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Permit D98-0190 - COSTCO - DELI AND FRESH LINE
1160 Saxon Dr. Costco Wholesale City of Tukwila WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 252304 -9063 Address: 1160 SAXON DR Suite No: Location: Category: AWSE Type: DEVPERM Zoning: TUC Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: BARCLDA101BW Permit Center Authorized Signature:_ Signature:___ Print Name: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D98 -0190 ISSUED 08/29/1998 02/25/1999 Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS /AFA OCCUPANT COSTCO WHOLESALE 1160 SAXON DR, TUKWILA WA 98188 OWNER SADE PAUL +ELEANOR 585 POINT SAN PEDRO RD, SAN RAFAEL CA 94901 CONTACT ATO APIAFI Phone: 425- 822 -0444 11820 NORTHUP WY, BELLEVUE WA 98005 CONTRACTOR BARCLEY DEAN ARCH PRODUCTS INC Phone: 206- 682 -3223 4623 7TH AVE S, SEATTLE WA 98108 r ** Erik *•***** * * * * * ******* *fir ***** *** Ic** ************* ****** *fir ** lr ***** Ir******* ** ****** ** Permit Description: TENANT IMPROVEMENT - ADD CHICKEN ROTISSERIE, DELI, AND FRESH LINE. r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 260,000.00 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 ***********************************************k*** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,788.46 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ********** / * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 g{ermit. Date: 4aLici_1 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. ( ........... k OF TUKWILA , Address: 1160 AXON OR Permit No: D98-0190 Suite: Tenant: Status: ISSUED Type : DEVPERM Applied: 06/02/1998 Parcel #: 252304-9063 Issued: 08/29/1993 14.4-W*******4(****************k***k**k****A***A***4**k******* Permit Conditions: l. No changes will be made to the plans unless approved by the • Architect or Engineer and the_TukWila_Building Division. • Plumbing permits shatl be,ob Seattle-King County Deipartmento! - PluMbing,.will be inspected by that : agency, including all gasspijiing (2146-4722). 3. Electrical perMits,,41all be Obtained State Div0on of-,Labor Industries and all work will be inspected by. thatagency (2484 4. All mechanical Work shall be under separataper'mfed, by the C tY. Of 5. All permits, inspectionj'eCOrds, and approved plansshalibe available :at the Aob site o' to the start of:anv:O r -. ......- stuctionThese documents are,:to be maintained abl6.mn0Thfinal inspeCtion,apProval is granted. 6. AlLi.tructural welding dope by W.A.B.O. certl \R'\ welder: and special inspected.(UBC:-.-ec:-306(a)5) 7. When spec i a 1 inspect ion is reuu i red either the own ei.7, archi tect or engineer % shall , notify : the TukWi la Building DiviSion Of appointment of the inspebtiOn-agencies Prior to the.firt bui)ding_inspectjdn„ Copies' of all special insPectibnreports:shall:be sUbmitted--to:fthe Bu iding Division ina manner. "RepOrts projectilame, .permit number and . type o , „ perfOrmed.c . 8. The -special inspector shall submit Ha tinal sAgned'reltier stating whether the work requiring-,special'Anspettion wa to the of i n with aPProvedplans specificationS apppcabTe'Y workmansiiip proVisions' of the UBC. 9. Validity The issuance of,a qr:ia0prOVa1 of plans, specjficatiOns, and c66p6tatiOns $hall not be,',0,0n- strued to be for,sor:an.approval at any,,i4Oiation of any at the provisions of:the'buitd code or" other ordinance 'of 'the jurisdidttoiNo o cr to give authority to VIOlate or cancel the of this cod shall be valid, 20. Notify the City of Tukwila Building prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Project Name/Tenant: s . 2 , Value of onstruction: 0 0 _. Site Address: o I I (c L.-\\<f) JCe vt_ r >, , City St. to Z. , kt, (� t A k B Tax Parcel Number:. 252 0 on Existing fire protection features: sprinklers Ti automatic fire alarm ❑ none ❑ other (specify) Property Owner: Area of Construction: (sq. ft.) f -0 UT coo 1_7 7 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 Phone: Street Address: City State /Zip: Fax #: Contractor: ) k� � t. ( 2,y i J - 'rn ° t uYc =�w� Phone: Street Address: City State /Zip: Fax #: Architect: r, 4\01 v ,/,4) N -1 iT I p TO•J'c{ i7, c1 1 * . Phone: 2 - 2 1 y_ Street Address: 0_ v (city() L-mj i-, City State /Zip, Fax #: 2 97.2 1 2_ 9 Engineer: / Phone: ( Street Address: City State /Zip: Fax #: Contact Person: 4-- 1 , \ _ ('__ ( Phone: L'._? / ' U -? ��/ Street Address: , u �V i, L � �p City State /Zip: 7. t t 1- (' f I 2z-1 � G tip' Fax #: 2 2,_2, -7 G, ( `- I Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TI.''WI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. CTPERMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE:FOLLOWING:: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent #_ Size(s): El Water Meter Temp # Size(s): Est. quantity: El Miscellaneous El 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 time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: /z - 0 - '78 Appllcatlory taken by: (initials) r PLEASE SIGN BACK OF APPLICA ION FORM (�-� two- P �C t)vt c41:1---) E ( L —. j T r St LIP Description of work to be done: j It It (�; NJ •� --- - 1 tk fc. i6 - `i;= N C Existing use: CI Retail ❑ Restaurant ❑ Multi- family Warehouse Hospital i ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office 0 School /College /University ❑ Other Proposed use: in Retail El Restaurant El Multi-family Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University, ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? �❑ yes ❑ no Existing fire protection features: sprinklers Ti automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 1 C 74 - ) °0 ° i existing Area of Construction: (sq. ft.) f -0 UT coo 1_7 7 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 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TI.''WI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. CTPERMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE:FOLLOWING:: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent #_ Size(s): El Water Meter Temp # Size(s): Est. quantity: El Miscellaneous El 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 time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: /z - 0 - '78 Appllcatlory taken by: (initials) r PLEASE SIGN BACK OF APPLICA ION FORM BUILDING OWNEFF. R AUTHORIZED AGENT: Signature: ' \ Date: (. :z C Print name: ./.,:j---t) ,i.-1-, l n _ y ... I Phone: l�-r. I=/ / Z . 2- �? /igy_ Fax k: 4..I. � ��.L Z1-/.?— 1 ";l ,,2.0 ,N 0 _T_ : -, t ' t `l u/ Address I I J - `t Jll l City /State /Zip ALL COMMERCIAL /MULTI - FAMILY TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS MUStl 'E SUBMITTED WITH THE FOLL ING: ➢ 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 L! 1 ❑ 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). ❑ /0 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. El ,❑ 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 �1 rack. Structural calculations are required for rack storage eight feet and over. ❑ 1 -- � 1 Indicate proposed construction of tenant space or addition and walls being demolished 71 ,171 Construction details El El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ j7i 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. CI'PE1MIT.DOC 1/29/97 •..ti - . `• .avK . 7 P4 11,01 r v `7. 71 UPt'tr4'11 ) 7 9-t' F.F(Tg? T• e.•7 4v si Er; q' - T - 70"•fr q; • 4 •* ***.4k•A*klA#•AA**k*AkhA *A* * hA kA kkkkkAAikkk*k: kkA ),* %* Ak ** k.kA*A *A* C:IT`r OF TUKWILA. WA TRANSMIT k*#;k k*A:kA *k•A A I. A*4 *k 4 4* A* A: kA* A *hkk5*** *Akk:l.k *,h•.1h*A*.4k TRANSMIT Number: R9700/74 Amount: 2.7E88.46 06/02/98 15:22 Payment Method: CHECK Notation: COS•E•CO WHOLESALE.