,1 © SEISMIC, BRACING SCALE, N75. HVAC UNIT (BY OWNER) O HVAC CURB I 1- 1/2 " =1' -O" REF. WALL (N.LGJ — PARALLEL TO CROSS TEE 5° b DIA. 51EEL 6UARDPOST TO a4-0" AF.F. LORE DRILL CONC. 4 EMBED 4' -0' - FILL W/ GROUT R All1 GAP PAINT (2) COATS TRAFFIC LINE YELLOW MTL. UP -LIFT ROD TO STR CT ABOVE 12'-0° OIL EA. WAY. START 6' -0' MAX. FROM EDGE OF CEILING AROUND PERIMETER SEE STRUGT. D.S. 05505012 COSTCO 09120001 COSTCO 077908CW CURB AT COOLER SCALE, I- 1/2'=1'-0• SCALE, I- 1/2'41' -0' LOW HEIGHT WALL SECTION NOTE: ALIGN JOINTS IN CURB W/ FLOOR JOINTS. CURB" TO HAVE STEEL TROWEL FINISH. SEAL CURBS. SECTION AT NEW PARALLAM 03330007 COSTCO 09770001 COSTCO BUILT -LP MTL. STUD PER SMUG, POLYMER BASE INTEGRAL FLOORINS - TYP. POLYMER FLOORING TYP. SCALE, 1- 1/2 °41'-O° 3')353/16' STL. FASTEN TO 2°X4" .0D BLOCK 14J55441ANN WALL WOOD BLOCK FRP.P. ON 5/9' MR. PLYND. ON MTL. STUDS FER PLAN 5/5° MR. PLY.. W/ 45° BEVEL TOP - TYP. 3/9° R. MIN. - 7YP. (2) 1:9 EXP. BOLTG hYPJ LOW HEIGHT WALL PLAN DETAIL 0977 20W 3'X3'45/15° SR. TUBE WELDED TO STL. RATES ON BOTH SIDES !RPJ 14 16 I- 18 1 FRMIER DOOR CONC. CURB 43x3x DOOR WIDTH PREMOLDED EXPANSION JOINT W/ EXT. DONS, JOINT SEALANT FREEZER PIT DETAIL AT DOOR ( El SILL II / HEAD (JAM 5 M) INTERIOR DOOR F.RPP. ON 5/5° MR RTWD.— \ SR. RATE ON MR. STUDS PER RAN TO STL. 7UBE (TYPJ 353°%3116' STL. BOLTED TO THE EXISTING PIPE GOLLMN NOTE: BEE DETAIL 12 / A-4.1 FOR CROSS SECTION I/2' D99 -0372 3° PIT DIM III — III 11- 111 -11 ;111 -111- LONG. CURB (BEYOND) 5/9 GYPSUM BD. EA. SIDE MTL STUD MU- SES PLAN FOR 512E (DOUBLE STUD AT JAMEEi). HOW METAL FRAME WRAP AROVND GYP. BD.. TIM. BASED ON 3-5/8° MR STLOx FRAME SIZE AS REVD BY 6w SRS. `ACID LORE WAD DOOR 060 MINUTE LABEL • I-HR. COWITION - Y.RE COOK UNDERCUT 3/5 AT HARD SURFACE. FINISH FLOOR ELEV. O' -0° ISTING STL. PIPE COW. 2x9 P.T. THERMAL BREAK. REMOVE 2X9 I DOOR BEFORE POURING TOPPING SLAB. 1" POLYSTYRENE INSUL. R 1/2 x12 x DOOR WIDTH CONC. TOPPING SLAB W/ .4 BARS m ID" OL. EA. WA 072AOOCW 081 D03CD 20 FREEZER PIT DETAIL SCALE 1- 1/2'41' -0' LEAD. FLAN. SET PLASTIC CEMENT AND NAILED m B° OL. 3/16' PLEXIALASS SIGN I.A. WIRE ATTALhRD TO VERT. SUPPORTS OF HEADWALL AND SU5P. FROM ROOF BRACE HEADWALL TO RUNNERS AT OL. 2' 2' X 4'. ADOUSTIL BOARD MIL. EDGE 'L' - TYP. ^-.. GL6. SYS. i cR PLAN HEAD WALL SCALE. 1- I/2•a1' -0• 2 2/.2D/O0 II 11 1 LEI I FEL 1=1 11 -1 1 I — VAPOR BARRIER 1 _ 1 1 11 -1 1 _ OVER IV SAND BASE NOTE FOR Al l OUR. ALIGN JOINTS IN CURB WITH FLOOR JOINTS, TYP. CURB TO HAVE STEEL OYSTYRB� FOAM INSUL. TROWEL FINISH. P (4) 2° L LAYERS W/ STAGGERED JDINTS� SEAL ALL CURBS, TYF. COFFER OR LEAD SLEEVE VENT ST.'•LK BUILT UP ROOFING 7 - Bias 121111 BITUMEN STOP COPPER SLEEVE W/ 3° FLANGE NAILED m 3° OL. CAN OF Tmiwl H Avp(yDYEfI MAR 2 0 2000/ AS NO('1; 072ACOCW 0 ..OZ %X MU LVANNY „ E T S VENT THROUGH ROOF TYPIGA ARCHITECT: JERRY Q. LEE PROJECT NUMBER PROJECT MANAGER DRAWING DATE: DRAWING FILENAME: 1160 SAXON ROAD TUKWIIA, WA 98:88 A -9.1 PLOT DATE: 827/99 RECEN c1TY of MAR 0 3 2000 pow O.T. 08/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 SUBMIT FOR BID 095100 CO O 12/27/99 CONSTRUCTION DRAWINGS 01/25/00 CONSTRUCTION REVISIONS 2/28/00.. CONSTRUCTION REVISIONS COSTCO WHOLESALE 93 -044E MICHAEL GARNI 8 -30 -99 3044E°9 -1 BAKERY REMODEL INTERIOR DETAILS BAKERY, DELI & CHICKEN ROTISSERIE EQUIPMENT (ALL OUTLETS, J- BOXES, DISCONNECTS, WATERTIGHT TYPE.) NUMBER DESCRIPTION 3O ADAMATIC WATER METER 715V, 10, 10A O HAND WASH SINK J TWO COMPARTMENT SINK ® TABLE THREE COMPARTMENT SINK, PAN W45HER 10 HP, 208V, 30, 804 1\41 ADAMATIC P.. OFB,X 208V, 30, 3C f_4 R VENT RACK C>E,. MODEL 619, 208V, 3©, 20A CJ RONDO REVERSE SHEE ER 1 HP. 208, 30 18 COMTEC PIE STAMP MACHINE 208V, 10, 10A r26 CUTTING TABLE ETC IN MEAT DEPARTMENT & REMARKS 20A, 1P GFI RECEPT, -60" A.F.F. 90A/3P, DIRECT WRING 40,4, /3P FUSED DISCONNECT, +84" A.F.F. DIRECT WIRE TO OVEN 20A /2P, DROP CORD SINGLE CUTLET 6' -E' A.F.F. c SHANKLN WRAP TUNNEL 50A /2P, DROP CORD SINGLE 208V, 10, 35 RA OUTLET 4' -0" AFT. E BAGEL DIVIDER AND FORMER RECEPT 6' -6" A .F.F. BS REVOLVING TRA OVEN DROP CORD SINGLE 208V, 30, 2.1 KW, 5.8A RECEPT 6'-6" A.F.F. 86 DOUGH SHEETER DROP CORD SINGLE 208V, 3m, 7.1 KW RECEPT 6' -6" .4. F. F. 87 MARK UP INE DROP CORD SINGLE 208V, 30, 4 KW RECEPT 6' -6" A.FF. BATCH MACHIN DROP CORD SINGLE 208V, 30, 59A E RECEPT 6' -6" A.F.F. KION BY ORION DROP CORD SINGLE 120V, 10, 10A RECEPT 6' -6" AFF. DELI SHALL BE I� SHANKLW SEALER 30A /2P, PROVIDE MALE /FEMALE PNISTLOCK, 208V, 10, 20 FLA DROP CORD & CORD OUTLET 4' -T A.F.F. `37 INSECT LIGHT 20A /1P. WALL MOUNTED DUPLEX 115V, 10 OUTLET 7' -6" A.F.F. 60 HOBART MIXER - 140 QT 40A /3P, DIRECT WIRING 208V, 30, 5 HP, 14,A 61 DIGI INGREDIENT LABEL PRINTER 20A /1P; DROP CORD SINGIE ISOLATED 115V, 10 GROUND OUR Fr 6' -E' 62 WRAPPING STATION DEDICATED CIRCUIT & GROUND `624 CAKE DECORATING TABLE 20A/1P, DROP CORD DUPLEX RECEPT 6' -6" A.F.F. 63 BAXTER /MAPLETEX MAKE -UP TABLE 20A /1P, DROP CORD DUPLEX RECEPT 6' -6" A.F.F. 64 RONDO BUN DIVIDER /ROUNDER 15A/3P, DROP CORD SINGLE 208V, 30, 4A OUTL[' 6' -6" A.F.F. 65 DEPOSITOR 66 HOBART 20 OT MIXER 20A/1P, DROP CORD SINGLE 115V, 10, 1/2 HP, 8,A OUTLET 6' -6" A.F.F. 66 20 0T MIXER TABLE BO'. HYDRAULIC DIVIDER DROP CD NGLE SI 208V, 30, 1.5 KW, 4, A RECEPT 6' OR—E A.F.F. 82 CYCLOTHERMIC DECK OVEN DROP CORD SIN 208V, 30, 3.3 KW, 9A RECEPT 6'-6" A. F.F. GENERAL NOTES I. ALL OUTLETS, J- BOXES, DISCONNECT, ETC.,. IN DELI SHALL BE WATERTIGHT TYPE. 2. ALL OUTLETS BAKERY, DELI & CHICKEN ROTISSERIE SHALL BE CORD DROP. 3. PROVIDE KILLARK WIRE GRIPS FOR ALL OVER HEAD DROPS. 4. VERIFY EXACT LOCATION OF ALL OUTLETS, J- BOXES, DISCONNECTS, ETC.. . BAKERY, DELI & CHICKEN ROTISSERIE DEPARTMENTS WITH OWNER BEFORE INSTALLING. 5. ELECTRICAL WORK FOR FREEZERS AND COOLERS PROVIDED 8 INSTALLED BY OWNER. (NOT INCLUDED IN BID). REFER TO REFRIGERATION DRAWINGS. 6. E.C. SHALL PROVIDE ELECTRICAL PANELS AND BREAKERS ONLY AS SHOWN ON DRAWINGS FOR FREEZERS AND COOLERS. REFRIGERATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUITS, WIRES, RECEPTACLES, FIXTURES AND MOTOR CONNECTIONS AND THEIR INSTALLATIONS STARTING FROM THE BREAKERS. REFRIGERATION BY OWNER TYP. 7, E.C. SHALL PROVIDE MATCHING RECEPTACLE ON DROP CORD OR WALL IN BAKERY, DELI 8 CHICKEN ROTISSERIE DEPARTMENTS TO MATCH EQUIPMENT PLUG. 8. E.C. MAKES ALL FINAL CONNECTIONS FOR ALL EQU I PMENT(MOTOR, FAN, STARTERS, ETC.) 9. SEE EQUIPMENT SCHEDULE FOR MOUNTING HEIGHT FOR THE WALL MOUNTED EQUIPMENT. 10. ALL MOTORS ,ND APPLIANCES IN BAKERY, DELI 8 CHICKEN ROTISSERIE SHALL COMPLY WITH ARTICLE 422 AND 430 OF LATEST N.E.C. (SUPPLIED BY OWNER). CONTRACTOR NOTES 1. COORDINATE OUTLET LOCATIONS WITH OWNER BEFORE INSTALLATION. 2. PROVIDE RECEPTACLES, PLUG -INS & PLUG -IN CORDS FOR ALL OWNER EQUIPMENT AS REQUIRED. PANEL: P13 • CIRCUIT USE EXH FAN EXH FAN EXH FAN ExH FAN RCPT SPARE #81 DIVIDER #82 DECK OVEN /!83 DIVIDER &FORMER SPARE #85 TRAY OVEN TOTAL PHASE A (KVA) 'TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD • NO SCALE ALL CONTROL SWITCHES gE . © AND )T PROVIDE BY OTHERS. E.C. NSTALL & MAKE FINAL CONNECTIONS. FINAL CONNECTIONS AT CONTROL PANEL BY E.C. UNDER THE DIREC,ON OF THE EQUIPMENT MANUFACTURE, OVEN WIRING DIAGRAM PI AN NOTES 0.70 4.65 , 14.29 KVA 4.13 13.77 KVA 3.95 73.91 KVA 47.97 KVA E - 2 Q EXISTING .OVENS TO BE REMOVED AND RELOCATED, PROVIDE J- BOXES, CONDUITS AND WIRES, EXTEND EXISTING CIRCUIT TO NEW LOCATIONS AS SHOWN, FIELD VERIFY; REPULL NEW WIRES AS REQUIRED. EXISTING MIXERS TO BE REMOVED AND 0 RELOCATED, PROVIDE J- BOXES, CONDUITS AND WIRES, EXTEND EXISTING CIRCUIT TO NEW LOCATIONS AS SHOWN, FIELD VERIFY, REPULL NEW WIRES AS REQUIRED. Q EXISTING PROOFBOX TO BE REMOVED AND RELOCATED, PROVIDE J- BOXES; CONDUITS AND WIRES, EXTEND EXISTING CIRCUIT TO NEW LOCATIONS AS SHOWN, FEUD VERIFY, REPULL NEW WIRES AS REQUIRED. EXISTING WRAPSTATION EQUIPMENTS TO BE REMOVED AND RELOCATED, PROVIDE J- BOXES, CONDUITS AND WIRES, EXTEND EXISTING CIRCUIT TO NEW LOCATIONS AS SHOWN, FIELD VERIFY, REPULL NEW WIRES AS REUIRED. O FIELD VERIFY EXISTING LIGHT SWITCH LOCATIONS, MOUNT NEW UGHT SWITCH NEXT TO EXISTING LIGHT SWITCH IN THIS AREA 208 / 120 VOLTS 3 PHASE 4 WIRE 200 A CU BUS MLO 10000 A.I.C. MIN. TOP FEED SURFACE MOUNT SQ -D HOOD PHASE (KVA) CKT CKT -. ...._PHASE (KVA) A B BKR NO NO. 1 BKR A B C CIRCUIT USE 0.70 2 '' 2 zojl 0.88 LIGHTS _3 4 20/I 0.88 LIGHTS 20/1 P.. 5 6 20/1 1 20 (F89 KEN, IC FREEZER 20 1 7 8 - 036 - -- - - -- -- - - - ,#B6 SHEETER / 018 - 20/1 9 10 20 20 11 12 13 14 1 1 33 __.._ IS 0.50 20/3 7 75 16 20/3 #87 MAKEUP UNE .50 17 2 ' 1.33 • 1.70 • 79 20 7.0 _ 7.10 - 20/3 21 22 i 703 l 7.07 _ X88 BATCH MACH 7.10 23 24 7.07 • 0.95 26 ._ 0.95 ' 20/3 27 28 _ 20/3 SPARE I 0.95 � � 29 30 � Y 37 32 20/3 T 33 34 T 20/3 ' SPARE 35 36 � 37 38 0 70 20/3 39 40 l 20/3 ( SPARE 07 0 a1 9.64 + 9.6 116 A ' BAKERY - LIGHTING PLAN' SCALE' 1/8" = 1' -0" EXHAUST FANS ON ROOF. VERIFY EXACT LOCATION W /M.C_ SEE DETAILS 1 /E -1 (TYP). D -0372 BAKERY - POWER PLAN SCALE: 1/8" = 1' -0" EXHAUST FANS ON ROOF VERIFY EXACT LOCATION W /M.C. SEE DETAIL 1 /E -1 (TOP.) w Q � g � 5 EXIST PNL P6 w NEW PNL P13 -- EXIST PNL PP C/]', CD w z w 0 Q c z reAM1t pfit U w I_7 _I 7 GC F ! 4 FLOOR PLAN SCALE 1/82" = 1' -0" NO SCALE CONDUIT CONDUIT TO EXHAUST FAN DETAIL NO SCALE CUP GENERAL NOTES: (0 INFORMATION ON THE EXISTING INSTALLATION H15 BEEN OBTAINED FROM THE BEST SOURCES AVAILABLE BUT CAN NOT BE GUARANTEED ACCURATE IN ALL RESPECT. PRIOR TO BID, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VSIT THE SITE, VERIFY N'1 SUCH INFORMATION AND THOROUGHLY FAMILIARIZE HIMSELF' WITH THE EXISTING 'CONDTNON. 0 ALL WORK SHALL BE PERFORMED TO CHANGE THE EXISTING ELECTRICAL INSTALLATION AS SHOWN. INCLUDE :L'- PART OF THE CONTRACT ALL RELATED WORK REQUIRED TO OBTAIN v,E INDICATED RESULTS. ALL EXISTING WIRING, CONDUITS, JUNCTION PDXES AND ALL OTHER ELECTRICAL EQUIPMENT AND DEVICES IN THE AREAS AFFECTED BY THE DEMOLITION /V1D THE NEW.P.K SHALL_ BE REMOVED AND RELOCATED AS REQUIRED. EXTEND ALL CONDUITS AND WIRING. REPULL NEW WIRES ASREQUIRED. Q3 ALL WORK IS TO BE DONE SO AS NOT TO INTERFERE WITH THE STORE'S NORMAL OPERATION. A, WORK IS TO BE COORDINATED AND SCHEDULED AS APPROVED BY THE STORE MANAGER FOR ELECTRICAL SHUT DOWN, CONIIINUF, Or SERVICE, ETC. ® UPDAXISDNG O.D DIRECE. WITH THE NEW LOADS. PROVIDE TE E NEW TYPEWRITTE AR DIRECTORY TORI ® VERIFY EQUIPMENT LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. HOLD DOWN CLAMPS SUPPORT BAR COVER PLATE WIRE GRIP J -BO Q CONDUIT 18T MIN TYPE -..— CLIP KELLEMS GRIPULATOR SERIES SRP- 073 -03 SIZE PER CORD DIAMETER. DROP CORD NOT, ALL OUTLETS SHALL BE OF NON - BREAKABLE DUPONT ZYTEL NYLON. MANUFACTURER BY ERICSON OR EQUAL. SINGLE TWISTLOCK /RECEPTACLE ( ERICSON OR EQUAL) DUPLEX RECETACLE ERICSON OR EQUAL BAKERY DROP CORD OUTLET LAMPS 4 SYLVAN, recess F032 -835 NO SUBSTITUTIONS ALLOWED 2SPG- 432- Al2.125- 120- SSB -LP EL PROVIDE EMERGENCY BATTERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH AND ) LAMP OPERATION. ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER 'FO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE CF CORRESPONDING ELECTRICAL DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. OUNT REMARKS RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS RE(: UIRED. PROVIDE CUTTING, PATCHING, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL. BE PERFORMED DURING OFF BUSINESS HOURS, AND SHALL NOT INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR. OWNER'S NORMAL OPERATION AS REQUIRED, TEMPORARY POWER SOURCES INCLUDE PORTABLE. GENERATOR, POWER COMPANY'S TEMPORARY SERVICE HOOKUP, ETC. COORDINATE AND SCHEDULE WITH ARCHITECT AND CONSTRUCT!, MANAGER FOR CONSTRUCTION PHASING TIMING AND PROCESS, PROVIDE TEMPORARY POWER AS .REQUIRED FOR PHASING REQUIREMENT.. D99 -0372 PROVIDE NEW 50A /3P BREAKER IN EXISTING PANEL SPACE, FIELD VERIF, EXIST PANEL P6 PANEL P13 ROVIDE ENERGY SAVING LAMAD D FJ ECTRONIC RAIIASTS PARTIAL ONE LINE DIAGRAM SCALE: NONE LOAD CALCULATION TOTAL EXISTING CONNECTED LOAD FOR PANEL P6 IS 532 AMP NEW PANEL P13 IS 116 AMP: TOTAL NEW AND EXISTING CONNECTED LOAD IS 648 AMP: EXISTING PANES P6 IS 120/208 VOLT, 3 PHASE, 4 WIRES, 800 AMP. 0 LEGEND a FIXTURE TYPE 0 INCANDESCENT OR H.I.D. LIGHT FIXTURE �� CONDUIT IN CEILING OR WALL, 1/2" MIN. 01 WALL MOUNTED FIXTURE ' CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. II COMBINATION EXIT /EGRESS FIXTURE WITH BATTERY PACK �� H HU N TO P CL CONDUCTORS NUMBER, SLASHES Cy EGRESS /EMERGENCY FIXTURE W/ BATTERY PACK A rc e + � p "C ® H.I.D. LIGHT FIXTURE W /QUARTZ STRIKE LAMP '' C - METAWCECONDDITOPVC IT OPLA CHCONOUIt1 /2 Sri FIXTURE ON EMERGENCY AC.HT CIRCUIT T ISOLATED GROUND OR GROUND CONDUCTOR I i FLUORESCENT LIGHT FIXTURE .---. EDP CABLE. SEE SPECIFICATIONS. I. SUB- LETTER INDICATES CONTROLLNG SWOON ("1 FLEXIBLE CONDUIT CONNECTION AS REQUIRED 'E 7 SUB— LETIEF 'ND!CATES CONTROLLING SWITCH, qq CONTROLS OUTER LAAaP(5) 4ND b CONTROLS INNER IAMP ❑ TRANSFORMER $ SINGLE POLE SWITCH, +48' ■• , BRANCH PANEL // S 00E O RCD DIAMETER ID' LONG $a SUB - LETTER INDICATES FIXTURE CONTROLLED, +48" L i MECHANICAL UNIT 5,, SINGLE POLE SWITCH WITH PILOT LIGHT, +48" O EQUIPMENT TYPE $, u$c THREE POLE SWITCH, +48" SWITCH PROVIDED BY I,1C., INSTALLED BY E.C.. +48" WP C.O. WEATHER PROOF CONDUIT ONLY B TR PUSH BUTTON, +48" PUSH BUTTON FOR SHUNT TRIP, +48" +48' INDICATNTER ES MOUNTING HEIGHT OF EQUIPMENT /OUTLET ® BUZZER WITH TRANSFORMER, +84" CE LINE ABOYE FINISH FLO OR ST SINGLE PLUG -IN RECEPTACLE M.L.O. MAIN LUGS ONLY 0 DUPLEX RECEPTACLE DC DROP CORD ID ISOLATED GROUND DUPLEX RECEPTACLE CU COPPER ® FOUR -PLEX RECEPTACLE A.F.F. ABOVE FINISH FLOOR w SPECIAL PURPOSE OUTLET GFI GROUND FAULT CIRCUIT INTERRUPTER SI JUNCTION BOX, SIZE AND TYPE PER CODE DID HORN STROBE TO MATCH EXISTING MANUAL STATION TO MATCH EXISTING 0 FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER E" DUCT SMOKE DETECTOR D NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER (E) INDICATES EXISTING I MOTOR CONNECTION AS REQUIRED (5) NDIGATES NEW O T SPA EP CE OR ELHONAS E OUTLSHET OWN WITH 3/4" CONDUIT TO CEILING YI' OUTLET WITH 1 -1/2" CONDUIT TO MAIN PAY TELEP TEL EPHO BOHONE ARD '. I_7 _I 7 GC F ! 4 FLOOR PLAN SCALE 1/82" = 1' -0" NO SCALE CONDUIT CONDUIT TO EXHAUST FAN DETAIL NO SCALE CUP GENERAL NOTES: (0 INFORMATION ON THE EXISTING INSTALLATION H15 BEEN OBTAINED FROM THE BEST SOURCES AVAILABLE BUT CAN NOT BE GUARANTEED ACCURATE IN ALL RESPECT. PRIOR TO BID, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VSIT THE SITE, VERIFY N'1 SUCH INFORMATION AND THOROUGHLY FAMILIARIZE HIMSELF' WITH THE EXISTING 'CONDTNON. 0 ALL WORK SHALL BE PERFORMED TO CHANGE THE EXISTING ELECTRICAL INSTALLATION AS SHOWN. INCLUDE :L'- PART OF THE CONTRACT ALL RELATED WORK REQUIRED TO OBTAIN v,E INDICATED RESULTS. ALL EXISTING WIRING, CONDUITS, JUNCTION PDXES AND ALL OTHER ELECTRICAL EQUIPMENT AND DEVICES IN THE AREAS AFFECTED BY THE DEMOLITION /V1D THE NEW.P.K SHALL_ BE REMOVED AND RELOCATED AS REQUIRED. EXTEND ALL CONDUITS AND WIRING. REPULL NEW WIRES ASREQUIRED. Q3 ALL WORK IS TO BE DONE SO AS NOT TO INTERFERE WITH THE STORE'S NORMAL OPERATION. A, WORK IS TO BE COORDINATED AND SCHEDULED AS APPROVED BY THE STORE MANAGER FOR ELECTRICAL SHUT DOWN, CONIIINUF, Or SERVICE, ETC. ® UPDAXISDNG O.D DIRECE. WITH THE NEW LOADS. PROVIDE TE E NEW TYPEWRITTE AR DIRECTORY TORI ® VERIFY EQUIPMENT LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. HOLD DOWN CLAMPS SUPPORT BAR COVER PLATE WIRE GRIP J -BO Q CONDUIT 18T MIN TYPE -..