- Init: ULH • • Perm'i t No: D913• -0130 Type: DEVPERM DEVELOPMENT PERAMIT Parcel Na: 252304 -9061 Site Address.; 1160 SAXON DR Total Fees: 2.7E33.46 This .Pavment 2.788.46 Total ALL Pints: 2.788.46 Sa'i anGN: .00 •, ,,, ** #4 ****.t***•k * *kk a4•k�1 Ai **kil*kk *A* *•A**4 l **A*A * *?.' *ak ** *•# * **** 4** Account Code 000 /322.100 000/345.830 000/086.904 Description' BUILDING - NONI2ES... • PLAN CHECK .- ' GN*ES • STATE BUILDING .SURCHARGE Amount 1.68.7,25. 1.096.71 4.5() 2531 06/03 017 TOTAL. 2788.46 Project: c c4c...o Type of in cti —Address. Scc n Or , pate called: % 3 0 et Special instructions: ` Tier wul r tN 11 �1-2ar cA L . -a— Tvta` ���J (2,01iSSi Date wanted: t z_/ I %/� a .r P .m. Requester: 1 6niU el e P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 pproved per applicable codes. INSPECTION RECOPT . Retain a copy with pe . .�t PERMIT NO: 431 -3670 Corrections required prior to approval. Inspector:. Date: /7 ( $42.01 • EINSPECT/ • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project( I .7 Type r/tii:/ Date called: Adore .. / O` • f /�6 PIT Sp cial nstructions: Date wanted: � a.m. P.m. Requester: Phone No.: . +i � M�l� i a .'` ;u ' : `g , A -v ]fi itr -- `,17-1 ,. :r. 1 k^.is�r:;�i*anw };•r';°r^{* PF,'*?s -, �:. x INSPECTION RECO Retain a copy with pe --019 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 Approved per applicable codes. COMMENTS: I Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. gZe t4ie a / 7 z— fr iii i 1 "OF, nti $42.00 ' REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: , Type of inspection: Address: / t (,b .1 �xa�� ,, . Date called: , tt ; < <n Special instructions: 1 . __.... Date wanted: (. j 7tv i r.iti, a.m. p.m. Requester: 1 t.J; - r' Phone)No.: / r t 1 ;3.7kimr)74 4 V.Tt- INSP ' i NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector INSPECTION RECORP Retain a copy with pet,_, Ec e 'Z rrections required prior to approval. 2� 431- ) ( PERMIT NO. (206) 431 -3670 Date / $42.00 . EINSPECTION FEE REQUIRED. Prior to irtispection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project: Cos ,e0 Wholesale. Type of inspection: LJ Fi na 1 Address: 11190 Saxon Dr. Date called: 10 2b- q$ Special instructions :. Date wanted: ! © O .... 2.6„....9 0 a.: p m .m. Requester: Henry lce Ise Y Phone No.: 575-3638 INSPECTION RECOIL Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 D - o PERMIT NO. (206) 431 -3670 Inspector: I Approved per applicable codes: Corrections required prior to approval. COMMENTS: /9 6# h ; . Date: f AO $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No,: project: „-) ki . ( s. f .0 1 f IO .r -;(. of Inspectio f tit-A. t- I Uoa; f r 1 Address: - • /l6.0 5 't.Xf•1.) D Date called: 1�> / i•? .rt Special instructions: ` Date wanted: f �, c' /C ( re? C.a.m. P.m. Requester: 1 5 i f, et t. ,,,.. f Ph one o , () r . t '' [[ JJ � - • is INSPECTION RECORp - Retain a copy with peril,...,, INSPECTION NO\ CITY OF TUKWILA BUILDING DIVISION 6300, Southcenter. Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Receipt No.: Date: IT NO. (206) X31 -3670 Corrections required prior to approval. COMMENTS: g ic Date: /2-b�l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project:t n ��5� "CO WI1 010.54- Type of inspection: SUsFe- 51 v+ C �cx_c� , Addrpss: II �OSa H xa Dr Date calletl: to / s J s-' � Special instructions: Date wanted: / D �'� p .m. Requester .�V f 0Lvl PhoneZ °C)(3. ) 510 $ g 1 INSPECTION RECO Retain a copy with pe INSPEC + NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., • #.100; Tukwila, WA 98188 C4ppro per applicable codes. PERMIT NO. (206) 431 -3670 F1 Corrections required prior to approval. COMMENTS: 1 i I JIMAIWAL $42.00 •' INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: C 657 Type of inspection: 4,7 � � iL4� � j'! Address: /� Q ��X �` f r Date called: /�� Special instructions: Date wanted: ��Z y /�„/ a Requester: / # 9 t Phone NZ D6. ` 576 -8-7w INSPECTION RECO tietain a copy with p i? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Approved per applicable codes. COMMENTS: �✓l.(iNL.i7� 6rz__ Sizzz4202 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: �^ � Date: ��.��_�� n $42.00 EINSPECTI • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 7 r C. Type of inspection:A _ ,A f Date called: \f Cj � � Address• it, Special Instructions: - e , Date wanted: 0 IZ0' ', l a.m. Requester: Phone No.: INSPECTION RECD\ Retain a copy with p t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: Approved per applicable codes. Receipt No.: lv cA `I l-N r , e OD F'S co IA E... C k Corrections required prior to approval. Inspector: ) j / t ^ Date: Q [ 48 L .. _� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206) 431 -3670 Project: �. C Type of inspection: Address: /// 0 SeT”{ Date called: W / ! / Special instructions: Z / //� p. a.. Date wanted: • F/ / /m Requester. c2 �Z-c t7r-e. s- Phone No.''- Z 570 -W7y/ INSPECTION RECO in Retain a copy with pt • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 K Approved per applicable codes. COMMENTS: Inspector: 1 v-oiqo PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: C G. er � 0 , 7-2/-49K $42.O0REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: NMI Project Name C—C Address \ \r, d S.A 5k Retain current inspection schedule Needs shift inspection SZ , Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 510 Authorized Signat re C. City of Tukwila Fire Department FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fig Chief 4 1e, - a1 °3 Suite # ( Date T.F.D. Form F.P..85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 • PLAN VIEW SECTION VIEW AA DESIGN CRITERIA: Uniform Plumbing Cods— Appendix H Number Of Meals Waste Flow Retention Storage Capacity Per Peak Hours X Rate X Time X Factor i In Gallons City of Tukwila NOTES: L CD1Cl1ETEr es DAY I»MrRESSM STRENGTH re 4. 4500 pd. L REIARu ASTM A-613 GRADE 60. 3. MCSH ASTN A -l15 GRAX 63. tv DES031 ACt -71I -S3 ammo CImE ASTI C -057 'NINIUJN STRUCTURAL DESIGN LOADING FOR IOCLITHIC OR SECTIONAL. PRECAST CCPCRCTE WATER AND WASTEWATER STRUCTURES'. S LOADS. WED T*t X WI CEL W/ 70X MALT PLR AASNTO. L PILL V/ CLEAN WATER PRIOR TO START LP 00 SYSTEM. 7, CIITRACTER TO SLMPI LY & INSTALL ALL PIPING A SANPLDG TEES 0. GRAY WATER 01LY. /LACK WATER SHALL NNE CARRIED IT SEPARATE SIX SEWER. UTilJTY VAULT COMPANY OR EQUAL GREASE INTERCEPTOR SINGLE VAULT SYSTEM -- DOUBLE BAFFLE FOR VEGETABLE - ANIMAL FAT, GREASE I OIL 600 -6000 GALLON CAPACITIES Net to we1.. DATE: 11/22/96 SS-12 ■ SIZING CHART . a m. .Q��.. .mirrrr. • •N 9•. crn - � III wre.f... FieLV.1WiaMFij 'C� to tan u- iLIIZiCIFcre:iGiE t m L•IL-C.•!..m T 1 �.., iialdlEICINIf10EMEYC1iE 3i ilit9iffliliniiklGn1lECNIIIECCiiIECIIi [ECIIIIMiIYQ3nii .., i11312:ii11=0i E iE]I /111109/ miliff3C2dI i1E]ffild MlniitirldMi llINCIIiiICE/MECF3MILICain®iICCOMMINIIIM lilleCiI1 11113 mi 5l ... MINFfCLH 1iEY AINCL.E3iE IMINE5 i112CMINICILTiiE1Q5iICIQ1iEW111 •11CGEIMILi Fii . •.. .•,., • .. s lIFIC IE ERIIEN:CIit ■ ECILIMlYi7iM G7jiEYiLSiIII2C0/EMEMIKIMiIMiILSG]llECOIS • PLAN VIEW SECTION VIEW AA DESIGN CRITERIA: Uniform Plumbing Cods— Appendix H Number Of Meals Waste Flow Retention Storage Capacity Per Peak Hours X Rate X Time X Factor i In Gallons City of Tukwila NOTES: L CD1Cl1ETEr es DAY I»MrRESSM STRENGTH re 4. 4500 pd. L REIARu ASTM A-613 GRADE 60. 3. MCSH ASTN A -l15 GRAX 63. tv DES031 ACt -71I -S3 ammo CImE ASTI C -057 'NINIUJN STRUCTURAL DESIGN LOADING FOR IOCLITHIC OR SECTIONAL. PRECAST CCPCRCTE WATER AND WASTEWATER STRUCTURES'. S LOADS. WED T*t X WI CEL W/ 70X MALT PLR AASNTO. L PILL V/ CLEAN WATER PRIOR TO START LP 00 SYSTEM. 7, CIITRACTER TO SLMPI LY & INSTALL ALL PIPING A SANPLDG TEES 0. GRAY WATER 01LY. /LACK WATER SHALL NNE CARRIED IT SEPARATE SIX SEWER. UTilJTY VAULT COMPANY OR EQUAL GREASE INTERCEPTOR SINGLE VAULT SYSTEM -- DOUBLE BAFFLE FOR VEGETABLE - ANIMAL FAT, GREASE I OIL 600 -6000 GALLON CAPACITIES Net to we1.. DATE: 11/22/96 SS-12 ■ S .3.55 Grease Interceptors. Grease interceptors are required on all buildings where food preparation occurs; or where, in the opinion of the City Engineer, they are necessary for the proper handling of liquid wastes. When required, grease interceptors shall comply with section 711 of the Uniform Plumbing Code, and the following: S.3.6 LANDSCAPING. 2. Design. The tank shall be a double baffle type. S -10 1. Location. The vault shall be located outside the building, not closer than five feet (5') nor farther than twenty-five feet (25') from the. building foundation. 3. Size. Tank sizing shall be per Appendix H of the Uniform Plumbing Code; with meals per hour being equal to seating capacity of the restaurant. 4. Maintenance. It is the Owner's responsibility to clean and maintain the trap on a regularly scheduled basis (typically monthly). The City may inspect the trap; and, as the result of such inspection, require the Owner to provide more frequent service. - 5. All grey water (sinks, dishwashers, floor drains, drains under garbage compactors, etc.), and only grey water, shall be routed through the trap. 6. Grease Recovery Systems utilizing the skimmer or dipper technology will be accepted_ on a case by case basis (to retrofit an existing installation, or when there is minimal N seating), as determined by the City Engineer. No tree with invasive root structures (such as polars, cottonwood, soft maple, gum, etc. per TMC 14.12.280) shall be planted within thirty feet (30') of a sewer pipe, unless suitable, protection from root growth is provided (see also Section R.3.6). PLA C COSTCO WHOLESALE 1160 SAXON DRIVE TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS TUKWILA, WA FOR ROTISSERIE CHICKEN April 24, 1998 ENW Project No. 87022008 CODE: 1994 UBC SEISMIC ZONE: 3 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 522.6698 Di8-aio RECEIVED CITY OF TUKWILA JUL 291998 PERMIT CENTER 14% ENGICiERS- NORTHWESTCNC. RS. v!c. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 -(206)525-7560 - FAX #(206) 522-6698 Joe No. JOB NAME t= Tc. (:3 DATE SUBJECT CA L. GU 4...A-rio■vn SHEET BY • STA a..e) . Rc2.775 STuo K/ALL. • WES • tusA X iz.6 6 X 2.6 5"x 19' 5 94 t413 Zca..16. 4 5 3 aloc k-o-r- 49 RECEIVED CITY OF TUKWILA JUL 2 9 1998 PERMIT CENTER 6869 WOODLAWN AVE. N.E. SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 - FAX # (206) 5224698 Joe NAME a S rao C N 1 GkEN gOT /S5 cal Joe No. SUOJECT VAA.I ES o.2.9 1.19 ' 10.19 sra) — ENGh4EERS— NORTHWEST 'INC. P.S. Hopp Suppoar DiA C.T Su PPa3T ` HE•a�E2 -7, i .21' —1, 1-35'1 ,J.o IMP ' ' '( ti 000 V A 21 E:, To 2cp oo' k1A X. Nov�OS •LDL& CT S 15oo (zt•1/L) LL OL �5ov JoIST(1) 1 = (lo 41S)�� .7= �PL-F - Z = �50 1 ' \` It1 = - T < o (co) _ I . 3 5 T,L x 1 5 /e x f [o c A. s _ �- _0.5q - /N; ?.5 Ksx .29 cop. 1•�5' ~ � I.9y Co.o Noo E4 VA A. I,Es o- 5 To 1.5' (1•Q' STO) Tit / Bs1 /U 4A SA b rr - 0.51 IMP -� P F-.4• I dLAclAJ4 ? e ��= IZ.S -4 9, = l03 10'6 (. 5 0 . 5 z �' > (3.349 o w. c. d 0 RECEIVED CITY OF TUK ILA �� JUL 2 9 1998 sic 1ST ( z ) �) L&r; 5op .i , p z Z. = 300 13x1 %n l��'A PERMIT CENTER WI: 50(07- 8 ( - 0 -f �--- 7' o•68 c _ ° G.Z-3 k .P - roe Fc4A R.4cik4 - C ca , . 7:;=15.1 4 1 =154 (. 11 ) = ?a " > ?z" . o40c Fc.4 •eaACi+.s4.I : • 'JOB No. SUBJECT ENG IcEERS - NORTHWEST P. S. W.c.. 6869 WOODLAWN. AVE. N.E. - SUITE 205 • SEATTLE; WA 98115 - (206)525 • FAX # (206) 522-6698 JOB NAME cz . vi 0 eL5 cA56 9.85 i FT .4 C. C / / )ce . 6 5/&/ 2 A - 5 - rm 1...) 5 (2 = I D 4, By -.2 7E3 e•V v.. • 1.2. /s D 2. > I. 405 o,.4 So, I.2Zx 1,3 1.0B 6p cvit. 4 4 " 1 .• VI LA' Di' P .. Ass 4 ,. TO oz.. 0.04 c p4 1 - 4 4. 1 t15) 72-: +/O pr 1°'42° ° ( Lei 6 . ' P P °' /8001 5 ft Z 15c'O Y Iv E,i 4.,,c4.7E1L c DATE 619 7 BY -1.5"1,4 #. 6 4 - 1.5cTiN4 3i...4eb Reim F 1-2. f-36/e>4 6869 WOODLAWN AVE. N. E. - SU!TE 205 - SEATTLE, WA 98115'= (206)525-7560 ='FAX # (208) 522 -6698 J06 NAME Q DATE (O.? !� IC.C /SSE2J� �ATA - TA 9tL(E C �E/;SIYIIG E 4 SHEET 43 P.QGA zrAq 0.40 BY o. 4 (I) 2..•95 w= W 4 = 02.15W -....711"11/00.4 ow.ay 4 l 046,1(.. 2.5 Act _ 2_%.1 = 0.15414 �j3l3ocA � = �'aW = _ w - 4.5 3 R w _ 3 (4) = , 5o p /�cTo JZ. Fo 5+WOe- - e _ P' 4. 15RAcE4GNogo co.vNs. EIC. 94uBc V rt V = 0 . 2 . 1 6 1 4 / ■/, . P 1154 ik T Rt. =I49 4I 1wAU. ENGI LERS- NORTHWEST colC. P.S. 2'15' 20 �� 2b6'c P�a�l 5E/L./NC, L. 9"1 o. • y 2 ,f,T.ro cf. t4 CTS ISoo�/ EA X a N000 (oCia 6A. X -2 CE/& /N 10 pSFx (42 x z.o WALLS 6 PSF x to x 3 7_ 2. (trtc 14'! 1.6' 3' 1c 2,3o* o N000s 1wA4.t. cu •.iN 4 t f 6° 4 u = �4s41` OTW1 = n 54 (IO) + 330 (5) . /3,190 # MR,= 155Z.(Lo)+ I ZOO( 10) = 43440" rr x,131 - = 5 516 < 43p4-0 '`fr :N61413LIFr aolXII 3 g • so9xl t• 1 62 p J* u 5E Ws, 1 5 00 7-00 oo 1200# 96o Z 4 £V= 13I$ r 10.5' ,�o /65a 3.5' IZJZ si l'r R.A /.J CE./ /..) Si DE WALL, 5 E'�.E✓AT /ON ice/ t)< OF� 412'/2. 3 30 a3o VACT NoO - b'12 o :811.(Io) 8Eia5 MR= IIS3(5)t36o(z•5) -6565 7 w segos - .65 6a*e ow - (s -a5) I' - Ta ( za =14r , =I 462.* T't "',osr.,(4) %763 9146 1 < 4( � y 4 Lw4.n,-- 3-- Z0+5 eats' L wtt. ..5(( -- L414_ 2.813" <a` cax. C.= 3.00 _ ' inim• 'PS Cg Cb . A^►cMc 4•S 64Z 11121_ _ GM 2. r 1 ' ' Hlcr1 /l . • 154 IcW5113 1435 l 4 3e600 �' "' < • - -- 1 SJMr o'4 6er l'- o' %2'P �e« s) 1I)a(Z) c ...Mroeo 4 ' E]THFJt ACoon. IS rig,. • ENGII 7ERS- NORTHWEST ' P.S. tv. . 6869 WOOOLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 -1206)525-7560 - FAX 4' (206) 522 -6698 No• Jog NAME C ) JOO DATE SUBJECT �,�Q� S L/l CC ��T1SSC ^rL /E SHEET OF (J H2. s NA p'Ts) BY 4.4 S E c.t N 17EO STATES qp) 3 44 wt (u s G) P 01,0/3 it / CT 44 ` 7 AS SEri1 Rae..)/ NEJZ - Z58 -cc I C.4o i 1ocA IP 513cci f ( it U - 4 (0 9 • G , o. A'55;-.). 21 1^/ P - 4008 wT5. Coo Es 20(8x)1,3ipea 11.0 pc.F loon J R. zo (4X) I.IIa-F — 4.5 400 E5 2o(8 4 )(4x145 4 = 3 .O !" qw8 6 (4. xr. 35 .0 72. " ( Z.2. (Io.i ') = 2 2_. 4 misc. = 4.1 ToTA L. SO•0 PL...F MAN. /T. pc.F iSTUZ 2oOF E �.EI/. 8 o-. ELE 235 9.0 0H+ = '(8 -5 W r- = so(s8.5) = 14$ 5E /s044 c C 4 2 =.4 = 1.o W=.3w „VARA)= ?Alper d 2 24 (18.$) = 444it (le” sraos EA•oiaeario.v Z. topc.07140 I S ft-F i.t..c- ow /5TNa3 e. .Z HT [1 �40 I ) 58.5' r• 1 N�►r'rox pas Ta 2Q (r-.. 1 SPAN F4 SNEArte. Top 480T, 4:3F oucT �- ; 2Z --- 1 Zo 4A. oytel ZcnEw 164 xI.Z3 = Z($�ti 2z2. uS E(ZI -a caews.r1_ T b ►N 04- E4on/Ay • • SUOJECT S � 6 BY U.S. GYPSUM BRAND (4) 600,1820 f RUNNERS 1 EA. . CORNER to U 0 0 SCREWS PER NER -258 TYP. 6" 2' -6' 1'-O" (HOLD THESE DIMS.) PLAN SECTION E 6" HOW THESE DIMS. TYP. EA. WAY SCREWS 2" FROM EA. END & 16" o/c BTWN. L2x2x0' -5� x 20GA. w/8 SCREWS (4 EA WAY) TYP. EA END EA. HORIZ. POTFS• • 11" m 1' -0" 1. EACH DUCT NOT TO EXCEED 1T-0" IN LENGTH NOR 1.500/ IN WEIGHT. 2.) SHAFT ASSEMBLY AND CONSTRUCTION MUST COMPLY WITH "COUNCIL OF AMERICAN BUILDING OFFICIALS-NATIONAL EDUCATION REPORT NER -258' (INCLUDING PROPRIETARY MATERW.S) NO EXCEPTIONS: • 3.) CONTRACTOR IS RESPONSIBLE FOR ORDERING LONG LEAD TIME MATERIALS IN TIME TO MEET THE OWNERS SCHEDULE .4.) 1 HOUR SHAFT SHOWN PER NER -258. • 5. CONTRACTOR TO HAVE A COPY OF NER - 258 ON SITE DURING CONSTRUCTION & A COPY AVAILABLE TO TESTING. LAB do OTHER INSPECTORS. 6.) THE DIMENSIONS AND GAUGE OF STEEL STUDS IN THE ABOVE REPORT ARE MINIMUMS. THE HOURLY RATINGS APPLY WHEN STUDS OF HEAVIER CADGE AND LARGER DIMENSIONS. 