— CLIP KELLEMS GRIPULATOR SERIES SRP- 073 -03 SIZE PER CORD DIAMETER. DROP CORD NOT, ALL OUTLETS SHALL BE OF NON - BREAKABLE DUPONT ZYTEL NYLON. MANUFACTURER BY ERICSON OR EQUAL. SINGLE TWISTLOCK /RECEPTACLE ( ERICSON OR EQUAL) DUPLEX RECETACLE ERICSON OR EQUAL BAKERY DROP CORD OUTLET LAMPS 4 SYLVAN, recess F032 -835 NO SUBSTITUTIONS ALLOWED 2SPG- 432- Al2.125- 120- SSB -LP EL PROVIDE EMERGENCY BATTERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH AND ) LAMP OPERATION. ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER 'FO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE CF CORRESPONDING ELECTRICAL DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. OUNT REMARKS RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS RE(: UIRED. PROVIDE CUTTING, PATCHING, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL. BE PERFORMED DURING OFF BUSINESS HOURS, AND SHALL NOT INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR. OWNER'S NORMAL OPERATION AS REQUIRED, TEMPORARY POWER SOURCES INCLUDE PORTABLE. GENERATOR, POWER COMPANY'S TEMPORARY SERVICE HOOKUP, ETC. COORDINATE AND SCHEDULE WITH ARCHITECT AND CONSTRUCT!, MANAGER FOR CONSTRUCTION PHASING TIMING AND PROCESS, PROVIDE TEMPORARY POWER AS .REQUIRED FOR PHASING REQUIREMENT.. D99 -0372 PROVIDE NEW 50A /3P BREAKER IN EXISTING PANEL SPACE, FIELD VERIF, EXIST PANEL P6 PANEL P13 ROVIDE ENERGY SAVING LAMAD D FJ ECTRONIC RAIIASTS PARTIAL ONE LINE DIAGRAM SCALE: NONE LOAD CALCULATION TOTAL EXISTING CONNECTED LOAD FOR PANEL P6 IS 532 AMP NEW PANEL P13 IS 116 AMP: TOTAL NEW AND EXISTING CONNECTED LOAD IS 648 AMP: EXISTING PANES P6 IS 120/208 VOLT, 3 PHASE, 4 WIRES, 800 AMP. 0 EXIST. FREEZER SLAB ` NEN FREEZER SLAB/ B-I VFY.ko I FIELO ARCH. PLANS VFY. PARTIAL PLAN SECTION A -1 D99 -0372 ALTERNATE LEAVE EXIST. SLAB R'INF. PROTRUDINE 1 FROM EDGE OF E7M5T. -LAB. SECTION B -1 leaf GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. Costco Wholesale - Tukwila, WA 2. DESIGN CODE AND STANDARDS - 1997 Uniform Building Code (U.B.C.) CONCRETE F'0=4000 PSI. 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF MATERIALS SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MAXIMUM WATER /CEMENT RATIO = 0.49. WATER CURING SHALL BE USED. LIMIT WATER CEMENT RATION TO 1.45 AND USE TYPE V CEMENT WHERE SOILS WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 M1NIA S,000 psi). LAS CONTINUOUS P.EIIVORCING BARS 36 B DIAMETERS, 2 -0" MINIMUM, U"!LESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEN FOR ALL HORIZONTAL REINFORCEMENT. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER AS AND SMALLER 1 -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS M11 AND SMALLER 3/4 REBAR DOWEL INSTALLATION DRILL HOLES FOR DOWELS IN ACCORDANCE WITH GROUT MANUFACTURERS RECOMMENDATIONS. BLOW HOLE CLEAN WITH OIL FREE COMPRESSED AIR. FILL DOWN HOLES WITH A MEASURED AMOUNT OF HILTI HY -150. INSERT REBAR AND SECURE UNTIL GROUT HAS REACHED ITS INIT CURE. ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUui, AND IN ACCORDANCE WITH ICBO REPORT NO 5193. INSPECTIONS INSPECTIONS ARE TO BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. FOUNDATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE. VERIFY SLUMP, STRENGTH. REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH PLANS. CHECK FOR REQUIRED CO`/ER, SIZE, GRADE, AND SPACING. DRILLED IN DOWELS: COPY OF ICBO REPORT FOR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. ABBREVIATIONS ARCH. = ARCHITECT M.A.S. = MASONRY (CLAY OR CMU) B. OR 80T. = BOTTOM M.R.S = METAL ROOF SUPPLIER BTWN. = BETWEEN N.F. =NEAR BLDG. = BUILDING N.T.S. = NOT TO SCALE C.I.P. = CAST IN PLACE O.F. = OUTSIDE FACE CLR. =CLEAR OPNG. OPENING CNTR. = CENTER = O.T.O. = OUT TO OUT CON. : CONCRETE R EIN =PANEL CONT. = CONTINUOUS RE IMF. = REINFORCING CONTR. = CONTRACTOR 1 R.O. = ROUGH OPENING DIA. =DIAMETER SW. = SHEARWALL EA. = MACH SIM. = SIMILAR EL. OR EL J. = ELEVATION SYMM. = SYMMETRICAL. E.N.W. OR ENW = ENGINEERS NORTHWEST T. = TOP E.F. = EACH FACE T.O.F. = TOP OF FOOTING E.W. = EACH WAY T.S. = TUBE STEEL F.O.C. = FACE OF CONCRETE TYP. = TYPICAL AT ALL F.O.P. = FACE OF PLYWOOD SIMILAR PLACES F.O.S. = FACE OF STUD U.N.O. = UNLESS NOTED F.O.W. = FACE OF WALL OTHERWISE FTG. = FOOTING V. OR VERT. = VERTICAL H. OR HORIZ. = HORIZONTAL V.I.F. = VERTICAL INSIDE I.F. = INSIDE. FACE V.O.F. = VERTICAL OUTSIDE INC. = INCLUDING FACE KB = KWIK BOLT W/ = WITH L.L.H. = LONG LEG HORIZONTAL L.L.V. = LONG LEG VERTICAL 2 E. C E-� z� 6 28 S2IENIDN3 a O 0 2 a 00 0 0 ar- 0C0 Ct W Z Q p �3 LLI < J 0 � Y .-0 F- JOB NO, 8 ENGINEER, M. CHAMBERS PRAWN, J5. DATE, 8 SHEET NO, S1 TUK.MC CO9TC0 TUKWILA 5 1/4" PARALAM PSL SECTION BUILT -UP COLUMN SEE PLAN I "xISSA.x1' -2 E5. w/ 2- 610 SCREWS EA END AND I- x10 SCREW O EA. STUD •10 SCREW TOP 4 BOTTOM E.S. OF SNP. TYP. BEAM FLAN a—a 3/4" = O I/2x 11/2x166A. w/ 2- %10 SCREWS VERT. LES AND 2- HILT X -DNI POWER ACTIVATED FASTENERS 4- 1641 OUT END OF T -BRACE AS NECESSARY TO FIT i 1 3 *10 SCREWS 6, 15/6,166Ax0-6" LONG EXIST. T- BRACE A -2 3/4" = 1' -0" - EXIST. ROOF 61 WHERE COLUMN LIES DIRECTLY UNDER 6LULAM, BRACE PER M -1 r6, I/4,166A. TRACK TOP 4 BOTTOM SECTION F -2 3/4" = V -0" SECTION .J -2 24'-4" WALL STUD SEE PLAN 5/4". 1' -0" EXISTING 2x6 MT7 WALL AT SKID ®TO BE REMOVED. SHORE EXISTING STRUCTURE AS NECESSARY. E-2 8-21 6LULAM H-2 PARTIAL FLAN FIELD EXIST. SLAB ON GRADE FIELD VFY »10 SCREWS O 12 "oc SECTION 2x6 STUD WALL (E) —f 13' -0" 3/4° HILTI X -DNI POWDER ACTUATED FASTENERS O 2 U.N.O. (EMBED 1 ") SHORE GLULAM EX.,. STEEL POST TO BE REMOVED. DEMO EXIST. WALL AND AT GRID 6 3 1/6x15 (E) 3'x166A. CONT. STRAP 6"x2•x166A. TRACK EA SIDE SEE PLAN FOR WALL FRAMING 50-0" B -2 3/4" = 1' -0" EXISTING BAKERY SECTION < -2 6"0l I/45x166A '. TRACK 2- 10 xl 5/5,65A. JOISTS *10 SCREWS O 5,6 6x1 I/4 "x166A. 57005 16,4 6 'x1 I /4"x20SA. TRACK T. 4 B. ciP .10 SCREWS 6 ° OG SECTION C -2 3/4" = EXIST. 6 "0 COLUMN PLAN 5-2 3/4" = ex 1 I/4,206A. STUD AGAINST PIPE COLUMN M12 SCREWS O 12•oc SELF DRILLIN6/TAPPIN6 TYPICAL EXI5T. 6 °0 COLUMN COPE TUBE AS NECESSARY TO FIT AROUND COLUMN BASE PLATE SECTION 0-2 TOP TRACK CONT. OVER POST 5 /6" M.R. PLYWOOD ES. SEE ARCH. 3 I/2 x l 1/4 x 206, TRACK TOP 4 BOT. BENT @ 160A. x 11/2 ° xl 1/2 -4 LONG W 2- MIO SELF - TAPPING/ DRILLING SCREWS, EA. LEG. BENT 0 05. OF 511/12 TOP 4 BOT. 5 3 1005 • 16 "oc I/2 x ■1 I/4 x 206A HILTI X -0NI POWDER ACTUATED FASTENERS O 2 AND 2 EA. END OF BOT. TRACK, EMBED 1" 3/4° = 1 AT LOW HEIGHT WALL SECTION L -2 SECTION H -2 3/4" = I' -O" 2- %10 SELF- TAPPIN6/DRILLIN6 SCREWS BEND WEB DOWN 90" OR USE 1 I/2x 1 I/2x 166, TO ATTACH TO TUBE Flee 3xOx 3/16 SLAB ON GRADE (E) 2- 1/2"xl .NO 0 SCREWS E.A. H/ 2- SCREWS EA. L.E6. TYP. L2o2,0)/16x0' -3 LONG H/ 2- 3/6 "0 HILT! KWIK BOLTS, EMBED 3" MIN. 1 3/4' SASE MIN. NORM. LES EXIST. 8 "0 COLUMN 6'x 1 I /4`x166A. TRACK AGAINST PIPE COLUMN •12. SCREWS O 6, SELF DRILLINS/TAPPIN6 TYPICAL. SECTION E -2 3/4" = 1 0" SECTION M -2 GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1997 EDITION - ASTM'S LATEST EDITION LIVE LOADS INTERIOR WALL LOAD ! PSF SEISMIC ZONE 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 (Fy =36,000 PSI) TUBE SHAPES ASTM A -500. GRADE B (Fy= 46,000 PSI) HIGH STRENGTH BOLTS ASTM A -325 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH °SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WAWO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL B AWS PREQUALIFIED. CONCRETE EXPANSION ANCHORS - "HILTI KWIK BOLTS" - INSTALL IN ACCORDANCE WITH ICBO REPORT NO. 4627. LIGHT GAGE STEEL FRAMING AS NOTED ON PLANS. 14 & 16 GAGE SHALL CONFORM TO ASTM 446, GRADE D. 18 GAGE 8 LIGHTER SHALL CONFORM TO ASTM 446, GRADE A. PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS. PARALLAM PSL WOOD MEMBERS MANUFACTURED BY TRUS -JOIST MACMILLAN IN ACCORDANCE WITH NER -292. MATERIALS TO COMPLY WITH NES REPORT NO. NER -292. PARALLAM PSL TO BE MANUFACTURED FREE OF FINGER JOINTS. SCARFS, OR MECHANICAL CONNECTIONS. ADHESIVES TO BE WATERPROOF TYPE CONFORMING TO ASTM D -2559. PARALLAM PSL TO BE MANUFACTURED IN AN APPROVED PLANT. Fb= 2,900, Fvx =290 PSI. EACH MEMBER TO BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE & GRADE, NER REPORT NU '•:R, MANUFACTURERS NAME, PLANT NUMBER, AND INDEPENDENT INSPECTION AGENCY'S LOGO. ALL 000)0RS TO FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. INDUSTRIAL APPEARANCE GRADE. GLU- LAMINATED WOOD MEMBERS GLU- LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI /AITC A190.1 - AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS - STRUCTURAL GLUED LAMINATED TIMBER AND IN ACCORDANCE WITH NER -486. USE COMBINATION EWS24F -V4 (DF /DF) Fb 2400, Fvx = 190 PSI FOR CANTILEVERED 8OTTOM TO BE 2 FREE 8 OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. PROVIDE AITC OR APA -ENS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA -EWS CERTIFICATE. ADHESIVE TO BE ° WET USE ". INDUSTRIAL APPEARANCE GRADE. SUSPE(DED CEILINGS CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE LATERAL FORCES SPECIFIED IN CHAPTER 23 OF THE UNIFORM BUILDING CODE. INSPECTIONS INSPECTIONS ARE TO BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. CONC. EXPANSION COPY OF 1CB0 REPORT FOR ANCHORS OR USED MUST BE AVAILABLE AT ANCHORS: JOB SITE. VERIFY ANCHYIRS INSTALLATION IS IN ACCORDANCE WITH REPORT. WELDING: PER AWS, SECTION 6. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING EABLES, BASE METAL QUALITY, JOINT PREPARATION AND PREHEAT. FIT -UP, PREHEAWELDING CONDITIONS. DURING WELDING INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERATURES, CONSUMABLE CONTROLS, INTERPASS CLEANING, VISUAL INSPECTION, NOT, IF REQUIRED. AFTER WELDING INSPECT FOLLOWING; IF REQUIRED: CONFORMITY TO PLANS ._4D SPECIFICATIONS, CLEANING, VISUAL INSPECTION, NOT. REPAIRS INSPECTION, POST WELD F=AT TREATMENT, DOCUMENTATION.' INSPECTION IS REQUIRED FOR ALL OTHER FIELD WELDS. LIGHT GAGE VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY STEEL FRAMING: CERTIFICATION OF WELDERS. 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. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL. ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED S EQUIPMENT SHALL BE INCLUDED INE THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. 11,,SE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT B BY THE SUPPLIER OF THAT EQUIPMENT." IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT M: A.S.. = MASONRY (CLAY OR CMU) B. OR BOT. = BOTTOM M.R.S = METAL ROOF SUPPLIER BTWN. = BETWEEN N.F. = NEAR BLDG. = BUILDING N.T.S. = NOT TO SCALE C.I.P. = CAST IN PLACE O.F. = OUTSIDE FACE CLR. = CLEAR OPNG. = OPENING CNTR. = CENTER O.T.O. = OUT TO OUT CON. = CONCRETE PNL. = PANEL CONT. = CONTINUOUS REINF. = REINFORCING CONTR. = CONTRACTOR R.O. = ROUGH OPENING DIA. = DIAMETER 5W = SHEARWALL EA. = EACH SIM. =SIMILAR EL. OR ELEV. = ELEVATION SYMM. = SYMMETRICAL E.N.W. OR ENW = ENGINEERS NORTHWEST T. = TOP E.F. = EACH FACE T.O.F. = TOP OF FOOTING E.W. = EACH WAY T.S. = TUBE STEEL F.O.C. = FACE OF CONCRETE TYP. = TYPICAL AT ALL F.O.P. = FACE OF PLYWOOD SIMILAR PLACES F.O.S. = FACE OF STUD U.N.O. = UNLESS NOTED F.O.W. = FACE OF WALL OTHERWISE FTC. = FOOTING V. OR VERT. = VERTICAL H. OR HORIZ. = HORIZONTAL V.I.F. = VERTICAL INSIDE 1.F. = INSIDE FACE V.O.F. = VERTICAL OUTSIDE INC. = INCLUDING FACE KB = KWIK BOLT W/ = WITH L.L.H. = LONG LEG HORIZONTAL L.L.V. = LONG LEG VERTICAL 5/4". I' -0" D99 -0372 65, I I /4"x206A. STUD PIECE, ES. I W � 5 0 ' mamma PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES ( D -2 ) CONDENSATE DRAIN ZORN ZN -415 7 2 800 CFM o .2" S.P., 606 RPM. TYPE 1 STRAINER. ADJUSTABLE ROUND TOP ANTI - SPLASH RIM STRAINER HITS OUTS- COATED CAST IRON BODY. 3/H -1 COIL DRAINS CONTROLLED T. ROOF ON/OFF SWITCH ( D -3 ) FLOOR SINK FLOOR SINK DRAIN ZURN Z- 1910 -33 Z- 1902 ZURN -33 2" 2' 4" 2 PENN FX726H 1200 CFM 0 .375 S.P., 866 RPM. PORCELAIN ENAMELED 8" SQUARE CAST IRON FLOOR SINK. FLASHING COLLAR, DOME STRAINER AND 1/2 SOLID GRATE. INDIRECT SINK WASTE, PORCELAIN ENAMELED 12' SQUARE EXTRA DEEP CAST IRON RECEPTOR. FLASHING COLLAR, DOME BOTTOM STRAINER AND 1/2 GRATE. 4/M -1 4 /M -1 BAGEL KETTLE MULTI COMP. SINKS OO ( D -4 ) ( HD ) HOSE DROP CHICAGO FAUCET NO 83 ARCH NUMBE'� 3/4" DESCRIPTION L F;CELE STAINLESS STEEL H a. .2 LONG, WRH N0. i SELF - COSING PRE -RINSE VALVE. SYMMONS VISU -TEMP NO. 4 500VT X PRESSURE BALANCING MIXING VALVE WITH INTEGRAL THERMOMETER AND ADJUSTABLE STOP. VENT COLD W. HOT W. 0 PROVIDE TRAP PRIMER. HAND SINK E -1 SCALE: NONE SCALE: NONE CEILING NOTE: FOR INSTALLATION IN .FRONT OF BAKERY OVENS, DRAIN SHALL BE SET FLUSH WITH FINISH FLOOR. FLOOR DRAIN D -2 SCALE: NONE MECHANICAL EXHAUST VENTILATION SYSTEM HOOD TYPE: TYPE II J &M AIR, INC TYPE II HOOD 18 GA. STAINLESS STEEL AREA: 48' X 48' FORMULA USED FOR DETERMINING AIR FLOW: Q = 75A = 75 • 16 = 1200 CFM MIN. 6" OVERHANG PROVIDED BEYOND EQUIPMENT ON ALL SIDES EXHAUST FAN: DUCT SIZE: 10"0 SQUARE FEET OF DUCT AREA: 0.55 SQ FT. NUMBER OF DUCTS: 1 EXHAUST FAN CFM: 1200 CFM EXHAUST DUCT VELOCITY: 2200 FPM 48" HOOD PLAN VIEW 10 "0 24 GAGE GALVANIZED STEEL DUCT CONTI .OUS THRU ROOF TO TOP uF EXHAUST FAN CURB MIN 18" OVEN FURNISHED WITH: h OA BUILT -IN TYPE II HOOD BO 10 '0 DUCT COLLAR CONTRACTOR FURNISHED © EXHAUST FAN OD EXHAUST DUCT 10' -0" CEILING 105.5" SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1 -1 /2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL Ps— BAGEL REVOLVING TRAY OVEN SCALE NONE PLUMBING ROUGH IN: 0 1 /2 "HW WALL STOP CI +16" QB 1 /2'CW WALL STOP ® +16' © 1 -1/2" WASTE B 20" 16" 4 36 - /2' --4-- 34 -1/4" REAR BAGEL KETTLE HOOD & EXHAUST FAN ELEVATIONS EXHAUST FAN TERMINATION SHALL DISCHARGE A MIN. OF 40" ABOVE ROOF. FOR ROOF CURB SEE EXHAUST FAN DETAIL ROOF 0 SIZE PER PLAN DRIP LEG GAS COCK GAS INPUT 240 MBH 4 FLOOR LINE 7 EXHAUST FAN DISCHARGE A MIN. OF 40" ABOVE ROOF. -ROOF CURB BY G.C. 7 10"0 24 GAGE GALVANIZED STEELDUCT CONTINUOUS THRU ROOF TO TOP OF E %HAUST FAN CURB -- SPLASH GUARD TRIPLE COMPARTMENT SINK E -2 (.§;) SCALE: NONE REF. 0 DRAIN D -3 D -4 K D -3 D -4 SIZE 2" 4" FINISH FLOOR OUTLET SIZED FLOOR SINK D -3, D -4 SCALE: NONE 1/2' HANGER RODS & 2 "X2' ANGLE IRON SUPPORTS BY M.C. HANG FROM COOLER BOX CEILING — 18 GA. STAINLESS STEEL HOOD FURNISHED BY COSTCO WHOLESALE INSTALLED BY M.C. BAGEL KETTLE BY COSTCO SCALTy NONE °LAN VIEW ROOF EXHAUST FAN SINK FURNISHED WITH: - FAUCETS - LEVER WASTES PLUMBING ROUGH IN: DA 1/2" HW WALL STOP M +16" QB 1/2' CW WALL STOP 6+16" TRAP & ARM SIZE® K 48' 42 --{ SIDE ELEVATION D99 -0372 TWO COMP. SINK E -3 SCALE: NONE SINK FURNISHED WITH: FAUC� LEVER WASTES PLUMBING ROUGH IN: ® 3/4" HW WAL ST ® + 16 ® 3/4" CW WALL STOP ® + 18' 0 K &u_ HVAC EQUIPMENT SCHEDULE SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. 'VEIGHT REFERENCE REMARKS NOTES EF -1 EXHAUST FAN WEN F PEN B N H 800 CFM o .2" S.P., 606 RPM. 1%4 /HP 120V 10 P 6/MM1 1 CONTROLLED T. ROOF ON/OFF SWITCH EF -2 EXHAUST FAN BAGEL 171E H000 PENN FX726H 1200 CFM 0 .375 S.P., 866 RPM. 1/4 120V/H1m P PLAN M -1 5/M -1 16.25" SQ. FT. ROOF OPENING CONTROLLED BY ON /OFF SWITCH 00 0 EQUIPMENT FURNISHED & INSTALLED BY M.C. ® ROOF CURBS PROVIDED Ni G.C. BAKERY EQUIPMENT SCHEDULE ARCH NUMBE'� SYMBOL DESCRIPTION WASTE VENT COLD W. HOT W. COMMENTS DETAIL SERVES NOTES ,. ( E -1 1 HAND SINK 1 -1/7 1 -1/2' 1/7 1/7 STAINLESS STEEL, WALL HUNG, WITH FAUCET, WALL BRACKET, AND KNEE VALVE. 