18 -18 HWH 0 12 "o /c MAX. TYP. �-- 1 LAYER 3 'SHEET ROCK 1" "SHEET ROCK tax> E 5Zo (Sx) / 600 ES20 TOP & 80T. DBL. 0 MID- HEICHT TOP DTL. -c TOP & BOT. & 0 HORIZ. DETAIL " (TYP. EA. OF 4 SIDES) HORIZ. JT. • `— T.E. Inc. 14900 Interurban Ave.S., Suite 203 Ir Tukwila, WA 98168 Phone: 206 - 241 -2012 / FAX: 206 -241 -3101 July 24, 1998 Mulvanny Partnership Architects 11820 Northup Way Suite E -300 Bellevue, WA 98005 Re: Costco Wholesale 1160 Saxon Dr. Tukwila, WA Attn: Ato Apiafi Dear Ato, Please find following our response to the City of Tukwila Department of Community . Development: 53.55 An existing grease interceptor is serving the meat and bakery where the chicken rotisserie and deli prep area's have been added. See sheet M -l. If you have any questions, please call. Sincerely, Iyad (Eddie) Shawan Enclosure: Copy To: File D1s oiio RECEIVED CITY OF TUKWILA JUL 2 ,9 1999 PERMIT CENTER MULVflflflY PftRTflERSHIP A R C H I T E C T S P. S. July 24, 1998 Mr. Gary Barnett, Senior Development Engineer City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Costco Wholesale — Rotisserie/Deli/Fresh Express Project 1160 Saxon Drive Tukwila, WA 98188 MPA# 93 -044B Dear Mr. Barnett: This letter is in reply to your Correction Letter #1 dated July 16, 1998, regarding Development Permit Application Number D98 -0190. This referenced project is all interior and limited in scope — Deli/Rotisserie/Expansion of Fresh Islands. Only existing Costco customers will take advantage of these new services because Costco is for members only. Members of the public are generally not allowed into a Costco unless the individual obtains a membership. The existing gas station is at a completely different site from the warehouse and also services members only. Therefore, we do not see any increase in "new" customers impacting this site. We request a reconsideration of our application for a permit and look forward to an approval. Should you require any additional information regarding this matter, please contact our office at (425) 822-0444. Thank you. Sincerely, MULVF1lflY P4WTflERSHIP ARCHITECTS P.S. 1% Ato Apiafi Project Manager AA/ssr h : \costco \93 \93. 044 \correspondence \city of tukwila dept of comm dev.doc Ds-oio CF � 3kL 29 1998 PERMrr CEN' Jerry Quinn Lee • Mitchell Smith • Carol Simpson • Ronald Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 • (425) 822 -0444 • FAX: (425) 822 -4129 July 16, 1998 City of Tukwila Ato Apiafi Mulvanny Partnership 11820 Northup Way . Bellevue, WA 98005 Dear Mr. Apiafi: cerely, ren a Holt Permit Technician encl File: D98-0190 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER 11 Development Permit Application Number D98-0190. Costco Rotisserie 1160 Saxon Drive This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time, the Building Department, Fire Department and Planning Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittala Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections/ revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the City of Tukwila Permit Center at (206)431-3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 4313665 City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 19, 1998 PROJECT NAME: Costc6 Deli - Fresh Line PERMIT NUMBER: D98 -00190 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. Provide a brief narrative of Costco Deli - Fresh Line operations. Project brings new dimension to "wholesale shopping". This use is pushing the land use •approvals previously granted and will bring "new" customers to the site. Traffic generation of this use and new counts comparing approved use in original Traffic Impact Analysis should be compared to current trips with gas station, new deli, etc. Trips are probably up from prior projections. Potential mitigation's are needed. i.e. 1. Right turn lane at 180th. 2. Pedestrian Safety - sidewalks. 3. Dedication or reservation of ROW for extension of North /South road through Home Depot. ' IMP ALYSI 2(16{433 -0 or scope. EDED please contact Mr. Barnett at V o ' 6 - 1 * PO Grease interceptor located outside the building is required for the Deli operations. Please provide an appropriate sanitary sewer plan prepared and signed by a licensed Civil Engineer along with supporting calculations for grease interceptor sizing. Public Works Standard is attached for your use. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 1E ACTIVITY NUMBER: D98 -0190 PROJECT NAME: COSTCO WHOLESALE DATE: 7 -29 -98 Response to Incomplete Letter Original Plan Submittal _IX_ Response to Correction Letter # 1 Revision After Permit Is Issued DEPARTMENTS: rig Divisio lic Works Al' 5•�/• Comments: \PR•ROUTE.DOC 6/98 600kti PLAN a REVI EW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ TUES/THURS ROUTING: Please Route 5 (L FiXtu reff e Prevention a l IVA . • Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS S: APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions( REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved E Approved with Conditions Planning �Dive Permit Coordinator DUE DATE: 7 -30 -98 Not Applicable No further Review Required DATE: DUE DATE: 8 - 27 - 98 Not Approved (attach comments) 0 DATE: DUE DATE: Not Approved (attach comments) REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98 -0190 PROJECT NAME: COSTCO WHOLESALE XX Original Plan Submittal Response to Correction Letter # DATE: 6 -2 -98 Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: M ing Division .4 n.,. ►c q -t61e j i l c Works c 61 \ 7 te�Q �P-t DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Comments: TUES /THURS ROUTING: Approved E U'R•ROUTE.DOC 6/98 C (— ts004 PLA�N� EW /ROUTINE BLIP 8 512- Fire Prevention ALOC. 6) Struct�tl Incomplete P anning Division Permit Coord n` to DUE DATE: 6 -4 -98 Not Applicable 0 Please Route No further Review Required Routed by Staff 0 (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -2 -98 Approved 0 Approved with Conditions 0 Not Approved (attach comments C REVIEWERS INITIALS: DATE: REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions 0 Not Approved (attach comments) Q REVIEWERS INITIALS: DATE• l CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 1I z.9I9t REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: `- O, 7 PROJECT NAME: Co S-t cs. a Tt SS —t om DATE: PROJECT ADDRESS: REVISION SUMMARY: I Ca sp o N Ttp J- CONTACT PERSON: ik ? I fi-F -I PHONE: 4-2 C $ �' - 4 "L"' ¢ I >✓`r Cz iz bIi--1 29-( g of uLvi rt' -y f W-tiv "4-6 I T 2 * (h---I k 1,� - ( 'T�� - -(q6 4\fy\-. RECEIVED CITY OF TUKWILA JUL 2 9 1998 SUBMITTED TO: PERMIT CENTER 4117_414.4 Ake SHEET NUMBER(S) "Cloud" or highlight all ar eas of revisions and date revisions. CITY USE ONLY Bid 4; Planning , :.. ret Putillca..WK r.� 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98 -0190 • (512) Re: Costco Wholesale - 1160 Saxon Drive Dear Sir: June 10, 1998 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. 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 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 sodium bicarbonate or potassium bicarbonate dry - chemical -type portable fire extinguisher having a minimum rating of 40 -B shall be installed within 30 • feet (9144 mm) of commercial food heat - processing equipment, as measured along an unobstructed path of travel. (UFC 1006.2.7) 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. Contact The Tukwila Fire Prevention Bureau to witness John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) John W. Rants, Mayor Thomas P. Keefe, Ffte Chief all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 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. 