1/M -2 BAKERY 1 ( E -2 1 ( E -3) THREE COMPARTMENT SINK INDIRECT 2' 3/4" 3/4 STAINLESS STEEL, ADJ. LEGS WIT H 2 FAUCET, LEVER WASTES. 2/M -2 BAKERY CDC) BAKERY O8 STAINLESS STEEL, ADJ. LEGS WRH 2 FAUCET, LEVER 'NASTES. 9/M -2 TWO COMPARTMENT SINK. INDIRECT 7 3/4 3/4" ( E ) BAGEL KETTLE 180 MBH. HEAVY WALL STEEL DRAFT TYPE III CANOPY HOOD-ALL STAINLESS D BY OW ER. IVERTER, APPROVE[ BAKERY ( E -5 1 BAGEL OVEN DELETED ( E -6) CYCLOTHERMIC DECK OVEN OVEN W /BUILT -IN I100D, 280 MBH. BAKERY, CID ( E -7 1 OVEN(EXISTING) 3/8 OVEN WITH HOOD, 380'. MOH, BAROMETRIC DAMPER, DRAFT D A INDUCER AND DRAFT PROVING SWITCH -ALL PROVIDED AND ASSEMBLED BY OWNER, INSTALLED BY CONTRACTOP. PROVIDE. CI ASS B G. VEND(;-;.' GAS I INE SI7F PER PI AN 1 B ERN ( E -B PROOFER BOX(K(ISTING) 3/K' UNIT 'W/HUMIDIFIERS PROVIDED & ASSEMBLED BY OWNER. BAKERY 0 EQUIPMENT( FUME,. BY THE OWN.. THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P- TRAPS, TAILPIECES, ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. CONTRACTOR SHALL RECEIVE. UNCRATE SET & CONNECT. 0 EQUIPMENT FURNISHED BY THE OWNER, SET BY THE VENDOR, PLUMBED AND CONNECT ALL SERVICES BY MECHANICAL CONTRACTOR. HAND SINK E -1 SCALE: NONE SCALE: NONE CEILING NOTE: FOR INSTALLATION IN .FRONT OF BAKERY OVENS, DRAIN SHALL BE SET FLUSH WITH FINISH FLOOR. FLOOR DRAIN D -2 SCALE: NONE MECHANICAL EXHAUST VENTILATION SYSTEM HOOD TYPE: TYPE II J &M AIR, INC TYPE II HOOD 18 GA. STAINLESS STEEL AREA: 48' X 48' FORMULA USED FOR DETERMINING AIR FLOW: Q = 75A = 75 • 16 = 1200 CFM MIN. 6" OVERHANG PROVIDED BEYOND EQUIPMENT ON ALL SIDES EXHAUST FAN: DUCT SIZE: 10"0 SQUARE FEET OF DUCT AREA: 0.55 SQ FT. NUMBER OF DUCTS: 1 EXHAUST FAN CFM: 1200 CFM EXHAUST DUCT VELOCITY: 2200 FPM 48" HOOD PLAN VIEW 10 "0 24 GAGE GALVANIZED STEEL DUCT CONTI .OUS THRU ROOF TO TOP uF EXHAUST FAN CURB MIN 18" OVEN FURNISHED WITH: h OA BUILT -IN TYPE II HOOD BO 10 '0 DUCT COLLAR CONTRACTOR FURNISHED © EXHAUST FAN OD EXHAUST DUCT 10' -0" CEILING 105.5" SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1 -1 /2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL Ps— BAGEL REVOLVING TRAY OVEN SCALE NONE PLUMBING ROUGH IN: 0 1 /2 "HW WALL STOP CI +16" QB 1 /2'CW WALL STOP ® +16' © 1 -1/2" WASTE B 20" 16" 4 36 - /2' --4-- 34 -1/4" REAR BAGEL KETTLE HOOD & EXHAUST FAN ELEVATIONS EXHAUST FAN TERMINATION SHALL DISCHARGE A MIN. OF 40" ABOVE ROOF. FOR ROOF CURB SEE EXHAUST FAN DETAIL ROOF 0 SIZE PER PLAN DRIP LEG GAS COCK GAS INPUT 240 MBH 4 FLOOR LINE 7 EXHAUST FAN DISCHARGE A MIN. OF 40" ABOVE ROOF. -ROOF CURB BY G.C. 7 10"0 24 GAGE GALVANIZED STEELDUCT CONTINUOUS THRU ROOF TO TOP OF E %HAUST FAN CURB -- SPLASH GUARD TRIPLE COMPARTMENT SINK E -2 (.§;) SCALE: NONE REF. 0 DRAIN D -3 D -4 K D -3 D -4 SIZE 2" 4" FINISH FLOOR OUTLET SIZED FLOOR SINK D -3, D -4 SCALE: NONE 1/2' HANGER RODS & 2 "X2' ANGLE IRON SUPPORTS BY M.C. HANG FROM COOLER BOX CEILING — 18 GA. STAINLESS STEEL HOOD FURNISHED BY COSTCO WHOLESALE INSTALLED BY M.C. BAGEL KETTLE BY COSTCO SCALTy NONE °LAN VIEW ROOF EXHAUST FAN SINK FURNISHED WITH: - FAUCETS - LEVER WASTES PLUMBING ROUGH IN: DA 1/2" HW WALL STOP M +16" QB 1/2' CW WALL STOP 6+16" TRAP & ARM SIZE® K 48' 42 --{ SIDE ELEVATION D99 -0372 TWO COMP. SINK E -3 SCALE: NONE SINK FURNISHED WITH: FAUC� LEVER WASTES PLUMBING ROUGH IN: ® 3/4" HW WAL ST ® + 16 ® 3/4" CW WALL STOP ® + 18' 0 K &u_ 1 -40 TUKWI STRANDLER BL MINKLER BLVD SAXON G SW 27th St PARCEL A: PARCEL B: PARCEL G: LEGAL DESCRIPTION That portion of Government Lot I of Section 55 and Government Lot I of Section 56 and Government Lot 8 oP Section 25 and that portion of the southeast qua of the southeast quarter of Section 26, all In Township 23 North, Range 4 East, W.M., In King County, Washington described as follows: Beginning a the northeast corner of sold Government Lot 1 of Section 35; thence south 0I °14'01" west along the east line of Government Lot I of said Section 35 a distance of 8238 feet to the true point of beginning; thence north 88 °0821' west a distance of 16724 feet; thence north OI °5134' east a distance of 8355 feet; thence north OI °41'24" east a distance of 515.60 feet; thence along a curve to the right having a radius of 300.00 feet, an arc distance of 44.43 feet through a central angle of 18 °54'26 "; thence south 88 °1231" east a distance of 12322 feet; thence south OI °41'24' west a distance of 411.61 feet to the west mangin of the James Christensen Road; thence south 30 °24'21" west along said west margin a distance of 60.08 feet; thence south 07 °32'21" west along said west margin a dtstatce a 114.08 Peet; thence north 88 °0821' west a distance of 52622 feet to the trve point of beginning. TOGETHER WITH o permanent and irrevocable non - exclusive easement over the Following described 30 foot strip of land, commencing at the east line of Andover Pork East, proceeding easterly to the east Ilse of the grantee's (Parcel Al property, said 30 foot strip of land Is described as follows: That portion of the southeast quarter of the southeast quarter of Section 26 and Government Lot 8 of Section 25 all In Township 23 North, Range 4 East, iLM., N the City of Tukwila, King County, Washington, described as Follows: Beglming at the southeast corner or said southeast quarter of the southeast quarter of Section 26; thence north 81 °4408" west along the south Itne of said southeast quarter of the southeast quaker of Seaton 26 a distance of 166.45 feet; thence north 01 °4124" east a distance of 51560 feat; thence on a curve to the right having a radius of 300.00 Peet, an arc distance of 44.43 feet through a central angle of 18°5426" to the true point of begiming; thence north 88 °1231° west a distance .>P 251.41 feet to the easterly margin of Andover Park East; thence along sold easterly margin along a cove to the right the center of which bean south 11 °2401" east having a radius of 270.00 feet, an arc distance of 2033 Peet to a point of reverse curve; thence along a curve to the left having a radius of 330.00 Peet, an arc distance of 11.46 feet; thence south 88 °1231 east a :dlstance of 470.63 feet; thence south 0I ° 4124'. west a distance of 30.00 feet to the northeast comer of the above described parcel; thence north 3371231" west °tong the north line of the above described Force a distance of 72322 feet to the true point of beginning. That portion of Government Lot I In Section 35, Township 23 North, Range 4 East, W.M., In the City of Tukwila, King County, Washington, described as follows: Beginning e the northeast corner of said Government Lot I or Section 35; thence south 01 °1401" west along the east the of said &averment Lot I a distece of 6238 feet; thence north 88 °08'21" west a distance of 16724 feet to the be poet of beginning; thence continuing north 88 °08'21" west a distance of 253.00 Peet to the east the oP Andover Park East; thence north 0I °5134" east along said east Tine a distance of 48.00 feet; thence south 66 °08'21" east a distance of 25300 feet to the west line of Parcel "A'; thence south 0I °5134' west along sold west line a distance of 48.00 feet to the true point of beginning. That portion of Government Lot I, In Section 35, Township 23 North, Range 4 East, W.M., In King County, Washington, described as follows: Beginning at the northeast corner of said Government Lot I, thence north 874406' west along the north the thereof 166.45 feet to the centerline of C.M.ST. P It P RR iR/51 easement; thence south 1 °5134" west along said centerline 6355 feet; thence north 88 °08'21" west 253.00 feet to the true point of beginning of this description; thence south 88 °0821" east 226.00 feet; thence south 86 °2548" west 211.45 feet; thence south 37 °4331" west 25 feet to a point' from which the true point oP beginning bears north 1 °51' 54" east; thence north 1 °5134" east to the true point of beginning. PIMO VERIFICATION AND COORDINATION, I. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILTY FOR ACCURACY OF SAME. 2. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO TIE: UTILITY. 3. TIE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 4. MAINTAIN STORE OPERATION DURING SELECTIVE DEMOLITION. 5. MAINTAIN UTILITIES, COMMUNICATION AND SECURITY DURING THE DEMOLITION PROCESS. 6. ALL SALVAGED MATERIAL IS THE P05535106 OF THE OWNER 1. PROVIDE TEMPORARY CLOSURE FOR ANY OPENING/EXPOSURE OF THE BUILDING EXTERIOR. COORDINATE W/ BUILDING SECURITY. DIMENSIONS. I. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DINEN51065 GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARGH1TFOT IF ANY DISCREPANCIES ARE POUND. 2. DIMENSIONS ARE TO THE - CENTERLINE OF COLUMNS OR GRID - CENTERLINE OF 06361655 - CENTERLINE OF PARTITIONS - FACE OF CONCRETE OR MASONRY (NOMINAL) - FACE or SHEATHING AT EXTERIOR STUD WALLS - FACE OF FINISH AT EXISTING 61613535 66'VER NIN9 AUTHORITY REGIUIREPCNTS. '.. GENERAL DEMO NOTES FIELD VERIFICATION AND COORDINATION: I. CONTRACTOR SHALL INCLUDE AND PERFORM ALL DEMOLITION WORK REQUIRED TO ACCOMODATE 6361 WORK.. 2. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED DURING DEMOLITION WORK AND UNTIL NEW WORK IS IN PLACE. 3. UNLESS DETAILED OR 5053DU ED OTHERWIE5E, ALL AREAS AFFECTED BY DEMOLITION WORK SHALL BE PATCHED AND /OR REPAIRED TO MATCH EXISTING ADJACENT SURFACES AND FINISH. REPAIR AFFECTED AREAS AS REQUIRED TO RECEIVE NEW WORK. 4. PROTECT ADJACENT SURFACES NOT SCHEDULED FOR DEMOLITION. 5. CONTRACTOR TO VERIFY ACCURACY AND EXTENT OF CONDITIONS PRIOR TO BIDDING DEMOLITION WORK 5140141 ON THE DRAWINGS. 6. COORDINATE 511TH OVQ1ER THE SALVAGING OF ANY MATERIAL. INDEX OF DRAWINGS ARCHITECTURAL 154 TITLE SHEET 15.2 KEY PLAN D-11 DEMOLITION PLANIROOF PLAN CIVIL - NOT USED ARCHITECTURAL A INTERIOR ELEVATIONS A ENLARGED FLOOR PLAN AND REFLECTED CEILING PLAN Ail PARTIAL FLOOR PLAN AND SECTION A-NJ DETAILS STRUCTURAL s - I PARTIAL FOUNDATION PLAN, SECTIONS S GENERAL NOTE 5-2 FRAMING PLAN AND SECTIONS MEGHANIGAUPL Rfr4e 14-I BAKERY KEY PLAN, ENLARGED PLUMBING At•ID VENTILATION PLANS, NOTES, LEGEND 14-2 SCHEDULES AND DETAILS ELECTRICAL 3-I PARTIAL ONE LINE DIAGRAM, LIGHT FIXTURE SGIIELULE, LEGEND, FLOOR PLAN E-2 BAKERY LIGHTING d POWER ELAN, EQUIPMENT SGAEDULE, NOTES N PANNE. SCFEDIA.E FIRE PROTECTION R'1 FIRE 5"R116GLER Plflty PLAN FUSSMANN R-1 R2 R-5 6.4 6-5 R-6 R -1 R-9 FLOOR PLAN FLOOR PLAN ELECTRICAL EL[".r.TRiGAL 5 5C.N®!AE 5.008 PLAN PLUMBING FLOOR PLAN LIQUID L11ES FL OCR PLAN 5501155 LR55 REFRIGERATION SGfEDU-E TYPICAL CURB 601311RATION , I/25/00 PROJECT DIRECTORY SITE & BLDG. STATISTICS I. GOVERNING BUILDING CODE: 2. ZONING: 3. SETBACKS: NO CHANGE 4. BAKERY FLOOR AREA BUILDING AREA PRODUCTION COOLER FREEZER GELATO TOTAL AREA 6. TYPE OF CONSTRUCTION, 1. OCCUPANCY GROUP(5): 8. OCCUPANCY LOADS: 5610 S.F. 4842 S.F. 340 S.F. 440 S.F. 55 S.F. 5310 S.F. PROMOTION AREA: production office 01 /1OO x 515 production area 01 /200 x 14521 production receiving 011300x 12541 TOTAL OCCUPANTS PRODUCTION AREA MAIN BUILDING: retail sales area 01/30 x 141540 Warehouse recg. 01500x'. 6,415 empl. break ran.': e1 /1OO x 1551 office 01/100 x 2,140 meat / bakery 011200 x 12,415 food court 01/200 x 2,450 food. mess. 51300 x 1200 optical exam 011100 x 400 pharmacy 0I /1OO x 400 receiving core 01 /100 x 650 pas. coolers 0n/a x 3,750 mMiJab 011100 x 580 hearing center el/100 x 230 optical kiosk 01/100 x 150 TOTAL OCCUPANTS MAIN BUILDING TIRE SALES /INSTALL tire Install'. 01/100 x tire sales 01/30 x 1447 UB.C. COMMERCIAL / RETAIL III -N SPRINKLERED M AND F -I OVERALL OCCUPANCY P THE evaDiNe. 2400 2646 sq.ft. _ sq.ft. 48 sq.ft. = 42 occupants 144 sgft = 4518 occupants sq.ft. = 30 occupants sq.ft. = 16 occupants sq.ft. = 22 occupants sq.ft. = 63 occupants sgft. = 15 occupants sq.ft. = 4 occupants sq.ft. = 4 occupants sq.ft. = 4 occupants sgft. = 7 occupants sq.ft. = 0 occupants sq.ft. = 6 occupants sq.ft. = 3 occupants egft. = 2 occupants 5,114 24 occupants sq.ft. = 64 occupants 113 TOTAL OCCUPANTS TIRE SALES /INSTALL 4. EXITS REQUIRED: 1/2 of occupants 2557 x 0.2 = 512 le. Inches of exit required MAIN BUILDING 1/2 oP occupants 7 ts 25 xx 03 DNS GTION Rln. manes oP exit required MAIN BUILDING total occupants 5114 = 1250 lin. Inches of exit required MAIN BUILDING total occupants 115 x 02 = total occupants _ 144 x 02 = 10. EXITS PROVIDED: ,ccuparts occupants 25 lIn. inches of exit required TIRE SALES /INSTALL 30 le. inches or exit required PRODUCTION AREA MAIN BUILDING: jI_ exIs O 46" + exits 040" = 1246 Iln. Inches exit (>1260 ) TIRE SALES/INSTALL= 1_ exit 0 12' = 72 lin Inches exit{ >25 ) PRODUCTION AREA: J exit ® 72" + _2_ exits 0 36" = 144 Iln. Inches exit ( >30 II, PARKINS REQUIRED: (SEE DETAIL CALCULATION ON SD -I) TOTAL = 124 PARKING SPACES REQ'D REQUIRED FOR HANDICAPPED = 14 HANDICAPPED SPACES READ 12. PARKING PROVIDED: 156 TOTAL SPACES = I6 HANDICAPPED SPACES FILE COPY -5 :AL BEE, ADJACENT D MATE VICINITY MAP FUR. EXT. FD. FON. FF FH5 FL. F.1.0. F.R.P.P. PT6. 4516 GA. N GALV. 'LACE 6.1. INE, CLEAR 6LP 61-5 E MASONRY UNIT HB. H.G. US H.M. :TION HORIZ. TOR HT. TILE HTR INSUL. Jr /JTS FOUNTAIN L. L)1 LAM. LF. LIQ. FINISH SYSTEM LINT. INSULATION d MAS. ITEM MAX. Fi Ai VW M85_ ORILLA EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FACTORY FINISH FLAT HEAD SCREW FLOOR 6.6615HED b INSTALLED BY 0WNER FIBER REINFORCED PLASTIC PANEL(5) FOOTING GAUGE GALVANIZED GALVANIZED IRON GYPSUM LATH N PLASTER GYPSUM WALLBOARD, GYPSUM BOARD HOSE BIBB HANDICAPPED HOLLOW METAL HORIZONTAL HEIGHT HEATER INSULATION JOINT,JOINTS LONG, LENGTH LAMINATE LAMINATED LINEAR FOOT, LINEAL FOOT LIQUID LIGHT WEIGHT MASONRY MAXIMUM MFTAI_ F311II_DIN. SUPPI.IF£ ABBREVIATIONS M.H. MIN MISC. M.O. MR MULL. MID. MTG. N.I.G. NOM. N.T.S. O.A. O.G. O.H. OP'6. MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MULLION MOUNTED MOUNTING NOT IN CONTRACT NOMINAL NOT TO SCALE OVERALL ON CENTER OVERHEAD OPENING OPP. OPPOSITE PIN. PARTITION PERP. PERPENDICULAR PL. PLATE, PROPERTY LINE PLASLAM. PLASTIC LAMINATE PLYWD. PLYWOOD PL136. PLUMBING PNL. PANEL, PANELING PR. PAIR PROJ. PROJECT PRV PRESSURE REDUCING VALVE PT. POINT Q.T. QUARRY TILE QTR QUARTER R RADIUS RD. ROOF DRAIN RL. RAIN LEADER 12,./1 S.G. SOLID CORE SET. SHEET SIM. SIMILAR 5.1.C. SUPPLIED N INSTALLED BY CONTRACTOR 5.1.0. SUPPLIED L INSTALLED BY OWNER S.I.V. SUPPLIED 4 INSTALLED BY VENDOR S.0.I.G. SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SPECD. SPECIFIED 5Q. SQUARE 55. SERVICE SINK, SANITARY 5E5ER 55T STAINLESS STEEL STD. STANDARD 5TL. STEM. STRICT. STRUCTURE, STRUCTURAL SUBP. SUSPENDED 5Y5. SYSTEM T TREAD, TOP TIE TOP N BOTTOM TEL. TELEPHONE TEMP. TEMPERED TIG TONGUE E GROOVE 7.6. TEMPERED GLASS TYP. TYPICAL UTIL. UTILITY UB.C. UNIFORM BUILDING CODE Y.G.T. VINYL COMPOSITION TILE VERT. VERTICAL W/ WITH W/O WITHOUT WD. WOOD WOW. WINDOW wP 1..1,m0rxoMF a► NORTH ARROW DETAIL ETAIL IDENTIFICATION SHEET WHERE DRANK WALL SECTION DETAIL IDENTIFICATION SHEET WHERE DRAWN BUILDING SECT ION DETAIL IDENTIFICATION SHEET MERE DRAWN ELEVATION DETAIL IDENTIFICATION SHEET WHERE DRAWN DOOR MARK -DOOR CODE - REFER TO SCHEDULE 1160 SAXON DRIVE TUKWILA, WA 98188 GENERAL NOTES LEGEND OF SYMBOLS WINDOW MARK I2 SCREEN /LOUVER MARK ROOM MARK -ROLM NAME --ROOM