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 57544404 • Fax (206) 5754439 Yours truly, City of Tukwila Fire Department Page number 3 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of.construction, draft stop partitions and coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Preven; n Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax: (206) 5754439 F625-052-000 18/97) Detach A nd. Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGISTRATION NUMBER CCO1 BARCLDA1O1BW 10/01/1998: EFFECTIVE:DATE: y:01/16/1990 BARCLAY DEAN ARCH PRODUCTS INC 4623 7TH AVE S SEATTLE WA 98108 - 1719 F ,. ,- _ ., P { 1160 SAXON OR TUKW WASHINGTON a v C NITY P PROJECT DIRECTORY INDEX OF DRAWINGS DEMOLITION NOTES P 7 „„„, __._..____ ill I 1 L ._._._ .l ; at 9 I' .........,. _,_ ......... OWNER GOSTGO WHOLESALE 949 LAKE DRIV ISSACUAH, WA 98071 pn. (425) 915 -6704 ARGriTEGT MULVAMIY PARTNERSHIP 11820 NORTEUP WAY 4 E - 900 Bg_ _ENNE, WA 98O05 pN. (425) 822 - 0444 PRD.JECT MANA5ER STRUCTURAL ENGINEERS NORTHHEST ENGINEER 6E69 WOODLAWV AVE. NE SEATTLE, WA 98115 d. (=0b? 525 - 7560 MECHANICAL TP. INC ENGINEER 14900 INTERURBAN AVE 5. TUKW!LA, 98168 TE TITLE SHEET A-U FLOOR PLAN J ENLARGED F_OOFPFiECTED CEILING PLANS/INTERIOR ELEVATION 44-5J B R ABU IN�IOR DETAILS STRUCTURAL M MECH. ftLN61N& AND EN/AC PLAN, K"PY PLAN 4 LEGEND M Mal PLANS t SG*EDU.E ELECTRICAL E- PARTIAL ON LINE DIAGRAM, LIGHTING FIXTURES SCHEDULE, LEGEND KEY PLAN E POWER / LIGHTING PLANS 1 EQUIPMENT SCHEME - - ' L CONTRACTOR SHALL INCLUDE AND PERFORM ALL DEMGLJTION i^ORRK REMiRED TO ACCOMMODATE NEW WORK UNDER THIS CONTRACT. 2, CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED DURING DEMOLITION WORK AND UNTIL NEW WORK 15 M PLACE. 3. SEE ARGHITEGTURAL, STRUCTURAL. MECHANICAL, AND ELECTRICAL CONSULTANTS' RE;fE CT1VE DEMOLITION REOUtREMENT5. GENERAL CONTRACTOR TO PROVIDE ANY ADDITIONAL GENERAL DEMOLITION WORK REQUIRED BY ARCHITECTURAL STRUGTUP.AL, MECHANICAL, AND EL'cGTRiCAL CONSULTANT WORK, BUT NOT NECESSARILY SHOWN ON DEMOLITION PLAN. 4 UNLESS DETAILED OR SCHEDULED OTHERWISE, ALL AREAS AFFECTED BY DEMOLITION WORK SHALL BE PATCHED .AND/ OR REPAIRED TO MATCH EXISTI145 ADJACENT SURFACES AND FINISH. REPAIR AFFECTED AREAS AS REQUIRED TO RECEIVE NEW WORK. ALL FILLING OF OPENINGS ADD REPAIR WORK SHALL MATCH EXISTNG ADJACENT SURFACES 5 WHERE POSSIBLE, SAW -CUT SURFACES TO PROTECT ADJACENT SURFACES NOT SCHEDULED FOR DEMOLITION. b . REMOVE ALL EXISTING MECHANICAL DUCTS, PLUMBING, ELECTRICAL AND ANY OTHER. ITEMS THAT ARE AFFECTED AND RENDERED OBSOLETE BY NEW MECHANICAL, PLUMBING AND ELECTRICAL WORK. CONTRACTOR SHALL VACUUM CLEAN THE AREA PRIOR TO INSTALLATION OF ANY NEW ITEM. PROVIDE ALL REQUIRED CUTOUTS FOR MECHANICAL 4 ELECTRICAL WORK !N EXISTING WALLS 4 ROOF STRUCTURE AS REQUIRED. RARE BSTRATE 8. CONTRACTOR TO SAW CUT A5 REQUIRED. PATCH STIRFACE TO MATCH EXIST!N& 4 Pe: `,.1-J TC RECEIVE SPECIFIED a DR,. MATERIALS 4 WA pn (206) 24t -2012 ELECTRICAL TE !NC ENGINEER 14907 INTERURBAN AVE S ItecheLA, WA 98169 ph. ( ga6 Ob) 241 - 2012 REFRIGERATION HLSSMANN RL: R16�ERATON !NC. 1140 W MAREKNAL WAY SEATTLE, ph. (206 '5 ) 165 -9056 4 1050 . 4 It X 6+ Y O R y o y ° F V TA E o E b 1 A s z .Q $ o R s 4- b • 8 5 s s ° a $ w3 ,1 g 1 E Il e n g 8 b F °°_Y° 1 8 f d. s a o t 9 3 8_8 8 s ! to .0 21 ,i1 A " II . ,!1H lio fi . g' v i g «V $ iS s $o 4 " 0o 2$ 2 - § t g I g 5 � � ��, � ij a � � �^o Pi R d � t 1 101: o' ifs' irE HD !pg11 31 n5 —.1 PI 1 11 t ° Y -� 6 21; ry g n 1 4 0 1"Vbi pp.. tmi.4 k 6 1 111-elPfl p+ o ° $ o p ° p R nile nln nu l!{ 11 11 mum TrtT j ; /), ( Lt...:,l L 111 0 1 11 1118 1 _l GENERAL NOTES BUILDING STATISTICS ( I- nil ' IliIJ In1.111 {II I 1111111111111111 I jIIII1n;51� 111E � �� B Y [[� w LL. J Z f� Y a' F �,, N l '., wo 0 zu.. U K �� d d � � � � P'i> sJO( 0 w-�Y w 4 � z o1 ?P < n Y 2r� _ o 1 8 d� 4 24 g Irop \ 4 Ill �� n � � � E� �:f: 1F' 0 Jj e y.w� QUO K . N Fm � K F e �. 9 2 1Q N ' V5i t o z, 9 O Z U L i q a Y s a 5 0 � j 4 d i 0a 4 o? §J iY t� 0� � n� �a �N\ ��� �� awl � F �� a y z � � - i� 4 W �Q � :� ° Q23 a! 1,q1 gF 4 V� N t -S N o w. w z + d 1 0 a dr a s N az h 44 '- _ F .F4 ! F �m Z h � N s _ z 2 1 i J � � ,J �Q µ�l�t tnN Pi 91� ����Z hl ry � sV F D' a' d Q4 O O LL UJ 0 9 �F d < o9 e� Q leg s 0 s ri y a dd di d ▪ hq W. & ? hs M1 9_ 0 40 98M ▪ 6 8 Yf 6 4 6 4 r- 4 v 9 _ n 6 G CODE: !994 UB.G CONSTRUCTION TYPE .- In N OCCUPANCY GROUP: 62 - RENTAL ZONING: EXIST 31.ALDINS AREA TOTAL i94AOO 5 F. : RKtNG: TOTAL PARK: N6 5 T! STALLS 1 llnnllinliiil in ia n1nhJREnn1nnI I � 1 iinlnnl� 1 IElntP `' Illnnn I/IIInlninNnn i in9EII,III rlllnthEli!'I I a 11 a a @MITI Lc ifj , If 0 g � 1112111111 ,t..' Ill easivocoozo wactiasta 4iiileEi� ..... F . Mtri SITE PLAN NOT TO 5CALE SCOPE OF WORK ABBREVIATIONS LEGEND OF SYMBOLS - TENAN ;MPROVEMANT WI EXIST RETAIL. WAREHOJSL TO BUIL : TI f F. •NEW RO RI �,K:..N ._ .-11 i \C 7L, NV ✓ "'. ���� � �� APR _? 1998 " T + NEW EXPANDED FRESH EASTGATE SERVICE CENTER F ILE COPY fC1V !LlnderataATtl chat the Plan C hec k aP royal o f ct to ertOrSa Omissions anEf APP ,. St1111a rt0{ aUthorita tI1N IOI.lt10^ of anV t �' °r Racaiptwled9'n 1 '" I Tianc pldinanca" �d. r r 0 \ g )ted cudY T rmPd VIaI� gCknO °i a{ rraclilr ScopV r �It j 1 „1 { {-,\ x __- -- BV `I "�Il� j .. - Dot& I r . .. peEfnit N°• • i t ► �"�' ~ ar— J 1 , l ry r'r t) ul n .. AGAVE AGJiiSTIGA.. E_XH EXHAUST m METAL REO'D. REQUIRED Al% 4:.L5TAELE AL , GE. - EXIST EXi5TIN6 MFG. MANJFAGTURIN6 R.O. R4USH °PEN111A5 ALJP A,.,.MINxM EXP EXPANSION MFR. MANUFACTURER SGHED. SCHEDULE ARCO ANODIZES XT EXTERIOR M.M. MANHOLE SL. SCUD LORE APPR.k APPRyX,MATE FD FLOOR DRAIN MIN MINIM,. 5H`,. SHEET EG.AR,^ `ON FOdAATION M15G MISCELLANEOUS SIM- SMILAR EL,r 5,,,,,, K - FACTORY FIN Sn M 0 MASOt.P2Y °PENINS 5 0 SUPPLIED a USTALi_r„ 5 O . y B81_, E_O- -, H5. FLAT HEAD SGREn M.R M015 RESISTANT S.O.,C Si..- LIED BY B. EL.. K.NG F FLOOR MULL. MLLLION INSTALLED EY GON'iAGTOR LK6 BM BF G r -, N15HE*J a F5 AL MT'T MCRRITE ELD. SP SPEGiFIEb Bo,,. EO'*T;,i•',. 5Y OWER MTS MOTAITIN5 `1.. 'S.�V' - 3J 5 .YEEN R.P,P. FUSER REINFORCE: PLASTIC NI C. NOT IN CONTRA, SS. SERVILE SINK, SAMT;;RT SEVER CB ,A,. $A.S+N PAtIEL5? NOM. NOMITAL SST STAINLESS STEEL G CAS RON =OOTi+G N NOT TO SCALE �+TD. STAMJARD S 4 PLATE A SAGE O A OVERALL STL STEEL c..,-e. GA A G - GEN"'=E. r.E64,../ ::LIAR 64,../ SALJANZE✓ O.G. ON CENTER STR..T STRUCTURE 5"RUCTIRA_ Gl.6. GE_ N5 G.I SL-/AkIZED -RON O . M. OVERrEAD fix. SUS ..t. G1"t; ; e - 7. . ,AEON¢! ;�F 6iPSUIr+,_ATH a DUSTER OPTS OPENING 5Y5. SYSTEM IN Ere GYPSUM NAL:.FAART OPP OPPOSITE T TREAD. TOP ,CT GYPSUM BOARD FT, BOTTOM G TELEPHONE PARTITION Tab TOP a HONE 57.4 C.ON.,RC" E . , ,../SE BIDE RERP F'EiRPENDIGJa_AR `.DILL C.OWT . CAN ? HANDrGAPPED PL PLATE, PROPERTY LINE TEtrF . TEMPERED — QTR. GC^._ R.;,, . . M. !a7LLOW! - ff - Tf� . 1_ , .5.1_ ,.. PLASTIC LAMINATE Tay TON&JEa CAVE ,:MRAL HORi2 HORIZDHTA'. . D :. 5 TEMPERED GLASS LoKR O CERA4 . ..._ MT. HEIGHT , PLBS. PIa.MEIN6 ":'P. TYPICAL DEL DOUPv._. F HP, :EATER FAIL. PA.AEL PANELNS v;.L. UTILITY Pf'_. DEW NS, INSULATaON PR. PAIR BC. INFORM B LDINS CODE DJ' DRi0.KIN6 FOJN: A, 'JTS. J71NT,JOiNi'TS PROD PRO.FLr ID .T ViNT'L COMPOSITION TILE D5 DOYANSPOT L. LONG. LEN6LENS, FRV PRvr SiJRE REOtiG:N6 r'ER7 VEiRTIGAt DRYS I?1RPJ'/IN5 LAM. LAMINATE. LAMINATED PLYWD FLYWCO VALUE NI WITH I }--0- L..F LIIgAR FOOT, LL°EAL FOOT PT PAINT YLO WITHOU O . LIQUID q.r. QUARRY TILE rCD. Yi00D g .FS. EXTERIOR FINIS, SYSTEM _ D 1 E.,55. EXTERIOR NS,,LATION a LTYr` L:N HEIGHT CTRL QUARTER WIIIDOW FINISH SYSTEM' M,AS. MA50tRT' R RADIUS H.P. WATERPROOF r. s:V 'S.EVAT N. F FJA7OR MA MAXlMI1 RD- ROOF DRAIN WR HATER RE55TANT ELEG TFUCAi. MBE. METAL BULDINS SUPPLIER R.L. RAIN LEADER Yd. WEIGHT DV - G! -J5URE MECH. !