NUATER BAKERY REMODEL CEILING MOUNTED WALL MOUNTED GRADE ELEVATION ® RECESSED NEW OR FINISH GRADE 4 E FLUORESCENT L I G H T F I T R E S PLYWOOD RIGID INSULATION COLUMN GRID - - - FACE OF MASONRY I OR CONCRETE CENTER IXt CENTERLINE OF STRIh^.TURE, WALL 1 - FINISHED CONTOURS 50' -0" WORK, CONTROL / -- EXISTING LstFL. OR DATUM POINT / CONTOURS DIMENSION INCANDESCENT LIGHT FIXTURES I I REVISION SPRINKLER MAIN PROPERTY LINE FENCE OS SPEAKER 050 SMOKE DETECTOR ® EXIT SIGN • SPRINKLER HEAD • EXISTING SPRINKLER HEAD ACCESS PANEL SUPPLY DIFFUSER E %HAUST OR RETURN REGISTER 12: Al IEII B= .II 11_11 umm BAIT. INSUUT I ON Id WOOD MEMBER. WOOD BLOCKING FINISHED WOOD ACOUSTICAL TILE ® STEEL ALUMINUM E.I.F.S. ICI GYPSUM BOARD CONCRETE EARTH GRAVEL PLASTER d UTH CMIJ OR BRICK E OWNER ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER FIRE SPRINKLER ENGINEER ENERGY MANAGEMENT CO5TC0 S6i0LESALE 444 LAKE DRIVE 155AQUAH, WA 48021 Ph. (425) 313 -6704 MLVANNY PARTNERSHIP 11620 NORTHUP WAY, *E-300 BELLEVUE, WA 48005 ph. (425) 522 - 0444 PROJECT MANAGER: ZIEMICHAEL 6 ENGINEERS NCRTH565T 6564 WOODLA564 AVE. NE SEATTLE, WA 45115 ph. (206) 525 -1560 TE. INC. 14400 INTERURBAN AVE. 5. TUKWILA, WA 48166 ph. (206) 241 -2012 T.E. INC. 14400 INTERURBAN AVE. 5. TUKWILA, WA 46165 ph. (206) 241 -2012 T.VA. 2820 CANIMO DEL RIO SOUTH SUITE 200 SAN DIEGO, CA 42106 ph. (SIN) 246 - 5666 REFRIGERATION HU55htAN6 CORPORATION 1212 1ST AVE. SOUTH SEATTLE, 14A 45106 ph. (206) 163 -4050 LOCAL CONTACT: OLIN CUNNINGHAM TRANE COMPANY 2021 152ND AVE. N6= REDMOND, WA 48052 ph. (425) 643 -4310 D99 -0372 Spet i& 1Kspee►uo, ti ire l -Coe c1 weill6 SCOPE OF WORK Date -- Permit SIC nrlfnini H A 1 I understand that the Plan Check approvals are subject to errors and ormsslons and approval of plan does CC t Ui '5 PC the violation of f con r ode or ordinar ReC `t 1uL. tor wledged. farov t �• ITS ackno trac ' t�rscop� Fp� By =03 a INTERIOR TENANT IMPROVEMENT INCLUDING RENOVATION AND EXPANSION OF THE BAKERY AREA. SEPARATE REQUIRED FOFt MECHAN'.GGN. E_ECTRICAL PLUMBING ❑ 5)A' PIPING CITY OF TISKWILA BUILDING DIVISION MU LVA 1 A R C H I T E C T S , , BELLEVUE SEATTLE FORTUNE! STERLING BOSTON 11820 Non, Way, SW. E -300, BNIewa, WA 98005 TAIL 42.82204 Pa. 425.822.9129 www.m°Iwnn MULVANNY ARCHIIEC S - PROFESSIONAL SERVICE CORPORA ARCHITECT: Aaaa. e �gn °n"°,y°eAen YN.�u°n °°m. ene% u° m' = 08/30/99 SUBMIT FOR HEALTH DEPT. FERMI 10/12/99 SUBMIT FOR BLDG. DEPT. FERMI 11/30/99 12/27/99 RECEIVED CITY OF TUKWILA PERMIT CEN,EP JERRY O. LI SUBMIT FOR BI CONSTRUCTION DRAWING 01/25/00 Qj CONSTRUCTION REVISION PROJECT NUMBER: PROJECT MANAGER: DRAWING DATE: DRAWING FILENAME: COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 98188 BAKERY REMODEL TITLE SHEET 93 -044E ZEMICHAEL G 8/27/99 3044Ets1 0 0 AREA INCLUDED' WITHIN SCOPE OF WORK SEE SHEET PrEl FOR 5ILARSEC FLAH. , , • • •E • tt" 0 10 20' 40' 80' KEY FLOOR PLAN 0 '11 - - - - • "," ,.•••""- •• 0 JESS_TE_i_ _ • 0 -••• •••=1 • E •••• •••,1 , 4 :••-•,•••••I •••••----; 0 • D (1) lie■Nowersows COM I C° =WIN MU IMAINNY ARCHITECTS BELLEW, SEATTLE PORT.° STE.ING BOSTON TAIPEI ARCHITECT: JERRY Q LEE PE.11" CENTEF 00/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 12/27/99 SUBMIT FOR BID CONSTRUCTION DRAWINGS 01/25/00 CONSTRUCTION REASIONS PROJECT NUMBER: 93-044E PROJECT MANAGER: ZEMICFIAEL G DRAWING DATE: 8 DRAWING FILENAME: 3044ETS-2 COSTCO WHOLESALE 1160 SMON ROAD TUKWILA, WA 981138 BAKERY REMODEL KEY FLOOR PLAN TS-2 PLOT DATE, 8,7/99 ■■••=1.111111■ oBAKERY DEMOLITION FLAN '0 oF'ARTIAL ROOF FLAN ■• .1,41 THROW* ROOF. C.ROINATE LOCATION Pi/ BRACE AS RESIJIRED. VEGI-IMIGAL GRAININC,. DEMOLITION NOTES WORK BY H.PANN O ,5 N`Li ® ® MOVE EXISTIZS 11,5 D99-0372 — .--=—WHOLESALE MU LVANIF ARCHITECTS,/ ARCHITECT: JERRY Q. LEE PERMIT DENTE,. OB/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11,0/99 SUBMIT FOR BID 12/27/99 CONSTRUCTION DRAWINGS 01/25/00 \ CONSTRUCTION REVISIONS F'ROJECT NUMBER: 93-0A4E PROJECT MANAGER: HMICHAEL G DRAWING DATE: 8-30-99 DRAWING FILENAME: 3044Ed I -1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 98188 BAKERY REMODEL DEMOLITION\ ROOF PLAN D-1.1 PLOT DATE: 0/27/99 0 0 0 0 J 0 0 n TL LL - _LIIIJ 1+J - ± - 7v - 7 - - -I '7 FFH TL_1__I LLL T _I- I -J T1I 1 _L— L__J I L I I ] I G LL I r�S L L L - II I 0 �r LI TTTTTTTTTTTI I L11111i111.111J i— J__C_11J ITTTTTTTP -TTT1 -- L1111111!1111J rTTTTTTT�TTTI _= i_1 =_L_ T1 1111) L111J Z I L LL1J IT _ T - 11_1 u Li TTTTTTT_'TTT1 _111J [T T ITT TTT LLC 1__I__L =7J FTTT4 � TT1 . L111111111iJ FTTTTTTTTTTTI L1111111! 11J J [TTTTTTITTTTi L11111111111J [TTTTTT T TTT1 L 1111110111 IT1[TTTTTTTT1 LiJ L11J_J �111J FT] rC_C [T1 LLIJ LL_I _ DJ LIJ rl rl rl: � FIJ `H H L i — I L_)IJ J 0 = d_ �J 11111 111) FLOOR FLAN 0,, 1" = 20, 0 10' 20' 40' L u L1 U Lf t L1 U 1 LI LTTTTITTTTTTTTTTTTTTI LMT i1111J 1i11J LTTTT[TTTTTTITTTTTTTJ Li11111_Lii ii 111111) TTTTTTTTTTTTTTTTTTTI _LS iIL__1 T T J Lr i1 1 1- i — _CL11 -J L LII L == = =L= j —L =71J FTT - 1 r T7'rTi LT1 L1t LIJ L IJ LHJ LIJ LIJ E1� LIJ LIJ LIJ [I] LIE ET —� TI LIJ rTl LI] [T i [ T 1 [TI [ill [Tl [TTTTTII Li LJ_J LiJ LIJ L J LiJ 111) rTl [T1 [T1 LTl [T1 [ TI LiW El LIJ LIJ LIJ LIJ, LIJ 1111111111111 LIJ [T I TTTTTTTTTTTI I LTI L1 _lL ��1�- 1111111._J_iii Li] [TIII1TT TTTTTTTTTTI [Ti LTC- T T L Lu111111111J LIJ [ 11 [Ti 1J Lii HIH -.I -i H H rlli l II Idil uu FH F F H-1 80 HH rH 0 0 NORTH HH HI F-IH 1 FH HIH I-H HI-I HIIH LL _T — U youlcu [HIM] [ T T Li I [ TT Ij I [t III . — LI J -- I [TTT T T1 L11111J L 1I 1 !HI ! : I i II I L -� frIr 0 e L'u_1_J—_L_Z-- L L T - — 1_L __ L —_1i TLC_ T C -1 L__L : _ —L = I - =L =I Tit — C 1J Lq -T 1 - - L = C =, =CJ D99 -0372 ,J 0 0 0 0 FILE COPT' REVISION 1\1O,3._ D 7c,O37 2 RECEIVED CITY OFTUKWILA WHOLESALE MU LVANNY A R C H T E C- S ARCHITECT: :ERR', G. LEE QS 3/28/00 CONSTPLOTION REVISION PROJECT NUMBER. PROJECT MANAGER: DRAWING DATE: DRAWING FILENAME; COSTCO WHOLESALE 160 SAXON ROAD TUKWILA, WA 98186 REMODEL FLOOR PLAN 93 C44d MICHAEL GARNI 8999 3D44DA -1A 3/28/00 I 1_ A - ■ • ■ 0 ) PERAAITCENTER EY.ISTIN6 SE PAN WFSIE:R. \ .. \1 \ .46. WALL MI 1SR TABLE / A \ . \, , r -� -- MEOW -s O P. WALL L4A4FS.RP..117 6" P7L YMER SASc J 1 r9, ,,ER WA I. FY1511. WFII. INTERIOR ELEVATION SCALE: I/4".1 '-0" O INTERIOR ELEVATION 3 SCALE :114" = 1 -O" POLYMcR. BAS (BEYOND) BAKERY RAO. I NTEa,OR ELEVAT WIRE PAINTED BLAL F TO STR.1'T. FBO4B BUU-Le KR. 974173 F471 lJ F.RPI'. WALL 6' POL INTERIOR ELEVATION SCALE I/4" = -O EQUAL J T9 5TW.1 EGVAL — ISrIN6 BAKERY fu. / TO R91MIN (TYP) 2'-O 521./AL 44 HEW SI60.. I AL.) O WNER RELOLATED PRtX/F BOX 9 OOMP.ISINK 2'- . EpIAL f&YI IN1V SINK 0 E%15TIN6 BOLLARD ro Raulw \.- fY O Ii TERIOR ELEVATION SCALE: I/4 " =1' -O" WALL LEGEND 61J8. WALL F.R.P.P. WALL PLYWOOD HUSSMANN WALL. RE v!SION NO, �INre711E�YE MUDANNY A R C H I T E C T S ARCHITECT: JERRY O. LEE crtv SF 00/30/99 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 SUBMIT FOR BID 12/27/99 CONSTRUCTION DRAWINGS 01/25/00 CONSTRUCTION REVISIONS 2/28/00 CONSTRUCTION REVISIONS PROJECT NUMBER: 93 , 044E PROJECT MANAGER: MICHAE'. GARS \'I DRAWING DATE:: 8.27.99 DRAWING FILENAME: 3094cA3 1 COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 98100 BAKERY REMODEL INTERIOR ELEVATIONS A -3 . PLOT DATE: 6/27/99 ' DOOR SCHEDULE MARK 0 EMIIIIMEMIE11511111:11111331•111111MEMI 11111=1111210111111111311111111111111111111=1111=111 111115•11=11110191111r111•1111=11=E3 MICEINIZIERIESEEMIIIIIIIMMIII=11 MICE11111;33311110111111•11•MEMIIMIll IIMEWEIMSOMINIIIII DOOR WIDTH HEIGir TYPE TEE. LABEL MATERIAL MINIIMIIIIIMMEIMI HUSS■ ANN HARDWARE Ea I P c it REMARKS isillIMEIIIIIIEM=11111111=1111111■111■1 gimmiginm N.I.G. DOOR BY HUSSMANN eill mouglimmi N.I.G DOOR BY HUSSMANN ommaimmim ....pzigrimi N.I.G. DOOR BY HUSSMANN HUSSMANN INSTALLED BY B.G. N.I.G. DOOR BY HUSSMANN 24 6 BULK DIGFW =E1 [ BAKERY NEW BAI. OVEN .4111=11 CKATED HAND 51 WRAF?! = DECK OVEN BAGEL KETTLE BAKERY 1100 1 INEA HAND SI - /^13.6 TAB. DIVIDER PASTRIES LI. RIPE 412k MOP ' 0110:11.44. • givig„9- DIVIDER D20 DEPOSITOR P.P. TABLE FOSE 0...L ABOVE PIE CIUST PRESS® N g ERSABLE 159. COMF'. SIN A WASHER rA v117 3 111, W NEW LIA. SIFLK MI.25 (TYP We V 20 OT. MI.R 1.11 5 COMP. SINK 7 b° MR STUD WALL NEW (2.; cow.. siroKe • 1k FREEZER I 102 I Al■ I MIXER TABLE &MAWS" /2k ( .1., .1519. BAKERY ` BAKERY NEW BAKERY RAC. NORTH I I ...ET .4ET rB gIS RACKS 1k V tOCA. MURAT!. LOW HEIGHT WALL 1 SAKERY FLOOR PLAN Cr NEW CEILINS A. LIGHT. 