- CCHAN;G4 RECD. RECEIVED Wf9M. MIMED P MESH E@. EGA/AL WIZ. MEZZAWIA£ REF. R£fRf68iATOR $$ F. YIELDED WIRE FABRIC RE1NF.. RHNFORf.Ha6 YD. YARD DRAIN DIMENSION INCANDESCENT I !^ � ORSON BOARD NORTH ARROW DOOR MART. EIGHT FIXTURES " I . = L= ` `-oo. CODE - REFER ® p TO SCHEDULE X14 WINDOW MARK DETAIL Q — DETAIL IDENTIFICATION i2 S /LOUVER M ARK U� S EEN wHERC DRAwN ROOM MARK ■.ALL SECTION RROOQ�_N ^ NAwE — oE IrcNT 1 1001 —RGCM uL. BE R -- SHEET WHERE ORA.. / ) BUILDING SECTION — DETAIL IcaENTIrIaT:ON COLUMN GRID 'I _ FAcE or MA SC., , 1 { CONCRETE �_ R fANGxEtE � CE t NG �'ky+iEO �'• , . CENTER OR CENiERLne a A .{ E h Mu e4 , rut,. CH w LL "P''''E. c R...Sit' P GRADE ELEVATI 4.,P NEN OR FINISH GRADE L Ex ISrI NC cRAOE FLUOR LT L i CHT F I XTURES r r Qi�1'� © ACCESS PANE,. -' '. RIGID MONA,. / REVISION I ..,.' E �, El SIPRLY oirrusER N SPRINKLER MAIN PROPERTY LINE REtunN i RECI STER �l r - - _ - EKluus oR ' ' , FENCE S PE ND FENCE - - sr+E[r mdRE oRAwN • * + + • 7 .---, . L)SD PAN, 't tc,oR \ { A 1 '2' t ` F I N I SHEC �� ; CONTOURS 0 ExIT SICK E LEVATION OETA�L IoExr Ir:CAT TEN / • sPRINxL[R NERD L i _ .EXISTING L-. sreEr w+ERE oRHw 50' -0" WORK. I,ONTROL ww Exlsrlrw .�.� / Ut FL OR DATUM POINT CONTOURS SmIN.LER NEw EIFS .... tip ll r A1.1 i 0 1 • 19i .. ti' CHICKEN ROTISSERIE/ bE FRESH LINE .,.`. , -... 1160 SAXON DRIVE TUKWILA, WA 98188 /�■III�IiY ■Ie�i >t • U L van f 1 Y R f f 1 E R S �i 1P A R C N i T E C T S P. S. Jerry Quinn Lee ■ Mitchell Smtlh ■ COIOI $khPlW1 ■ Ronald Maddox 11820 No thup Way #E300. Bellevue, WA 98005 025)822-0444 FAX (925)822 -41129 5UBMITrED POR OYINEWIENAN APPROVAL I�I�I�� 9780 REGIS ARCHIT ■ ,STA r OF WASHINCTGN J a eMiTTED FO moms PERMI 3 REu14 r a '>}�. SU POR elD OYd1ER/TEN WT/BID GORREGTION9 1 A ,` WILDINfi PERMIT GORAtgGrIONS �xy ` , 4 JERRY QUINN aEC S1ArE Of WASHRtG1OH GOHSTRUOTIOH ORAPPNR4 q A5•eUiLT OWNS'S J\y M�I�ICillll ill � z 'W` c7 11i 41' 9 I/8" 471' -2 I/8' 4I' -9 I/8" 1h PriO:J HER, E55 4p -4 1/8° pRAWN BY, PN5 G•HECAED 42' -5 1;8' 11 ` � uv nnn t nr nershp -ghis reservFd N pr, n t..�h•i nuurne�'it rno 6e. reprodPeN �n on ,wn 4 n :n PLOTTED DATE 4/8/90 wiUout R armiseion m. rrnUno f-um Mulvaney Purtnenlii ..._.. .: ROOM - FINISH SCHEDULE . FINISH . NO. . ROOM NAME BASE FLOOR WALLS CEILING REMARKS 111 N 0 • 1 s 'UNIA MVO .9 399111i3981124 3111, ,13 ' 1 ' 4021 dat .9 oaroico am* WON I 24 1 U111' Olittiiir. Qx.Q 9* 4 40q1ANIA ] krti.on aactim iF4 adtt,i9 moms Tb d1 aria 2Nrzeo4 .64 0/Ald vorazuxa ocoula Is 310N 235-,TN 11140 1 3111 t 1331S 5631NIYIS aNY00 TTIA41916.00 INN/41491Ni.! I 2x4 LAY-IN AC.015.130. 2'x4' LAY-IN Mit BO Is aLoN 3515 - .7rN 9NIII.WIN.L9 01 N9d0 1H917] ,..,= MEDIUM TEX11•E = STANDARD TEXTURE FLOOR 5 = BASE INT55RAL HI MALL &, AT 5.W.B HALLS ONLY N * NO BASE REWIRED S6 • 5EMI-6I-OSS ENAMEL EP * EPDXY PAINT • * BY REFRIGERATION CONTRACTOR iF2 * 6Pe ON FRAMED WALLS i 1 16 SLICINS DELI NSF • 1 SL ICER C. i 400P5 - 2 , no B1ZERBA i I a4 b • 4 . • 420A I 2. ,„ r ro* 3 41 . 4 , r4.NI C.' I ll ROTISSERIE CACKEN 0 LABEL PRINTER _Fa Ji F1 1 1 ..S - :.. -. 7. - ,1" E. NC , 520PMENT 1 . AMPS/' MANUFACTURER I PHA5EICYCIES NOTES . , -7) - (I) 3 I HAND HASH UNIVERSAL STAINLESS COMP 3 51,KANIVERSAL STAINLESS 111 NSF BAKERY, WAT PREP, DELI I 24 1 DRAINBO PORK 5 TA11QN EMMREA NSF F SL ICER C. i 400P5 - 2 , no B1ZERBA i E.0 HZ. 1.5. . 4' VACUUM PAC-4(13f SIPROMAC 420A I 2. ,„ 3 , 60 +42. NSF 0._ LABEL PRINTER HOLDING CABINET A1NSTON ; ROTISSERIE H°VENT H 7= A I HS - 45 60 NZ. @ t45_ E LOAD .N6 1 CT-244E 2'x-Cx351-1. el, PREP TAIFLE ■ ®, VENT HOCI, AIR TECN 2 C5 ANSUL SYSTEM DELI TABLES LOAD KIN5 2 2 1 1 DEMOLMON FLAN SCAE 1/N4ALL LEGEND .REEZM i COOLER PiAL_S 4,55 • • • 1 • 7...EEzER • E ..E. C.,. K OPE EA SE , NISN PER S-CHEI:VLE 4' PLY: PAN= TO MATCH REFRI6ERATION PANELS, NCI; (_ONATO C JER,TY ,TH THE SPECTIOAT1ONS THE THERMAL 11.4:SjLATION RE0.1,RE 47E, IN SHE NTER,OR AL ALL DIMENSIONS ARf FRO, EXT, FACE OF DirSIDE '5R1D, TG CENTERLINE OF NTEROR YJALLS. • r It_ L . /3E•OVE EXIST LOCA 5a A, 91 1 • 6 .1 r '71 RVVE ,E7c57" STL REMOVE EXIST. SUS. STORAGE C.L6 PANES FOR NEIN ROTISSERIE 4-8-98 FIELD vER,p, 0 3/8 DEMO EXISTNS CiiRES itirkl-/-5 BOLLA,'S • \L- • tn CROSS - mese 2 04 MAIN ROWERS 0 4 O.C. NE4 SLICING DELI CL5 04.1.O7.) • Hil Figgion IC 2 APP. i-0• E413 CEILING (PAINTED/ ABOVE OVEtt5 NEW EXTENDEI7 2' X 4 CL6 ▪ 5 PANELS 0 2,0' 5Y5. Kt LAY-IN MR PANELS • 1O-O" TTP, REFLECTED CELING PLAN SCALE: I/8" = • • ® ENSURE WALLS, WINDOWS, DOORS AND CEILINGS ARE CONSTRUCTED WITH SMOOTH FINISH, NON-ABSORBENT SURFACES AND EASILY CLEANABI E ENSURE FLOORS AND FLOOR COVERINGS IN ALL AREAS ARE CONSTRUCTED OF EASILY CLEANABLE MATERIALS, KEPT CLEAN, IN GOOD REPAIR, AND COVED AT THE FLOOR WALL JUNCTURES LIGHTING IS REQUIRED BE AT LEAST THIRTY (?0,/* CANDLES AND EE PR Y SHIELDED. HOT WATER HEATER MUST BE ABLE TO ACCOMMODATE ALL HOT WATER NEEDS. Hot water temperature at handsinks not to exceed 120 F NEY4 CHICKEN • 1 i1 SCALE: I/5" = . . • NIBH SLICIN& , DELI EMI mai DOOR EXIST. MEAT cooLER EX)ST. MEAT PREP EXIST PRODUCE DISH/UTENSIL WASHING EQUIPMENT (3-COMPARTMENT SINK OR COMMERCIAL DISWASHER) IS REQUIRED TO BE LARGE ENOUGH TO ACCOMODATE THE LARGEST ITEM TO BE WASHED. 889) - CLRB, ALONG NEN TYP ■.*.- I 3 5/5' MTL. STUD WALL Pi/ FINISH PER SCHED. TO AFF Me.0 Meet . S,ENZ APPROVED SUBJECT TO CODES g I ..... E I SEE LBSEND FOR NALL TYPE , NOTE: CONTRACTOR TO VERIFY LOCATION OF FLOOR DRAINSWMEC.H. D8456. PROVIDE 5' RADIUS SHALE AROUND MAIN H SLOPE • 88 . PER FT. MIN TO DRAIN (7 ENLARGED MEAT/DELI/ BAKERY • f) • • L. APR 23 1998 EASTGATE SERVICE CENTER ,71 44. 5. 01 9 2 55 1 1 5/44 PAINTED TO MATCH P444E.,,5 NEW CURB, SEE DETAIL 5r°.1 NALL SECTION — CHICKEN ROTISSERIE ® POLYMER BASE oss0,07P 2 AIVPAL.LEL TO VAN SINNER TEE SA. MIRE TO ORD5.5 TEE /PRAMIN'6 PER STRICT. SEISMIC BRACING DETAIL NOT TO SCALE ABOVE DATUM PANTED 6K8. BEARING MALL PER STRICT. BLOCKlN6 PER STRICT. 20 GA. S.S. PA/ELS ON SHEET ROCK POLYMER FLOOR 4 6" BA5 EXISTING FLOOR 5LA8 MTL. UP -LIFT ROD 12 O / SIR/CT ABOVE I O51 0(C. EA. N 5TART 6'-0' MAX. PROM EDGE OF CE&LINB ARCO47 PERIMETER SEE 51RUGT. DWfi9. — PARALLEL TO CROSOTEE 'MAX 0912"00 HEAD WALL --DETA I L 11/2' =1'-0" 950101= NvOlg0 I " -0" I TYPICAL DISPLAY CASE (N O INTERIOR GUARDPOST I I/2 "., -0" HEAD WALL DETAIL 6' DIA. 4' 916H STEEL SUARDPOST, GORE DRILL CONC., EMBED 4' 4 FILL W/ 690UT 4 ROUND CAP. PAINT (2) COATS TRAFFIC LINE FELLOW. 0550401P 0950104? BACK OF MEAT DISPLAY CASE CANT. SEALANT f t —� i LN�12E =1252E. COIO. CURB DISPLAY CASE CURB I i/2 " =1' -0" POLYMER FLOOR W/ 3/6' RADIU5 COVED BASE tOIE FOR ALL CURE5: ALIEN JOINTS IN .2 WITH FLOOR JOINTS. TYP. CURB TO HAVE 5TEEL TROY. FINI$F4. SEAL ALL CURBS Trio. SLICING DELI / CURB DETAIL I J2 " =!'-0 • 0330404P CEILING TRANSITION I I/2 " =I '-0" 3" MIN. CLEAR) I HOUR SHAFT .ASSEMBLY REFERENCE — C.A.BO. REPORT MER - 258 HOOD DUCT SHAFT I I /2" =!' -0" 6• I/2" OR 5/6" r V7 OR 5/8' 6YP1 WALL ED. OVER 6" STEEL 9- CHAN88L5. ATTACHED PER STRUCTURAL DI4SS. TYPE "X' 6YP9II•I II SHAFT LINER EXH. DUCT FROM HOOD TO EXHAUST FAN ON ROOF. SEE MECH. DWG. AU 7 1 ` 1 . 09501052 09254002 JUL 2 9 1998 PERmaTER 1 4 k STL. STUDS �• &DBL STUDS. (T.S. GALS. TO � WALL J- $' -D. MAX. / HIDDEN It= WALL) VFY. w /ARCH. WALL SY REFIBG. CONTRACTOR L- - 3' CUR, REFTRIG. WALL PNL. TO STL STUD WP'.L • TIP. (3 SIDES) 12" x 12" DUCT TO 1_ —_- FAN ON ROOF "b 8 x 1SGA. DUCT SHAFT • 1Yx 12" DUCT TO i FAN ON ROOF b $ x 1$GA. DUCT SHAFT --"' ; WALL BY REfRiG. CONTRACTOR 164k x2 "L il3NG BRACING STRAPS w/ 2 #8 -18 x 1" PPH f2 SCREWS 0 f_A. JOIST DUCT SHAFT DOME $ x 16G•A STL JOIST TYP PLACES) ell JOIST.. PER PLAY' $ x 1 O J 24`o % MAX. T '( PER_! 4' -5" ARCH. HOOD . . 1.) SHEAR WALLS ARE SHOWN w/ "ac " ON PLAN) PROVIDE X -BRACE STRAPS At MULTIPLE STUDS. ETC. 0 EACH SHEAR WALL PER DTLS. J THRU L 2. VERIFY LOCATION AND ALL DIMENSIONS w ARCHITECT. 3. SCREWS ARE MI TO BE SUBSTR'JTED FOR THE WELDS SHOWN. NEW EXHAUST 65# MAX. ROOF PURU 12" SQ. DUCT S STUD WALL 1 DBL. 8 x 16GA � LOCATE AS ► SHOWN $ o 1 • N (6' MIN. & 1 MAX. PER ;p i � ARCH.) � `j o. CONTRACTOR TO VFY. LOCATION OF HOOD SUPPORTS w 4s MANUFACTURER � CL STUD WALL SECT. F SHOP WOES 2 NI SCREWS 0 EA JOIST THRU RIM & OR WALL TOP TRACK RIM JOIST COOLER OR FREEZER BOX BY OTHERS 3" CIR. TO FACE OF STL STUD WALT. HILT? DRIVE PRAS 0 24"o le & 6' MAX. FROM EA MD EA TRACK 2 SCREWS TRACK TO EA. STUD EA SIDE SECTION A DBL. B" x 16GA. JSTS. PER PLAN W�TOGETHER NO WELDS 0 JOIST "o / SL O 10' -0" VFY CEILING PER ARCH. SPACE JOISTS 0 24'e /c MAX. STEEL STUDS 0 16 "o /c MAX. ALSO PLACE ONE STUD DIRECTLY BELOW EA JOIST SOLD BLOC( 0 4' -0' & 8' -0' ABOVE SLAB ATTACH w/3 SCREWS EA WAY 0 BLKG. TYP. C.W.B. PER ARCH. FASTEN 0 6%/c ALL EDGES & INTERNEYHATE FRAMING IS SCREWS EA. SIDE TOP. 6' CONC. SLAM ON GRADE EXHAUST FAN 65# MAX. FRAMING PLAN CURB & FLASHING PER MFR. /CONTR. ROOF DECK BY OTHERS SHIM SOLID w /G.W.B. ROOF JOIST BY M.RS. 1" GYP. EA SIDE DTI. L OPP. SCREWS 0 I2 "o! RIM JOIST 3* CLR. TO FACE OF STL. STUD WALL \-- CEILING STEEL STUDS WALL PER n SECT. A 4 .....____ ______ BLOCKING PER SECT. A SECTION SECTION G.W.B. PER ARCH. FASTEN PER SECT. A CONN. PER SECT. A 6" CONC. SLAB ON GRADE 5 x 5 x • T.S. HEADERS WELD TO x 5 T.S. BETWEEN JOISTS w/ FILLET WELD ALL- UND 5xSx-(.TS. BTWN. ROOT JOISTS (8' -0" MAX. LENGTH) GS ;2' CTIO TRRACK) SCREW'•'TO T.S. w /#8 x 1" PAN HEAD,, SOY, 6RIWNG SCREWS 0 B'o /c DBL. JOIST PER PLAN 10' -0" VFY. w /ARCH. FURRING CHAIJ SHOP\ WELD / 1-8 SUS. CEILING PER ARCH. G.W.B. PER ARCH. (EXACT DIM. PER ARCH.) PER ARCH. DBL. STUD TYP. O' „STRAP PROVIDE 2 RQ1Mb OF w /4.0 SCREWS PER 1:90 T " ofc 44IN. TYP. "X” BRAdEDQ SHEAR.. ;WALL ELEV. 2 ROWS 4 SCREWS FULL HT. STUD TO MIL EA. SIDE 2 ROWS SCREWS 12 o/c EA SIDE EA ROW JAMAB Si m TUU HT. BESIDE 1.1381... STUDS UNDER HEADER 3:3 DETAIL 1k —g " SECTION TO BE PER THE CODE INDICATED ABOVE AND ARE TO B£'8Y AN TESTING LAB At OIrWPRi R TO STARTING COAASTeii1CTION BY TFE BUILDING DEPT. AND THE ARCHITECT. WELDING: VI,SUAEL.Y. INSPECT ALL FIELD WELDING: ,e F' CERTIFICATION OF W ET.DFAS. CONTRACTOR SHALL -PAY OR. RUING. ADO 1 SOW.L EC T 1 WELDScrpr1ET LSPECS_ RE INTi pF,WEL0.R',t1EE SPECS ' LIGHT GAGE "S3�E AID- 4eI - r V ERti rCOIIEMT PER STEEL FRAYING: N6S. w �..O0RR FRAtITt NO NC OI CTIONS. NOT N BSE O�NGS. REOLITf� i p ' TOR C TO'REVISE'NO MATCH BATOx-TH DRAWINGS.." .VERIFY''- SCREW S ANID SPAiCINC:TO`AGREE WITH SECTIONS We PER . REPORT #258 FOR FIRE RATED' SHAFT AT SECTION 'E.: THIS'SFEET" DIE FLOUR ^SHr,LFT: 'YERIF "STUDS At - CORRECT AND THAT ASSEMBLY OF SHAFT IS PER '_'• L, ALL if#ENSIONS IN TEE FIELD PRIOR TO CONSTRUCTION AND' = . S5 I'JIGHT a''• TE, SHORT AND BRACING OF ALL STRUCTURAL IEDOERS DORING C0 lS RUCTI ` CONTRACTOR SPNLCThOTIFY ARCHITECT Alit ENGII€ER OF ALL FIELD.. CHANGES :PRIOR TO INSTALLATION. eviI 0f jU!(1N AP °R'OGVE AUS 2 7 19S8 48 045 (k2 '! I 1 EMI '0,19•;: 2 x 2 x I6GA x 0" -8" I "-IL DBL ANGLE w/8 SCREWS 4 f 8 x 16 EA WAY 0 EA ANGLE PER PLAN 2 -8 x 16GA JOISTS w/WASHER R'S TOP & ROT. PER ELEV. "H" SECTION SECTION 2 -D' DBL 8' x 16GA. JOISTS 7 10'-0", w /ARCH. 12 SIDE JOIST w/8 SCREWS FA ANGLE 1.} = 1 . -0 ' 8 X 160A. PER PLAN D }- = 1' -0" x 4" x 1' -8" STRAP TO 3") w/8 SCREWS INTO HEADER & 8 SRC BELAY HEADER (2 110 A x1iA16G U.S. GYPSOM BRAND (41 600020 Al" RUNNERS 1 EA CORNER io NER -258 TYP.� SCREWS PER CTR. STUDS TIGHT TO HDR. 2 . -6 " 1' -0" PLAN SECTION E BOILS: 1 *. = 1 . -p . 1.) EACH DUCT NOT TO EXCEED 17 IN LENGTH NOR .1,500/' IN WEIGHT. 2.) SHAFT ASSEMBLY AND CONSTRUCTION Ziff COMPLY WITH "COUNCIL. € f +'wER (INCLUDING ic AxN 800.D G OFFICALS -NA ONAA. EDUCATI O7 NO EXCEPTIONS. 3.) CONi RpC OR — Is ESPONSIBLE F SING LONG LEAD TIME MATERIALS IN TIME TO MEET THE OWNERS. SCHEDULE. 13 CON TRACTOR TO HAVE A COPY OF NER -258 ON SITE DURING CONSTRUCTION & 1 HOUR SHAFT SHOWN PER.NER -258. A COPY AVAILABLE TO TESTING LAB & OTHER INSPECTORS. 6.) THE DIMENSIONS AND GAUGE OF STEEL STUDS. IN THE ABOVE REPORT ARE MINIMUMS. THE HOURLY RATINGS APPLY WHEN STUDS OF HEAVIER GAUGE AND LARGER DIMENSIONS. DTL "e" TOP & BOT. & 0 HORIZ. SCREWS 2" FROM EA END k 16 "o /c BTWN L2x2xO' -5 x 20GA. w/8 SCREWS (4 EA WAY) TYP. 0 EA. END EA HORIZ. fiR ERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE ASTM'S NOTED ARE TO BE LATEST EDITION 1 �- HOLD THESE DIMS. TYP. EA. WAY #8 -1 8 HWH 0 12 "o /c MAX. TYP. 1 LAYER }' "SHEET ROCK" 1" "SHEET POCK' -(8X) 800 E520 STI.IDS FULL HEIGHT 600 ES20 TOP & BOT. 58L 0 MD- HEIGHT-\ TOP DETAIL "e" (TIP. EA OF 4 SIDES) 1. DESCRIPTION Building Name A Site Location.- Coatco Wholesale of 1160 Saxon Drive. _. Tukwila, WA 98180. HO Z. JT. 2. DESIGN CODE AND STANDARDS Applic0ble -Code (Edition/Nane) - 1994 Uniform Building Code (LUC) 3. DESIGN LOADS a. Ceti IngLive Load 10paf D. Seismic Zone ' A .! D L MIST HAVE CURRENT ICBO REPORT. 16 GAGE 'S.• HEAVIER STBEL CONFORM TO JS311 446, GRADE D. 18 GAGE A LIGHTER SHALL CONFORM TO A5W 446 1 A: LIGHT-GAGE FTNNING,PER SCHEDULE. PROVIDE BRIDGING PER MAIILF'AeW ER'S ,STANDARDS., 7 DELI PRP. ADDITION 1160 SAXON DRIVE TUKAILA;,WA. 18168 EXI'TIN6 TIC INSTALLATION g z m t! rn rn a x i $ P 6 PQ N1`J S_" Nd IJ• d 0 (5 N (5.sv Nm 00 00 O 00 O 0000 00 in 4■ W 1, PQ Pe O N I I I I I 1 = X . 8'4' G2 -X8E DEL '4' G2 -X6E DEL = Iat..lt.:&ht.& m.16.- ��.�._ ALA:L.& '4' C2 -X6E DEL .8'4'. G2 -X6E DEL SALES GAOLER I9' -0 "xb4' -0 "x18' -6 1/4" (E) SALES FREEZER SI 19'- 0'x64' -0 "x18' -6 1/4" (20) ARD00 32 " x6 ' VAN6ARD REAGH -IN DOORS t_J (20) ARDGO 32 'x61' VA46AR0 REACH -IN DOORS T 8'4' G2 -446E DEL '4• C2-)(6E DEL 8' -4' 10' -10 8'-4' 10' -0' DORBOODU ° U11° SEATTLE /ANCHORAGE /PORTLAND T _J I 1 1 I I 1 1 1 1 I 1 I a l �J 8'4' IMI - KDE MEAT D g r Q a I /( -10 1 14' 1 5 %8y] J - 3 E0 -4 7.'t.* g' Im y ' 9 I/2' p't' 1 00'x�s_' f l 20'4" DSE DELI I I I ���fff111 1 I$ y I6' -1 1/8' Hussmann Corporation 7272 - First Avenue South Seattle, Washington 98108 -0267 (206) 763 -9050 Lic. #HUSSMC "134JZ ut (E) BAKER' FREEZER 18' 0'x20' - 0'x10' - 4 1/4' I (E+ 12) 210K 1 C _ REV510NS, '0 0` f —43 fi - FOR INFORMATION RE00 THIS PUN.......:. PHILIP P82EI e: ( 206) 168 -90 JOB J0. , r l _" PLAN NC), 70 T 4, ' DWG. BY, T. hERNER PLAN FOR ' COSMO 86 IIIIIIEWHOUNINLII DEL I PREP . ADD I T I ON 1 1 6 SAXON DRIVE TUKA I LA , ViA , cle. I Se, . R1[E0 MMETHH® REVISIONS: M 1■■•■=== FOR INFORMATION REGARDING CALL: PHILIP PEREIRA PHONE: ( 20.0 163-1050 SCALE: 1/8"W-0" - DATE, 12/0/40 H ussmonn Corporofion 7272 - First Avenue South Seattle, Washington 98108-0267 SEATTLE/ANCHORAGE/PORTLAND (206) 763-9050 Lic. #HUSSMC.134JZ REvall C5/01/4DGYH JOB NO. - -tz 02-$/k DELI 8'4" 6246E DEL 8'4' 02-X6E DELI SALES COOLER 19 1/4" SALES FREEZER #1 Ig'-0"x64'-0"x18'4 1/4" EXISTIN5 TIRE INSTALLATION L, meets 8'4• IHI-KOEWAT 4 --a L OAKERY FREEZER la' -0'x20 -0"x10' -4 1/4• I I 1 1 (41_.72,21G1 4 E 1 DELI PREP. ADDITION ilbo SAXON DRIVE TUKWILA, WA. 18 CD N 93 Ii LiII NN 1.)- N Nt..) L 1.) W,•- W W W N w N" l D 8'4' C2-)46E DEL 8'4' G2 -X6E DEL EXI5TIN6 1'IRe INSTALLATION SALES COOLER 19' -0 "x64'- O "x18' -6 I/4" 8'4' C2-746E D0.1 8 4' C2 • DEI yl — m m r" '4' C2 -X6E DEI. SEATTLE /ANCHORAGE /PORTLAND 0111690 MEN® 8'4' INI -KDE MEAT 8'4' G2 -X4E DELI 8'4' IHI -KDE MEAT jE7;777777 ...... 