1.1 CEILING 1.1/ EXISTING LIGHTING c ®13AKERY REFLECTED CEILINS FLA ,"\‘ •ALE I/5" = 1,0" NORTH 124," 12.6541 RELOCATED BAKERY EQUIPMENT SEE MECHANIC, FOR VENT. ISTING 53,_LA43, .LATO MACH TO REMAIN 12 MOVE SPRINKLER HEADS .ISTI. EXPANDED .LOCATE SPRINKLER 14EADS C•DOL. COOLER MiliMMIM ME OVE SPRINKLER HEADS EXISTING .PANIDED COOLER COOLER COOLER I 101 I - - EXISTI. CV. .ISTIN6 F.EZER FREEZER SEIATO MACHINE MIMI EIIIIIII-= MI 111111111MINIEN MI= MN MI IN■M ■M•10=1 • I I 1! - 17 A lai .......mmummim r4r Am MIIIMENIIIIIIMMIIIIMIIIIIIIIIMM=MIEEEIZMIIIIIIMMIIIIIIIMill MIIIMMIMMIIIMININIIIIIIIIIIIMIIIIIIMI OPUIIIIIIIIIIIMISIIIMIEVIMI Lill OMMirzimi AM EMENE1111=1111=11111.111111A1P1111.11111•111 ■ar MIlvam11111=1M=1 misorttas 1 4111=1111•11MMIIIIIMMIIIIIMICAI MEE Pr" IMMINIIIM11111111=1111111M =WIEN= "="-- '"•• IMMO IMINI=11111 AI/16N EXPANDED EXI51Tt. BAKERY BAKERY • om. Wm 111in IMP ,,CEIL1N6 , -/ ea .1 FREEZER ,CEILING 34.1.C4 • EXIST!. EXPANDED CD ( NEHI CURB ITO tMTC. BY 14LSSMAN14 36TALLED Eff 66. OF. TO ABOVE FREEMR FREEZER - <-I2 D99-0372 DOOR TYPE DIVIDER t4FFIN DEFIGGITER 20 GM MIxMg 0 0 I 5 COMP I 0 , SPICE RACK MIXI. TABLE 2 2 2 DESCRIPTION HAND WASH SINK 2 COMP SINK VENT PAC - HOOD CANOPIES PIE STAMP MACH1. L-GEALER INSECT LIGHT 150 QT. MIXER EQUIPMENT LIST MANUFACTURER MODEL NO. RELOCATED EXIST. =a 3.430-2024 .1571146 PROOF EOX RELocAra, OVENS 14.1 RALKS .LOCATED AAMATIC AIR RaecArer RELOCATED RELOCATED SHRINK TUNNEL RELOCATE: RELOCATED RELOCATED EXISTING NELBILT 12-150PL ISO Of. 141.R RELOCATED MAFLETEX TAB. I RELOCATED .LOCATED S,INLE. 5 BACKSPLASH GLAZE 592,ER ni.ocAlao FAN MAD-ER APPROM MIXER CART LABEL PRINTL-12 ReLocArev RELOCATED RELOCATED .1,00,ED Ugl 50.1.C. BAKERY 6.0.1.C. SOLO SAKE S.O.,. 60.1.C. REMARKS BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY .ALE SOIL. SO.I.C. NRAP TABLE CAKE DECO. TABLE RELOCATED RELOCATED • BAKERY • BAKERY BAKERY BAKERY • RAKERY SOIL. ' • BAKERY BAKERY BAKERY BAKERY BAKERY BAKERY CEILING LEGEND MI MI 111■• NOTE NEW CEILINE, TILE NEW 2 X 4 FLUORESCENT LIGHT NEW 2' X 4 EMERGENCY LIGHT = NEW V x* FLUORESCENT LIGHT NEIN I x 4 EMERGENCY LIGHT O NEN PENDENT SPRINKLER HEAD • I4EIN DRY PENDENT SPRINKLER HEAD • EXISTING SPRINKLER HEAD RELOCATED SPRINKLER HEAD IAIALL LEGEND NOTES EXISTING CONCRETE PANELS TO REMAIN 5 5/3, MTL. STUDS 0 le 00. FINISH FEN SCHEDULE EXISTING INTERIOR STUD WALLS HU5SMANN WALL PANELS (NA.) FINI5l A. ND PR V.1 it/ E LOW HT. )'N-I, 3 5/E, MTL. STUDS I IN o.c. - FINISH PER SCHEDULE CONTRACTOR TO VERIFY •NITH THE SPECIFICATIONS THE THERMAL INSULATION REQUIREMENTS IN THE INTERIOR WALLS. ALL DIMENSIONS ARE FROM EXT. FACE OF OUTSIDE WALLS (GRID) TO CENTERLINE OF INTERIOR WALLS. M G.G. TO APPLY POLYMER FLOOR — TO EXPANDED BAKERY AREA SEE 1/A-52 PfooTR),Itr.naFk,,Z01, NEC ESSARY E ALL EXISTN6 WALLS TO BE PAINTED UNLESS OTHERWISE NOTED TO RELOCATE SPRINKLER HEADS AS NOTED M EC TO REUSE 5) Z X 4 LIGHTING FIXTURE SEE ELECTRICAL FOR DETAIL BAK., BAKERY BA.RY GIl OF TUNA)) MAN 20 2V10 Cosirce WHALE MULVANNY ARCHITECTS ARCHITECT: cirvT AR 0 N p,Fagr CENTER ;IE 08/30/99 SUBMIT FOR HEALTH DE,. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 12/27/99 01/25/00 2/28/00 PROJECT NUMBER: PROJECT MBNAGER, DRAWING DATE, DRAWING FILENAME: JERRY C2. LEE SUBMIT FOR BID CONSTRUCTION DRAWINGS CONSTRUCTION REVISIONS CONSTRUCTION REMSIONS COSTCO WHOLESALE 1160 SAXON ROAD TUKWILA, WA 98188 A-5.1 PLOT DATE: 8/27/99 93-044E MICHAEL GARNI 8-30-99 3044E85-1 BAKERY REMODEL FLOOR AND CEILING PLAN O PARTIAL FLOOR PLAN 1/4 _ 1.-0 MALTa1F MTL .STUDS TO TPANITED BLACK ABOVE PAINTED EIKK hYPJ SEE STRVLT. 0 13-0' AFF BASE fiPJ NE3135/6 °METAL STUD e16° OL. YU PLY NO ON BOTH SIDES AND FRPP ON EOTN SIDES. SEE STRL::. FOR VERTICAL SLPPORT. O SECTION @ FARALLAM BEAM V2° .1.-0. O SSf W .A AEOVE (T FRPP: iNALL D99 -0372 SUSP. GL6. SYS. PER' PLAN L hEN PARALLAM SEE MUG. L EXISTIN6 WALL/ EOT. OF 6LULAM BEAM 26 " -9" 0 EXIS1M6 STRLT. A U 1 /25 /CO IVIV WU6OLESALE MU LVANNY A R C H I T E C T S ARCHITECT: TERRY O. LEE 01/25/00 /I EECE TUKW1lA CITY OF PERMIT �trv'•T�- 08/3059 SUBMIT FOR HEALTH DEPT. PERMIT 10/12/99 SUBMIT FOR BLDG. DEPT. PERMIT 11/30/99 SUBMIT FOR BID 12/27/99 CONSTRUCTION DRAWINGS CONSTRUCTION REVISIONS PROJECT NUMBER: 93044E PROJECT MANAGER: ZEMICHAEL G DRAWING DATE: 8.11 -99 DRAWING FILENAME: 3044DA5 -1 COSTCO WHOLESALE 1160 SAXON ROAD LA, 98188 BAKERY REMODEL ENLARGED FLOOR PLAN AND SECTION A5 -2 PLOT DATE: 8/27/99 u EXIST OMENS TOILET EXIST VEST __ to O PROVIDE LIGHT FIXTURE, EXIST.: LIGHT FIXTURE PATCH d REPAIR EXIST. CEILING AS REVD V'. PATCH d REPAINT WHERE EXIST. PARTITION 15 REMOVED EXIST VEST EXIST T WOMENS TOILET r "�,� `� RESTROOM DEMOLITION PLAN NO°TH D REFLECTED OEILINO PLAN NORTH DEMOLITION NOTES 0 (6� V 0 0 REMOVE URINAL AND PARTITION REMOVE LAVATORY AND ACCESSORIES REMOVE DOOR AND FRAME REMOVE PARTITION REMOVE AND REINSTALL PAPER TOPEL DISPENSERS REMOVE AND REINSTALL BABY CHANGING STATION REMOVE ° P PIT COVER EXIST. ENO TO REMAIN REMOVE EXIST. GWB FINISH REMOVE EXIST. BASE b OHS 0 ELEVATION KEY NOTES O'. PAPER TOWEL DISPENSER BABY CHANGING STATION WALL 99515 LAVATORY MIRROR O5 NEW CERAMIC TILE TO MATCH EXISTING 0 EXISTING CERAMIC TILE 0 EXISTING W.G. 0. PROVIDE NEW NW. 0 ATGH EXI WALL EXI5T �GER.TH E / � MESS REST9WOM Fr oRESTROOM INTERIOR ELEVATIONS Q SCALE: 1/4° = I' -0" PROVIDE URINAL SCREEN PROVIDE W.E. PARTITION PROVIDE NEW URINAL (2) SOAP DISPENSER (2) EXISTING OPENING NOW CLOSED ( EXIST. WOMEN$ EXIST. VEST. L RESTZOOM FLAN PLAN NOTES 5 5/8" MET. 5 ® lb" O.C.. w/ 5/8" ewe (BOTH SIDES - MR -GWB ® INTERIOR SIDE) 0 O O 0 0 0 0 0 0 0 PROVIDE PARTITION - 5 5/8" METAL STUDS 0 16" w/ 5/5" MR 5W5 0 W.G. SIDE PROVIDE NEW LAVATORY (5 TOTAL) w/ MIRROR d SOAP DISPENSER PROVIDE NEW WATER CLOSET PROVIDE NEW W.G. STALL TO MATCH EXIST. PROVIDE NEW URINAL (2 TOTAL) PROVIDE NEW URINAL SCREEN PATCH EXISTING PLUMBING WALL AS REO'D FOR INSTALLATION OF WO. D99 -0372 PROVIDE 5/8" MR -0143 TO INTERIOR FACE OF STUDS. REO'D FOR INSTALLATION OF W.G. WHERE SUMP COVER IS REMOVED - FILL SUMP 14514 SAND TO HEGHT WHERE GRAVEL d GONG. SLAB CAN BE PROVIDED TO FILL SUMP PIT TO LEVEL TO MATCH ADJ. GONG. - FLOOR GENERAL NOTES WHERE NEW WC. :5 INSTALLED, SAW CUT d REMOVE EXISTING GONG. SLAB AS REWIRED FOR SANITA9W LINE PRIOR TO REPLACING'' SLAB. d CERAMIC TILE. WHERE HALL HUNG ACCESSORIES ARE REMOVED PATCH TILE TO MATCH EXISTING FINISH. PROVIDE CERAMIC TILE 6 FLOOR d HALLS (AS NOTED ON INTERIOR ELEVATIONS) TO MA':, EXISTING. esmossminimmissimmes COSMO — ��A/K LES,ALE MU LVANNY A R C H I T E C TS ARCHITECT: 3/28/00 PROJECT NUMBER: PROJECT MANAGER: DRAWING DATE DRAWING FILENAME: RY O. LEE CONSTRUCTION REVISION COSICO WHOLESALE 1160 SAXON ROAD 'L,'CWI:A,:WA 9818E 93.043E MICHAEL GAR', 8.30-99 3044E31 -1 B „. EMODEL MENS TOILET 3 -21-00 PLANS & ELEVATIONS C ,(/�� RECENEDL A 5 , 3 / ) RYOFNIdVIL0. I v { 1 \ PLOT DATE: 3/21/00 ...�'. PERMIT CE.NTFF