7711 1 Hi , Hussmann Corporation 7272 — First Avenue South Seattle, Washington 98108 -0267 (206) 763 -9050 #HOSSMC "134JZ • ( ) BAKERY FREEZER l8'- 0'x20' - 0'x10' -4 1/4' l2 h1'.24 -21 p:6E i l •I A � REVISIONS CALL. PHILIP PEREIR9 79080(206) 163 -9050 FOR INFORMATION REGARDING J08 NO MINN PLAN N0. _ N DWG. EN' T. YERgR LCIPSWO A N FOR: 6 DELI PREP, ISLAND ADDITION 60 SAXON DRIVE TUKWILA, M. 181 aS � I -7 F -} � � L-�!v� � rv� �v-� � U U I LLLJJJ ( l l I llJl ftEVISI0N5: INNIMMININMINIONI, FOR INFORnaT10N RECARgING THIS PLAN......... CAL!.: PHILIP PEf�IRA PHONE (2061 163 -9050 S CALE: DATE: ° A • ( 2/03/90 Hussmann Corporation 7272 -First Avenue South' Seattle, Washington 58108 -0267 SEATTLE /ANCHORAGE /PORTLAND (206) 763 -9050 Lic. �fHUSSMC *134JZ REVfyFb: 05/01/98 GYM JOB ND. 111 111 B NEM 1011 II 111111 Ili NEE mom IMMO Mt INN I I IJ 1 A 3 II 1111111 1 0111111111 mu amoolini Ipo or room III Ilk 11711 11111111118111111 1111 MI 1 1 1111111111 0 111 IN 11111111111111111111 11111 MI MA IMMO NO MINN 1111111111111" IN MI illi 1111110111111111 le m IF iiiimmuipourimommimmilimummillima . ... . 111 1 111111111111P I tillii.liiiiPilipd. ... riii mil h illi . m . E I. Inim um EH H. HMI 1 O tf 1111 I 11111111111111111 I M III 11 1 •• I El dm immonmmEmonimpoompoolocinal .0 II mon ini min inimppoimplommoisommodproolouurpote mon= Imonoblommummommi =1111110 111111th 11111111111 111111111111111111b1111111111111111110011 EN in 0011101101111 Ipinpl mom' Immointim am nommur Imilm 1 MINI 111111111111 111111111111111111111 0111111111111111111 IMN mon froornommommommoimmomillr Elam imp— mmummol iiimmum Ill Ei I Himi 1 mim l im ImmE il r im 111111111 i 1111 IIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111 IIIIIIIIIII 1111111E1 1 iphibolibmidimmipommicommish IBIIIIIIII 11111111N 111111111111 1111111111111111111111111111111111111 11111111111,1111111110 III 1111111111111111111 1111111111111111111111111111111111111111111111111 3111111111 11111111111111111111111111111111111111111111111E11111Ma I 11111111111111111111 11111111111111111111111111111111111111111111101 ffi alarcinw IMPI NE 1101111111111111111111111117111111111 EMI 1111111111.1111111111 11011111 gil 110011111111 1111M 11111131101 OE 1111M11111111 1111111111,1 111 MEIN NM illililEi NENE 1 NM 111111E MI 111101111111111111111 1111111111111111111111 IIIIIII 0111111011 MI 111111111111111111 milli ■111 1 111 01 11111 1 1111111111 IIIIIIN 1.11111 III III 1 1 1 III 111111111111 111111E 1 1111 111111111 III 1 11E1 G r A 1 U1 SYSTE. Meet a A 6 UN 1 P u - H 1 SUPER PLUS SYSTEM -- - - :._-.___. IIIIIIII GENERAL CONTRACTOR TO FADRiGATE FRAME / GOICENSER IF teCESS1AR' j 92" NOTE. CONDENSERS TO BE SET LEVEL iN SO1H DIREGTICN3. ' ( 7 1 f 96" 1, ELEVATION VIEW L TUBULAR STEEL SUPPORTS 1 END ELEVATION rte■■►. _ I � , , T r] ' L _ 4 I 1 - g) N 00--- __.) SU MODEL: PER PLUS 5Y-TEM B SCbV M- WWWYWYPI RI RI YEI6"T• 5,951 LBS. SUPER PLUS SYSTEM A MODEL: 51bVM- ZHZMY*' lRIRI WEIGHT: 6,146 LBS. , INTAKE LOUVER MACHINE ROOM -- y - .i Li i �� I I I � � ■_ � . � anDINNID Le=ri �l - .3 l6' STF =- ,, LATE - � I L ` PLAN VIEW 1 1 t 1 L TOTAL OF 6 TIE DOY15 PER SYSTEM. 2 TIE DOYENS PER TUBULAR STEEL SUPPORT. i - - I I 19'6 °,25'3'x10'4 I /4'H. ° - m i i I' !08" I 108' I t/\ U> PLUS SYSTEM 3. a r . 1 3 % 8 x5" ANCHORS - _� \\__J TUBULAR STEEL ; SUPPORT TIE DOl ELEVATION VIEW 18'x!8' OPENI N6 � e ` I` I 2.20' - .... `_ I j ' - I o ry - - SIDE ELEVATION I r l r - -* 1 -: DOY1N5 ARE 1 ,, 3' IxiDE -.mil _ I THERMA -STOR TANK i r Hi_:.V -V5 CONDENSERS SCALE SCALE SUPER PLUS SYSTEM TIE DOWNS SCALE 3 YEI6HT: 1,450 LB5. _L i 1 I r � I \ NONE Nate 1 CONDENSER LOCATION NONE _ _ _ PUREE VALVE ,SUMMER ONLY SiDE OF COWENSER � 1 r :01 -�� --- PUREE VALVE SUMMER ONLY SIDE OF GOMIDENSL�c t NOTE 3' 15,_8. DALI2I46 Lit€ sumee, !qI \TE9R 1- ^ - - -, ! 5/0' I� -- DISCHARGE 15/8' H_ DISGHAR6E 1 5,'8" FROM HEAT RECLAIM 1 5/8" TO HEAT RECLAIM w FACT* ORY SUPPLIED `5/8" i EQUALIZiNG DIN S WINTER DE a= SIDE CCNDeL� 1 5/8' LiQUiD RETURN 1 5/8" LIQUID RETURN ; `-- 7 "�� 1 5:8" r - DISCHARGE 1 5/0" ----DI SCHARGE F AC ORY SOFFL!ED \ VENT -ARIA EXHAUST FAN 12 - i /16'x'2 1/16' OPENING. \ \-- CONTRACTOR TO PROVIDE (3) 24 6A. DRIP PANS TO EXCEED EQUIPMENT BY I MINIMUM 6' ON ALL SIDES. • n SE AND TRUE :N COT. P RL ION6 ' '3 10 -3 I/2' � I 1 1 1 i —i 1 1 I i I i I I SIZE DP �, ( COtdBEER J I 1 1 S /0' 1 1 L1w v RETi/RN ---may I 1 5 /b' i _ 11 7ID RETURN - - -�-_.y 1 . I i / . , _J IyJ -�H r J - -- _ y, / , 1 T J mini 501.4 PLUS 14 SYSIEt4 PURSE VALVE. CHECK VALVE, AND NAND VALVE FOR EQUALIZING LINE 1 ARE FIELD ,20V DM AND INSTALLT� L 1 `- • 5 '' 3 '^ AND INSTALLED HAND VALVES SYSTEM X15 L • Y d 1 3)k AND :N;T:TAL.a �`' y` MECHANICAL HOUSE LAYOUT SCALE 00 ,� ! 1 • 1 \ l 1 2. - i \ - ELECTRICAL '- REFRIGERATION SUCTION ( H NOTES T 1 " SUCTION .. LEVER SUCTION CONNECTIONS ONNECTIGNCONNECTIONS �51ro0RTS SPLIT COMAIECTIONS SIDE V REAR VIEW MANIFOLD 3 • , FLOODING OI L IVER VALVE SEPARATOR MANIFOLD FLCODIN6 -1 VALVE J °'L �� SEPARATOR 1 OUT DOOR CONDENSERS TO BE MOUNTED . LEVEL AND TRUE IN BOTH DIRECTIONS -. (2) 60'x6' PENETRATION RE.,%1I RED 2. FOR REFRi6EATICN LINES. COORDINATE I EXACT LOCATION WIT" REFRIGERATION CONDDISER YEIEH 2.500 LEST INSTALLATION CONTRACTOR. PENETRATION iI AND R • C THff2 PROCF[Nb BY 68�BRAL 1 - I CONTRACTOR. / tA P1» MOVE" ND HLCV- V8410M (SYSTEM A) COMM./9E2 MODE. NO. HLCV- V8412M (SYSTEM B) SPLIT CONDENSER PIPING SCALE 5 SPLIT CONDENSER PIPING 5C ALE 6 PROTO -.HIRE CONDENSING UNIT SCALE i I( z X - W I 1 1 L I NONE NONE NONE 120V !Pm TO HR VALVE ON SUPER PLUS SYSTEM E 12 ' - 4. 5'-.5" 5,_8.. , - T ~- \ � I AAUASTAT / HW A/ FYT 1 I r , r - I T' 1 1 019. CH6 K VALVE - 1-- i CM TO STORE - - F ^ ---- ' - ---- ' --- + -- ' ---------- M1E THERMIA -STOR i HOT WATER TANK/ HEATER BY OTH• RS TYP _ 118' --� - 1 �' M4Gi - 1 t NE RAM 19'6 °N s _ "x10' 114 °H. HR COIL INLET L +R COIL CXITLET •, �� 11 �� . / ' 2 - 1,1,1h_____________ AIR COOLED CONDENSER A -- MODEL: HLQ1'I8410M WE16HT: 2,800 LBS. .AIR COOLED CONDENSER B MODEL: HLGV- V8412M WEISHT: 2,880 LBS. TV. . 3/16" TYP. - 9 /ib' Oars _ / // -PIPE 4" Q 5T0 ' IFE 2'0 5TO - TE 3/8`,5'x8" = 5. PLUS STSTH4 z 12' -0° x 9 1/4" -TO DRAIN AVM. ALL REFRIGERATION VPLYES, PIPING AND .: 7}ERMO5TATS PROVIDED AND INSTALLED _ RISERATION CONTRACTOR. $1't ALL MATER LINES. VALVES AND CONNECTIONS .a�wr'ic "°' Pro, ice, �1% 1 ----."I � 1 Q �� 1 ; i 1 i1 � - in _ 3/16" rt ' GALVANIZED STEEL BUMPER 1 1/2" —' — 2 " .. 1 1/2' 1' - 3' 3' I 1" (` ly I SCAL E ( 8 GALVANIZED STEM FJUMPER 1 f)F 2 SCALE I SCALE 10 ROOF TOP CONDENSER LOCATION SCALE GALVANIZED STEEL BUMPER 2 OF 2 NONE A -5TOR PIPING NONE I NONE P1P1N6 PEMIETRATiON WITH FOAM \ CAULKING BY R FRISERATION \ CONTRTACTQR. REFRIGERATION PIPING REMOVABLE CAP it CURB BY 6.C. UTILITY PENETRATION BY 6.C. SLIDING SUPERSTRUCTURE FRAME TO SIT ATOP TH-E MEAT LASE IN LINE WITHH CASE JOINTS. &APS REMAININ& AT E OF T LINE -UP ARE TO BE FLASHED ND THE WITH MATERIAL IN COMPLIANCE Milli ALL APPLICABLE CODES. INSTALL (1) BAG HOLDER PER MEAT CASE. - J Pqcb—D[q0 I I i - ' : '� / _ A � �� /{ f �.. -... ' 1 r7R055 SECTION �• 1 / 1 I I - - -'--- - -` � ' �) , / / 0 . _ � - ` HEADER PANEL . F - ! '��� - ELEVATION BOSTON BUMPERS _ y / d / FLASH RB4Al NINE AT 24' 6 32' D.G. 6AP - FROM FINISHED FLOOR (FIELD INSTALLED) CONTRACTOR CLOSE OFF PANDIT OF CASES. , -✓ I 1 ` R !:✓ I ROOF `L _ - = MALL PANEL sax PANEL SLIDIN6 i SUPERSTRUCTURE - AND FRAME /� © 4 Aq I / "- TO ADD ';. AT REAR CASE TO BE INSTALLED MITHOUT THE U 5' L AND 12 . (I sm UPRIGHTS GA5E5 TO-REMAIN.) C RE CFTU CRY KWItA JUL 2 9 1998 PE RMIT CE N7ER HEAT CASE $� GIP MEAT CASE .... r. ,, .s _ {� Mil 121 v� Ism CAP _ = 1205 S R -e t4,T CASE E SUPESTRUCTURE MOUNTING DETAIL SCALE 12 - JVMR PRODUCE CASE MOUNTING DETAIL SGAL E 13 .. TYPICAL I GAL CURE PENETRATION 5GALE ' .14 NorE NorE NONE